Spec Attachments.pdf
PDF 7 MB Posted
- Attached to
- Y1AZ--953-MM22-002: Site Improvements - Committal Shelter, Fort Sheridan National Cemetery
- Solicitation number
- 36C78622B0009
About this file
This document provides specifications for a federal construction contract opportunity for site improvements at the Fort Sheridan National Cemetery. The contract involves site work including construction of a committal shelter, grading, utilities, landscaping, and irrigation. Key specifications include cast-in-place and pre-cast concrete, metal fabrications, rough carpentry, and environmental controls. The contractor must follow all applicable federal, state and local regulations and permits regarding stormwater, dredge and fill, hazardous waste, air quality, endangered species, and historic preservation. The contractor is responsible for developing a project health and safety plan, testing laboratory services, surveying, as-built drawings, and temporary facilities including toilets and erosion control.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| GSLM_Fort Sheridan_Set_JAN_2022 (June 22 Version).pdf | ||
| 971857 Fort Sheridan Boundary Survey.pdf | ||
| Pages from 124810 Fort Sheridan Cemetery Road Repaving.pdf | ||
| Pre-fab storage building.pdf | ||
| Map-Cemetery.pdf | ||
| Site Plan.pdf | ||
| 36C78622B0009 0001.docx | DOCX document | |
| DOL Wage Determination _ Lake County.pdf | ||
| Cemetery Map.pdf | ||
| 36C78622B0009_1.docx | DOCX document | |
| AsBuilts Drawings.pdf | ||
| Technical Specifications.pdf | ||
| Cost Estimate Worksheet.xlsx | XLSX spreadsheet |
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Roof Detail
VICINITY MAP
N.T.S.
NORTH
STREET ADDRESS: LAKEWOOD ROAD
SITE SIZE: 6 ACRES +/-
LOCATION MAP
N.T.S.
PROJECT LOCATION: TOWN OF CASSIAN, WI
VA CEMETERY NATIONAL BURIAL GROUNDS MASTER PLAN AND
DESIGN-BUILD PHASE I
PROJECT NUMBER: 823CM3022
OCTOBER 15, 2018
NORTH
GI001
COVER SHEET
PRIME CONTRACTOR
CONTRACTOR
DECATUR CONSTRUCTION, INC.
301 MAIN PLAZA, SUITE 304, NEW BRAUNFELS, TX 78130
PHONE: 830.624.6541
SUBCONSULTANTS
GEOTECHNICAL
MI-TECH SERVICES, INC.
P.O. BOX 107, 5707 SCHOFIELD AVENUE, WESTON, WI 54476
PHONE: 715.575.9107
STRUCTURAL
ALBERTSON ENGINEERING
3202 W. MAIN, SUITE #C, RAPID CITY, SD 57702-1706
PHONE: 605.343.9606
SURVEYING
COUNTY: ONIEDA COUNTY
VICINITY MAP
L
R h i n e l a n d e r
N a t i o n a l
V e t e r a n s
B u r i a l
G r o u n d s D r a w i n g s C i v i l S h e e t
F i l e s
C M
G
I d w g
P
M j e r e m y m a l l o y
517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 fourfrontdesign.com
D E S I G N I N C.
VA FORM 08-6231
o n e e i g h t h i n c h o n e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e s e f o o t t h r e e i n c h e e f o o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
E
D
C
B
A
1 2 3 4 5 6 7 8 9
October 15, 2018
VA Cemetery Burial Grounds
Master Plan and Design-Build
Phase I
LAKEWOOD ROAD, ONEIDA COUNTY, WI 54501
823CM3022
52DN/JM/AWEH
ELIZABETH MONOHAN
DECATUR CONSTRUCTION, INC.
301 MAIN PLAZA, SUITE 304,
NEW BRAUNFELS, TX 78130
PHONE: 830.624.6541
FOR CONSTRUCTION
Eirik Heikes
REMOVED "NOT IN CONTRACT" NOTE
ROOF DRAIN AND UNDERDRAIN MODIFICATIONS
3FLAG POLE COORDINATES
GRAVESITE SUMMARY
INTERNMENTS PHASE 1:
TYPE BURIALS
1,500
BURIAL GROUNDS = 6 ACRES
TOTAL = 3,380
LANDSCAPE ARCHITECTURE, CIVIL ENGINEER, IRRIGATION
FOURFRONT DESIGN, INC.
517 7TH STREET, RAPID CITY, SD 57701
PHONE: 605.342.9470
DOUBLE-DEPTH,
3'x8', CONCRETE
LAWN CRYPTS
OVERSIZE 5'X10'
DOUBLE-DEPTH,
CONCRETE LAWN CRYPTS
PLOT FOR PRIVATE
VAULTS 5' x 10'
4'x4' IN-GROUND
CREMAINS PLOTS
900COLUMBARIA NICHES
PROJECT
SITE
BRANTWOOD
WOODBORO
RHINELANDER
THREE LAKES
WOODRUFF
ST GERMAIN
EAGLE
RIVER
SAYNER
LAKE TOMAHAWK
HAZELHURST
HARSHAW
Onieda County
O n i e d a
C o u n t y
PELICAN LAKE
REI CIVIL & ENVIRONMENTAL ENGINEERING, SURVEYING
4080 N. 20TH AVENUE, WAUSAU, WI 54401
PHONE: 715.675.9784
L
A
K
E
W
O
O
D
R
A
D
PINEWOOD
VALLEY RD
P
A
R
T
R
I
D
G
E
LN
G
O
L
F
N
PROJECT LOCATION:
RHINELANDER NATIONAL
BURIAL GROUNDS
UNION
GROVE
CEMETERY
CIVIL & ENVIRONMENTAL
ENGINEERING, SURVEYING
MI-Tech Services, Inc.
46 Rolling Meadows Dr.
Fond du Lac, WI 54937
920.924.3690
P r o p e r t y i n
T y p
S e c t i o n
L i n e
T y p
Professional Services
ELECTRICAL
VAN ERT ELECTRIC CO.
7019 W. STEWART AVE.,WAUSAU WISCONSIN 54401
PHONE: 715.845.4308
DISTURBANCE
= 4.0 ACRES
SHEET LIST TABLE
Sheet Number Sheet Title
Sheet Description
1 GI001 COVER SHEET
2 V-101
TOPOGRAPHIC SURVEY (DRAFT)
3 B-101 SUBSURFACE INVESTIGATION - BORING LOGS AND GEOTECHNICAL NOTES
4 CD100 DEMOLITION PLAN
5 CS100 OVERALL SITE PLAN
6 CS101 SITE PLAN ENLARGEMENTS
7 CS102 JOINTING PLAN
8 CS103 GRAVESITE NUMBERING PLAN - SECTION 1
9 CS104 GRAVESITE NUMBERING PLAN - SECTION 2
10 CS105 GRAVESITE NUMBERING PLAN - SECTION 3
11 CS106 GRAVESITE NUMBERING PLAN - SECTION 4
12 CS107 GRAVESITE NUMBERING PLAN - SECTION 5
13 CS108 PLAN AND PROFILE - CEMETERY ACCESS ROAD
14 CS109 UNDERDRAIN PLAN
15 CS110 STAKEOUT PLAN
16 CS111 POINT TABLE
17 CG100 GRADING PLAN
18 CG101 EROSION CONTROL PLAN
19 C-501 DETAILS #1
20 C-502 DETAILS #2
21 C-503 DETAILS #3
22 C-504 DETAILS #4
23 C-505 DETAILS #5
24 C-506 DETAILS #6
25 L-101 PLANT MASSING/ OVERALL PLANTING PLAN
26 L-102 ENLARGED PLANTING PLANS
27 L-103 SIGNAGE AND WAYFINDING PLAN
28 L-104 ADDRESSING PLAN/ NICHE WAYFINDING PLAN
29 L-500 SECTIONS AND DETAILS: ENLARGEMENTS #1
30 L-501 SECTIONS AND DETAILS: ENLARGEMENTS #2
31 L-502 SECTIONS AND DETAILS: ENLARGEMENTS #3
32 L-503 SECTIONS AND DETAILS: ENLARGEMENTS #4
33 L-504 SECTIONS AND DETAILS: ENLARGEMENTS #5
34 L-505 SECTIONS AND DETAILS: ENLARGEMENTS #6
35 L-506 SECTIONS AND DETAILS: ENLARGEMENTS #7
36 L-507 SECTIONS AND DETAILS: ENLARGEMENTS #8
37 L-508 SECTIONS AND DETAILS: ENLARGEMENTS #9
38 L-509 SECTIONS AND DETAILS: ENLARGEMENTS #10
39 L-510 SECTIONS AND DETAILS: ENLARGEMENTS #11
40 L-511 SECTIONS AND DETAILS: ENLARGEMENTS #12
41 L-512 PLANTING DETAILS
42 LI101 IRRIGATION PLAN #1
43 LI102 IRRIGATION PLAN #2
44 LI103 IRRIGATION PLAN #3
45 LI501 IRRIGATION DETAILS #1
46 LI502 IRRIGATION DETAILS #2
47 LI503 IRRIGATION DETAILS #3
48 ES101 ELECTRICAL SITE PLAN
49 ES501 ELECTRICAL SITE DETAILS
50 S-001
GENERAL STRUCTURAL NOTES, ABBREVIATIONS, LEGENDS + IBC INSPECTION TABLES
51 S-101 COLUMBARIUM FOUNDATION PLAN AND SECTIONS
52 S-102 ENTRANCE SIGN, GATE COLUMN FOUNDATION PLAN AND SECTIONS, MEMORIAL RTNG WALL SECTION
L-505
SECTIONS AND DETAILS:
ENLARGEMENTS #6
Department of
Veterans Affairs
L
R h i n e l a n d e r
N a t i o n a l
V e t e r a n s
B u r i a l
G r o u n d s D r a w i n g s L a n d s c a p e
S
H E
E T
S
C M
L
L d r e m y m a l l o y
517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 fourfrontdesign.com
FOURFRONT
D E S I G N I N C.
NCA DESIGN
AND CONSTRUCTION
SERVICE
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEERS:PRIME CONTRACTOR/ CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
E
D
C
B
A
1 2 3 4 5 6 7 8 9 ofOctober 15, 2018
VA Cemetery Burial Grounds
Master Plan and Design-Build
Phase I
LAKEWOOD ROAD, ONEIDA COUNTY, WI 54501
823CM3022
52DN/JM/AWEH
ELIZABETH MONOHAN
PRIME CONTRACTOR:
DECATUR CONSTRUCTION, INC.
301 MAIN PLAZA, SUITE 304,
NEW BRAUNFELS, TX 78130
PHONE: 830.624.6541
FOR CONSTRUCTION
Project Status
Eirik Heikes
REMOVED "NOT IN CONTRACT" NOTE
ROOF DRAIN AND UNDERDRAIN MODIFICATIONS
3FLAG POLE COORDINATES
COMMITTAL SHELTER - METAL
PREFABRICATED STRUCTURE WITH
GUTTERS AND DOWNSPOUTS.
COMMITTAL SHELTER ANCHORED TO
REINFORCED CONCRETE PAD.
ONE SUCH SUPPLIER: POLIGON ITEM
NO. SQR 20
PERSPECTIVE
3'-0" ISLE
BETWEEN BENCHES
(BENCH FACING
EAST, TYPICAL)
A
B
C
D
E
F
G
H
I
J
A
B
C
D
E
F
G
H
I
J
NOT IN CONTRACT :
MEMORIAL WALL
MARKERS - SEE SHEETS
L-510 AND L-511
NOT IN CONTRACT: (5) SERVICE
FLAGS, 3'x40' SLAB - 4" THICK
CONCRETE.
BASE CONTRACT IS IRRIGATED
TURF.
ARCHITECTUREPARK
R by www.poligon.com800-354-7721 PORTERCORP, 4240 N. 136th AVE, HOLLAND, MI 49424
Designs and calculations of Poligon buildings are protected under copyright laws and patents and may not be used in the construction or design of a building that is not supplied by Poligon.
PORTERCORP
FRAME AND ORNAMENTATION FINISH:
MEMBERS SHOT BLASTED TO NEAR WHITE CONDITION
(SSPC SP-10), WASHED AND SEALED IN A PHOSPHATE
SPRAY, COATED WITH SUPER DURABLE TGIC
POLYESTER POWDER AND OVEN CURED.
SEE COLOR MATRIX FOR AVAILABLE COLORS.
OPTIONAL UNDERCOAT:
EPOXY E-COAT SYSTEM, USING FULL IMMERSION
ELECTRO-DEPOSITION PROCESS.
FINISH GRADE
TRUSS TAIL
TENSION MEMBER
PURLIN
TRUSS
COMPRESSION TUBE
SHELTER MODEL:
SQUARE 20
SQR-20
SECTION
ROOF PLAN
PLAN
5" REINFORCED
CONCRETE PAD
- SEE
STRUCTURAL
DRAWINGS
CONNECTION TO BASE, PER
MANUFACTURER'S
RECOMMENDATIONS, TYPICAL
(4) #4 x 4'-0" VERTICAL REBAR
WITH #3 TIE AT 12" C.C. - SEE
STRUCTURAL DRAWINGS
U N
D E
R
E A
V E
B E
A M
R E
F
16'-8" SQR.
R
E
F
PREPARE FOOTING
SUBGRADE PER GEOTECH
REPORT AND SPECIFICATIONS
2'-0"
TYP
6" BASE COURSE
5" CONC. SLAB ON
GRADE w/ 8"x8" CONT.
THICKENED EDGE & (2)
#4 CONT. REBAR - SEE
STRUCTURAL DRAWINGS
14"x14" CONC. PIER w/ (4)
#5 DOWELS & (3) #3 TIES
EQUALLY SPACED - SEE
STRUCTURAL DRAWINGS
5" CONC. SLAB ON GRADE
w/ 8"x8" CONT.
THICKENED EDGE & (2) #4
CONT. REBAR - SEE
STRUCTURAL DRAWINGS
1/2" ISOL. JT.
EDGE OF
PREFABRICATED
CANOPY ROOF
ABOVE - SEE ROOF
PLAN, THIS SHEET
14"x14" CONC. PIER
ABOVE
24"x24" CONC. PIER
BELOW -
SEE STRUCTURAL
DRAWINGS
S l o p e
T y p
S l o p e
T y p
CONCRETE CAP WITH
1/2" CHAMFER
SURROUND, TYPICAL
PLAN
1/2" ISOL. JT.
CONTROL JT.
3'-0"
GFI
RECEPTACLE
ALL ATTACHEMENTS SHALL BE
ENCLOSED WITHIN COLUMN
FOOTING AS RECOMMENDED
BY MANUFACTURER
L-506
SECTIONS AND DETAILS:
ENLARGEMENTS #7
Department of
Veterans Affairs
L
R h i n e l a n d e r
N a t i o n a l
V e t e r a n s
B u r i a l
G r o u n d s D r a w i n g s L a n d s c a p e
S
H E
E T
S
C M
L d r e m y m a l l o y
517 7th street rapid city sd 57701 p 605.342.9470 f 605.342.2377 fourfrontdesign.com
FOURFRONT
D E S I G N I N C.
NCA DESIGN
AND CONSTRUCTION
SERVICE
Project Number
Building Number
Drawing Number
Dwg.
DrawnCheckedDate
Location
Project TitleDrawing Title
Approved: Project Director
ARCHITECT/ENGINEERS:PRIME CONTRACTOR/ CONSULTANTS:
DateRevisions:
VA FORM 08-6231
o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t t h r e e e i g h t h s i n c e f o o t o n e h a l f i n c e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t t h r e e i n c h e e f o o t
F
E
D
C
B
A
1 2 3 4 5 6 7 8 9
E
D
C
B
A
1 2 3 4 5 6 7 8 9 ofOctober 15, 2018
VA Cemetery Burial Grounds
Master Plan and Design-Build
Phase I
LAKEWOOD ROAD, ONEIDA COUNTY, WI 54501
823CM3022
52DN/JM/AWEH
ELIZABETH MONOHAN
PRIME CONTRACTOR:
DECATUR CONSTRUCTION, INC.
301 MAIN PLAZA, SUITE 304,
NEW BRAUNFELS, TX 78130
PHONE: 830.624.6541
FOR CONSTRUCTION
Project Status
Eirik Heikes
REMOVED "NOT IN CONTRACT" NOTE
ROOF DRAIN AND UNDERDRAIN MODIFICATIONS
3FLAG POLE COORDINATES
26-1/4"
26-3/8"
72-1/2"
70-1/2" CENTER-TO-CENTER
SEAT
HEIGHT
NOTES:
1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS.
2. ALL FABRICATED METAL COMPONENTS ARE STEEL SHOTBLASTED, ETCHED, PHOSPHATIZED,
PREHEATED, AND ELECTROSTATICALLY POWDER-COATED WITH T.G.I.C. POLYESTER POWDER
COATINGS. PRODUCTS ARE FULLY CLEANED AND PRETREATED, PREHEATED AND COATED WHILE HOT
TO FILL CREVICES AND BUILD COATING FILM. COATED PARTS ARE THEN FULLY CURED TO COATING
MANUFACTURER'S SPECIFICATIONS. THE THICKNESS OF THE RESULTING FINISH AVERAGES 8-10 MILS
(200-250 MICRONS).
3. IT IS NOT RECOMMENDED TO LOCATE ANCHOR BOLTS UNTIL BENCH IS IN PLACE. THIS PRODUCT MUST
BE PERMANENTLY AFFIXED TO THE GROUND. CONSULT YOUR LOCAL CODES FOR REGULATIONS.
4. ANCHOR BOLTS MAY NOT BE PROVIDED BY MANUFACTURER.
5. THIS PRODUCT IS SHIPPED FULLY ASSEMBLED.
* ALL DIMENSIONS ARE IN INCHES *
1/4" x 2" SOLID
STEEL BRACES
1-5/16" TUBULAR STEEL RUNGS
USED FOR ADDITIONAL SUPPORT
(17) STEEL SLATS ARE
FORMED FROM 1/4" x 1-1/2"
SOLID STEEL BARS
END FRAMES ARE
FORMED FROM 1/2" x 2"
SOLID STEEL BAR
CLEARANCE FOR 1/2"
ANCHOR BOLTS
N.T.S.
MANUFACTURED BENCHF2 F5
SCALE: 3/4" = 1'-0"
BENCH AT CONCRETE PAD
2500 PSI
CONCRETE
SLAB
8'-0"
1'-0 1/2" 5'-11" 1'-0 1/2"
11 1/2" 6'-1" 11 1/2"
8'-0"
CONTRACTION JOINT
CONCRETE SLAB
FRONT OF BENCH
PLAN
SURFACE MOUNT BENCH TO SLAB
NON-CORROSIVE MOUNTING
HARDWARE 7/16" DIA. MOUNTING HOLES
1'-8 3/4"
B A
C K
F
B
E N
C H
H
T
2'-2"
BENCH WIDTH
1'-5" 1'-8 3/4" 10 1/4"
SEAT
HEIGHT
1/2" RADIUS, TYPICAL
COMPACT SUBGRADE
TO 95%. REMOVE
ORGANICS TOP 12",
TYPICAL
DRILL 5/8" DIA. HOLES W/
3/8" DIA. X 2 1/2"
GALVANIZED BOLTS W/
HEX HEAD (4 REQUIRED).
SECTION
BENCH:
STEELSITES™ RB SERIES STANDARD 6' LENGTH BENCH
WITH ARMRESTS, MODEL NO. RB-28, COLOR BRONZE, OR
APPROVED EQUAL.
SUPPLIED BY:
VICTOR STANLEY
P.O. BOX DRAWER 330 - DUNKIRK, MD 20754
TEL (301) 855-8300 - FAX (410) 257-7579
www.victorstanley.com, OR APPROVED EQUAL
L-506 L-506
TOTAL OF (1) SUPPLIED IN PHASE 1.
SECTION
ELEVATION
LED FLOOD LUMINAIRE, AS
SPECIFIED
SUPPLIED BY:
PHILIPS LIGHTING, NORTH
AMERICA CORPORATION, OR
APPROVED EQUAL
200 FRANKLIN SQUARE DRIVE,
SOMERSET, NJ 08873
TEL. 855-486-2216
4,000 PSI CONCRETE
FOOTING
CONDUIT - SEE
ELECTRICAL PLANS
INSTALL PER
MANUFACTURER'S
RECOMMENDATIONS
ROCK BASE
LANDSCAPE MULCH
- SEE PLANTING
PLAN AND DETAILS
Slope
Typ.
4"
5 1/4"
180°
358°
ROTATION
1'-4 3/4"
SECTION
SL-34 LED IN-GROUND LIGHTING
SPOT, NARROW FLOOD OR FLOOD
LUMINAIRE, AS SPECIFIED
SUPPLIED BY:
PHILIPS LIGHTING, NORTH
AMERICA CORPORATION, OR
EQUAL
200 FRANKLIN SQUARE DRIVE,
SOMERSET, NJ 08873
TEL. 855-486-2216
4,000 PSI CONCRETE
SURROUND - SEE DETAIL -
PLAN VIEW F3/ L-503
CONDUIT - SEE ELECTRICAL
PLANS
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS
LANDSCAPE MULCH - SEE
PLANTING PLAN AND DETAILS
Slope Typ.
8 1/2"
2'-0" SQUARE
SCALE: 1 1/2" = 1'-0"
WALL WASHING LIGHTS AT ENTRY SIGNAGEB7
L-506
TOTAL OF (2) SUPPLIED IN PHASE 1
FLAGPOLE LIGHTINGD7
L-506
TOTAL OF (2) SUPPLIED IN PHASE 1
SCALE: 1 1/2" = 1'-0"
| 00 Cover and Index |
| 010002 GenReqMinor 2020 No DB |
| SECTION 01 00 02 GENERAL REQUIREMENTS |
| 1.1 GENERAL INTENTION |
| A. Contractor shall furnish all tools, labor, materials, equipment, services, and professional design services to perform work at the Fort Sheridan National Cemetery as required by the work scope, drawings and specifications. |
| B. Visits to the site by Bidders may be made only by appointment with the Cemetery Director. |
| C. All Testing Laboratory services will be retained and paid for by the Contractor. Contractor shall submit testing lab certifications for approval. Agency must be certified in the testing they are to perform. However, the Department of Veterans Aff... |
| D. All employees of general contractor and subcontractors shall comply with security requirements as established by the COR. They shall be restricted from unauthorized access. |
| E. 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. |
| F. 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 COR. |
| 2. Submit OSHA training records of all employees for approval before the start of work. |
| 1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR |
| A. Contractor is responsible to download and produce copies of drawings for their use. |
| 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 re... |
| 3. No photography of VA premises is allowed without written permission of the COR. |
| 4. VA reserves the right to close down or shut down the project site and order General Contractor’s employees off the premises in the event of a national emergency. The General Contractor may return to the site only with the written approval of the COR. |
| C. Guards: NOT USED |
| D. Key Control: NOT USED |
| E. Document Control: |
| 1. Before starting any work, the General Contractor/Sub Contractors shall submit an electronic security memorandum describing the approach to following goals and maintaining confidentiality of “sensitive information”. |
| 2. The General Contractor is responsible for safekeeping of all drawings, project manual and other project information. This information shall be shared only with those with a specific need to accomplish the project. |
| 3. Certain documents, sketches, videos or photographs and drawings may be marked “Law Enforcement Sensitive” or “Sensitive Unclassified”. Secure such information in separate containers and limit the access to only those who will need it for the proje... |
| 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. |
| b. “Sensitive information” including drawings and other documents may be attached to e-mail provided all VA encryption procedures are followed. |
| F. Motor Vehicle Restrictions |
| 1. Vehicle authorization request shall be required for any vehicle entering the site and such request shall be submitted 24 hours before the date and time of access. Access shall be restricted to picking up and dropping off materials and supplies. |
| 1.5 FIRE SAFETY |
| A. Applicable Publications: Publications listed below form part of this Article to the extent referenced. Publications are referenced in text by basic designations only. |
| 1. American Society for Testing and Materials (ASTM): |
| E84-2009a Surface Burning Characteristics of Building Materials |
| 2. National Fire Protection Association (NFPA): |
| 10-2010 Standard for Portable Fire Extinguishers |
| 30-2008 Flammable and Combustible Liquids Code |
| 51B-2009 Standard for Fire Prevention During Welding, Cutting and Other Hot Work |
| 70-2008 National Electrical Code |
| 241-2009 Standard for Safeguarding Construction, Alteration, and Demolition Operations |
| 3. Occupational Safety and Health Administration (OSHA): |
| 29 CFR 1926 Safety and Health Regulations for Construction |
| C. Site and Building Access: Maintain free and unobstructed access to emergency services and for fire, police and other emergency response forces in accordance with NFPA 241. |
| D. Separate temporary facilities, such as trailers, storage sheds, and dumpsters, from existing buildings and new construction by distances in accordance with NFPA 241. For small facilities with less than 6 m (20 feet) exposing overall length, separat... |
| E. Temporary Construction Partitions: NOT USED |
| 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. |
| K. Existing Fire Protection: Do not impair automatic sprinklers, smoke and heat detection, and fire alarm systems, except for portions immediately under construction, and temporarily for connections. Request interruptions in accordance with Article, O... |
| L. Smoke Detectors: Prevent accidental operation. Remove temporary covers at end of work operations each day. Coordinate with COR. |
| M. Hot Work: Perform and safeguard hot work operations in accordance with NFPA 241 and NFPA 51B. 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 the 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 liabi... |
| 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 furnished by the Contractor without expense to the Government... |
| 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, vehicle... |
| D. Working space and space available for storing materials shall be as determined by the COR with agreement of the Cemetery. Contractor parking will be only in areas and on roadways designated and agreed to by the COR in agreement of the Cemetery. |
| E. Workmen are subject to rules of the Cemetery applicable to their conduct. |
| F. Execute work so as to interfere as little as possible with normal functioning of Cemetery as a whole, including operations of utility services, fire protection systems and any existing equipment, and with work being done by others. Contractor shal... |
| 1. Do not store materials and equipment in other than assigned areas. |
| 2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by the Cemetery in quantities sufficient for not more than two work days. Provide unobstructed access to the Cemetery areas required to rem... |
| 3. Where access by Cemetery personnel to vacated portions of buildings is not required, storage of Contractor's materials and equipment will be permitted subject to fire and safety requirements. All such actions shall be coordinated with the Utility C... |
| a. 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 ... |
| 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, building or portion thereof. In addition, the Co... |
| H. The Contractor shall take all measures and provide all material necessary for protecting existing equipment and property in affected areas of construction against dust and debris, so that equipment and affected areas to be used in the Cemetery are ... |
| K. Utilities Services: Maintain existing utility services for the Cemetery at all times. |
| L. Abandoned Lines: NOT USED |
| 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 l... |
| 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 arran... |
| 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 buri... |
| 2. Cleaning up shall include the removal of all equipment, tools, materials and debris and leaving the areas in a clean, neat condition. |
| P. Dignity Clause: |
| 1. Every action by contractor personnel at a national cemetery must be performed with the special care, reverence, dignity, and respect that acknowledges the cemetery as the final resting place that commemorates the service and sacrifice that service ... |
| 2. Contractors cannot walk, stand, lean, sit or jump on headstones or markers. Nor can they drive over them. Contractor personnel should use tools approved by the Contracting Officer Representative (COR), such as shovels, pry bars or pinch bars to l... |
| 1.7 ALTERATIONS |
| A. Survey: Before any work is started, the Contractor shall make a thorough survey with the COR of buildings, areas in which alterations occur, areas which are anticipated routes of access, and furnish a signed report, to the Contracting Officer. This... |
| 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 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 COR, to be in such condition that their use is impossible or impractical, shall be furnished and/or replaced by th... |
| C. Re-Survey: Thirty days before expected partial or final inspection date, the Contractor and COR together shall make a thorough re-survey of the areas of buildings involved. They shall furnish a report on conditions present compared with conditions ... |
| 1. Re-survey report shall also list any damage caused by the Contractor to such flooring and other surfaces, despite protection measures; and, will form the basis for determining extent of repair work required of the Contractor to restore damage cause... |
| D. Protection: Provide the following protective measures: |
| 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. |
| 1.8 ENVIRONMENTAL CONTROLS |
| NOT USED |
| 1.9 DISPOSAL AND RETENTION |
| A. Materials and equipment accruing from work removed and from demolition of buildings or structures, or parts thereof, shall be disposed of as follows: |
| 1. Reserved items which are to remain property of the Government are described as such in the scope of work above. Items that remain property of the Government shall be removed or dislodged from present locations in such a manner as to prevent damage ... |
| 2. Items not reserved shall become property of the Contractor and be removed by Contractor from the Cemetery. |
| 3. Items of portable equipment and furnishings located in rooms and spaces in which work is to be done under this contract shall remain the property of the Government. When rooms and spaces are vacated by the Department of Veterans Affairs during the ... |
| 1.10 PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS |
| A. The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under... |
| 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... |
| 1.11 RESTORATION |
| A. Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Except as otherwise shown or specified, do not cut, alter or remove any structural work, and do not disturb any ducts, plumbing, steam, gas, water/irrigat... |
| B. Upon completion of contract, deliver work complete and undamaged. Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, landscape stone, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing... |
| 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 installations and improvements. |
| 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 "D... |
| 1.12 PHYSICAL DATA |
| NOT USED |
| 1.13 PROFESSIONAL SURVEYING SERVICES |
| A registered professional land surveyor or registered civil engineer whose services are retained and paid for by the Contractor shall perform services specified herein and in other specification sections. The Contractor shall certify that the land su... |
| 1.14 LAYOUT OF WORK |
| A. The Contractor shall lay out the work by contracting with a professional surveying company, and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at the Contractor's own expense, all stakes, temp... |
| B. Establish and plainly mark center lines for each building and/or addition to each existing building, lines for each gravesite control monument, and such other lines and grades that are reasonably necessary to properly assure that location, orientat... |
| 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 a... |
| 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 sla... |
| 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. Furnish such certification to the COR before any majo... |
| 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 of top of pre-placed crypts within their respective plots. |
| 8. Lines and elevations of grade over pre-placed crypts. |
| 9. Northing/Easting coordinate locations, and elevation, depth below finished grade of all water, sanitary, storm, gas and irrigation structures, directional fittings, control wire and lines. |
| 10. Northing/Easting coordinate locations, and elevation for each gravesite grid monument. |
| E. Upon completion of the work, the Contractor shall furnish the COR with reproducible scaled drawings, in AutoCAD format, pdf format and in full size 42x30” hard copy, showing the finished grade on the grid developed for constructing the work. These ... |
| F. The Contractor shall perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article "Professional Surveying Services". |
| 1.15 As-Built Drawings |
| A. The Contractor shall maintain two full size sets of as-built drawings which will be kept current during construction of the project, which will include all contract changes, modifications and clarifications. |
| B. All variations shall be shown in the same general detail as used in the contract drawings. To insure compliance, as-built drawings shall be made available for the 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. |
| 1.16 USE OF ROADWAYS |
| A. For hauling, use only established public roads and designated permanent roads on Cemetery property and, or where authorized by the COR, such existing or Contractor constructed and/or modified temporary roads which are necessary in the performance o... |
| B. When new permanent roads are to be a part of this contract, the Contractor may construct them immediately to facilitate building operations. These roads may be used by all who have business thereon within zone of building operations. |
| C. When certain buildings (or parts of certain buildings) are required to be completed in advance of general date of completion, all roads leading thereto must be completed and available for use at the time set for completion of such buildings or part... |
| 1.17 COR'S FIELD OFFICE |
| NOT USED |
| 1.18 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT |
| NOT USED |
| 1.19 TEMPORARY TOILETS |
| A. Provide for use of all Contractor's workers ample temporary sanitary toilet accommodations with suitable sewer and water connections, or when approved by COR provide suitable dry closets where directed. Keep such places clean and free from flies, a... |
| B. Contractor may have for use of the Contractor's workmen, such toilet accommodations as may be assigned to the Contractor by the Cemetery. The Contractor shall keep such places clean and be responsible for any damage done thereto by the Contractor's... |
| 1.21 NEW TELEPHONE EQUIPMENT |
| NOT USED |
| 1.23 INSTRUCTIONS |
| A. The Contractor shall furnish Maintenance and Operating manuals and verbal instructions when required by the various sections of the specifications and as hereinafter specified. |
| B. Manuals: Maintenance and operating manuals (four copies each) for each separate piece of equipment shall be delivered to the COR coincidental with the delivery of the equipment to the job site. Manuals shall be complete, detailed guides for the mai... |
| C. Instructions: the Contractor shall provide qualified, factory-trained manufacturers' representatives to give detailed instructions to assigned Department of Veterans Affairs personnel in the operation and complete maintenance for each piece of equi... |
| 1.25 RELOCATED EQUIPMENT AND ITEMS |
| A. Contractor shall disconnect, dismantle as necessary, remove and reinstall in new location, all existing equipment and items indicated by symbol "R", stated herein these specifications, or otherwise shown to be relocated by the Contractor. |
| B. Perform relocation of such equipment or items at such times and in such a manner as directed by the COR. |
| C. Suitably cap existing service lines, such as water, drain, gas, air, and/or electrical, whenever such lines are disconnected from equipment to be relocated. Remove abandoned lines in finished areas and cap as specified herein before under paragraph... |
| D. Provide all mechanical and electrical service connections, fittings, fastenings and any other materials necessary for assembly and installation of relocated equipment; and leave such equipment in proper operating condition. |
| E. All service lines such as noted above for relocated equipment shall be in place at point of relocation ready for use before any existing equipment is disconnected. Make relocated existing equipment ready for operation or use immediately after reins... |
1.29 FINAL ELEVATION PHOTOGRAPHS (NOT USED)
| 1.30 HISTORIC PRESERVATION |
| A. Where the Contractor or any of the Contractor's employees, prior to, or during the construction work, are advised of or discover any possible archeological, historical and/or cultural resources, the Contractor shall immediately notify the COR verba... |
| 1.31 PROJECT HEALTH AND SAFETY PLAN |
| A. Prior to commencing any construction, the Contractor shall submit a site specific Project Health and Safety Plan (PHSP). At a minimum, the PHSP shall cover the following topics: |
| 1. Organizational structure (including Responsible Persons) |
| 2. Site Characterization and Job Hazard Identification |
| 3. Site Control and Security |
| 4. Training |
| 5. PPE |
| 6. Heat Stress |
| 7. Spill Containment |
| 8. Decontamination |
| 9. Emergency Response |
| 10. Trench Safety |
| 11. Fire Safety Plan per OSHA 29 CFR 1926 |
| 12. Employee certifications of the 10-hr OSHA safety training compliance |
| 013323 Shop Drawings and Product Data 2020 |
| PART 1 – GENERAL |
| 014219 ReferenceStandards v2 |
| SECTION 01 42 19 REFERENCE STANDARDS |
| PART 1 - GENERAL |
| 1.1 DESCRIPTION |
| A. This section specifies the availability and source of references and standards specified in the project manual under paragraphs APPLICABLE PUBLICATIONS and/or shown on the drawings. The reference standards herein are included in this contract and ... |
| 1.2 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS FPMR PART 101-29 (FAR 52.211-1) (AUG 1998) |
| A. The GSA Index of Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29 and copies of specifications, standards, and commercial item descriptions cited in the solicitation may be obtained for a fee by submitting a requ... |
| B. If the General Services Administration, Department of Agriculture, or Department of Veterans Affairs issued this solicitation, a single copy of specifications, standards, and commercial item descriptions cited in this solicitation may be obtained f... |
| 1.3 AVAILABILITY FOR EXAMINATION OF SPECIFICATIONS NOT LISTED IN THE GSA INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM descriptions (FAR 52.211-4) (JUN 1988) |
| A. The specifications and standards cited in this solicitation can be examined at the following location: |
| United States Department of Veteran Affairs |
| Technical Information Library |
| http://www.cfm.va.gov/til/ |
| 1.4 AVAILABILITY OF SPECIFICATIONS NOT LISTED IN THE GSA INDEX OF FEDERAL SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS (FAR 52.211-3) (JUN 1988) |
| A. The specifications cited in this solicitation may be obtained from the associations or organizations listed below. |
| AA Aluminum Association, Inc. http://www.aluminum.org |
| AABC Associated Air Balance Council http://www.aabchq.com |
| AADM American Association of Automatic Door Manufacturers http://www.aaadm.com |
| AATC American Association of Textile Chemists and Colorist http://www.aatcc.org |
| AAMA American Architectural Manufacturer's Association http://www.aamanet.org |
| AAN American Nursery and Landscape Association http://www.anla.org |
| AASHTO American Association of State Highway and Transportation Officials http://www.transportation.org/Pages/default.aspx |
| ACGIH American Conference of Governmental Industrial Hygienists http://www.acgih.org |
| ACI American Concrete Institute http://www.aci-int.net |
| ACPA American Concrete Pipe Association http://www.concrete-pipe.org |
| ACPPA American Concrete Pressure Pipe Association http://www.acppa.org |
| ADA American with Disabilities Act http://www.access-board.gov/guidelines-and-standards/buildings-and-sites/about-the-ada-standards/background/adaag |
| ADC Air Diffusion Council http://flexibleduct.org |
| AGA American Gas Association http://www.aga.org |
| AGC Associated General Contractors of America http://www.agc.org |
| AHA American Hardboard Association http://www.domensino.com/AHA/ |
| AIHA American National Standards Institute/American Industrial Hygiene Association http://www.aiha.org/Pages/default.aspx |
| AISC American Institute of Steel Construction http://www.aisc.org |
| AISI American Iron and Steel Institute http://www.steel.org |
| AITC American Institute of Timber Construction http://www.aitc-glulam.org |
| ALI Automotive Lift Institute http://www.autolift.org/ |
| AMCA Air Movement and Control Association http://www.amca.org/ |
| ANLA American Nursery & Landscape Association http://www.anla.org |
| ANSI American National Standards Institute, Inc. http://www.ansi.org |
| APA Architectural Precast Association http://www.archprecast.org/ |
| APA The Engineered Wood Association http://www.apawood.org |
| ARI Air-Conditioning and Refrigeration Institute http://www.lightindustries.com/ARI/ |
| ARMA Asphalt Roofing Manufacturers Association http://www.asphaltroofing.org/ |
| ASAE American Society of Agricultural Engineers http://www.asabe.org |
| ASCE American Society of Civil Engineers http://www.asce.org |
| ASHRAE American Society of Heating, Refrigerating, and Air-Conditioning Engineers http://www.ashrae.org |
| ASME American Society of Mechanical Engineers http://www.asme.org |
| ASSE American Society of Sanitary Engineering http://www.asse-plumbing.org |
| ASTM American Society for Testing and Materials http://www.astm.org |
| AWI Architectural Woodwork Institute http://www.awinet.org |
| AWS American Welding Society http://www.aws.org |
| AWPA American Wood Protection Association http://www.awpa.com |
| AWWA American Water Works Association http://www.awwa.org |
| BHMA Builders Hardware Manufacturers Association http://www.buildershardware.com |
| BIA The Brick Industry Association http://www.bia.org |
| CAGI Compressed Air and Gas Institute http://www.cagi.org |
| CARB California Environmental Protection Agency Air Resources Board http://arb.ca.gov/hompage.html/ |
| CFR Code of Federal Regulations http://www.gpo.gov/fdsys/browse/collectionCfr.action?collectionCode=CFR |
| CGA Compressed Gas Association, Inc. http://www.cganet.com |
| CID Commercial Item Description http://www.gsa.gov/portal/content/100847 |
| CISCA Ceilings and Interior Systems Construction Association http://www.cisca.org |
| CISPI Cast Iron Soil Pipe Institute http://www.cispi.org |
| CLFMI Chain Link Fence Manufacturers Institute http://www.chainlinkinfo.org |
| CPA Composite Panel Association http://www.compositepanel.org/ |
| CRA California Redwood Association http://www.calredwood.org |
| CRI Carpet and Rug Institute http://www.carpet-rug.com |
| CRRC Cool Roof Rating System http://coolroofs.org/ |
| CRSI Concrete Reinforcing Steel Institute http://www.crsi.org |
| CSI Cast Stone Institute http://www.caststone.org |
| DASMA Door and Access Systems Manufacturers Association http://www.dasma.com/ |
| DHI Door and Hardware Institute http://www.dhi.org |
| DOE U.S. Department of Energy http://www.energy.gov/ |
| EEI Edison Electric Institute http://www.eei.org |
| EGSA Electrical Generating Systems Association http://www.egsa.org |
| EIMA Exterior Insulation Manufacturers Association http://www.eima.com/ |
| EPA Environmental Protection Agency http://www.epa.gov |
| ETL ETL Testing Laboratories, Inc. http://www.envirotestinglabs.com/ |
| FCC Federal Communications Commission http://www.fcc.gov |
| FHA Federal Highway Administration http://www.fhwa.dot.gov/ |
| FM FM Global http://www.fmglobal.com |
| FPS The Forest Products Society http://www.forestprod.org |
| FSC Forest Stewardship Council http://www.fscus.org |
| GA Gypsum Association http://www.gypsum.org |
| GANA Glass Association of North America http://www.glasswebsite.com |
| GBI Green Building Initiative http://www.thegbi.org/ |
| GS Green Seal http://www.greenseal.org |
| GSA General Services Administration http://www.gsa.gov |
| HI Hydraulic Institute http://www.pumps.org |
| HPVA Hardwood Plywood & Veneer Association http://www.hpva.org |
| ICC The International Code Council http://www.iccsafe.org/Pages/default.aspx |
| ICEA Insulated Cable Engineers Association Inc. http://www.icea.net |
| IEEE Institute of Electrical and Electronics Engineers http://www.ieee.org\ |
| IGMA Insulating Glass Manufacturers Alliance http://www.igmaonline.org |
| ITS Intertek Training Services http://www.intertek.com/ |
| MBMA Metal Buildings Manufacturers Association http://www.mbma.com |
| MHI Material Handling Industry of America http://www.mhi.org/ |
| MIA Marble Institute of America http://www.marble-institute.com/ |
| MIC Masonry Industry Council |
| MPI Master Painters Institute http://www.mpi.net/ |
| MSJC Masonry Standards Joint Committee http://www.masonrysociety.org/msjc/ |
| NAAMM National Association of Architectural Metal Manufacturers http://www.naamm.org |
| NAPHCC Plumbing-Heating-Cooling Contractors Association http://www.phccweb.org/ |
| NBS National Bureau of Standards See - NIST |
| NEC National Electric Code See - NFPA National Fire Protection Association |
| NEMA National Electrical Manufacturers Association http://www.nema.org |
| NFPA National Fire Protection Association http://www.nfpa.org |
| NFRC National Fenestration Rating Council http://www.nfrc.org/ |
| NHLA National Hardwood Lumber Association http://www.natlhardwood.org |
| NIH National Institute of Health http://www.nih.gov |
| NIOSH The National Institute for Occupational Safety and Health http://www.cdc.gov/niosh/ |
| NIST National Institute of Standards and Technology http://www.nist.gov |
| NLMA Northeastern Lumber Manufacturers Association, Inc. http://www.nelma.org |
| NPA National Particleboard Association 18928 Premiere Court Gaithersburg, MD 20879 (301) 670-0604 |
| NPCA National Precast Concrete Association http://www.precast.org |
| NRCA National Roofing Contractors Association http://www.nrca.net |
| NSF National Sanitation Foundation http://www.nsf.org |
| NSF NSF International http://www.nsf.org/ |
| NTMA National Terrazzo and Mosaic Association http://ntma.com/ |
| NWWDA Window and Door Manufacturers Association http://www.nwwda.org |
| OSHA Occupational Safety and Health Administration Department of Labor http://www.osha.gov |
| PCA Portland Cement Association http://www.cement.org/ |
| PCI Precast Prestressed Concrete Institute http://www.pci.org |
| PPI The Plastic Pipe Institute http://www.plasticpipe.org |
| PEI Porcelain Enamel Institute, Inc. http://www.porcelainenamel.com |
| PTI Post-Tensioning Institute http://www.post-tensioning.org |
| RCSC Research Council of Structural Connections http://www.boltcouncil.org/ |
| RFCI The Resilient Floor Covering Institute http://www.rfci.com |
| RIS Redwood Inspection Service See - CRA |
| RMA Rubber Manufacturers Association, Inc. http://www.rma.org |
| SCAQMD South Coast Air Quality Management District http://www.aqmd.gov |
| SCMA Southern Cypress Manufacturers Association http://www.cypressinfo.org |
| SDI Steel Deck Institute http://www.sdi.org |
| SDI Steel Door Institute http://www.steeldoor.org |
| SEI Structural Engineering Institute http://www.asce.org/SEI/ |
| SJI Steel Joist Institute http://www.steeljoist.org |
| SMACNA Sheet Metal and Air-Conditioning Contractors National Association, Inc. http://www.smacna.org |
| SPRI Single Ply Roofing Industry http://www.spri.org |
| SSPC The Society for Protective Coatings http://www.sspc.org |
| STI Steel Tank Institute http://www.steeltank.com |
| SWI Steel Window Institute http://www.steelwindows.com |
| SWRI Sealant Waterproofing and Restoration Institute http://www.swrionline.org/ |
| TCNA Tile Council of North America, Inc. http://www.tileusa.com |
| TPI Truss Plate Institute, Inc. http://www.tpinst.org/ |
| UL Underwriters' Laboratories Incorporated http://www.ul.com |
| ULC Underwriters' Laboratories of Canada http://www.ulc.ca |
| USDA U.S. Department of Agriculture http://www.usda.gov |
| USGBC U.S. Green Building Council http://www.usgbc.org |
| WCLIB West Coast Lumber Inspection Bureau http://www.wclib.org/ |
| WDMA Window and Door Manufacturers Association https://www.wdma.com/ |
| WH Warnock Hersey http://www.intertek.com/marks/wh/ |
| WRCLA Western Red Cedar Lumber Association http://www.wrcla.org/ |
| WWPA Western Wood Products Association http://www2.wwpa.org/ |
| 014529 TestLabServ v2 |
| SECTION 01 45 29 TESTING LABORATORY SERVICES |
| PART 1 - GENERAL |
| 1.1 DESCRIPTION |
| A. This section specifies materials testing activities and inspection services required during project construction to be provided by a Testing Laboratory retained and paid for by Contractor. Refer to Section 01 00 02, GENERAL REQUIREMENTS, for addit... |
| 1.2 RELATED DOCUMENTS |
| A. Section 01 00 02, GENERAL REQUIREMENTS. |
| 1.3 APPLICABLE PUBLICATIONS |
| A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in text by the basic designation only. Comply with applicable provisions and recommendations of the following, except as otherwise shown o... |
| B. American Association of State Highway and Transportation Officials (AASHTO): |
| T27-11 Sieve Analysis of Fine and Coarse Aggregates |
| T96-02(R2006) Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine |
| T99-10 The Moisture-Density Relations of Soils Using a 2.5 Kg (5.5 lb.) Rammer and a 305 mm (12 in.) Drop |
| T104-99(R2007) Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate |
| T180-10 Moisture-Density Relations of Soils using a 4.54 kg (10 lb.) Rammer and a 457 mm (18 in.) Drop |
| T191-02(R2006) Density of Soil In-Place by the Sand-Cone Method |
| C. American Society for Testing and Materials (ASTM): |
| A325-10 Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength |
| A370-12a Definitions for Mechanical Testing of Steel Products |
| A490-12 Heat Treated Steel Structural Bolts, 150 ksi Minimum Tensile Strength |
| C31/C31M-12 Making and Curing Concrete Test Specimens in the Field |
| C33/C33M-13 Concrete Aggregates |
| C39/C39M-12 Compressive Strength of Cylindrical Concrete Specimens |
| C109/C109M-12 Compressive Strength of Hydraulic Cement Mortars |
| C138/C138M-12a Unit Weight, Yield, and Air Content (Gravimetric) of Concrete |
| C140-13 Sampling and Testing Concrete Masonry Units and Related Units |
| C143/C143M-12 Slump of Hydraulic Cement Concrete |
| C141/C141M Standard Specification for Hydrated Hydraulic Lime for Structural Purposes |
| C172/C172M-10 Sampling Freshly Mixed Concrete |
| C173/C173M-12 Air Content of freshly Mixed Concrete by the Volumetric Method |
| C330/C33OM-09 Lightweight Aggregates for Structural Concrete |
| C567/C567M-11 Density Structural Lightweight Concrete |
| C780-12a Pre-construction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry |
| C1019-11 Sampling and Testing Grout |
| C1064/C1064M-12 Freshly Mixed Hydraulic Cement Concrete |
| C1077-13 Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation |
| C1314-12 Compressive Strength of Masonry Prisms |
| C1364-10b Architectural Cast Stone |
| D698-12 Laboratory Compaction Characteristics of Soil Using Standard Effort |
| D1143/D1143M-07 Deep Foundations Under Static Axial Compressive Load |
| D1188-07 Bulk Specific Gravity and Density of Compacted Bituminous Mixtures Using Paraffin-Coated Specimens |
| D1556-07 Density and Unit Weight of Soil in Place by the Sand-Cone Method |
| D1557-12 Laboratory Compaction Characteristics of Soil Using Modified Effort |
| D2166-06 Unconfined Compressive Strength of Cohesive Soil |
| D2167-08 Density and Unit Weight of Soil in Place by the Rubber Balloon Method |
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