892-043 Ft Rosecrans - Add No 1 - Specifications.pdf

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Y1JZ--Proj #: 892-045 Roads Improvement; 892-043 Sewer Improvement Fort Rosecrans Nat'l Cemetery; San Diego, CA
Solicitation number
36C78622B0019
Issued by

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This is a solicitation for a firm fixed-price construction contract to complete road and sewer improvement projects at Fort Rosecrans National Cemetery in San Diego, California. The work includes reconstruction of cemetery roads, renovation of public and staff restrooms, construction of three grinder-pump sanitary lift stations and an associated force main, and other site improvements. The solicitation number is 36C78622B0019 and was issued by the Department of Veterans Affairs National Cemetery Administration. The response due date is not provided. The contract will be awarded based on price with consideration given to veteran-owned small businesses.

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NATIONAL CEMETERY ADMINISTRATION

VA PROJECT 892CM3043, 892CM3045

Project Location: San Diego, CA

Project Title: Fort Rosecrans National Cemetery – Roads and Sanitary Sewer Improvements

Submission Type: Bidding Documents

Submission Date: June 30, 2022

PROJECT MANUAL (SPECIFICATIONS)

CLIENT: Department of Veteran Affairs

National Cemetery Administration

Contracting Services

18434 Joplin Road

Triangle, VA 22172

Contracting Officer: Auvorie Benson

Project Manager: Juan (John) A. Kays

CONSULTANT: Anderson Engineering of MN, LLC

13605 1st Avenue North, Suite 100

Plymouth, MN 55441

Project Manager: Adam Thiele, PE

Fort Rosecrans National Cemetery 892-043/045

Roads and Sewer Improvements Project 06-03-2022

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

NCA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 05-10

DIVISION 01 - GENERAL REQUIREMENTS

01 00 02 General Requirements (Minor NCA Projects) 06-14

01 32 17 Network Analysis Schedules (Microsoft Project Gantt

Chart)

10-10

01 33 23 Shop Drawings, Product Data, and Samples 06-14

01 42 19 Reference Standards 06-14

01 45 29 Testing Laboratory Services 06-14

01 57 19 Temporary Environmental Controls 06-14

01 74 19 Construction Waste Management 06-14

DIVISION 02 – EXISTING CONDITIONS

02 21 00 Site Surveys 06-14

02 41 10 Demolition and Site Clearing 06-14

DIVISION 03 – CONCRETE

03 30 53 (Short-Form) Cast-in-Place Concrete 06-14

DIVISION 04 – MASONRY

04 20 00 Unit Masonry 06-14

04 72 00 Cast Stone Masonry 06-14

DIVISION 05 – METALS

05 00 00 Metal Fabrication 06-14

DIVISION 06 – WOOD,PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 12-15

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 23 Loose-Fill Insulation 12-15

07 84 00 Firestopping 06-14

07 92 00 Joint Sealants 06-14

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 06-14

00 01 10-2

08 31 13 Access Doors and Frames 06-14

08 71 00 Door Hardware 06-14

08 90 00 Louvers and Vents 06-14

DIVISION 09 – FINISHES

09 06 00 Schedule for Finishes 06-14

09 22 16 Non-Structural Metal Framing 06-14

09 23 00 Gypsum Plastering 06-14

09 24 00 Portland Cement Stucco

09 29 00 Gypsum Board 06-14

09 30 13 Tiling 06-14

09 91 00 Painting 06-14

DIVISION 10 – SPECIALTIES

10 14 00 Exterior Signage 06-14

10 21 13 Toilet Compartments 06-14

10 28 00 Toilet and Bath Accessories

DIVISION 22 – PLUMBING

22 05 11 Common Work Results for Plumbing 11-16

22 05 23 General-Duty Valves for Plumbing Piping 11-16

22 07 11 Plumbing Insulation 12-15

22 11 00 Facility Water Distribution 11-16

22 13 00 Facility Sanitary Sewerage 11-16

22 13 29 Sanitary Sewerage Pumps 11-16

22 40 00 Plumbing Fixtures 11-16

DIVISION 23 – HEATING, VENTILATING, AND AIR

CONDITIONING (HVAC)

23 05 11 Common Work Results for HVAC 11-16

23 05 12 General Motor Requirements for HVAC Equipment 11-16

23 05 41 Noise and Vibration Control for HVAC Piping and

Equipment

11-16

23 05 93 Testing, Adjusting, and Balancing for HVAC 11-16

23 31 00 HVAC Ducts and Casings 11-16

23 34 00 HVAC Fans 11-16

23 37 00 Air Outlets and Inlets 11-16

23 82 33 Convectors 11-16

23 82 39 Unit Heaters 11-16

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 07-17

26 05 19 Low-Voltage Electrical Power Conductors and Cables 07-17

26 05 26 Grounding and Bonding for Electrical Systems 07-17

26 05 33 Raceway and Boxes for Electrical Systems 07-17

26 05 41 Underground Electrical Construction 07-17

26 27 26 Wiring Devices 07-17

00 01 10-3

26 51 00 Interior Lighting 07-17

DIVISION 31 – EARTHWORK

31 20 11 Earth Moving (Short Form) 11-16

31 23 19 Dewatering 11-16

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 11-16

32 12 16 Asphalt Paving 11-16

32 17 23 Pavement Markings 11-16

32 18 13 Synthetic Turf Surfacing 06-22

32 33 00 Site Furnishings 01-17

32 84 00 Planting Irrigation 01-17

32 90 00 Planting 11-16

32 90 20 Raise and Realign Headstones 06-22

DIVISION 33 – UTILITIES

33 10 00 Water Utilities 11-16

33 30 00 Sanitary Sewerage Utilities 11-16

33 40 00 Storm Sewer Utilities 11-16

APPENDIX

Geotechnical Engineering Report by Terracon dated 01-06-2022

Fort Rosecrans National Cemetery Project No. 892-043/045

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

The drawings listed below accompanying this specification form a part of the contract.

Drawing No. Title

GI100 COVER

GI101 SHEET INDEX

V-101 EXISTING CONDITIONS

V-102 EXISTING CONDITIONS

V-103 EXISTING CONDITIONS

V-104 EXISTING CONDITIONS

V-105 EXISTING CONDITIONS

V-106 EXISTING CONDITIONS

V-107 EXISTING CONDITIONS

C100 OVERALL SITE PLAN

C101 SITE PLAN ENLARGEMENTS

C102 PROJECT PHASING PLAN

C103 CONTRACTOR STAGING AREA

CE100 EROSION CONTROL PLAN

CE101 SWPPP – PG 1

CE102 SWPPP – PG 2

D100 OVERALL SITE DEMOLITION PLAN

D101 SITE DEMOLITION PLAN

D102 DEMO PLAN – WESTERN DRIVE - STA 0+00 TO 11+00

D103 DEMO PLAN – WESTERN DRIVE – STA 11+00 TO 22+00

D104 DEMO PLAN – WESTERN DRIVE – STA 22+00 TO 33+00

D105 DEMO PLAN – WEST PORTAL & 3RD DRIVE SOUTH

D106 DEMO PLAN – 4TH DRIVE SOUTHWEST

D107 DEMO PLAN – NORTHEAST LOOP

D108 DEMO PLAN – EASTERN DRIVE – STA 0+00 TO 11+00

D109 DEMO PLAN – EASTERN DRIVE – STA 11+00 TO 21+73

D110 DEMO PLAN – EAST PORTAL AND FOURTH STREET SOUTHEAST

D111 DEMO PLAN – SECOND DRIVE EAST – STA 0+00 TO 11+50

D112 DEMO PLAN – SECOND DRIVE EAST – STA 11+50 TO 16+75

D113 DEMO PLAN – SOUTHEAST LOOP

D114 DEMO PLAN – SANITARY SEWER – EAST SIDE

CP100 OVERALL PAVEMENT PLAN

00 01 15 - 2

CP101 WESTERN DRIVE – STA 0+00 TO 6+00

CP102 WESTERN DRIVE – STA 6+00 TO 12+00

CP103 WESTERN DRIVE – STA 12+00 TO 18+00

CP104 WESTERN DRIVE – STA 18+00 TO 24+00

CP105 WESTERN DRIVE – STA 24+00 TO 30+00

CP106 WESTERN DRIVE – STA 30+00 TO 36+72

CP107 WEST PORTAL – NORTH

CP108 WEST PORTAL – SOUTH

CP109 THIRD DRIVE SOUTH

CP110 FOURTH DRIVE SOUTH – WEST

CP111 NORTHEAST LOOP – STA 0+00 TO 5+00

CP112 NORTHEAST LOOP – STA 5+00 TO 7+07

CP113 EASTERN DRIVE – STA 0+00 TO 6+00

CP114 EASTERN DRIVE – STA 6+00 TO 12+00

CP115 EASTERN DRIVE – STA 12+00 TO 18+00

CP116 EASTERN DRIVE – STA 18+00 TO 21+73

CP117 SECOND DRIVE EAST – STA 0+00 TO 6+00

CP118 SECOND DRIVE EAST – STA 6+00 TO 12+00

CP119 SECOND DRIVE EAST – STA 12+00 TO 16+75

CP120 EAST PORTAL – NORTH

CP121 EAST PORTAL – SOUTH

CP122 FOURTH DRIVE SOUTH – EAST

CP123 SOUTHEAST LOOP – STA 0+00 TO 5+00

CP124 SOUTHEAST LOOP – STA 5+00 TO 10+12

CP125 CABRILLO PARKING AREA

XS-101 CROSS SECTION

XS-102 CROSS SECTION

CU101 PLAN & PROFILE – FORCEMAIN 1

CU102 PLAN & PROFILE – FORCEMAIN 1

CU103 PLAN & PROFILE – FORCEMAIN 1A

CU104 PLAN & PROFILE – FORCEMAIN 2

CU105 PLAN & PROFILE – FORCEMAIN 3

CU201 STORM SEWER PLAN

CU202 STORM SEWER PLAN

CD101 CIVIL SITE DETAILS 1

CD102 CIVIL SITE DETAILS 2

CD103 CIVIL SITE DETAILS 3

00 01 15 - 3

CD104 CIVIL SITE DETAILS 4

CD105 CIVIL SITE DETAILS 5

CD106 CIVIL SITE DETAILS 6

LP101 LANDSCAPE PLAN

LP501 LANDSCAPE DETAILS

LS100 SIGNAGE PLAN

LS101 SIGNAGE DETAILS 1

LS102 SIGNAGE DETAILS 2

LS103 SITE FURNISHINGS DETAILS 1

LS104 SITE FURNISHINGS DETAILS 2

IR101 IRRIGATION PLAN

IR501 IRRIGATION DETAILS

IR502 IRRIGATION DETAILS

IR503 IRRIGATION DETAILS

IR504 IRRIGATION DETAILS

AE101 FIRST LEVEL LIFE SAFETY PLAN

AE111 FIRST LEVEL DEMOLITION, FLOOR & CEILING PLANS

AE211 INTERIOR ELEVATIONS & MOUNTING HEIGHTS

AE602 DOOR SCHEDULE, DOOR DETAILS & WALL TYPES

AF600 MATERIAL AND ROOM FINISH SCHEDULE, DETAILS

E000 ELECTRICAL COVER SHEET

E001 ELECTRICAL SITE PLAN

E111 ELECTRICAL FIRST FLOOR PLANS

E500 ELECTRICAL SCHEDULES & ONE-LINE DIAGRAM

M000 MECHANICAL COVER SHEET

M111 MECHANICAL FIRST FLOOR PLANS

M501 MECHANICAL DETAILS

P000 PLUMBING COVER SHEET

P101 PLUMBING UNDERFLOOR PLANS

P111 PLUMBING FIRST FLOOR PLANS

P121 PLUMBING RISER DIAGRAM

- - - END - - -

i

SECTION 01 00 02

GENERAL REQUIREMENTS (MINOR NCA PROJECTS)

TABLE OF CONTENTS

1.1 GENERAL INTENTION

1.2 STATEMENT OF BID ITEM(S)

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.4 FIRE SAFETY

1.5 OPERATIONS AND STORAGE AREAS

1.6 ALTERATIONS

1.7 DISPOSAL AND RETENTION

1.8 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,

UTILITIES, AND IMPROVEMENTS

1.9 RESTORATION

1.10 PHYSICAL DATA

1.11 PROFESSIONAL SURVEYING SERVICES

1.12 LAYOUT OF WORK

1.13 AS-BUILT DRAWINGS

1.14 USE OF ROADWAYS

1.15 RE FIELD OFFICE

1.16 TEMPORARY TOILETS

1.17 AVAILABILITY AND USE OF UTILITY SERVICES

1.18 INSTRUCTIONS

1.19 GOVERNMENT-FURNISHED PROPERTY

1.20 CONSTRUCTION SIGN

1.21 SAFETY SIGN

1.22 CONSTRUCTION DIGITAL IMAGES

1.24 HISTORIC PRESERVATION

1.25 PROJECT HEALTH AND SAFETY PLAN

ii

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GENERAL REQUIREMENTS

01 00 02 - 1

SECTION 01 00 02

GENERAL REQUIREMENTS (MINOR NCA PROJECTS)

1.1 GENERAL INTENTION

A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor, materials, equipment and services and perform and complete all work for 892-043/045 Fort Rosecrans National Cemetery Roads and Sewer

Improvements Project as required by drawings and specifications.

B. Visits to the site by Bidders may be made only by appointment with the

Cemetery Director.

C. Offices of Anderson Engineering of MN, LLC, as Architect-Engineers

(A/E), may render certain technical services during construction. Such services shall be considered as advisory to the Government and shall not be construed as expressing or implying a contractual act of the

Government without affirmations by Resident Engineer/Contracting

Officers Representative (RE/COR) or his duly authorized representative

D. All Testing Laboratory services will be retained and paid for by the

Contractor (see Spec Section 01 45 29, Testing Laboratory Services).

However, the Department of Veterans Affairs may elect to retain its own

Testing Laboratory for any purpose. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the Contractor shall notify the RE/COR in sufficient time to enable testing laboratory personnel to be present at the site in time for proper taking and testing of specimens and field inspection. Such prior notice shall be not less than three work days unless otherwise designated by the RE/COR.

E. Contractor shall apply for National Pollution Discharge Elimination

System (NPDES) Construction Stormwater Permit and pay all associated fees for permit procurement. NODES Permit must be in place prior to commencing earth-disturbing activities within the project area.

F. All employees of general contractor and subcontractors shall comply with security requirements as established by the RE/COR, be identified by name and employer. They shall be restricted from unauthorized access.

G. Prior to commencing work, general contractor shall provide proof that a

OSHA certified “competent person” (CP) (29 CFR 1926.20(b)(2) will maintain a presence at the work site whenever the general or subcontractors are present.

GENERAL REQUIREMENTS

01 00 02 - 2

H. Training:

1. All employees of general contractor or subcontractors shall, at the minimum, have successfully completed the 10-hourOSHA certified

Construction Safety course and/or other relevant competency training, as determined by VA CP.

2. Submit OSHA training records of all employees for approval before the start of work.

1.2 STATEMENT OF BID ITEM(S)

A. ITEM I, GENERAL CONSTRUCTION: Installation of all work shown on the plans and described in the specifications including but not limited to:

PROJECT DESCRIPTION Demolition and reconstruction of cemetery roads, renovation of public and staff restrooms within existing Utility

Building, construction of 3 grinder-pump sanitary lift stations and associated sanitary forcemain, and other site improvements.

B. ALTERNATE NO.1: ____________________________________________

C. ALTERNATE NO. 2:____________________________________________

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. AFTER AWARD OF CONTRACT, 3 bond paper set(s) of specifications and drawings will be furnished.

B. Additional sets of drawings may be made by the Contractor, at

Contractor's expense, from digital files furnished by the Issuing

Office.

1.4 CONSTRUCTION SECURITY REQUIREMENTS

A. Security Plan:

1. The security plan defines both physical and administrative security procedures that will remain effective for the entire duration of the project.

2. The General Contractor is responsible for assuring that all sub-contractors working on the project and their employees also comply with these regulations.

B. Security Procedures:

1. General Contractor’s employees shall not enter the site without following the procedures approved by the RE/COR. They may also be

GENERAL REQUIREMENTS

01 00 02 - 3 subject to inspection of their personal effects when entering or leaving the project site.

2. For working outside the “regular hours” as defined in the contract, The General Contractor shall give 3 days notice to the RE/COTR so that appropriate arrangements can be provided for the Cemetery employees. This notice is separate from any notices required for utility shutdown described later in this section.

3. No photography of VA premises is allowed without written permission of the RE/COTR.

4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the RE/COR.

C. Guards:

1. The General Contractor shall provide unarmed guards at the project site when theft or vandalism warrants.

D. Key Control:

1. The General Contractor shall provide duplicate keys and lock combinations to the RE/COR for the purpose of security inspections of every area of project including tool boxes and parked machines, and to take any necessary emergency action.

E. Document Control:

1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of

“sensitive information”.

2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.

3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.

Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the RE/COTR upon request.

4. These security documents shall not be removed or transmitted from the project site without the written approval of RE/COR.

GENERAL REQUIREMENTS

01 00 02 - 4

5. All paper waste or electronic media such as CD’s and diskettes shall be shredded and destroyed in a manner acceptable to the VA.

6. Notify RE/COR immediately when there is a loss or compromise of

“sensitive information”.

7. All electronic information shall be stored in a specified location following VA standards and procedures using an Engineering Document

Management Software (EDMS).

a. Security, access and maintenance of all project drawings, both scanned and electronic shall be performed and tracked through the

EDMS system.

b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed.

1.5 FIRE SAFETY

A. Applicable Publications: Publications listed below form part of this

Article to the extent referenced. Publications are referenced in text by basic designations only.

1. American Society for Testing and Materials (ASTM):

E84-2009a Surface Burning Characteristics of Building

Materials

2. National Fire Protection Association (NFPA):

10-2010 Standard for Portable Fire Extinguishers

30-2008 Flammable and Combustible Liquids Code

51B-2009 Standard for Fire Prevention During Welding, Cutting and Other Hot Work

70-2008 National Electrical Code

241-2009 Standard for Safeguarding Construction, Alteration, and Demolition Operations

3. Occupational Safety and Health Administration (OSHA):

29 CFR 1926 Safety and Health Regulations for Construction

B. Fire Safety Plan: Establish and maintain a fire protection program in accordance with 29 CFR 1926. Prior to start of work, prepare a plan detailing project-specific fire safety measures, including periodic status reports, and submit to RE/COR/Cemetery Director for review for compliance with contract requirements in accordance with Section 01 33

23, SHOP DRAWINGS, PRODUCT DATA AND SAMPLES. Prior to any worker for the contractor or subcontractor’s beginning work, they shall undergo a safety briefing provided by the General Contractor’s competent person

GENERAL REQUIREMENTS

01 00 02 - 5 per OSHA requirements. This briefing shall include information on the construction limits, safety guidelines, means of egress, break areas, work hours, locations of restrooms, use of NCA equipment, etc.

Documentation shall be provided to the RE/COR that individuals have undergone the Contractor’s safety briefing.

C. Site and Building Access: Maintain free and unobstructed access to emergency services and for fire, police and other emergency response forces in accordance with NFPA 241.

D. Separate temporary facilities, such as trailers, storage sheds, and dumpsters, from existing buildings and new construction by distances in accordance with NFPA 241. For small facilities with less than 6 m (20 feet) exposing overall length, separate by 3m (10 feet).

E. Temporary Construction Partitions:

1. Install and maintain temporary construction partitions to provide smoke-tight separations between construction areas and adjoining areas. Construct partitions of gypsum board or treated plywood

(flame spread rating of 25 or less in accordance with ASTM E84) on both sides of fire retardant treated wood or metal steel studs.

Extend the partitions through suspended ceilings to floor slab deck or roof. Seal joints and penetrations. At door openings, install

Class C, ¾ hour fire/smoke rated doors with self-closing devices.

2. Install fire-rated temporary construction partitions as shown on drawings to maintain integrity of existing exit passageways, fire-rated enclosures of hazardous areas, horizontal exits, smoke barriers, and opening enclosures.

3. Close openings in smoke barriers and fire-rated construction to maintain fire ratings. Seal penetrations with listed through-penetration firestop materials in accordance with Section 07 84 00, FIRESTOPPING.

F. Temporary Heating and Electrical: Install, use and maintain installations in accordance with 29 CFR 1926, NFPA 241 and NFPA 70.

G. Means of Egress: Do not block exiting for occupied buildings, including paths from exits to roads. Minimize disruptions and coordinate with

RE/COR/Cemetery Director.

H. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily. Report findings and corrective actions weekly to

RE/COR.

GENERAL REQUIREMENTS

01 00 02 - 6

I. Fire Extinguishers: Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with 29 CFR 1926, NFPA

241 and NFPA 10.

J. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29 CFR 1926, NFPA 241 and NFPA 30.

K. Existing Fire Protection: Do not impair automatic sprinklers, smoke and heat detection, and fire alarm systems, except for portions immediately under construction, and temporarily for connections. Request interruptions in accordance with Article, OPERATIONS AND STORAGE AREAS, and coordinate with RE/COTR. All existing or temporary fire protection systems (fire alarms) located in construction areas shall be tested as coordinated with the Cemetery. Parameters for the testing and results of any tests performed shall be recorded by the Cemetery and copies provided to the RE/COTR.

L. Smoke Detectors: Prevent accidental operation. Remove temporary covers at end of work operations each day. Coordinate with RE/COTR.

M. Hot Work: Perform and safeguard hot work operations in accordance with

NFPA 241 and NFPA 51B. Coordinate with RE/COR. Designate Contractor's responsible project-site fire prevention program manager to permit hot work. Coordinate with RE/COR.

N. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly. Coordinate with, and report findings and corrective actions weekly to RE/COR.

O. Smoking: Smoking is prohibited in and adjacent to construction areas inside existing buildings and additions under construction. In separate and detached buildings under construction, smoking is prohibited except in designated smoking rest areas.

P. Dispose of waste and debris in accordance with NFPA 241. Remove from buildings site daily.

Q. Perform other construction, alteration and demolition operations in accordance with 29 CFR 1926.

1.6 OPERATIONS AND STORAGE AREAS

A. The Contractor shall confine all operations (including storage of materials) on Government premises to areas authorized or approved by the RE/COR. The Contractor shall hold and save the Government, its officers and agents, free and harmless from liability of any nature occasioned by the Contractor's performance.

GENERAL REQUIREMENTS

01 00 02 - 7

B. Temporary buildings (e.g., storage trailers, office trailers) and utilities may be erected by the Contractor only with the approval of the RE/COR and shall be built with labor and materials furnished by the

Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the Contractor and shall be removed by the Contractor at its expense upon completion of the work.

C. The Contractor shall, under regulations prescribed by the RE/COR, use only established roadways, or use temporary roadways constructed by the

Contractor when and as authorized by the RE/COR. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the

Contractor shall protect them from damage. The Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.

D. Working space and space available for storing materials shall be as shown on the drawings. Contractor parking will be only in areas and on roadways designated and agreed to by the RE/COR in agreement of the

Cemetery.

E. Workmen are subject to rules of the Cemetery applicable to their conduct.

F. Execute work so as to interfere as little as possible with normal functioning of Cemetery as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others.

1. Do not store materials and equipment in other than assigned areas.

2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by the Cemetery in quantities sufficient for not more than two work days. Provide unobstructed access to the Cemetery areas required to remain in operation.

3. Where access by Cemetery personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements.

G. Phasing: To insure such executions, the Contractor shall furnish the

RE/COR with a schedule of approximate dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, the Contractor shall notify the RE/COR

GENERAL REQUIREMENTS

01 00 02 - 8 two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such dates to insure accomplishment of this work in successive phases mutually agreeable to the Cemetery Director, RE/COR and Contractor, as follows:

See project phasing plan, Sheet C102.

H. Utility Building will be occupied during performance of work but immediate areas of alterations will be vacated.

The Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Cemetery’s operations will not be hindered. The Contractor shall permit access to Cemetery personnel through other construction areas which serve as routes of access to such affected areas and equipment. Coordinate alteration work in areas occupied by Cemetery Staff so that Cemetery operations will continue during the construction period.

1.Immediate areas of alterations not mentioned in preceding

Subparagraph 1 will be temporarily vacated while alterations are performed.

2. Contractor shall be responsible for providing barriers and signage notifying patrons of restroom closure and alternate restroom locations. Such methods of access restriction and notification shall be approved by RE/COR prior to implementation.

I. Construction Fence: Before construction operations begin, the

Contractor shall provide a chain link construction fence, 2.1m (seven feet) minimum height, around the construction areas indicated on the drawings. Provide gates as required for access with necessary hardware, including hasps and padlocks. Fasten fence fabric to terminal posts with tension bands and to line posts and top and bottom rails with tie wires spaced at maximum 375mm (15 inches). Bottom of fences shall extend to 25mm (one inch) above grade. The temporary fencing shall encompass the construction work area(s) to serve as a pedestrian barrier to alert cemetery patrons of the construction site. Remove the fence when directed by RE/COR.

GENERAL REQUIREMENTS

01 00 02 - 9

J. When a building is turned over to Contractor, Contractor shall accept entire responsibility therefore.

1. The Contractor shall maintain a minimum temperature of 4 degrees C

(40 degrees F) at all times, except as otherwise specified.

2. The Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, the Contractor shall make arrangements for pre-inspection of the site with Fire Department or Company (Department of Veterans

Affairs or municipal) whichever will be required to respond to an alarm from the Contractor's employee.

K. Utilities Services: Maintain existing utility services for the Cemetery at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services.

Where necessary to cut existing water, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by RE/COR. All such actions shall be coordinated with the Utility Company involved.

1. No utility service such as water, gas, steam, sewers or electricity, or fire protection systems and communications systems may be interrupted without prior approval of RE/COR. Electrical work shall be accomplished with all affected circuits or equipment de-energized. When an electrical outage cannot be accomplished, work on any energized circuits or equipment shall not commence without the

RE/COR, and Cemetery Director’s prior knowledge and written approval. Refer to specification Sections 26 05 11, REQUIREMENTS FOR

ELECTRICAL INSTALLATIONS, 27 05 11 REQUIREMENTS FOR COMMUNICATIONS

INSTALLATIONS and 28 05 11, REQUIREMENTS FOR ELECTRONIC SAFETY AND

SECURITY INSTALLATIONS for additional requirements.

2. The Contractor shall submit a request to interrupt any such services to both RE/COR and the Cemetery Director in writing, 48 hours in advance of proposed interruption. Request shall state reason, date, exact time of, and approximate duration of such interruption.

3. The Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of the Cemetery. Interruption time

GENERAL REQUIREMENTS

01 00 02 - 10 approved by the Cemetery and RE/COR may occur at other than

Contractor's normal working hours.

4. Major interruptions of any system must be requested, in writing, at least 15 calendar days prior to the desired time and shall be performed as directed by the RE/COR.

5. In case of a contract construction emergency, service will be interrupted on approval of RE/COR. Such approval will be confirmed in writing as soon as practical.

6. Whenever it is required that a connection fee be paid to a public utility provider for new permanent service to the construction project, for such items as water, sewer, electricity, gas or steam, payment of such fee shall be the responsibility of the Government and not the Contractor.

L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.

M. To minimize interference of construction activities with flow of

Cemetery traffic, comply with the following:

1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times.

2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the RE/COR.

N. Coordinate the work for this contract with other construction operations as directed by RE/COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF

ROADWAYS.

O. Coordination of Construction with Cemetery Director: The burial activities at a National Cemetery shall take precedence over construction activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the RE/COR, in arranging construction schedule to cause the least possible interference with

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01 00 02 - 11

Cemetery activities in actual burial areas. Construction noise during the committal services shall not disturb the service. Trucks and workmen shall not pass through the service area during this period.

1. The Contractor is required to discontinue his work sufficiently in advance of Easter Sunday, Mother's Day, Father's Day, Memorial Day, Veteran's Day and/or Federal holidays, to permit him to clean up all areas of operation adjacent to existing burial plots before these dates.

2. Cleaning up shall include the removal of all equipment, tools, materials and debris and leaving the areas in a clean, neat condition.

1.7 ALTERATIONS

A. Survey: Before any work is started, the Contractor shall make a thorough survey with the RE/COR of buildings and furnish a signed report, to the Contracting Officer. This report shall list by rooms and spaces:

1. Existing condition and types of resilient flooring, doors, windows, walls, and other surfaces not required to be altered throughout affected areas.

2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.

3. Shall note any discrepancies between drawings and existing conditions at site.

4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and RE/COR.

B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of

RE/COR, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by the Contractor with new items in accordance with specifications which will be furnished by the Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE CONDITIONS" (FAR

52.236-2) and "CHANGES" (FAR 52.243-4 and VAAR 852.236-88).

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01 00 02 - 12

C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and RE/COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions then existing of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report.

1. Re-survey report shall also list any damage caused by the Contractor to such flooring and other surfaces, despite protection measures;

and, will form the basis for determining extent of repair work required of the Contractor to restore damage caused by the

Contractor's workmen in executing work of this contract.

D. Protection: Provide the following protective measures:

1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.

2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled and equipment moved and/or relocated.

3. Protect the interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed any indicated surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.

1.8 ENVIRONMENTAL CONTROLS

A. In general, following preventive measures shall be adopted during construction to keep down dust and prevent mold.

1. Dampen debris to keep down dust and provide temporary construction partitions in existing structures where directed by RE/COR. Block off ducts and diffusers to prevent circulation of dust into occupied areas during construction.

B. Vacuum and wet mop all transition areas from construction to the occupied Cemetery buildings at the end of each workday.

C. Final Cleanup:

1. Upon completion of the project, or as work progresses, remove all construction debris from above ceiling, vertical shafts and utility chases that have been part of the construction.

2. All new air ducts shall be cleaned prior to final inspection.

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01 00 02 - 13

1.9 DISPOSAL AND RETENTION

A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:

1. Reserved items which are to remain property of the Government are noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by RE/COR.

2. Items not reserved shall become property of the Contractor and be removed by Contractor from the Cemetery.

3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.

4.

1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS

A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall only remove trees when specifically authorized to do so, and shall avoid damaging vegetation that will remain in place. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the RE/COR.

B. The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract

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01 00 02 - 14 or failure to exercise reasonable care in performing the work. If the

Contractor fails or refuses to repair the damage promptly, the RE/COR may have the necessary work performed and charge the cost to the

Contractor.

(FAR 52.236-9)

C. Refer to Section 01 57 19, TEMPORARY ENVIRONMENTAL CONTROLS, for additional requirements on protecting vegetation, soils and the environment. Refer to Articles, "Alterations", "Restoration", and

"Operations and Storage Areas" for additional instructions concerning repair of damage to structures and site improvements.

D. Refer to FAR clause 52.236-7, "Permits and Responsibilities," which is included in General Conditions. A National Pollutant Discharge

Elimination System (NPDES) permit is required for this project. The

Contractor is considered an "operator" under the permit and has extensive responsibility for compliance with permit requirements. VA will make the permit application available at the (appropriate NCA

Central/Cemetery) office. The contractor and affected subcontractors shall furnish all information and certifications that are required to comply with the permit process and permit requirements. Many of the permit requirements will be satisfied by completing construction as shown and specified. Some requirements involve the Contractor's method of operations and operations planning and the Contractor is responsible for employing best management practices. The affected activities often include, but are not limited to the following:

1. Designating areas for equipment maintenance and repair;

2. Providing waste receptacles at convenient locations and provide regular collection of wastes;

3. Locating equipment wash down areas on site, and provide appropriate control of wash-waters;

4. Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and

5. Providing adequately maintained sanitary facilities.

1.11 RESTORATION

A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, water/irrigation, or electric work without approval of the RE/COR. Existing work to be altered or extended and

GENERAL REQUIREMENTS

01 00 02 - 15 that is found to be defective in any way, shall be reported to the

RE/COR before it is disturbed. Materials and workmanship used in restoring work, shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

B. Upon completion of contract, deliver work complete and undamaged.

Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, landscape stone, lawns, paving, roads, walks, etc.)

disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At the Contractor's own expense, the Contractor shall immediately restore to service and repair any damage caused by the Contractor's workmen to existing piping and conduits, wires, cables, etc., of utility services, fire protection systems, communications systems

(including telephone), irrigation system control and power, which are indicated on drawings and which are not scheduled for discontinuance or abandonment.

D. Expense of repairs to such utilities and systems not shown on drawings or locations of which are unknown will be covered by adjustment to contract time and price in accordance with clause entitled "CHANGES"

(FAR 52.243-4 and VAAR 852.236-88) and "DIFFERING SITE CONDITIONS" (FAR

52.236-2).

1.12 PHYSICAL DATA

A. Data and information furnished or referred to below is for the

Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

1. The indications of physical conditions on the drawings and in the specifications are the result of site investigations by A/E.

(FAR 52.236-4)

B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration conducted by Terracon are shown diagrammatically on drawings.

C. A copy of the geotechnical engineering report is an Appendix to these specifications and shall be considered part of the contract documents.

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01 00 02 - 16

D. The Government does not guarantee that other materials will not be encountered nor that proportions, conditions or character of several materials will not vary from those indicated by explorations. Bidders are expected to examine the site of work and logs of borings and, after investigation, decide for themselves the character of materials and make their bids accordingly. Upon proper application to the Department of Veterans Affairs, including approved scheduling bidders will be permitted to make subsurface explorations of their own at site.

1.13 PROFESSIONAL SURVEYING SERVICES

A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections.

The Contractor shall certify that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.14 LAYOUT OF WORK

A. The Contractor shall lay out the work from Government established base lines and bench marks indicated on the drawings, and shall be responsible for all measurements in connection with the layout. The

Contractor shall furnish, at the Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work. The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the RE/COR. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the RE/COR until authorized to remove them. If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the RE/COR may replace them and deduct the expense of the replacement from any amounts due or to become due to the

Contractor.

(FAR 52.236-17)

B. Establish and plainly mark center lines for each building and/or addition to each existing building, lines for each gravesite control monument, and such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, roads, parking

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01 00 02 - 17 lots, gravesite control monuments, are in accordance with lines and elevations shown on contract drawings.

C. Following completion of general mass excavation and before any other permanent work is performed, establish and plainly mark (through use of appropriate batter boards or other means) sufficient additional survey control points or system of points as may be necessary to assure proper alignment, orientation, and grade of all major features of work. The

Survey shall include, but not be limited to, location of lines and grades of footings, exterior walls, center lines of columns in both directions, major utilities and elevations of floor slabs:

1. Such additional survey control points or system of points thus established shall be checked and certified by a registered land surveyor or registered civil engineer. Furnish such certification to the RE/COR before any work (such as footings, floor slabs, columns, walls, utilities and other major controlling features) is placed.

D. During progress of work, the Contractor shall have lines, grades, locations and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the

RE/COR before any major items of concrete work are placed. In addition, furnish to the RE/COR certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

2. Elevations of bottoms of footings and tops of floors of each building and/or addition.

3. Lines and elevations of sewers and of all outside distribution systems.

4. Lines of grave plot documentation.

5. Lines of elevations of all swales and interment areas.

6. Lines and elevations of roads, streets and parking lots.

7. Northing/Easting coordinate locations and elevation of all water, sanitary, storm, gas and irrigation structures, directional fittings, control wire and lines.

10. Northing/Easting coordinate locations for each gravesite grid monument.

E. Upon completion of the work, the Contractor shall furnish the RE/COR with reproducible drawings, in AutoCAD form, at the scale of the

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01 00 02 - 18 contract drawings, showing the finished grade on the grid developed for constructing the work. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

F. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of

Article "Professional Surveying Services".

1.15 AS-BUILT DRAWINGS

A. The Contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, which will include all contract changes, modifications and clarifications.

B. All variations shall be shown in the same general detail as used in the contract drawings. To insure compliance, as-built drawings shall be made available for the RE/COR's review, as often as requested.

C. The Contractor shall deliver two approved completed sets of as-built drawings to the RE/COR within 15 calendar days after acceptance of the project by the RE/COR.

D. Paragraphs A, B, & C shall also apply to all shop drawings.

1.16 USE OF ROADWAYS

A. For hauling, use only established public roads and permanent roads on

Cemetery property. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

B. When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at the time set for completion of such buildings or parts thereof.

1.17 TEMPORARY COMMITTAL SHELTER

A. The Contractor shall, in the location indicated on the plans, provide for a temporary committal shelter for Cemetery use while existing permanent committal shelter is unable to be used during certain phases of the work.

B. Temporary committal shelter shall be a 20ft by 20ft white canopy tent.

Canopy tent shall be in “like new” condition.

C. Canopy tent shall be securely anchored to ground to prevent movement/uplift during entire length of use. Means of anchoring shall be reviewed by CO/COR and adjusted by Contractor should the proposed method of anchoring prove inadequate.

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01 00 02 - 19

D. Once use of existing permanent committal shelter is restored and approved by CO/COR, Contractor shall remove temporary committal shelter and all appurtenances in a timely manner. Contractor shall repair all damaged Cemetery property not scheduled for replacement.

1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

A. Use of new installed mechanical and electrical equipment to provide heat, ventilation, plumbing, light and power will be permitted subject to compliance with the following provisions:

1. Permission to use each unit or system must be given by RE/COR. If the equipment is not installed and maintained in accordance with the following provisions, the RE/COR will withdraw permission for use of the equipment.

2. Electrical installations used by the equipment shall be completed in accordance with the drawings and specifications to prevent damage to the equipment and the electrical systems, i.e. transformers, relays, circuit breakers, fuses, conductors, and their overload elements shall be properly sized, coordinated and adjusted. Voltage supplied to each item of equipment shall be verified to be correct and it shall be determined that motors are not overloaded. The electrical equipment shall be thoroughly cleaned before using it and again immediately before final inspection including vacuum cleaning and wiping clean interior and exterior surfaces.

3. Units shall be properly lubricated, balanced, and aligned.

Vibrations must be eliminated.

4. Automatic temperature control systems for preheat coils shall function properly and all safety controls shall function to prevent coil freeze-up damage.

5. The air filtering system utilized shall be that which is designed for the system when complete, and all filter elements shall be replaced at completion of construction and prior to testing and balancing of system.

6. All components of heat production and distribution system, metering equipment, condensate returns, and other auxiliary facilities used in temporary service shall be cleaned prior to use; maintained to prevent…

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