892PC2037.23 MNC BD Specfications-Vol. 1- 22 Feb 2021.pdf
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- Solicitation number
- 36c10f21r0018
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This document outlines specifications for a construction project at Miramar National Cemetery Phase 2 in San Diego, California. The project involves new construction including buildings, retaining walls, columbarium niches, crypts, and in-ground cremains plots. The base bid includes all work completed within 730 days of the notice to proceed. Alternates include sod installation, maintenance complex upgrades, and HVAC upgrades. The specifications cover requirements for site security, operations and storage areas, alterations and restorations, surveys, as-built drawings, warranties, utilities, a resident engineer's field office, temporary facilities, and more. Completion is required by the end of the performance period and punch list items must be addressed.
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Miramar National Cemetery Phase 2 Expansion
Phase 2 Expansion-Volume 1-Specifications 22 February 2021
U.S. DEPARTMENT OF VETERANS AFFAIRS
National Cemetery Administration VA Project No: 892PC2037 Task Order No: 36C10F-19-N-0021
Miramar National Cemetery – Phase 2 Development Project No. 892PC2037.23 22 February 2021
TABLE OF CONTENTS
00 01 10-1
DEPARTMENT OF VETERANS AFFAIRS
NCA MASTER SPECIFICATIONS
Section 00 01 10
DIVISION 00 - SPECIAL SECTIONS DATE
VOLUME 1
00 01 15 List of Drawing Sheets 05-10 00 01 13 Signature Page
DIVISION 01 - GENERAL REQUIREMENTS
01 00 01 General Requirements 03-20 01 32 16.13 Network Analysis Schedules 05-12 01 33 23 Shop Drawings, Product Data, and Samples 06-14 01 35 26 Safety Requirements 01 42 19 Reference Standards 06-14 01 45 00 Quality Control 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 01 91 00 General Commissioning Requirements 12-15
DIVISION 02 – EXISTING CONDITIONS
02 41 10 Demolition and Site Clearing 06-14
DIVISION 03 – CONCRETE
03 30 53 (Short-Form) Cast-in-Place Concrete 06-14 03 48 21 Precast Concrete Burial Crypts (Double Depth Lawn
Crypt) 06-14
03 48 24 Precast Concrete Columbarium Units 06-14
DIVISION 04 – MASONRY
04 05 13 Masonry Mortaring 06-14 04 05 16 Masonry Grouting 06-14 04 20 00 Unit Masonry 06-14 04 42 00 Stone Masonry 04 43 00 Natural Stone Veneer 10-18 04 70 00 Manufactured Masonry 04 72 00 Cast Stone Masonry 06-14 04 73 00 Columbarium Niche Covers 06-14
00 01 10-2
DIVISION 05 – METALS
05 12 00 Structural Steel Decking 05 31 00 Steel Decking 06-14 05 36 00 Composite Metal Decking 06-14 05 40 00 Cold-Formed Metal Framing 06-14 05 50 00 Metal Fabrications 06-14 05 51 00 Metal Stairs 06-14
DIVISION 06 – WOOD,PLASTICS AND COMPOSITES
06 10 00 Rough Carpentry 12-15 06 20 00 Finish Carpentry 06-14 06 40 13 Interior Wood Ceiling
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 13 Thermal Insulation 12-15 07 22 00 Roof Deck Insulation 07 41 13 Metal Roofing 07 54 19 Polyvinyl-Chloride Roofing 06-14 07 60 00 Flashing and Sheet Metal 06-14 07 71 00 Roof Specialties 06-14 07 72 00 Roof Accessories 06-14 07 92 00 Joint Sealants 06-14
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames 06-14 08 31 13 Access Doors and Frames 06-14 08 41 13 Aluminum-Framed Entrances and Storefronts 06-14 08 62 23 Tubular Daylighting Devices 08 71 00 Door Hardware 08 80 00 Glazing 08 90 00 Louvers and Vents
DIVISION 09 – FINISHES
09 06 00 Schedule for Finishes 06-14 09 24 00 Portland Cement Plastering 06-14 09 29 00 Gypsum Board 06-14 09 30 13 Tiling 06-14 09 51 00 Acoustical Ceilings 06-14 09 65 13 Resilient Base and Accessories 06-14 09 65 16 Resilient Sheet Flooring 06-14 09 65 19 Resilient Tile Flooring 06-14 09 68 00 Carpeting 06-14 09 91 00 Painting 06-14
DIVISION 10 – SPECIALTIES
10 11 13 Markerboards 06-14 10 11 23 Tackboards 06-14
00 01 10-3
10 14 00 Exterior Signage 06-14 10 14 05 Interior Signage 06-14 10 28 00 Toilet and Bath Accessories 06-14 10 44 13 Fire Extinguisher Cabinets 06-14 10 44 16 Fire Extinguisher 10 51 13 Metal Lockers 06-14
DIVISION 11 - EQUIPMENT
11 83 00 Global Navigation Satellite System (GNSS) Reference
System 01-18
11 83 02 GNSS & GIS Mapping and Geodata 01-18
DIVISION 12 – FURNISHINGS
12 24 00 Window Shades 06-14 12 32 00 Manufactured Wood Casework 06-14 12 48 13 Entrance Floor Mat and Frames 06-14
Volume 2
DIVISION 22 – PLUMBING
22 05 11 Common Work Results for Plumbing 11-16 22 05 19 Meters and Gages for Plumbing Piping 11-16 22 05 23 General-Duty Valves for Plumbing Piping 11-16 22 08 00 Commissioning of Plumbing Systems 12-15 22 11 00 Facility Water Distribution 11-16 22 13 00 Facility Sanitary Vents and Piping 11-16 22 14 00 Facility Storm Drainage 11-16 22 15 00 General Service Compressed-Air Systems 11-16 22 33 00 Electric Domestic Water Heaters 11-16 22 40 00 Plumbing Fixtures 11-16
DIVISION 23 – HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
23 05 11 Common Work Results for HVAC 11-16 23 05 41 Noise and Vibration Control for HVAC Piping and
Equipment 11-16
23 05 93 Testing, Adjusting, and Balancing for HVAC 11-16 23 07 11 HVAC and Boiler Plant Insulation 11-16 23 08 00 Commissioning of HVAC Systems 12-15 23 23 00 Refrigerant Piping 11-16 23 31 00 HVAC Ducts and Casings 11-16 23 34 00 HVAC Fans 11-16 23 37 00 Air Outlets and Inlets 11-16 23 40 00 HVAC Air Cleaning Devices 11-16 23 81 00 Unitary HVAC Equipment 11-16
00 01 10-4
DIVISION 26 – ELECTRICAL
26 05 11 Requirements for Electrical Installations 07-17 26 05 19 Low-Voltage Electrical Power Conductors and Cables 07-17 26 05 26 Grounding and Bonding for Electrical Systems 07-17 26 05 33 Raceway and Boxes for Electrical Systems 07-17 26 05 41 Underground Electrical Construction 07-17 26 05 73 Overcurrent Protective Device Coordination Study 07-17 26 08 00 Commissioning of Electrical Systems 12-15 26 22 00 Low-Voltage Transformers 07-17 26 24 13 Distribution Switchboards 07-17 26 24 16 Panelboards 07-17 26 27 26 Wiring Devices 07-17 26 29 11 Motor Controllers 07-17 26 29 21 Enclosed Switches and Circuit Breakers 07-17 26 51 00 Interior Lighting 07-17 26 56 00 Exterior Lighting 07-17
DIVISION 27 – COMMUNICATIONS
27 05 11 Requirements for Communications Installations 27 05 26 Grounding and Bonding for Communications Systems 11-16 27 05 33 Conduits and Backboxes for Communications Systems 11-16 27 08 00 Commissioning of Communication Systems 12-15 27 10 00 Control, Communication and Signal Wiring 11-16
DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 08 00 Common Work Results for Electronic Safety and Security 12-15 28 31 00 Fire Detection and Alarm 03-18
DIVISION 31 – EARTHWORK
31 20 00 Earth Moving 11-16 31 23 19 Dewatering 11-16
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 05 23 Cement and Concrete for Exterior Improvements 11-16 32 12 16 Asphalt Paving 11-16 32 17 23 Pavement Markings 11-16 32 31 13 Chain Link Fences and Gates 11-16 32 33 00 Site Furnishings 01-17 32 84 00 Planting Irrigation 01-17 32 90 00 Planting 11-16 32 97 00 Native-Naturalized Landscaping 32 97 13 Native-Naturalized Landscape Area Maintenance
DIVISION 33 – UTILITIES
33 08 00 Commissioning of Site Utility Systems 12-15 33 10 00 Water Utilities 11-16 33 30 00 Sanitary Sewerage Utilities 11-16 33 40 00 Storm Sewer Utilities 11-16 33 41 13 Foundation Drainage 01-17
SIGNATURE PAGE
00 01 13 - 1
SECTION 00 01 13
Lead Consultant/ Landscape Architect:
JG&A
Sections covered by this seal include: 00 01 10, 00 01 15, 01 00 00, 01 32 16.13, 01 33 23, 01 35 26, 01 42 19,01 45 00, 01 57 19, 01 74 19, 01 81 13,01 91 00, 03 48 24, 04 42 00, 04 70 00, 04 73 00, 10 14 00, 11 83 00, 11 83 02, 32 33 00, 33 08 00, Cemetery Planning/Landscape Architecture:
VDLA Landscape Architects
Sections covered by this seal include:
03 48 21, 32 84 00, 32 90 00, 32 97 00, 32 97 13, Irrigation Design VDLA Landscape Architects
Sections covered by this seal include:
32 84 00
00 01 13 - 2
Architecture:
Davy Architecture
Sections covered by this seal include:
04 05 13, 04 05 16, 04 20 00, 04 43 00, 04 72 00, 05 12 00, 05 31 00, 05 36 00, 05 40 00, 05 51 00, 06 10 00, 06 20 00, 06 40 13, 07 21 13, 07 22 00, 07 41 13, 07 54 19, 07 60 00, 07 71 00, 07 72 00, 07 92 00, 08 11 13, 08 31 13, 08 41 13, 08 62 23, 08 71 00, 08 80 00, 08 90 00, 09 06 00, 09 24 00, 09 29 00, 09 30 13, 09 51 00, 09 65 13, 09 65 16, 09 68 00, 09 91 00, 10 11 13, 10 11 23, 10 14 05, 10 28 00, 10 44 13, 10 44 16, 10 51 13, 12 24 00, 12 32 00, 12 48 13
Civil Engineering
KSA
01 45 29, 02 41 00, 03 30 53, 31 20 00, 31 23 19, 32 05 23, 32 12 16, 32 17 23, 32 31 13, 33 10 00, 33 30 00, 33 40 00, 33 41 13
Electrical Engineering
Sections covered by this seal include:
26 05 11, 26 05 19, 26 05 26, 26 05 33, 26 05 41, 26 05 73, 26 08 00, 26 22 00, 26 24 13, 26 24 16, 26 27 26, 26 29 11, 26 29 21, 26 51 00, 26 56 00, 27 05 11, 27 05 26, 27 05 33, 27 08 00, 27 10 00, 28 05 00, 28 31 00
02-22-21
00 01 13 - 3
Mechanical Engineer
Sections covered by this seal include:
23 05 11, 23 05 41, 23 05 93, 23 07 11, 23 08 00, 23 23 00, 23 31 00, 23 34 00, 23 37 00, 23 40 00, 23 81 00
Plumbing Engineer
Sections covered by this seal include:
22 05 11, 22 05 19, 22 05 23, 22 08 00, 22 11 00, 22 13 00, 22 14 00, 22 15 00, 22 33 00, 22 40 00
Structural Engineer Stenstrom-Schneider
Sections covered by this seal include:
04 05 13, 04 05 16, 04 20 00, 05 12 00, 05 31 00, 05 50 00, 05 51 00, 06 10 00
00 01 13 - 4
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.
VOLUME 1
SHEET DWG. SHEET TITLE
1 G-101 COVER SHEET - VOLUME 1
2 G-110 OVERALL SITE PLAN AND PHASING PLAN
3 CD-001 (PUBLIC IMPROVEMENTS) TITLE SHEET
4 CD-002 (PUBLIC IMPROVEMENTS) GENERAL NOTES
5 CD-003 (PUBLIC IMPROVEMENTS) GENERAL NOTES
6 CD-004 (PUBLIC IMPROVEMENTS) EXISTING & DEMO PLAN
7 CD-005 (PUBLIC IMPROVEMENTS) IMPROVEMENT PLAN
8 CD-006 (PUBLIC IMPROVEMENTS) CURB RAMP
9 CD-007 (PUBLIC IMPROVEMENTS) CONSTRUCTION DETAILS
10 CD-008 (PUBLIC IMPROVEMENTS) CONSTRUCTION DETAILS
11 CD-009 (PUBLIC IMPROVEMENTS) EROSION CONTROL PLAN
12 CD-010 (PUBLIC IMPROVEMENTS) SIGNING AND STRIPING PLAN
13 CD-011 (PUBLIC IMPROVEMENTS) TRAFFIC SIGNAL MODIFICATION PLAN
14 T01 (PUBLIC IMPROVEMENTS) TRAFFIC CONTROL PLAN
15 B-100 EXISTING CONDITIONS
16 B-101 GEOTECHNICAL BORING LOCATION MAP AND LOGS
17 B-102 GEOTECHNICAL BORING LOCATION MAP AND LOGS
18 CE-101 EROSION CONTROL INDEX MAP
19 CE-401 EROSION CONTROL PLAN
20 CE-402 EROSION CONTROL PLAN
21 CE-403 EROSION CONTROL PLAN
22 CE-404 EROSION CONTROL PLAN
23 CE-405 EROSION CONTROL PLAN
24 CE-406 EROSION CONTROL PLAN
25 CE-501 EROSION CONTROL DETAILS
26 CD-101 DEMOLITION PLAN INDEX MAP
27 CD-401 DEMOLITION PLAN
28 CD-402 DEMOLITION PLAN
29 CD-403 DEMOLITION PLAN
30 CD-404 DEMOLITION PLAN
31 CD-405 DEMOLITION PLAN
32 CD-406 DEMOLITION PLAN
33 CG-101 GRADING INDEX MAP
34 CG-401 GRADING PLAN
35 CG-402 GRADING PLAN
36 CG-403 GRADING PLAN
37 CG-404 GRADING PLAN
38 CG-405 MEMORIAL WALK GRADING PLAN
39 CG-406 MAINTENANCE AREA GRADING PLAN
40 CG-407 HONOR GUARD BUILDING GRADING PLAN
41 CG-408 ADMINISTRATION BUILDING GRADING PLAN
42 CG-409 MEMORIAL WALK GRADING PLAN
43 CG-410 COLUMBARIUM GRADING PLAN
44 CS-401 HORIZONTAL CONTROL PLAN
45 CS-402 HORIZONTAL CONTROL PLAN
00 01 15 - 2
SHEET DWG. SHEET TITLE
46 CS-403 HORIZONTAL CONTROL PLAN
47 CS-404 HORIZONTAL CONTROL PLAN
48 CP-101 MASON CARTER LN PLAN AND PROFILE STA 112+00 TO STA 122+50
49 CP-102 MASON CARTER LN PLAN AND PROFILE STA 122+50 TO STA 133+00
50 CP-301 TYPICAL ROAD SECTIONS
51 CS-101 CONSTRUCTION ENTRANCE PLAN AND PROFILE
52 CS-102 CONSTRUCTION STAGING AREA
53 CU-101 WET UTILITY PLAN INDEX MAP
54 CU-201 STORM DRAIN PROFILES 1
55 CU-202 STORM DRAIN PROFILES 2
56 CU-203 STORM DRAIN PROFILES 3
57 CU-401 WET UTILITY PLAN 1
58 CU-402 WET UTILITY PLAN 2
59 CU-403 WET UTILITY PLAN 3
60 CU-404 WET UTILITY PLAN 4
61 CU-405 SUB-DRAIN CRYPT
62 CU-406 SUB-DRAIN CRYPT
63 CU-407 SUB-DRAIN CRYPT
64 CU-408 SUB-DRAIN COLUMBARIUM
65 CU-501 DRAINAGE DETAILS
66 CU-502 DRAINAGE DETAILS
67 CU-503 DRAINAGE DETAILS
68 CU-504 TRENCH AND IMPROVEMENT DETAILS
69 CU-505 UTILITY DETAILS
70 CU-506 UTILITY DETAILS
71 LC101 COLUMBARIUM SITE PLAN
72 LC102 MEMORIAL WALK SITE PLAN
73 LC103 CARILLON TOWER SITE PLAN
74 LC104 COLUMBARIUM LAYOUT PLAN
75 LC201 COLUMBARIUM ELEVATIONS
76 LC202 COLUMBARIUM ELEVATIONS
77 LC203 COLUMBARIUM ELEVATIONS
78 LC204 COLUMBARIUM ELEVATIONS
79 LC20 COLUMBARIUM ELEVATIONS
80 LC206 COLUMBARIUM ELEVATIONS
81 LC207 COLUMBARIUM ELEVATIONS
82 LC208 COLUMBARIUM ELEVATIONS
83 LC209 COLUMBARIUM ELEVATIONS
84 LC210 COLUMBARIUM ELEVATIONS
85 LC211 COLUMBARIUM ELEVATIONS
86 LC212 COLUMBARIUM ELEVATIONS
87 LC213 COLUMBARIUM ELEVATIONS
88 LC214 COLUMBARIUM ELEVATIONS
89 LC215 COLUMBARIUM ELEVATIONS
90 LC216 COLUMBARIUM LETTERING PLAN
91 LC500 COLUMBARIUM DETAILS
92 LC501 COLUMBARIUM DETAILS
93 LC502 COLUMBARIUM DETAILS
94 LC503 COLUMBARIUM DETAILS
95 LC504 COLUMBARIUM DETAILS
96 LC505 COLUMBARIUM DETAILS
97 LC506 COLUMBARIUM DETAILS
98 LC507 COLUMBARIUM DETAILS
99 LC508 COLUMBARIUM DETAILS
00 01 15 - 3
100 LC509 SITE DETAILS
101 LC510 SITE DETAILS 2
102 LS111 SIGNAGE PLAN
103 LS112 SIGNAGE PLAN
104 LS113 SIGNAGE PLAN
105 LS114 SIGNAGE PLAN
106 LS115 SIGNAGE PLAN
107 LS116 SIGNAGE PLAN
108 LS501 SITE SIGNAGE DETAILS
109 LS502 SITE SIGNAGE DETAILS
110 LS503 SITE SIGNAGE DETAILS
111 L-000 CONSTRUCTION ACCESS EXHIBITS
112 L-001 GRAVESITE No. PLAN-PPC SECTIONS 22 & 23 113 L-002 GRAVESITE No. PLAN-PPC SECTIONS 24 & 36 114 L-003 GRAVESITE No. PLAN-PPC SECTIONS 26,27,29,30,31,32, & 34
115 L-101 SITE CONSTRUCTION PLAN
116 L-102 SITE CONSTRUCTION PLAN
117 L-103 SITE CONSTRUCTION PLAN
118 L-104 SITE CONSTRUCTION PLAN
119 L-105 SITE CONSTRUCTION PLAN
120 L-106 SITE CONSTRUCTION PLAN
121 L-107 SITE ENLARGEMENT PLAN - ADMINISTRATION BUILDING
122 L-501 SITE CONSTRUCTION DETAILS
123 L-502 SITE CONSTRUCTION DETAILS
124 L-503 SITE CONSTRUCTION DETAILS
125 L-504 SITE CONSTRUCTION DETAILS
VOLUME 2
126 G-102 COVER SHEET - VOLUME 2
127 I-111 SITE IRRIGATION PLAN
128 I-112 SITE IRRIGATION PLAN
129 I-113 SITE IRRIGATION PLAN
130 I-114 SITE IRRIGATION PLAN
131 I-115 SITE IRRIGATION PLAN
132 I-116 SITE IRRIGATION PLAN
133 I-501 IRRIGATION DETAILS
134 I-502 IRRIGATION DETAILS
135 I-503 IRRIGATION DETAILS
136 I-504 IRRIGATION DETAILS
137 I-505 IRRIGATION DETAILS
138 I-600 IRRIGATION EQUIPMENT LEGEND AND NOTES
139 L-111 SITE PLANTING PLAN
140 L-112 SITE PLANTING PLAN
141 L-113 SITE PLANTING PLAN
142 L-114 SITE PLANTING PLAN
143 L-115 SITE PLANTING PLAN
144 L-116 SITE PLANTING PLAN
145 L-117 PLANTING ENLARGEMENT PLAN - ADMINISTRATION BUILDING
146 LP501 PLANTING DETAILS
147 LP502 PLANTING DETAILS
148 L-600 PLANT MATERIAL SCHEDULE
149 L-601 PLANT MATERIAL SCHEDULE
150 A-002 SYMBOLS, ABBREVIATIONS, CODE ANALYSIS
151 AA-001 ADMINISTRATION COMPLEX LIFE SAFETY PLAN
00 01 15 - 4
152 AA-002 ADMINISTRATION COMPLEX CONSTRUCTION PHASING PLAN
153 AA-102 ADMINISTRATION COMPLEX SITE PLAN
154 AA-103 ADMINISTRATION COMPLEX DEMOLITION FLOOR PLAN
155 AA-104 ADMINISTRATION COMPLEX FLOOR PLAN
156 AA-105 ADMINISTRATION COMPLEX DEMOLITION REFLECTED CEILING PLAN
157 AA-106 ADMINISTRATION COMPLEX REFLECTED CEILING PLAN
158 AA-108 ADMINISTRATION COMPLEX ROOF PLAN
159 AA-109 ADMINISTRATION COMPLEX FURNITURE AND SIGNAGE PLAN
160 AA-201 ADMINISTRATION COMPLEX EXTERIOR ELEVATIONS
161 AA-202 ADMINISTRATION COMPLEX INTERIOR ELEVATIONS
162 AA-203 ADMINISTRATION COMPLEX INTERIOR ELEVATIONS
163 AA-204 ADMINISTRATION COMPLEX INTERIOR ELEVATIONS
164 AA-205 ADMINISTRATION COMPLEX PERSPECTIVES VIEWS
165 AA-301 ADMINISTRATION COMPLEX SECTIONS
166 AA-302 ADMINISTRATION COMPLEX WALL SECTIONS
167 AA-303 ADMINISTRATION COMPLEX WALL SECTIONS
168 AA-501 DETAILS
169 AA-502 DETAILS
170 AA-503 DETAILS
171 AA-504 DETAILS
172 AA-505 DETAILS
173 AA-506 DETAILS
174 AA-507 WALL TYPES
175 AA-508 DETAILS
176 AA-509 DETAILS
177 AA-601 ADMINISTRATION BUILDING DOOR, WINDOW AND FINISH SCHEDULES
178 AB-001 HONOR GUARD BUILDING LIFE SAFETY PLAN
179 AB-102 HONOR GUARD BUILDING SITE PLAN
180 AB-103 HONOR GUARD BUILDING FLOOR PLAN AND REFLECTED CEILING PLAN
181 AB-104 HONOR GUARD BUILDING ROOF PLAN
182 AB-105 HONOR GUARD BUILDING FURNITURE AND ACCESSORY PLAN
183 AB-201 HONOR GUARD BUILDING EXTERIOR ELEVATIONS
184 AB-202 HONOR GUARD BUILDING INTERIOR ELEVATIONS
185 AB-203 HONOR GUARD BUILDING INTERIOR ELEVATIONS
186 AB-301 HONOR GUARD BUILDING SECTIONS AND PERSPECTIVE VIEWS
187 AB-302 HONOR GUARD BUILDING WALL SECTIONS
188 AB-601 HONOR GUARD BUILDING DOOR, WINDOW AND FINISH SCHEDULES
189 AC-001 MAINTENANCE COMPLEX VEHICLE BUILDING LIFE SAFETY PLAN
190 AC-101 MAINTENANCE COMPLEX VEHICLE BUILDING FLOOR PLAN
191 AC-102 MAINTENANCE COMPLEX VEHICLE BUILDING REFLECTED CEILING PLAN
192 AC-103 MAINT. COMPLEX STAFF BLDG ENLARGED FLR/ROOF PLAN & ELEV.
193 AC-301 MAINT. COMPLEX VEH. BLDG SECTION/ELEV. AND PERSPECTIVE VIEW
194 AC-302 MAINTENANCE COMPLEX VEHICLE BUILDING WALL SECTION
195 AC-601 MAINT. COMPLEX VEHICLE BLDG DOOR, WINDOW AND FINISH SCHED.
196 AD-101 COVERED VEH. PARKING STRUCTURE SITE/FLOOR PLAN, ROOF PLAN
197 AD-201 COVERED VEHICLE PARKING STRUCTURE SECTION
198 A-M-001 MECHANICAL GENERAL NOTES AND LEGENDS
199 AA-MD-101 ADMINISTRATION BUILDING MECHANICAL DEMOLITION PLAN
200 AA-M-101 ADMINISTRATION BUILDING MECHANICAL FLOOR PLAN
201 AA-M-101A3 ADMINISTRATION BUILDING MECHANICAL FLOOR PLAN ALTERNATE 3
202 AB-M-101 HONOR GUARD BUILDING MECHANICAL FLOOR PLAN
203 AC-M-101 WAREHOUSE BUILDING MECHANICAL FLOOR PLAN
204 A-MD-103A2 MAINT. COMPLEX MECHANICAL DEMOLITION FLOOR PLAN ADD ALT. 2
00 01 15 - 5
205 A-M-103A2 MAINTENANCE COMPLEX MECHANICAL FLOOR PLAN ALTERNATE 2
206 A-M-201 MECHANICAL SCHEDULES AND DETAILS
207 AA-P-101A3 ADMINISTRATION BUILDING PLUMBING FLOOR PLAN ALTERNATE 3
208 AA-P-101 ADMINISTRATION BUILDING PLUMBING FLOOR PLAN
209 AB-P-101 HONOR GUARD BUILDING PLUMBING FLOOR PLAN
210 AC-P-101 WAREHOUSE BUILDING PLUMBING FLOOR PLAN
211 A-P-103A2 MAINTENANCE COMPLEX PLUMBING SITE PLAN ALTERNATE 2
212 A-P-301 PLUMBING SCHEDULES
213 A-P-401 PLUMBING DETAILS
214 A-P-501 PLUMBING RISERS
215 E-101 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND
216 E-102 ELECTRICAL GENERAL NOTES AND SYMBOL LEGEND
217 AA-E-201 ADMINISTRATION BUILDING LIGHTING FLOOR PLAN
218 AA-E-301 ADMINISTRATION BUILDING POWER FLOOR PLAN
219 AA-E-301A3 ADMINISTRATION BUILDING POWER FLOOR PLAN-ALTERNATE 3
220 AA-E-401 ADMINISTRATION BUILDING SIGNAL FLOOR PLAN
221 AB-E-201 HONOR GUARD BUILDING LIGHTING FLOOR PLAN
222 AB-E-301 HONOR GUARD BUILDING POWER FLOOR PLAN
223 AB-E-401 HONOR GUARD BUILDING SIGNAL FLOOR PLAN
224 AC-E-201 WAREHOUSE BUILDING LIGHTING FLOOR PLAN
225 AC-E-301 WAREHOUSE BUILDING POWER FLOOR PLAN
226 AC-E-401 WAREHOUSE BUILDING SIGNAL FLOOR PLAN
227 AD-E-301A2 MAINTENANCE BUILDING POWER FLOOR PLAN-ALTERNATE 2
228 AD-E-401 MAINTENANCE BUILDING SIGNAL FLOOR PLAN
229 S-100 GENERAL NOTES AND SPECIAL INSPECTIONS
230 S-101 TYPICAL DETAILS
231 S-200 ADMINISTRATION COMPLEX FOUNDATION PLAN
232 S-201 ADMINISTRATION COMPLEX LOWER ROOF PLAN
233 S-202 ADMINISTRATION COMPLEX DETAILS
234 S-300 HONOR GUARD FOUNDATION & ROOF FRAMING PLAN
235 S-301 HONOR GUARD DETAILS
236 S-302 HONOR GUARD-FOUNDATION & ROOF FRAMING PLAN-ALT. FOR PRICING
237 S-400 MAINT. COMPLEX VEHICLE BUILDING MEZZANINE FOUNDATION PLAN
238 S-401 MAINT. COMPLEX VERTICAL BLDG MEZZANINE FLOOR FRAMING PLAN
239 S-402 MEZZANINE DETAILS
240 S-500 COLUMBARIUM FOUNDATION PLAN & DETAILS
241 S-501 COLUMBARIUM DETAILS
242 S-600 COVERED VEHICLE PARKING STRUCTURE FOUNDATION & FRAMING PLAN
243 S-601 COVERED VEHICLE PARKING STRUCTURE DETAILS
00 01 15 - 6 i
SECTION 01 00 00
GENERAL REQUIREMENTS
TABLE OF CONTENTS
1.1 SAFETY REQUIREMENTS
1.2 GENERAL INTENTION
1.3 STATEMENT OF BID ITEM(S)
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
1.5 CONSTRUCTION SECURITY REQUIREMENTS
1.6 OPERATIONS AND STORAGE AREAS
1.7 ALTERATIONS
1.8 DISPOSAL AND RETENTION
1.9 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT,
UTILITIES, AND IMPROVEMENTS
1.10 RESTORATION
1.11 PHYSICAL DATA
1.12 PROFESSIONAL SURVEYING SERVICES
1.13 LAYOUT OF WORK
1.14 AS-BUILT DRAWINGS
1.15 WARRANTY MANAGEMENT
1.16 USE OF ROADWAYS
1.17 RESIDENT ENGINEER'S FIELD OFFICE
1.18 TEMPORARY CEMETERY OFFICE TRAILER
1.19 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT
1.20 TEMPORARY TOILETS
1.21 AVAILABILITY AND USE OF UTILITY SERVICES
1.22 NEW TELEPHONE EQUIPMENT
1.23 TESTS
1.24 INSTRUCTIONS
1.25 GOVERNMENT-FURNISHED PROPERTY
ii
1.26 RELOCATED EQUIPMENT ITEMS
1.27 CONSTRUCTION SIGN
1.28 SAFETY SIGN
1.29 PHOTOGRAPHIC DOCUMENTATION
1.30 FINAL ELEVATION Digital Images
1.31 HISTORIC PRESERVATION
1.32 VA TRIRIGA CPMS
General Requirements 01 00 00 -1
SECTION 01 00 00
GENERAL REQUIREMENTS
1.1 SAFETY REQUIREMENTS
Refer to section 01 35 26, SAFETY REQUIREMENTS for safety and infection control requirements.
1.2 GENERAL INTENTION
A. Contractor shall completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for building construction, retaining walls, columbarium niches, crypts and in-ground cremains plots 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 John Gallup & Associates LLC (JG&A), as A-E, will 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 Contracting Officer (CO) or his duly authorized representative.
D. All Testing Laboratory services will be retained and paid for by the
Contractor (see Spec. Section 01 45 29 Testing Laboratory Services).
However, the Department of Veterans Affairs may elect to retain its own
Testing Laboratory for any purpose. Before placement and installation of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the 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 not be less than three working days unless otherwise designated by the RE/COR.
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
01 00 00 -2 of work subject to tests by testing laboratory retained by Department of Veterans Affairs, the 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 not be less than three working days unless otherwise designated by the RE/COR.
E. All employees of general contractor and subcontractors shall comply with VA security management program and obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access.
F. Prior to commencing work, general contractor shall provide proof that an OSHA certified “competent person” (CP) as defined in 29 CFR
1926.20(b)(2) will maintain a presence at the work site whenever the general contractor or subcontractors are present.
G. Training:
1. All employees of general contractor or subcontractors having supervisory responsibilities shall have the 10-hour OSHA certified
Construction Safety course and/or other relevant competency training, as determined by VA CP.
2. All other employees of general contractor or subcontractors shall have the 10-hour OSHA certified Construction Safety course and/or other relevant competency training. Relevant competency training shall be as determined acceptable by the VA CP.
3. Submit training records of all such employees for approval before the start of work.
H. Working Hours: Working Hours: Contractor shall be permitted to work between the hours of 8:00 am and 4:30pm unless approved by RE/COR and
Cemetery Director. Coordinate with Cemetery staff on the schedule of services each week and any required adjustments to working hours.
1.3 STATEMENT OF BID ITEM(S)
A. CLIN 001 BASE BID: Total performance period is 730 days from Notice to
Proceed. By the end of the performance period all work shall be satisfactorily completed and ready for custody, transfer, and
01 00 00 -3 acceptance by NCA. All punch list items shall be satisfactorily addressed, all commissioning completed, and all training accomplished.
B. CLIN 002 BASE BID: Manufacture, deliver, off-load and store no fewer than 7,134 pre-placed double-depth crypts.
C. CLIN 003 – Add Alternate #1 – Placement of Sod in lieu of seeding in areas indicated on the contract drawings.
D. CLIN 004 – Add Alternate #2 – General Construction work and MEP upgrades in the Maintenance Complex Staff Building as indicated on the contract drawings.
E. CLIN 005 – Add Alternate #3 – HVAC system upgrades in the
Administration Building as indicated on the contract drawings.
F. CLIN 006 – Add Alternate #4 – Site Roadways slurry seal as indicated on the contract drawings.
1.4 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR
A. AFTER AWARD OF CONTRACT, Electronic set of plans and specifications will be furnished.
B. Hardcopy sets of drawings may be made by the Contractor, at
Contractor's expense.
1.5 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 project site without appropriate badge. They may also be subject to inspection of their personal effects when entering or leaving the project site.
01 00 00 -4
2. Before starting work the General Contractor shall give one week’s notice to the Contracting Officer so that security can be provided for the 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 Contracting Officer.
4. VA reserves the right to close 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 Contracting Officer.
C. 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 toolboxes and parked machines and take any emergency action.
2. The General Contractor shall turn over all permanent lock cylinders to the VA locksmith for permanent installation. See Section 08 71
00, DOOR HARDWARE and coordinate.
D. Document Control:
1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of
“sensitive information”.
2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project.
3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”.
Secure such information in separate containers and limit the access to only those who will need it for the project. Return the information to the Contracting Officer upon request.
01 00 00 -5
4. These security documents shall not be removed or transmitted from the project site without the written approval of Contracting
Officer.
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 Contracting Officer and Site Security Officer immediately when there is a loss or compromise of “sensitive information”.
7. All electronic information shall be stored in 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.
E. 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.
1.6 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 Contracting Officer. 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 sheds, shops, offices) and utilities may be erected by the Contractor only with the approval of the
Contracting Officer and shall be built with labor and materials furnished by the Contractor without expense to the Government. The temporary buildings and utilities shall remain the property of the
Contractor and shall be removed by the Contractor at its expense upon
01 00 00 -6 completion of the work. With the written consent of the Contracting
Officer, the buildings and utilities may be abandoned and need not be removed.
C. The Contractor shall, under regulations prescribed by the Contracting
Officer, use only established roadways, or use temporary roadways constructed by the Contractor when and as authorized by the Contracting
Officer. When materials are transported in prosecuting the work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by any Federal, State, or local law or regulation. When it is necessary to cross curbs or sidewalks, the Contractor shall protect them from damage. The
Contractor shall repair or pay for the repair of any damaged curbs, sidewalks, or roads.
D. Working space and space available for storing materials shall be as shown on the drawings.
E. Workmen are subject to rules of Cemetery applicable to their conduct.
Execute work in such a manner as to interfere as little as possible with work being done by others. Keep roads clear of construction materials, debris, standing construction equipment and vehicles at all times.
F. Execute work to interfere as little as possible with normal functioning of Cemetery as a whole, including operations of utility services, irrigation and fire protection systems and any existing equipment, and with work being done by others. Use of equipment and tools that transmit vibrations and noises through the cemetery and building structures, are not permitted in buildings that are occupied, during construction, jointly by cemetery personnel or visitors, and
Contractor's personnel, except as permitted by RE/COR where required by limited working space.
1. Do not store materials and equipment in other than assigned areas.
2. Schedule delivery of materials and equipment to immediate construction working areas within buildings or areas in use by cemetery personnel in quantities sufficient for not more than two
01 00 00 -7 workdays. Provide unobstructed access to Cemetery areas required to remain in operation.
G. Utilities Services: Where necessary to cut existing pipes, electrical wires, conduits, cables, etc., of utility services, or of fire protection systems or communications systems (except telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by RE/COR. All such actions shall be coordinated with the COR or Utility Company involved:
1. 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.
H. Phasing:
The Cemetery must maintain its operations. Therefore, any interruption in service must be scheduled and coordinated with the COR to ensure that no lapses in operation occur. It is the CONTRACTOR'S responsibility to develop a work plan and schedule detailing, at a minimum, the procedures to be employed, the equipment and materials to be used, the interim life safety measure to be used during the work, and a schedule defining the duration of the work with milestone subtasks.
To ensure such executions, Contractor shall furnish the RE/COR with a schedule of approximate phasing dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, 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 phasing dates to ensure accomplishment of this work in successive phases mutually agreeable to
Cemetery Director, RE/COR and Contractor, as follows:
a. Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Cemetery operations will not be
01 00 00 -8 hindered. Contractor shall permit access to Cemetery personnel and visitors through other construction areas which serve as routes of access to such affected areas and equipment. These routes whether access or egress shall be isolated from the construction area by temporary partitions and have walking surfaces, etc to facilitate visitor and staff access. Coordinate alteration work in areas occupied by Department of Veterans Affairs so that Cemetery operations will continue during the construction period.
b. Immediate areas of alterations not mentioned in preceding
Subparagraph 1 will be temporarily vacated while alterations are performed.
I. Construction Fence: Before construction operations begin, Contractor shall provide a chain link construction fence, 1.8m (six feet) minimum height, around the construction area 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. Remove the fence when directed by RE/COR.
J. When a building and/or construction site is turned over to Contractor, Contractor shall accept entire responsibility including upkeep and maintenance therefore:
1. Contractor shall maintain a minimum temperature of 4 degrees C (40 degrees F) at all times, except as otherwise specified.
2. Contractor shall maintain in operating condition existing fire protection and alarm equipment. In connection with fire alarm equipment, Contractor shall make arrangements for pre-inspection of site with Fire Department or Company (Department of Veterans Affairs or municipal) whichever will be required to respond to an alarm from
Contractor's employee or watchman.
K. Utilities Services: Maintain existing utility services for Cemetery at all times. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services. Where necessary to cut existing water, steam, gases, sewer or air pipes, or
01 00 00 -9 conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by RE/COR.
1. No utility service such as water, gas, steam, sewers, irrigation 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 a detailed work plan, the Cemetery Director’s prior knowledge and written approval. Refer to specification Sections 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATIONS, 27 05 11 REQUIREMENTS FOR
ELECTRICAL INSTALLATIONS and 28 05 00, COMMON WORK RESULTS FOR
ELECTRONIC SAFETY AND SECURITY for additional requirements.
2. Contractor shall submit a request to interrupt any such services to
RE/COR, in writing, 7 days in advance of proposed interruption.
Request shall state reason, date, exact time of, and approximate duration of such interruption.
3. 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 Cemetery.
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.
01 00 00 -10
L. Abandoned Lines: All service lines such as wires, cables, conduits, ducts, pipes and the like, and their hangers or supports, which are to be abandoned but are not required to be entirely removed, shall be sealed, capped or plugged at the main, branch or panel they originate from. The lines shall not be capped in finished areas, but shall be removed and sealed, capped or plugged in ceilings, within furred spaces, in unfinished areas, or within walls or partitions; so that they are completely behind the finished surfaces.
M. To minimize interference of construction activities with flow of
Cemetery traffic, comply with the following:
1. Keep roads, walks and entrances to grounds, to parking and to occupied areas of buildings clear of construction materials, debris and standing construction equipment and vehicles. Wherever excavation for new utility lines cross existing roads, at least one lane must be open to traffic at all times with approval.
2. Method and scheduling of required cutting, altering and removal of existing roads, walks and entrances must be approved by the RE/COR.
N. Coordinate the work for this contract with other construction operations as directed by RE/COR. This includes the scheduling of traffic and the use of roadways, as specified in Article, USE OF
ROADWAYS.
O. Coordination of Construction with Cemetery Director: The burial activities at a National Cemetery shall take precedence over construction activities. The Contractor must cooperate and coordinate with the Cemetery Director, through the RE/COR, in arranging construction schedule to cause the least possible interference with cemetery activities in actual burial areas. Construction noise during the interment 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.
01 00 00 -11
2. Cleaning up shall include the removal of all equipment, tools, materials and debris and leaving the areas in a clean, neat condition.
1.7 ALTERATIONS
A. Survey: Before any work is started, the Contractor shall make a thorough survey with the RE/COR and a cemetery representative, of buildings areas of buildings in which alterations occur and areas which are anticipated routes of access, and furnish a report, signed by all three, to the Contracting Officer. This report shall list by rooms and spaces:
1. Existing condition and types of resilient flooring, doors, windows, walls and other surfaces not required to be altered throughout affected areas of building.
2. Existence and conditions of items such as plumbing fixtures and accessories, electrical fixtures, equipment, venetian blinds, shades, etc., required by drawings to be either reused or relocated, or both.
3. Shall note any discrepancies between drawings and existing conditions at site.
4. Shall designate areas for working space, materials storage and routes of access to areas within buildings where alterations occur and which have been agreed upon by Contractor and RE/COR.
B. Any items required by drawings to be either reused or relocated or both, found during this survey to be nonexistent, or in opinion of
RE/COR or Cemetery Representative, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by
Contractor with new items in accordance with specifications which will be furnished by Government. Provided the contract work is changed by reason of this subparagraph B, the contract will be modified accordingly, under provisions of clause entitled "DIFFERING SITE
CONDITIONS" (FAR 52.236-2) and "CHANGES" (FAR 52.243-4 and VAAR
852.243-70).
C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and RE/COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report
01 00 00 -12 on conditions then existing, of resilient flooring, doors, windows, walls and other surfaces as compared with conditions of same as noted in first condition survey report:
1. Re-survey report shall also list any damage caused by Contractor to such flooring and other surfaces, despite protection measures; and, will form basis for determining extent of repair work required of
Contractor to restore damage caused by Contractor's workmen in executing work of this contract.
D. Protection: Provide the following protective measures:
1. Wherever existing roof surfaces are disturbed they shall be protected against water infiltration. In case of leaks, they shall be repaired immediately upon discovery.
2. Temporary protection against damage for portions of existing structures and grounds where work is to be done, materials handled, and equipment moved and/or relocated.
3. Protection of interior of existing structures at all times, from damage, dust and weather inclemency. Wherever work is performed, floor surfaces that are to remain in place shall be adequately protected prior to starting work, and this protection shall be maintained intact until all work in the area is completed.
1.8 DISPOSAL AND RETENTION
A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows:
1. Reserved items which are to remain property of the Government are identified by attached tags or noted on drawings or in specifications as items to be stored. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage which would be detrimental to re-installation and reuse. Store such items where directed by
RE/COR.
2. Items not reserved shall become property of the Contractor and be removed by Contractor from Cemetery.
01 00 00 -13
3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the alteration period, such items which are NOT required by drawings and specifications to be either relocated or reused will be removed by the Government in advance of work to avoid interfering with Contractor's operation.
4. PCB Transformers and Capacitors: The Contractor shall be responsible for disposal of the Polychlorinated Biphenyl (PCB) transformers and capacitors. The transformers and capacitors shall be taken out of service and handled in accordance with the procedures of the
Environmental Protection Agency (EPA) and the Department of
Transportation (DOT) as outlined in Code of Federal Regulation
(CFR), Titled 40 and 49, respectively. The EPA's Toxic Substance
Control Act (TSCA) Compliance Program Policy Nos. 6-PCB-6 and 6-PCB-
7 also apply. Upon removal of PCB transformers and capacitors for disposal, the "originator" copy of the Uniform Hazardous Waste
Manifest (EPA Form 8700-22), along with the Uniform Hazardous Waste
Manifest Continuation Sheet (EPA Form 8700-22A) shall be returned to the Contracting Officer who will annotate the contract file and transmit the Manifest to the Cemetery's Chief.
a. Copies of the following listed CFR titles may be obtained from the Government Printing Office:
40 CFR 261........Identification and Listing of Hazardous Waste
40 CFR 262........Standards Applicable to Generators of Hazardous
Waste
40 CFR 263........Standards Applicable to Transporters of
Hazardous Waste
40 CFR 761........PCB Manufacturing, Processing, Distribution in
Commerce, and use Prohibitions
49 CFR 172........Hazardous Material tables and Hazardous
Material Communications Regulations
01 00 00 -14
49 CFR 173........Shippers - General Requirements for Shipments and Packaging
49 CRR 173........Subpart A General
49 CFR 173........Subpart B Preparation of Hazardous Material for
Transportation
49 CFR 173........Subpart J Other Regulated Material; Definitions and Preparation
TSCA..............Compliance Program Policy Nos. 6-PCB-6 and 6-
PCB-7
1.9 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 Contracting Officer.
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
Contracting Officer may have the necessary work performed and charge the cost to the Contractor.
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
01 00 00 -15
"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. The apparent low bidder, 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:
- Designating areas for equipment maintenance and repair.
- Providing waste receptacles at convenient locations and provide regular collection of wastes.
- Locating equipment wash down areas on site and provide appropriate control of wash-waters.
- Providing protected storage areas for chemicals, paints, solvents, fertilizers, and other potentially toxic materials; and
- Providing adequately maintained sanitary facilities.
1.10 RESTORATION
A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter, or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, or electric work without approval of the RE/COR. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the RE/COR before it is disturbed. Materials and workmanship used in restoring work, shall
01 00 00 -16 conform in type and quality to that of original existing construction, except as otherwise shown or specified.
B. Upon completion of contract, deliver work complete and undamaged.
Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.
C. At Contractor's own expense, Contractor shall immediately restore to service and repair any damage caused by Contractor's workmen to existing piping and conduits, wires, cables, etc., of utility services or of fire protection systems and communications systems (including telephone) 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 852.243-70) and "DIFFERING SITE CONDITIONS" (FAR
52.236-2).
1.11 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.
B. Subsurface conditions have been developed by core borings and test pits. Logs of subsurface exploration are shown diagrammatically on drawings.
C. A copy of the Geotechnical…
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