S02_Attachment-2_Specifications_916CM3017.pdf

NCA SPECIFICATIONS

DALLAS – FORT WORTH NATIONAL

CEMETERY

DALLAS, DALLAS COUNTY, TEXAS

PROJECT NO. 916CM3017

BURIAL EXPANSION

Prepared for:

United States Department of Veterans Affairs

Prepared By:

GORDON

148 S. Queen St. Suite 201 Martinsburg, WV 25401

Bid Documents May 26, 2020

ROBERT W. BECCARD

84064

P

R

O

F

E

S

S

I

O

N A L

E

N

G

I

N

E

E

R

S

T

A

T

E

O F

T

E

X

A

S

L

I

C

E

N S

E

D

AutoCAD SHX Text

RYAN P. PERKS CIVIL ENGINEER GORDON

AutoCAD SHX Text

ROBERT W. BECCARD PROFESSIONAL ENGINEER AQUA ENGINEERING INC.

AutoCAD SHX Text MARK W. SMITH LANDSCAPE ARCHITECT RVi PLANNING & LANDSCAPE ARCHITECTURE

AutoCAD SHX Text

JEREMY O. LANDRITH ELECTRICAL ENGINEER THE AES GROUP, INC.

DALLAS FORT WORTH NATIONAL CEMETERY PROJECT NO. 886CM3024

BURIAL EXPANSION MAY 26, 2020

BID DOCUMENTS

TABLE OF CONTENTS

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

NCA MASTER SPECIFICATIONS

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 06-14 01 32 17 Network Analysis Schedules 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 01 81 13 Sustainable Construction Requirements 08-16

DIVISION 02 – EXISTING CONDITIONS

02 41 10 Demolition and Site Clearing 06-14

DIVISION 03 – CONCRETE

03 30 53 Cast-in-Place Concrete 06-14 03 48 21 Precast Concrete Burial Crypts (Double Depth Lawn Crypt) 06-14

DIVISION 04 – MASONRY

04 72 00 Cast Stone Masonry 06-14

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 92 00 Joint Sealants 06-14

DIVISION 10 – SPECIALTIES

10 14 00 Exterior Signage 06-14

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 26 05 19 Low-Voltage Electrical Power Conductors and Cables 26 05 26 Grounding and Bonding for Electrical Systems 26 05 41 Underground Electrical Construction 26 22 00 Low-Voltage Transformers

00 01 10-2

DIVISION 31 – EARTHWORK

31 05 19 Geotextiles for Earthwork 31 20 11 Earth Moving 11-16

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 05 23 Cement and Concrete for Exterior Improvements 11-16 32 13 13 Concrete Paving 32 17 23 Pavement Markings 11-16 32 33 00 Site Furnishings 01-17 32 84 00 Planting Irrigation 01-17 32 90 00 Planting 11-16

DIVISION 33 – UTILITIES

33 40 00 Storm Sewer Utilities 11-16

APPENDIX

Geotechnical Report

LIST OF DRAWING SHEETS

00 01 15 - 1

SECTION 00 01 15

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

SITE/CIVIL

1. GI001 COVER SHEET

2. GI002 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

3. VL100 OVERALL EXISTING CONDITIONS PLAN

4. BI100 BORING LOCATION PLAN

5. GC100 CONSTRUCTION ACCESS PLAN

6. CS100 OVERALL SITE PLAN AND KEY MAP

7. GC101 EROSION AND SEDIMENT CONTROL PLAN - NORTHWESTERN AREA

8. GC102 EROSION AND SEDIMENT CONTROL PLAN

9. GC501 EROSION AND SEDIMENT CONTROL DETAILS

10. CS101 SITE LAYOUT PLAN

11. CS102 SITE LAYOUT PLAN

12. CS103 SITE LAYOUT PLAN

13. CS110 BURIAL SECTION LAYOUT PLAN SECTIONS B1 & B2

14. CS111 BURIAL SECTION LAYOUT PLAN SECTION B3

15. CS112 BURIAL SECTION LAYOUT PLAN SECTION A1

16. CS113 BURIAL SECTION LAYOUT PLAN SECTION A2

17. CS114 BURIAL SECTION LAYOUT PLAN SECTION A3

18. CS115 BURIAL SECTION LAYOUT PLAN SECTIONS B4 & B5

19. CS116 BURIAL SECTION LAYOUT PLAN SECTION B6

20. CS117 BURIAL SECTION LAYOUT PLAN SECTION B7

21. CS118 BURIAL SECTION LAYOUT PLAN SECTION A4

22. CS119 BURIAL SECTION LAYOUT PLAN SECTION A5

23. CS120 BURIAL SECTION LAYOUT PLAN SECTION A6

24. CS121 BURIAL SECTION LAYOUT PLAN SECTION A7

25. CG101 GRADING AND DRAINAGE PLAN

26. CG102 GRADING AND DRAINAGE PLAN

27. CG103 GRADING AND DRAINAGE PLAN

28. CG110 BURIAL SECTION GRADING ENLARGEMENT SECTION B1

29. CG111 BURIAL SECTION GRADING ENLARGEMENT SECTION B2

30. CG112 BURIAL SECTION GRADING ENLARGEMENT SECTION B3

31. CG113 BURIAL SECTION GRADING ENLARGEMENT SECTION A1

32. CG114 BURIAL SECTION GRADING ENLARGEMENT SECTION A2

33. CG115 BURIAL SECTION GRADING ENLARGEMENT SECTION A3

34. CG116 BURIAL SECTION GRADING ENLARGEMENT SECTIONS B4 & B5

35. CG117 BURIAL SECTION GRADING ENLARGEMENT SECTION B6

36. CG118 BURIAL SECTION GRADING ENLARGEMENT SECTION B7

37. CG119 BURIAL SECTION GRADING ENLARGEMENT SECTION A4

38. CG120 BURIAL SECTION GRADING ENLARGEMENT SECTION A5

39. CG121 BURIAL SECTION GRADING ENLARGEMENT SECTION A6

40. CG122 BURIAL SECTION GRADING ENLARGEMENT SECTION A7

41. CT201 ROADWAY CENTERLINE PROFILE

42. CT202 ROADWAY CENTERLINE PROFILE

43. CT203 ROADWAY CENTERLINE PROFILE

44. CU260 STORM PROFILES

45. CU261 STORM PROFILES

46. CU262 STORM PROFILES

47. CU263 SWM CROSS SECTIONS

48. CU263 STORM SEWER COMPUTATIONS

00 01 15 - 2

49. DT501 CRYPT AND BURIAL SECTION DETAILS

50. DT502 CRYPT AND BURIAL SECTION DETAILS

51. DT503 ROADWAY DETAILS

52. DT504 STORM DRAINAGE DETAILS

53. DT505 STORM DRAINAGE DETAILS

54. DT506 STORM DRAINAGE DETAILS

55. CJ100 DRAINAGE AREA MAP

56. CI100 SITE SIGNAGE PLAN

57. CI501 SITE SIGNAGE DETAILS

58. CI502 SITE SIGNAGE DETAILS

LANDSCAPE

59. L-101 LANDSCAPE PLAN

60. L-102 LANDSCAPE PLAN

61. L-103 LANDSCAPE PLAN

62. L-501 PLANTING DETAILS

63. L-502 SITE AMENITY DETAILS

IRRIGATION

64. LI100 IRRIGATION NOTES AND LEGEND

65. LI101 IRRIGATION PLAN

66. LI102 IRRIGATION PLAN

67. LI103 IRRIGATION PLAN

68. LI500 IRRIGATION DETAILS

69. LI501 IRRIGATION DETAILS

70. LI502 IRRIGATION DETAILS

ELECTRICAL

71. EP101 ELECTRICAL SITE PLAN

72. EP501 ELECTRICAL DETAILS

- - - END - - -

GENERAL REQUIREMENTS

01 00 02 - 1

SECTION 01 00 02

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 the Burial Expansion at the Dallas-Fort Worth National Cemetery, 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 GORDON, 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 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. 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.

F. 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.

G. Training:

1.2 STATEMENT OF BID ITEM(S)

A. CLIN 0001, GENERAL CONSTRUCTION: Provide all labor, materials, tools, equipment and services to construct all work shown on the plans and described in the specifications. Work includes but is not limited to demolition, site preparation and erosion control, excavation, backfilling and grading, storm drainage, utilities, roads, curbs, landscape planting, irrigation and certain other items and specific tasks as further defined by the drawings and specifications. The contractor will construct the access road as part of the initial work in preparing the site for construction. The overall performance period for this project is 630 calendar days from issuance of the notice-to proceed (NTP).

01 00 02 - 2

B. CLIN 0002, PRE-PLACE CRYPTS: Procure and Deliver 8,000 pre-placed crypts for installation

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. AFTER AWARD OF CONTRACT, One electronic set of specifications and drawings will be furnished.

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 subcontractors 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 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/COR 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/COR.

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/Subcontractors 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.

01 00 02 - 3

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/COR upon request.

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

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.

F. Motor Vehicle Restrictions

1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies.

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

01 00 02 - 4 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 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 20 feet exposing overall length, separate by 10 feet.

E. Egress Routes for Construction Workers: Maintain free and unobstructed egress. Inspect daily.

Report findings and corrective actions weekly to RE/COR.

F. Fire Extinguishers: Provide and maintain extinguishers in construction areas and temporary storage areas in accordance with 29 CFR 1926, NFPA 241 and NFPA 10.

G. Flammable and Combustible Liquids: Store, dispense and use liquids in accordance with 29 CFR

1926, NFPA 241 and NFPA 30.

H. 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.

I. Fire Hazard Prevention and Safety Inspections: Inspect entire construction areas weekly.

Coordinate with, and report findings and corrective actions weekly to RE/COR.

J. 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.

K. Dispose of waste and debris in accordance with NFPA 241. Remove from site weekly.

L. 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.

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

01 00 02 - 5 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.

(FAR 52.236-10)

D. Working space and space available for storing materials shall be as shown on the drawings or as determined by the RE/COR with agreement of the Cemetery. 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. Provide unobstructed access to the Cemetery areas required to remain in operation.

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 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:

H. Construction Fence: Before construction operations begin, the Contractor shall provide a gate and fence as noted on the drawings 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 15 inches. Bottom of fences shall extend to 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.

I. 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

01 00 02 - 6 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.

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 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.

J. 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.

K. 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.

01 00 02 - 7

L. 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.

M. 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 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 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 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.

01 00 02 - 8

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.

1.8 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.

(FAR 52.236-4)

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

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

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.

1.9 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

01 00 02 - 9 regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.10 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 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 and elevations of sewers and of all outside distribution systems.

2. Lines of grave plot documentation.

01 00 02 - 10

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

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

5. Lines and elevations and location of top of pre-placed crypts within their respective plots.

6. Lines and elevations of grade over pre-placed crypts.

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

8. Northing/Easting coordinate locations and elevation 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 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".

1.11 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.

1. 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.

B. At substantial completion, the Contractor shall secure the services of a professional land surveyor, as defined in Section 1.10, to perform a site survey within the project limits in accordance with the NCA Site, Topographic, Utility, Landscape & Soil Survey scope of services, as listed in the appendix of this specification. Elements to be surveyed include, but are not limited to:

1. Location, alignment, and dimension of roads, curbs, walks, parking, and paved areas.

Indicate road centerlines with true bearings and lengths by 15 m (50') stationing. Describe curves by designating the points of curvature and tangency by station. Include all curve data as well as location of radius and vertex points. Designate roads with curbs by double lines.

Show equalities for intersecting roads by station.

2. Crown, grade, and climb of curb at road crossings contours.

3. Elevations on 50' centers on centerline of roads, edges of roads, and top and bottom of curbs, .

4. Type of pavement of roads.

5. Surface elevations on a 50' grid pattern, except where terrain features require greater detail. At abrupt changes in grade, show elevations at the tops and bottoms of slopes to the nearest 0.1'.

01 00 02 - 11

6. Site features of every character identified and located with exact measurements. Include fences, walls, areaways, steps, ramps, railings, gratings, flumes, pads, sprinkler heads, telephone poles, signage, and site furnishings.

7. All underground, overhead, and surface electrical utilities and structures. Show size, depth, and top elevation of all electrical structures, based on actual site investigation.

8. All underground and surface civil and mechanical utilities and structures. Show size depth, invert and top elevation of all utility structures, such as manholes, catch basins and headwalls, based on actual site investigation. Indicate direction of flow and size of pipe for all sewers drains and connecting lines between manholes.

9. Grid monuments.

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 & C shall also apply to all shop drawings.

1.12 USE OF ROADWAYS

A. For hauling, use only established public roads and designated permanent roads on Cemetery property and, when authorized by the RE/COR, Contractor constructed or modified temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed or modified by the Contractor at the Contractor's expense. When necessary to cross curbing, sidewalks, or similar construction, they must be protected by well-constructed bridges.

B. When new permanent roads are to be a part of this contract, the Contractor may construct them immediately to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations.

1.13 RE/COR'S FIELD OFFICE (NOT USED)

1.14 TEMPORARY TOILETS

A. Provide where directed, (for use of all Contractor's workers) ample temporary sanitary toilet accommodations with suitable sewer and water connections, or when approved by RE/COR provide suitable dry closets where directed. Keep such places clean and free from flies, and all connections and appliances connected therewith are to be removed prior to completion of contract, and premises left perfectly clean.

1.15 AVAILABILITY AND USE OF UTILITY SERVICES

A. The Government shall make all reasonably required amounts of utilities available to the

Contractor from existing outlets and supplies, as specified in the contract. The amount to be paid by the Contractor for chargeable electrical services shall be the prevailing rates charged to the

Government. The Contractor shall carefully conserve any utilities furnished without charge.

B. The Contractor, at Contractor's expense and in a workmanlike manner satisfactory to the

RE/COR, shall install and maintain all necessary temporary connections and distribution lines, and all meters required to measure the amount of electricity used for the purpose of determining

01 00 02 - 12 charges. Before final acceptance of the work by the Government, the Contractor shall remove all the temporary connections, distribution lines, meters, and associated paraphernalia.

C. The Contractor shall install meters at the Contractor's expense and furnish the Cemetery a monthly record of the Contractor's usage of electricity as hereinafter specified.

D. Heat: Furnish temporary heat necessary to prevent injury to work and materials through dampness and cold. Use of open salamanders or any temporary heating devices which may be fire hazards or may smoke and damage finished work, will not be permitted. Maintain minimum temperatures as specified for various materials:

E. Electricity (for Construction and Testing): Furnish all temporary electric services.

1. Obtain electricity by connecting to the Cemetery electrical distribution system. The Contractor shall meter and pay for electricity required for electric cranes and hoisting devices, electrical welding devices and any electrical heating devices providing temporary heat. Where not available or not convenient to connect to the Cemetery distribution system, the Contractor shall supply power via portable generators at own expense. Generators shall be acoustically screened so as not to disturb committal services and/or visitation to the adjacent columbarium.

F. Water (for Construction and Testing): Furnish temporary water service.

1. Obtain water by connecting to the Cemetery irrigation distribution system. Backflow preventer may not be required at connections to the irrigation system. Water is available at no cost to the Contractor.

2. If potable water is required and convenient connection is available the Contractor may connect to the Cemetery potable water distribution system. The Contractor shall install reduced pressure backflow preventer at each connection at own expense.

3. Maintain connections, pipe, fittings and fixtures and conserve water-use so none is wasted.

Failure to stop leakage or other wastes will be cause for revocation (at RE/COR's discretion) of use of water from the Cemetery's system.

4. Where not available or not convenient to connect to the Cemetery distribution system, the

Contractor shall supply water via portable/temporary means at his own expense.

1.16 CONSTRUCTION SIGN

A. Provide a Construction Sign where directed by the RE/COR. All wood members shall be of framing lumber. Cover sign frame with 24 gage galvanized sheet steel nailed securely around edges and on all bearings. Sign face shall be 4 feet x 5 feet and 6 inches. Provide two 4 inch by 4 inch posts (or equivalent round posts) set three feet into ground. Set bottom of sign level at three feet above ground and secure to posts with through bolts. Make posts full height of sign.

Brace posts with two by four-inch material as directed.

B. Paint all surfaces of sign and posts two coats of white semi-gloss paint. Border and letters shall be of black gloss paint, except project title which shall be blue gloss paint.

01 00 02 - 13

C. Maintain sign and remove it when directed by the RE/COR.

D. Detail Drawing of construction sign showing required legend and other characteristics of sign is a part of this specification.

1.17 SAFETY SIGN

A. Provide a Safety Sign where directed by RE/COR. Signboard shall be three feet x four feet, 3/4-inch thick exterior grade plywood. Provide two four by four-inch posts extending full height of sign and three feet into ground. Set bottom of sign level at four feet above ground.

B. Maintain sign and remove it when directed by RE/COR.

C. Detail Drawing of safety sign showing required legend and other characteristics of sign is included in this specification.

D. Post the number of accident free days on a daily basis.

1.18 CONSTRUCTION DIGITAL IMAGES

A. During construction period through completion, furnish Department of Veterans Affairs weekly color digital photographs of construction progress, 300 to 400 total, spaced evenly throughout the construction timeline. Photographs of the reinforcing steel shall be taken after all reinforcing steel, sleeves, inserts, etc. are in place but prior to setting of runways. Photographs must show distinctly, at as large a scale as possible, all parts of work embraced in picture.

B. Photographs are to be taken with a high-resolution digital camera, minimum 6 megapixels, with good wide-angle capability. The images shall be recorded in JPEG format with a minimum of 24-bit color and no reduction in actual picture size.

1. Compressed size of the file shall be no less than 80% or the original with no loss of information.

2. File names shall contain the Project number, the date the image was taken, and a unique sequential identifier, for example: 101CM3202_10-01-2013_0001. Use underscore, not spaces in digital file names.

C. The digital photo files shall become property of Government and will be both e-mailed and submitted on CD-ROM.

1. The images shall be forwarded electronically to the RE/COR via email to NAME@va.gov within 2 days of when the photo was taken. Identify the content of each picture by a caption incorporated in the photo.

2. The digital photo files shall also be submitted on CD-ROM to the RE/COR at the conclusion of the project. The CD-ROM shall also contain an index of all the images contained therein in either a TXT or Microsoft Word format.

1.19 FINAL ELEVATION PHOTOGRAPHS (NOT USED

1.20 HISTORIC PRESERVATION

01 00 02 - 14

A. Where the Contractor or any of the Contractor's employees, prior to, or during the construction work, are advised of or discover any possible archeological, historical and/or cultural resources, the Contractor shall immediately notify the RE/COR verbally, and then with a written follow up.

1.21 PROJECT HEALTH AND SAFETY PLAN

A. Prior to commencing any construction, the Contractor shall submit a site-specific Project Health and Safety Plan (PHSP). At a minimum, the PHSP shall cover the following topics:

1. Organizational structure (including Responsible Persons)

2. Site Characterization and Job Hazard Identification

3. Site Control and Security

4. Training

5. PPE

6. Heat Stress

7. Spill Containment

8. Decontamination

9. Emergency Response

10. Trench Safety

- - - E N D - - -

THIS PAGE IS INTENTIONALLY LEFT BLANK

FOR DOUBLE SIDED PRINTING

NETWORK ANALYSIS SCHEDULE

01 32 17-1

SECTION 01 32 17

NETWORK ANALYSIS SCHEDULES

(MICROSOFT PROJECT GANTT CHART)

PART 1 - GENERAL

1.1 DESCRIPTION:

A. The Contractor shall develop a Microsoft Project 2003 (or later) Gantt Chart (bar chart) schedule demonstrating fulfillment of the contract requirements. The Contractor shall keep the network up-to-date in accordance with the requirements of this section. The Contractor shall utilize the plan for scheduling, coordinating and monitoring work under this contract (including all activities of subcontractors, equipment vendors and suppliers). The Gantt Chart will be utilized to satisfy time applications.

1.2 CONTRACTOR’S REPRESENTATIVE:

A. The Contractor shall designate an in-house representative who will be responsible to prepare the schedule, review the schedule and report progress of the project to the Resident Engineer/

Contracting Officer's Representative (RE/COR).

B. The Contractor's in-house representative shall be given authority to act on behalf of the

Contractor in fulfilling the requirements of this specification section. Such authority shall not be interrupted throughout the duration of the project.

1.3 COMPUTER PRODUCED SCHEDULES:

A. The Contractor shall provide to VA monthly computer processing of all computer produced schedules generated from monthly project updates. The Contractor shall provide to VA two copies of the updated Microsoft Project Gantt Chart and an electronic copy of this data. This must be submitted with and substantively support the Contractor’s monthly payment request.

B. The Contractor is responsible for the correctness and timeliness of the computer-produced reports. The Contractor is also responsible for the accurate and timely submittal of the updated project schedule.

C. VA shall report errors in computer-produced reports to the Contractor’s representative within ten calendar days from receipt of reports. The Contractor shall reprocess the Gantt Chart and associated CDs, when requested by the RE/CPR, to correct errors that affect the schedule for the project.

1.4 THE COMPLETE PROJECT GANTT CHART SUBMITTAL:

A. The Complete Project Microsoft Project Gantt Chart will contain work activities/events as necessary to fully detail the project schedule.

B. Within ten calendar days after receipt of the Notice to Proceed, the Contractor shall submit for the

RE/COR review, a Microsoft Project Gantt Chart and a CD. Each activity/event on the Gantt

Chart schedule shall contain as a minimum, but not limited to, activity/event description, duration, start dates and finish dates. Activity constraints, not required by the contract, will not be

01 32 17-2 accepted. Logic events (non-work) will be permitted where necessary to reflect proper sequence among work events but must have zero duration.

C. The complete working Gantt Chart shall reflect the Contractor's approach to scheduling the complete project. The final Gantt Chart in its original form shall contain no contract changes or delays that may have been incurred during the final Gantt Chart development period. It shall reflect the Contractors “AS BID” or “DAY 1” schedule. Changes and /or delays shall be entered at the first monthly update after the final Gantt Chart has been approved. The Contractor should provide their requests for time and supporting time extension analysis for contract time as a result of contract changes/delays, after this update, and in accordance with Article, ADJUSTMENT OF

CONTRACT COMPLETION.

D. Within ten calendar days after receipt of the complete project Gantt Chart, the RE/COR or his representative, will do one or both of the following:

1. Notify the Contractor concerning his actions, opinions, and objections.

2. Schedule a meeting with the Contractor at, or near the job site, for joint review, correction or adjustment of the proposed plan. Within ten calendar days after the joint review, the

Contractor shall revise and shall submit two copies of the revised Gantt Chart and a revised

CD as specified to the RE/COR. The revised submission will be reviewed by the RE/COR and, if found to be as previously agreed upon, will be approved.

1.5 WORK ACTIVITY/EVENT AND COST DATA INFORMATION:

A. The Contractor shall not be required to “cost load” the computerized Microsoft Project Gantt

Chart. As part of this submission, the Contractor shall provide a separate Schedule of Costs on

AIA document G703. This Schedule of Costs shall reflect and contain all the same activities/events identified on the Gantt Chart.

B. The Contractor and the RE/COR shall use this Schedule of Costs for monthly payment purposes as referenced in the General Conditions of this agreement.

C. The Contractor and RE/COR shall agree on percentages for monthly work accomplished. The cumulative total amount of all cost loaded activities/events (including alternates) shall equal the total contract price.

D. Prorate overhead, profit and general conditions on all work activities/events for the entire project.

Negative work activity/event cost data will not be acceptable, except on VA issued contract changes.

1.6 GANTT CHART REQUIREMENTS:

A. Show on the Gantt Chart the sequence and interdependence of work activities/events required for complete performance of all items of work. In preparing the Gantt Chart, the Contractor shall:

1. Show the following on each work activity/event:

a. Concise description of the work represented by the activity/event.

b. Duration (in work days.)

01 32 17-3

2. Show activities/events as:

a. Contractor's time required for submittal of shop drawings, templates, fabrication, delivery and similar pre-construction work.

b. RE/COR and Architect-Engineer's review and approval of shop drawings, equipment schedules, samples, template, or similar items.

c. Interruption of VA Cemetery utilities, delivery of Government furnished equipment, project phasing and any other specification requirements.

d. Test, balance and adjust various systems and pieces of equipment.

e. VA inspection and acceptance activity/event with a minimum duration of five work days at the end of each phase and immediately preceding any VA move activity/event required by the contract phasing for that phase.

3. Break up the work into activities/events of durations no longer than thirty work days each, except as to non-construction activities/events (i.e., procurement of materials, delivery of equipment, concrete and asphalt curing) and any other activities/events for which the

RE/COR may approve the showing of a longer duration. The duration for VA approval of any required submittal, shop drawing, or other submittals shall not be less than ten workdays.

The construction time as determined by the Gantt Chart schedule from start to finish for any sub-phase, phase or the entire project shall not exceed the total contract duration. Describe work activities/events clearly, so the work is readily identifiable for assessment of completion.

Activities/events labeled "start," "continue," or "completion," are not specific and will not be allowed. Lead and lag time activities will not be acceptable.

4. Exterior Label Information: Provide the following information on an external label attached to each diskette(s):

a. VA project number and project location.

b. Name and telephone number of a point of contact, preferably the person who created the

CD

c. The CD number and total number of CDs in the set

d. The project data status date.

1.7 PAYMENT TO THE CONTRACTOR:

A. Monthly, the Contractor shall submit the Gantt Chart updated for remaining activity durations and a Schedule of Costs updated for costs. AIA application and certification for payment documents

G702 and G703 will be used. The payment request should reflect and be in accordance with the provisions of the following Article, PAYMENT AND…