AMMEND 9-1-22 Design Specifications Sarasota Expansion.pdf

WFS

PROJECT

Issued for Construction

Sarasota National Cemetery

Gravesite Expansion Project No.: 931-003, 100% Construction Documents October 14

Walker Federal Services, LLC

MKEC Engineering, Inc.

Principal Engineering, Inc.

Gator Engineering & Aquifer

R&R Construction Services, Inc.

PROJECT MANUAL

for Construction

Sarasota National Cemetery

Gravesite Expansion 003, -004, -006

Construction Documents October 14, 2021

Prime Consultant:

Subconsultants:

MKEC Engineering, Inc.

Hydro Designs, Inc.

Principal Engineering, Inc.

Gator Engineering & Aquifer Restoration, Inc.

ECS Florida, LLC.

R&R Construction Services, Inc.

931-003, 004, 006

SIGNATURE PAGE

Lead Design

I, Gilbert E. Morgan prepared by me, or under licensed Landscape Architect under the laws of the

013216.13, 013323, 014219, 014529, 01 56 39, 017419, 101400, 131213, 322514, 320523, 323300, 329000.

Architect

Walker Federal Servi

I, Lane Ikeler me, or under my direct supervision, and that I am a duly licensed

Professional Architect under the laws of the State of Florida: 040513, 040516, 042000, 044300, 047200, 074113

Professional Engineer

Florida COA # 00009653

Rd, Wichita, KS 67206

I, Scott P. Evans documents were am a duly licensed Professional Engineer under the laws of the

Florida:

312310, 312319, 312320, 3

321210, 321370, 321710, 331110, 334100.

Professional Engineer

Florida COA # 00009653

Rd, Wichita, KS 67206

I, Brian W. Braudaway, Florida PE # 65101, documents were am a duly licensed Professional Engineer under the laws of the

Florida:

262416, 26

100% Design Development

ISSUED FOR CONSTRUCTION

Lead Design Consultant, Landscape Architect

Walker Federal Services, LLC.

Gilbert E. Morgan, hereby certify that the following documents were prepared by me, or under my direct supervision, and that I am a duly licensed Landscape Architect under the laws of the State of Florida

013216.13, 013323, 014219, 014529, 01 56 39, 017419, 101400, 131213, 322514, 320523, 323300, 329000.

Architect

Walker Federal Services, LLC

Lane Ikeler, hereby certify that the following documents were prepared by me, or under my direct supervision, and that I am a duly licensed

Professional Architect under the laws of the State of Florida: 040513, 040516, 042000, 044300, 047200, 071113, 071300, 072200, 072400, 074113, 076000, 077123, 077200, 233401.

Professional Engineer, Civil

Florida COA # 00009653, MKEC Engineering Consultants, Inc

Rd, Wichita, KS 67206

Scott P. Evans, Florida PE # 87571, hereby certify that the following documents were prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the

Florida: 015719, 024100, 031010, 032010, 033050, 311010, 312000, 312310, 312319, 312320, 312330, 312510, 313115, 315010, 321115, 321210, 321370, 321710, 331110, 334100.

Professional Engineer, Electrical

Florida COA # 00009653, MKEC Engineering Consultants, Inc., 411 N Webb

Rd, Wichita, KS 67206

I, Brian W. Braudaway, Florida PE # 65101, hereby certify that th documents were prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the

Florida: 260500, 260519, 260526, 260529, 260533, 260534, 260553, 262416, 262726, 262813, 264113, 265100.

% Design Development

October 14, 2021

FOR CONSTRUCTION

e following documents were

, and that I am a duly

State of Florida: 010002, 013216.13, 013323, 014219, 014529, 01 56 39, 017419, 101400, 131213, , hereby certify that the following documents were prepared by me, or under my direct supervision, and that I am a duly licensed

Professional Architect under the laws of the State of Florida: 040513, 071113, 071300, 072200, 072400, , MKEC Engineering Consultants, Inc., 411 N Webb e following prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the State of

015719, 024100, 031010, 032010, 033050, 311010, 312000, 12330, 312510, 313115, 315010, 321115, MKEC Engineering Consultants, Inc., 411 N Webb certify that the following prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the State of

260500, 260519, 260526, 260529, 260533, 260534, 260553, 931-003, 004, 006

Professional Engineer, Structural

Principal

I, Henry I. DiFranco Jr.

prepared by me, or under my direct supervision, and that I am a duly licensed

034824, Irrigation Consultant

Hydro Designs

I, Michael Krones prepared by me, or under my direct supervision

Landscape Irrigation Designer registered w

328400

100% Design Development

ISSUED FOR CONSTRUCTION

Professional Engineer, Structural

Principal Engineering, Inc.

Henry I. DiFranco Jr., hereby certify that the following documents were prepared by me, or under my direct supervision, and that I am a duly licensed Professional Engineer under the laws of the State of Florida

034824, 051200, 053100.

Irrigation Consultant

Hydro Designs, Inc.

Michael Krones, hereby certify that the following documents were prepared by me, or under my direct supervision, and that I am a Certified

Landscape Irrigation Designer registered with the Irrigation Association

0.

% Design Development

October 14, 2021

FOR CONSTRUCTION

e following documents were prepared by me, or under my direct supervision, and that I am a duly

Professional Engineer under the laws of the State of Florida:

e following documents were that I am a Certified ith the Irrigation Association:

Sarasota National Cemetery 100% Construction Documents

Gravesite Expansion October 14, 2021

931-003, -004, -006 ISSUED FOR CONSTRUCTION

TABLE OF CONTENTS 00 01 10 - 1

SECTION 00 01 10 - TABLE OF CONTENTS

00 00 00 Cover Page 1

00 00 01 Signature Page 3

00 01 10 Table of Contents 5

00 01 15 List of Drawing Sheets 7

01 00 02 General Requirements 11

01 32 16.13 Network Analysis Schedules 33

01 33 23 Shop Drawings, Product Data, and Samples 47

01 42 19 Reference Standards 53

01 45 29 Testing Laboratory Services 63

01 56 39 Temporary Tree and Plant Protection 77

01 57 19 Temporary Environmental Controls 87

01 74 19 Construction Waste Management 93

01 81 13 Sustainable Construction Requirements 99

02 41 00 Demolition 115

03 10 10 Concrete Forms and Accessories 117

03 20 10 Concrete Reinforcement 123

03 30 50 Miscellaneous Cast-In-Place Concrete 127

03 48 24 Precast Concrete Columbarium Units 135

04 05 13 Masonry Mortaring 149

04 05 16 Masonry Grouting 155

04 20 00 Unit Masonry 159

04 43 13.16 Adhered Stone Masonry Veneer 167

04 72 00 Cast Stone Masonry 181

05 12 00 Structural Steel Framing 191

05 31 00 Steel Decking 199

07 11 13 Bituminous Dampproofing 205

07 13 00 Sheet Waterproofing 207

07 22 00 Roof and Deck Insulation 211

07 24 23 Direct Exterior Finish Systems 217

07 41 13 Standing Seam Metal Roofing 223

07 60 00 Flashing and Sheet Metal 231

07 71 00 Roof Specialties 245

10 14 00 Exterior Signage 251

13 12 13 Exterior Fountains 263

23 34 01 High-Volume Low-Velocity Propeller Fans 267

26 05 00 Common Work Results for Electrical 271

26 05 19 Wires, Cables, Splices, and Terminations 291

26 05 26 Grounding and Bonding 301

26 05 29 Hangers and Supports for Electrical Systems 309

26 05 33 Raceways and Fittings 317

TABLE OF CONTENTS 00 01 10 - 2

26 05 34 Boxes 327

26 05 53 Electrical Identification 333

26 24 16 Panelboards 337

26 27 26 Wiring Devices 343

26 28 13 Fuses, Circuit Breakers, and Enclosed Switches 349

26 41 13 Lightning Protection for Structures 355

26 51 00 Interior Lighting 361

31 10 10 Site Clearing 369

31 20 00 Earth Moving 371

31 23 10 Excavation and Fill 381

31 23 19 Dewatering 391

31 23 20 Flowable Fill 393

31 23 30 Trenching, Backfilling and Compacting 395

31 25 10 Storm Water Discharge 399

31 25 14 Cellular Confinement 401

31 31 15 Termite Control 407

31 50 10 Excavation Support and Protection 411

32 05 23 Cement and Concrete for Exterior Improvements 415

32 11 15 Crushed Rock Subgrade 431

32 12 10 Hot-Mix Asphaltic Pavement 437

32 13 70 Pavement Joint Sealants 445

32 17 10 Pavement Markings 449

32 33 00 Site Furnishings 451

32 84 00 Planting Irrigation 459

32 90 00 Planting 515

33 11 10 Site Water Lines 541

33 41 00 Storm Utility Drainage Piping 553

33 46 00 Subdrainage 561

Appendix A Geotechnical Report, 2018 567

Appendix B Geotechnical Report, 2021 615

Appendix B.1 Geotechnical Report, Addendum 1, 2021 709

Appendix B.2 Geotechnical Report, Addendum 2, 2021 739

LIST OF DRAWINGS 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.

# Sheet Title

001 GI-101 COVER SHEET

002 GI-102 TABLE OF CONTENTS

003 GI-103 CONSTRUCTION SEQUENCE & PHASING PLAN

004 VF-101 EXISTING CONDITIONS SURVEY 1 - KEY

005 VF-102 EXISTING CONDITIONS SURVEY 1 - OVERALL PLAN

006 VF-111 EXISTING CONDITIONS SURVEY 1 - NW SECTION

007 VF-112 EXISTING CONDITIONS SURVEY 1 - NE SECTION

008 VF-113 EXISTING CONDITIONS SURVEY 1 - CENTRAL EAST SECTION

009 VF-114 EXISTING CONDITIONS SURVEY 1 - CENTRAL WEST SECTION

010 VF-115 EXISTING CONDITIONS SURVEY 1 - SW SECTION

011 VF-116 EXISTING CONDITIONS SURVEY 1 - SE SECTION

012 VF-201 EXISTING CONDITIONS SURVEY 2 - KEY

013 VF-202 EXISTING CONDITIONS SURVEY 2 - CONSTRUCTION ENTRANCE AREA

014 VF-203 EXISTING CONDITIONS SURVEY 2 - MAINTENANCE YARD AREA

015 VF-204 EXISTING CONDITIONS SURVEY 2 - EAST PROPERTY LINE AREA

016 VF-205 EXISTING CONDITIONS SURVEY 2 - FILL STOCKPILE AREA

017 VF-206 EXISTING CONDITIONS SURVEY 2 - FILL STOCKPILE AREA

018 VF-207 EXISTING CONDITIONS SURVEY 2 - LAKE BORROW AREA

019 VF-208 EXISTING CONDITIONS SURVEY 2 - COLUMBARIUM AREA

019A VF-209 EXISTING CONDITIONS SURVEY 2 - TEMPORARY CSS-T AREA

019B VF-210 EXISTING CONDITIONS SURVEY 2 - TEMPORARY CSS-T AREA

020 CD-101 DEMOLITION PLAN

021 CE-101 EROSION CONTROL PLAN 1

022 CE-102 EROSION CONTROL PLAN 2

023 CE-103 EROSION CONTROL PLAN 3

024 CE-201 EROSION CONTROL DETAILS

025 CG-101 GRADING PLAN - KEY

026 CG-111 GRADING PLAN 1 - SECTIONS 20, 22, 24 & CSS AREA

027 CG-112 GRADING PLAN 2 - SECTIONS 21, 23 & COLUMBARIUM AREA

028 CG-113 GRADING PLAN 3 - SECTIONS 25, 26, 27, 28, 30

029 CG-114 GRADING PLAN 4 - HAUL ROAD SOUTH

030 CG-115 GRADING PLAN 5 - STOCKPILE BORROW

031 CG-116 GRADING PLAN 6 - HAUL ROAD SOUTH

032 CG-117 GRADING PLAN 7 - POND EXPANSION

033 CG-118 GRADING PLAN 8 - COLUMBARIUM AREA 1

LIST OF DRAWINGS 00 01 15 - 2

034 CG-119 GRADING PLAN 9 - COLUMBARIUM AREA 2

035 CJ-101 ROADWAY PAVEMENT LAYOUT PLAN

036 CJ-111 PLAN & PROFILE - NAVY LOOP

037 CJ-112 PLAN & PROFILE - NAVY LOOP

038 CJ-113 PLAN & PROFILE - SPACE FORCE WAY

039 CJ-114 PLAN & PROFILE - SPACE FORCE WAY

040 CJ-115 PLAN & PROFILE - SHELTER C ROAD

041 CJ-116 PLAN & PROFILE - SHELTER C ROAD

042 CJ-117 PLAN & PROFILE - HONOR GUARD ROAD

043 CJ-201 CONSTRUCTION DETAILS - NAVY LOOP PAVING SECTIONS

044 CJ-202 CONSTRUCTION DETAILS - SPACE FORCE WAY PAVING SECTIONS

045 CJ-203 CONSTRUCTION DETAILS - SHELTER C ROAD PAVING SECTIONS

046 CJ-204 CONSTRUCTION DETAILS - MISC. PAVING

047 CJ-301 STRIPING ENLARGEMENT - SPACE FORCE WAY

048 CJ-302 STRIPING ENLARGEMENT - SHELTER C ROAD PARKING

049 CS-101 STORMWATER PLAN & PROFILE SWS LINE 1

050 CS-102 STORMWATER PLAN & PROFILE SWS LINE 1 (CONTINUED)

051 CS-103 STORMWATER PLAN & PROFILE - SWS LINE 2 & 3

052 CS-104 STORMWATER PLAN & PROFILE - SWS LINE 4

053 CS-105 STORMWATER PLAN & PROFILE - SWS LINE 5

054 CS-106 COLUMBARIUM PLAZA UNDERDRAIN LAYOUT 1

055 CS-107 COLUMBARIUM PLAZA UNDERDRAIN LAYOUT 2

056 CS-201 CONSTRUCTION DETAILS - STORM SEWER FRAMES & GRATES

057 CS-202 CONSTRUCTION DETAILS - CATCH BASINS & CLEANOUTS

057A CS-301 TEMPORARY COMMITTAL SERVICE SHELTER

058 LS-101 SITE DEVELOPMENT PLAN - POND 1D

059 LS-102 SITE DEVELOPMENT PLAN - SECTIONS 26, 28, 30

060 LS-103 SITE DEVELOPMENT PLAN - SECTIONS 20, 22, 24

061 LS-104 SITE DEVELOPMENT PLAN - NAVY LOOP TERMINUS

062 LS-105 SITE DEVELOPMENT PLAN - SECTIONS 25, 27

063 LS-106 SITE DEVELOPMENT PLAN - SECTIONS 21, 23

064 LS-201 SIGNAGE PLAN

065 LS-301 CONSTRUCTION DETAILS - SITE MOBILIZATION

066 LS-302

CONSTRUCTION DETAILS - PRODUCT SCHEDULE, PEDESTRIAN PAVING &

MARKERS

067 LS-303 CONSTRUCTION DETAILS - SITE FURNISHINGS

068 LS-304 CONSTRUCTION DETAILS - SITE SIGNAGE

069 LS-305 CONSTRUCTION DETAILS - SITE SIGNAGE GRAPHICS

070 LS-401 GRAVESITE NUMBERING PLAN - KEY PLAN

071 LS-411 GRAVESITE NUMBER PLAN - SECTION 20

LIST OF DRAWINGS 00 01 15 - 3

072 LS-412 GRAVESITE NUMBER PLAN - SECTIONS 22, 24

073 LS-413 GRAVESITE NUMBER PLAN - SECTIONS 26, 28

074 LS-414 GRAVESITE NUMBER PLAN - SECTION 30

075 LS-415 GRAVESITE NUMBER PLAN - SECTIONS 21, 23

076 LS-416 GRAVESITE NUMBER PLAN - SECTION 25, 27

077 LP-101 PLANTING PLAN - POND 1D

078 LP-102 PLANTING PLAN - SECTIONS 26, 28, 30

079 LP-103 PLANTING PLAN - SECTIONS 20, 22, 24

080 LP-104 PLANTING PLAN - NAVY LOOP TERMINUS

081 LP-105 PLANTING PLAN - SECTIONS 25, 27

082 LP-106 PLANTING PLAN - SECTIONS 21, 23

083 LP-107 PLANTING PLAN - COLUMBARIA

084 LP-108 PLANTING PLAN - LAKE EXPANSION HAUL ROUTE

085 LP-109 PLANTING PLAN - SOIL STOCKPILE - WEST

086 LP-110 PLANTING PLAN - SOIL STOCKPILE - EAST

087 LP-111 PLANTING PLAN - LAKE EXPANSION HAUL ROUTE

088 LP-112 PLANTING PLAN - LAKE EXPANSION - NORTHWEST

089 LP-113 PLANTING PLAN - LAKE EXPANSION - NORTHEAST

090 LP-114 PLANTING PLAN - LAKE EXPANSION HAUL ROUTE

091 LP-115 PLANTING PLAN - LAKE EXPANSION - SOUTHWEST

092 LP-116 PLANTING PLAN - LAKE EXPANSION - SOUTHEAST

093 LP-201 PLANT SCHEDULE

094 LP-202 PLANTING DETAILS

095 LI-001 IRRIGATION NOTES

096 LI-101 IRRIGATION PLAN - COLUMBARIA & SECTION 21

097 LI-102 IRRIGATION PLAN - SECTIONS 20 & 23

098 LI-103 IRRIGATION PLAN - CSS C, SECTIONS 22 & 24

099 LI-104 IRRIGATION PLAN - SECTIONS 26, 28 & 30

100 LI-105 IRRIGATION PLAN - SECTIONS 25 & 27

101 LI-111 IRRIGATION REPAIR SITE PLAN - MAIN ENTRANCE AREA

102 LI-112 IRRIGATION REPAIR SITE PLAN - ADMINISTRATION BUILDING AREA

103 LI-113 IRRIGATION REPAIR SITE PLAN - MAINTENANCE GATE AREA

104 LI-114 IRRIGATION REPAIR SITE PLAN - SECTIONS 1-10, 12, 16

105 LI-115 IRRIGATION REPAIR SITE PLAN - COLUMBARIUM AREA

106 LI-116 IRRIGATION REPAIR SITE PLAN - MAINTENANCE YARD AREA

107 LI-117 IRRIGATION REPAIR SITE PLAN - SECTIONS 16-19

108 LI-121 IRRIGATION CONTROLLER REPLACEMENT SITE PLANS

109 LI-401 IRRIGATION DEMOLITION PLAN

110 LI-501 IRRIGATION DETAILS

LIST OF DRAWINGS 00 01 15 - 4

111 LI-502 IRRIGATION DETAILS

112 LI-503 IRRIGATION DETAILS

113 A-101 COMMITTAL SHELTER FLOOR & REFLECTED CEILING PLAN

114 A-102 COMMITTAL SHELTER ROOF PLAN, FURNITURE & EQUIPMENT PLAN

115 A-111 COMMITTAL SHELTER ELEVATIONS

116 A-121 COMMITTAL SHELTER BUILDING SECTIONS

117 A-122 COMMITTAL SHELTER BUILDING SECTIONS

118 A-123 COMMITTAL SHELTER C STANDING SEAM METAL ROOF TYPICAL DETAILS

119 A-200 COLUMBARIUM SITE PLAN

120 A-201 COLUMBARIUM ELEVATIONS - PLAZA A

121 A-202 COLUMBARIUM ELEVATIONS - PLAZA B

122 A-203 COLUMBARIUM ELEVATIONS - PLAZA E

123 A-204 COLUMBARIUM ELEVATIONS - PLAZA F

124 A-205 COLUMBARIUM ELEVATIONS - PLAZA G

125 A-206 COLUMBARIUM ELEVATIONS - PLAZA H

126 A-211 COLUMBARIUM DETAILS - TYPICAL ELEVATIONS & PLAN

127 A-212 COLUMBARIUM DETAILS - TYPICAL SECTIONS & ENLARGEMENTS

128 A-213 COLUMBARIUM DETAILS - TYPICAL PRECAST UNITS

129 A-214 COLUMBARIUM DETAILS - TYPICAL CAP UNITS

130 A-215 COLUMBARIUM PLANTER DETAILS

131 A-301 EXISTING COLUMBARIUM REFURBISHMENT

132 A-302 EXISTING COLUMBARIUM REFURBISHMENT

133 ES-101 SITE ELECTRICAL NOTES

134 ES-102 SITE AND POWER PLAN - NORTH

135 ES-103 SITE AND POWER PLAN - SOUTH

136 ES-104 ENLARGED POWER & LIGHTING PLAN - COMMITTAL SHELTER

137 ES-105 ENLARGED LIGHTNING PROTECTION PLANS

138 ES-106 UTILITY BUILDING MODIFICATIONS

139 ES-107 ELECTRICAL ONE-LINE DIAGRAM

140 ES-201 ELECTRICAL DETAILS & SCHEDULES

140A ES-301 ELECTRICAL SITE PLAN - COMMITTAL SHELTERS A, B, T

140B ES-302 ELECTRICAL DETAILS - COMMITTAL SHELTER A

140C ES-303 ELECTRICAL DETAILS - COMMITTAL SHELTER B

140D ES-304 ELECTRICAL DETAILS - COMMITTAL SHELTER T

140E ES-305 ELECTRICAL DETAILS - COMMITTAL SHELTER T

141 S-001 STRUCTURAL NOTES

142 S-101 COMMITTAL SHELTER FOUNDATION & ROOF FRAMING PLAN

143 S-201 COMMITTAL SHELTER SECTIONS AND DETAILS

144 S-301 COLUMBARIUM FOUNDATION

END OF SECTION 00 01 15

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 TEMPORARY TOILETS

1.16 AVAILABILITY AND USE OF UTILITY SERVICES

1.17 INSTRUCTIONS

1.18 GOVERNMENT-FURNISHED PROPERTY

1.19 CONSTRUCTION SIGN

1.20 SAFETY SIGN

1.21 CONSTRUCTION DIGITAL IMAGES

1.22 FINAL ELEVATION PHOTOGRAPHS

1.23 HISTORIC PRESERVATION

1.24 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 GRAVESITE EXPANSION, as required by drawings and specifications.

Project consists of 3 discrete project numbers (931-003, 931-004, 931-006) awarded as a single contract under 931-004. Any separate references to -003 & -006 do not constitute separate scopes and are no longer applicable as such.

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

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 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 COR.

E. All employees of general contractor and subcontractors shall comply with security requirements as established by the COR. 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. All employees of general contractor or subcontractors shall, at the minimum, have successfully completed the 10-hour OSHA 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. GENERAL: Work of the Contract includes general construction, alterations, roads, walks, structures, grading, drainage, electrical work, irrigation systems, and necessary removal of existing structures and construction and certain of other items.

GENERAL REQUIREMENTS 01 00 02- 2

B. BASE BID: Construction of In-ground Cremains, Traditional Bury graves, Columbaria, Committal

Service Shelters C and T, electrical upgrades to existing Committal Service Shelters A and B, roads, curbs & gutters, pedestrian walks, grading, drainage, electrical systems, landscaping, fountain, new irrigation systems, signage, and appurtenances.

1. Provide Early Turnover of select areas indicated on Drawings, generally as follows.

a. Temporary Committal Service Shelter T: Complete prior to beginning work disruptive to interment services at existing Committal Service Shelter A. Obtain

COR’s approval of completed Temporary Committal Service Shelter T prior to starting other work.

b. Committal Shelter A electrical upgrades.

c. Proposed Columbaria A, B, and G.

d. IGC Section 21 area.

2. BID OPTION 1: Repairs to existing Columbaria C and D.

3. BID OPTION 2: Repairs to existing irrigation system.

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. AFTER AWARD OF CONTRACT, digital background file(s) 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 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 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 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 COR.

GENERAL REQUIREMENTS 01 00 02- 3

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 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 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.

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 COR upon request.

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

GENERAL REQUIREMENTS 01 00 02- 4

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 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 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 COR that individuals have undergone the Contractor’s safety briefing.

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

GENERAL REQUIREMENTS 01 00 02- 5

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).

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 COR/Cemetery Director.

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

Report findings and Corrective actions weekly to COR.

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.

M. Hot Work: Perform and safeguard hot work operations in accordance with NFPA 241 and NFPA

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

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

Coordinate with, and report findings and Corrective actions weekly to 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 site weekly.

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 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 COR and shall be built with labor and materials

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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 COR, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the 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.

Contractor parking will be only in areas and on roadways designated and agreed to by the COR in agreement of the Cemetery.

E. Workers 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 ensure such executions, the Contractor shall furnish the COR with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site or portion thereof. In addition, the Contractor shall notify the COR two weeks in advance of the proposed date of starting work in each specific area of site. Arrange such dates to ensure accomplishment of this work in successive phases mutually agreeable to the Cemetery

Director, COR and Contractor, as follows:

1. Early Turnover Section: Completion not later than December 30, 2022.

2. General Construction: Period of Performance not greater than 18 consecutive months from

Notice to Proceed.

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 area

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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 COR.

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 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 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 COR, and Cemetery Director’s prior knowledge and written approval.

2. The Contractor shall submit a request to interrupt any such services to both 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 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 COR.

5. In case of a contract construction emergency, service will be interrupted on approval of

COR. Such approval will be confirmed in writing as soon as practical.

GENERAL REQUIREMENTS 01 00 02- 8

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.

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 COR.

N. Coordinate the work for this contract with other construction operations as directed by 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 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 work sufficiently in advance of Easter Sunday, Mother's Day, Father's Day, Memorial Day, Veterans Day and/or federal holidays, to permit contractor 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

GENERAL REQUIREMENTS 01 00 02- 9

only remove trees when specifically authorized to do so, and not damage 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.

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 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;

GENERAL REQUIREMENTS 01 00 02- 10

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 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 plumbing, gas, water, irrigation, or electric work without approval of the COR.

Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the 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 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, communications systems, 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).

1.9 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 Southeastern Survey and Mapping, Inc.

GENERAL REQUIREMENTS 01 00 02- 11

(FAR 52.236-4)

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

C. A copy of the geotechnical 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.

1.10 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.

1.11 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 COR. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the 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 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

GENERAL REQUIREMENTS 01 00 02- 12

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 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 COR before any major items of concrete work are placed. In addition, furnish to the 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. Lines and elevations and location within their respective plots.

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

9. Northing/Easting coordinate locations, elevation, and depth below finished grade of all water, sanitary, storm, gas and irrigation structures, directional fittings, control wire and lines.

GENERAL REQUIREMENTS 01 00 02- 13

10. Northing/Easting coordinate locations for each gravesite grid monument (gravesite control marker).

E. Upon completion of the work, the Contractor shall furnish the 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".

1.12 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 COR's review, as often as requested.

C. The Contractor shall deliver two approved completed sets of as-built drawings to the COR within

15 calendar days after acceptance of the project by the COR.

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

1.13 USE OF ROADWAYS

A. For hauling, use only established public roads and designated permanent roads on Cemetery property and, Contractor constructed temporary roads which are necessary in the performance of contract work. Temporary roads shall be constructed by the Contractor at the Contractor's expense following approved plans that include: construction, operation, and maintenance.

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 operations. These roads may be used by all who have business thereon within zone of operations.

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 COR provide

GENERAL REQUIREMENTS 01 00 02- 14

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 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 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. Water is available at no cost to the Contractor.

GENERAL REQUIREMENTS 01 00 02- 15

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 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 TESTS

A. Pre-test mechanical and electrical equipment and systems and make corrections required for proper operation of such systems before requesting final tests. Final test will not be conducted unless pre-tested.

B. Conduct final tests required in various sections of specifications in presence of an authorized representative of the COR. Contractor shall furnish all labor, materials, equipment, instruments, and forms, to conduct and record such tests.

C. Mechanical and electrical systems shall be balanced, controlled and coordinated. A system is defined as the entire complex which must be coordinated to work together during normal operation to produce…