36C10F18R0581-080.pdf

SACRAMENTO VALLEY NATIONAL CEMETERY – PHASE 2 BID DOCUMENTS | 6-27-18

00 01 10-1

DEPARTMENT OF VETERANS AFFAIRS

NCA MASTER SPECIFICATIONS

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS DATE

00 01 15 List of Drawing Sheets 05-10

DIVISION 01 - GENERAL REQUIREMENTS

01 00 01 General Requirements (Major NCA Projects) 06-14 01 32 16.13 Network Analysis Schedules 11-17 01 33 23 Shop Drawings, Product Data, and Samples 06-14 01 35 27 Safety 03-18 01 42 19 Reference Standards 06-14 01 43 39 Mockup Requirements 01 45 00 Quality Control 06-14 01 45 29 Testing Laboratory Services 06-14 01 57 19 Temporary Environmental Controls 06-14 01 74 19 Construction Waste Management 06-14 01 81 13 Sustainable Construction Requirements 08-16

DIVISION 02 – EXISTING CONDITIONS

02 21 00 Site Surveys 06-14 02 41 10 Demolition and Site Clearing 06-14

DIVISION 03 – CONCRETE

03 30 53 (Short-Form) Cast-in-Place Concrete 06-14 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 43 00 Natural Stone Veneer 06-14 04 72 00 Cast Stone Masonry 06-14 04 73 00 Columbarium Niche Covers 06-14

DIVISION 05 – METALS

05 12 00 Structural Steel Framing 06-14 05 31 00 Steel Decking 06-14 05 50 00 Metal Fabrications 06-14

00 01 10-2

DIVISION 06 – WOOD, PLASTICS AND COMPOSITES

06 10 00 Rough Carpentry 12-15 06 20 00 Finish Carpentry 06-14

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 Roof and Deck Insulation 06-14 07 41 13 Standing Seam Metal Roofing 06-14 07 53 23 Ethylene-Propylene-Diene-Monomer Roofing 06-14 07 60 00 Flashing and Sheet Metal 06-14 07 71 00 Roof Specialties 06-14 07 92 00 Joint Sealants 06-14

DIVISION 08 - OPENINGS

08 11 13 Hollow Metal Doors and Frames 06-14 08 33 00 Coiling Doors and Grilles 06-14 08 63 00 Metal-Framed Skylights 06-14 08 71 00 Door Hardware 06-14 08 80 00 Glazing 06-14

DIVISION 09 – FINISHES

09 06 00 Schedule for Finishes 06-14 09 24 00 Portland Cement Plastering 06-14 09 91 00 Painting 06-14

DIVISION 10 – SPECIALTIES

10 14 00 Exterior Signage 06-14

DIVISION 11 - EQUIPMENT

11 83 00 Global Navigation Satellite System (GNSS) Reference

System 12-17

11 83 02 GNSS & GIS Mapping and Geodata 12-17

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 14 36 Packaged, Submersible, Drainage Pump Units 11-16

DIVISION 26 – ELECTRICAL

26 05 11 Requirements for Electrical Installations 08-16 26 05 19 Low-Voltage Electrical Power Conductors and Cables 08-16 26 05 26 Grounding and Bonding for Electrical Systems 08-16 26 05 33 Raceway and Boxes for Electrical Systems 08-16 26 05 41 Underground Electrical Construction 08-16

00 01 10-3

26 05 73 Overcurrent Protective Device Coordination Study 08-16 26 08 00 Commissioning of Electrical Systems 12-15 26 22 00 Low-Voltage Transformers 08-16 26 24 16 Panelboards 08-16 26 27 26 Wiring Devices 08-16 26 29 11 Motor Controllers 08-16 26 29 21 Enclosed Switches and Circuit Breakers 08-16 26 51 00 Interior Lighting 08-16

DIVISION 31 – EARTHWORK

31 20 00 Earth Moving 11-16 31 23 19 Dewatering 11-16 31 23 23.33 Flowable Fill 11-16 31 32 23 Pressure Grouting Soil Stabilization 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 12 43 Porous Flexible Paving 05-18 32 14 13 Precast Concrete Unit Paving 04-18

32 17 23 Pavement Markings 11-16 32 33 00 Site Furnishings 01-17 32 84 00 Planting Irrigation 01-17 32 90 00 Planting 11-16 32 96 00 Transplanting Exterior Plants 04-18

DIVISION 33 – UTILITIES

33 10 00 Water Utilities 11-16 33 40 00 Storm Sewer Utilities 11-16 33 41 13 Foundation Drainage 01-17

00 01 15 - 1

SECTION 00 01 15

LIST OF DRAWING SHEETS

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

Drawing No. Title

GENERAL

G-001 COVER

G-002 SHEET INDEX

G-003 ABBREVIATIONS

G-004 SYMBOLS

SUBSURFACE BORING INFORMATION

B-101 BORING LOCATIONS

B-601 BORING LOGS 1

B-602 BORING LOGS 2

B-603 BORING LOGS 3

B-604 BORING LOGS 4

B-605 BORING LOGS 5

B-606 BORING LOGS 6

SURVEY

V-101 KEY MAP & NOTES AND PHASE 1B

V-102 EXISTING CONDITIONS SURVEY 1

V-103 EXISTING CONDITIONS SURVEY 2

V-104 EXISTING CONDITIONS SURVEY 3

V-105 EXISTING CONDITIONS SURVEY 4

V-106 EXISTING CONDITIONS SURVEY 5

V-107 EXISTING CONDITIONS SURVEY 6

V-108 EXISTING CONDITIONS SURVEY 7

V-109 EXISTING CONDITIONS SURVEY 8

V-110 EXISTING CONDITIONS SURVEY 9

V-111 EXISTING CONDITIONS SURVEY 10

V-112 EXISTING CONDITIONS SURVEY 11

V-113 EXISTING CONDITIONS SURVEY 12

V-114 EXISTING CONDITIONS SURVEY 13

V-115 EXISTING CONDITIONS SURVEY 14

V-116 EXISTING CONDITIONS SURVEY 15

DEMOLITION

D-101 DEMOLITION PLAN - OVERALL

D-102 DEMOLITION PLAN 1

D-103 DEMOLITION PLAN 2

D-104 DEMOLITION PLAN 3

D-105 DEMOLITION PLAN 4

D-106 DEMOLITION PLAN 5

D-107 DEMOLITION PLAN 6

D-108 DEMOLITION PLAN 7

D-109 DEMOLITION PLAN 8

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D-110 DEMOLITION PLAN 9

D-111 DEMOLITION PLAN 10

D-112 DEMOLITION PLAN 11

D-113 DEMOLITION PLAN 12

D-114 DEMOLITION PLAN 13

D-115 DEMOLITION PLAN 14

OPERATIONS - ACCESS & LOGISTICS

O-101 CONSTRUCTION ACCESS & PHASING

O-102 SITE ACCESS

O-501 SITE DETAILS

SITE LAYOUT

C-101 CEMETERY SITE PLAN - OVERALL

C-102 PROJECT CONTROL PLAN

C-103 SITE PLAN - COLUMBARIUM COURT 3

C-104 SITE PLAN - COMMITTAL SERVICE SHELTER 3

C-105 SITE PLAN - HONOR GUARD & OVER FLOW PARKING

C-106 GRAVESITE LAYOUT - SECTION 6

C-107 GRAVESITE NUMBERING SECTION 6

C-108 GRAVESITE LAYOUT - SECTION 29

C-109 GRAVESITE NUMBERING SECTION 29

C-110 GRAVESITE LAYOUT - SECTION 30

C-111 GRAVESITE NUMBERING SECTION 30

C-112 GRAVESITE LAYOUT - SECTION 31

C-113 GRAVESITE NUMBERING SECTION 31

C-114 GRAVESITE LAYOUT - SECTION 32

C-115 GRAVESITE NUMBERING SECTION 32

C-116 GRAVESITE LAYOUT - SECTIONS 33A & 33B

C-117 GRAVESITE NUMBERING SECTIONS 33A & 33B

C-118 GRAVESITE LAYOUT - SECTION 34

C-119 GRAVESITE NUMBERING SECTION 34

C-120 GRAVESITE LAYOUT - SECTIONS 35 & 36

C-121 GRAVESITE NUMBERING SECTIONS 35 & 36

C-122 GRAVESITE LAYOUT - SECTION 37

C-123 GRAVESITE NUMBERING SECTION 37

C-124 GRAVESITE LAYOUT - SECTION 40

C-125 GRAVESITE NUMBERING SECTION 40

C-126 GRAVESITE LAYOUT - SECTION 42

C-127 GRAVESITE NUMBERING SECTION 42

C-128 GRAVESITE LAYOUT - SECTION 44

C-129 GRAVESITE NUMBERING SECTION 44

C-130 GRAVESITE LAYOUT - SECTION 45

C-131 GRAVESITE NUMBERING SECTION 45

C-132 GRAVESITE LAYOUT - SECTION 46

C-133 GRAVESITE NUMBERING SECTION 46

C-134 GRAVESITE LAYOUT - SECTION 47

C-135 GRAVESITE NUMBERING SECTION 47

00 01 15 - 3

C-136 GRAVESITE LAYOUT - SECTIONS 53 & 54

C-137 GRAVESITE NUMBERING SECTIONS 53 & 54

C-138 PUMP STATION ACCESS

C-501 CRYPT & CREMAIN DETAILS

STREET PLAN & PROFILE

CR101 STREET PLAN - OVERALL

CR102 SIERRA NEVADA DRIVE - PLAN AND PROFILE -

0+00 TO 5+00

CR103 SIERRA NAVADA DRIVE - PLAN AND PROFILE -

5+00 TO 11+78

CR104 PUTAH CREEK WAY - PLAN AND PROFILE - 0+00

TO 8+30

CR105 JEPSON PRAIRIE DRIVE - PLAN AND PROFILE -

0+00 TO 3+00

CR106 LAKE BERRYESSA DRIVE - PLAN AND PROFILE -

0+00 TO 8+00

CR107 LAKE BEERYESSA DRIVE - PLAN AND PROFILE -

8+00 TO 15+71

CR108 ROAD A - PLAN AND PROFILE - 0+00 TO 7+31

CR109 SOLANO DRIVE - PLAN AND PROFILE - 0+00 TO

7+00

CR110 SOLANO DRIVE - PLAN AND PROFILE - 7+00 TO

12+00

CR111 SOLANO DRIVE - PLAN AND PROFILE - 12+00 TO

18+45

CR112 SUTTER BUTTE DRIVE - PLAN AND PROFILE -

0+00 TO 7+47

CR113 SUTTER BUTTE DRIVE - PLAN AND PROFILE -

0+00 TO 7+50

CR114 SUTTER BUTTE DRIVE - PLAN AND PROFILE -

7+50 TO 15+86

CR115 COMMITTAL SHELTER ROAD - PLAN AND PROFILE -

0+00 TO 6+86

CR116 SERVICE ROAD - PLAN AND PROFILE - 0+00 TO

3+20

CR117 ROUNDABOUT ROAD 1 - PLAN AND PROFILE - 0+00

TO 4+90

CR118 ROUNDABOUT ROAD 2 - PLAN AND PROFILE - 0+00

TO 4+90

CR119 ROUNDABOUT ROAD 3 - PLAN AND PROFILE - 0+00

TO 4+90

CR120 SITE PLAN - SOLANO DRIVE PARKING

CR121 SITE PLAN - CORTEGE LANE EXPANSION

CR122 SOLANO DRIVE & CORTEGE LANE - MILL AND

OVERLAY

CR123 CSS 2 & 3 ACCESS ROAD - PLAN AND PROFILE

CR301 STREET SECTIONS

CR501 STREET DETAILS 1

CR502 STREET DETAILS 2

CR503 STREET DETAILS 3

GRADING

CG101 SITE GRADING PLAN - OVERALL

00 01 15 - 4

CG102 GRADING PLAN 1

CG103 GRADING PLAN 2

CG104 GRADING PLAN 3

CG105 GRADING PLAN 4

CG106 GRADING PLAN 5

CG107 GRADING PLAN 6

CG108 GRADING PLAN 7

CG109 GRADING PLAN 8

CG110 GRADING PLAN 9

CG111 GRADING PLAN 10

CG112 GRADING PLAN 11

CG113 GRADING PLAN 12

CG114 GRADING PLAN 13

CG115 GRADING PLAN 14

EROSION CONTROL

CE101 EROSION CONTROL PLAN

CE501 EROSION CONTROL PLAN DETAILS

STORM DRAIN

CS101 STORM DRAIN PLAN - OVERALL

CS102 STORM NETWORKS 100-200 PLAN

CS103 STORM NETWORKS 300-400 PLAN

CS104 STORM NETWORKS 500, 800 & 1600 PLAN

CS105 STORM NETWORKS 600, 700 & 1000 PLAN

CS106 STORM NETWORKS 900, 1400 & 1500 PLAN

CS107 STORM NETWORKS 1100 & 1200 PLAN

CS108 STORM NETWORK 1300 PLAN

CS109 PUMP STATION STORM DRAIN FORCE MAIN PLAN 1

CS110 PUMP STATION STORM DRAIN FORCE MAIN PLAN 2

CS111 PUMP STATION STORM DRAIN FORCE MAIN PLAN 3

CS112 UNDERDRAIN PLAN - SECTIONS 29 & 31

CS113 UNDERDRAIN PLAN - SECTIONS 34 & 40

CS114 UNDERDRAIN PLAN - SECTIONS 42 & 44

CS115 UNDERDRAIN PLAN - SECTION 45

CS301 STORM NETWORKS 100 & 200 PROFILES

CS302 STORM NETWORKS 300-500 PROFILES

CS303 STORM NETWORKS 600-1300 PROFILES

CS304 STORM NETWORKS 1400-1500 PROFILES

CS501 STORM DETAILS 1

CS502 STORM DETAILS 2

CS503 STORM DETAILS 3

CS504 STORM DETAILS 4

CS505 STORM DETAILS 5

CS506 STORM DETAILS 6

WATER

CW101 WATER PLAN - OVERALL

CW102 WATER PLAN 1

00 01 15 - 5

CW103 WATER PLAN 2

CW104 WATER PLAN 3

CW105 WATER PLAN 4

CW106 WATER PLAN 5

CW107 WATER PLAN 6

CW108 WATER PLAN 7

CW109 WATER PLAN 8

CW501 WATER DETAILS

UTILITY

CU101 UTILITY PLAN - OVERALL

GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS)

X-101 GNSS PLAN

X-501 GNSS DETAILS

LANDSCAPE

L-101 LANDSCAPE PLAN - OVERALL (BASE BID)

L-102 LANDSCAPE PLAN - SEEDING, SODDING &

MULCHING (BASE BID)

L-103 LANDSCAPE PLAN - TREE RELOCATION (BASE BID)

L-104 LANDSCAPE PLAN - ROUNDABOUT 3 (BASE BID)

L-105 LANDSCAPE PLAN - COLUMBARIUM COURT 3 (BASE

BID)

L-106 LANDSCAPE PLAN - SECTION 44 (BASE BID)

L-107 LANDSCAPE PLAN - SECTION 40 (BASE BID)

L-108 LANDSCAPE PLAN - ROUNDABOUT 2 (BASE BID)

L-109 LANDSCAPE PLAN - EX. SECTION 27 (BASE BID)

L-110 LANDSCAPE PLAN - EX. SECTIONS 28 & 7 (BASE

BID)

L-111 LANDSCAPE PLAN - ROUNDABOUT 1 (BASE BID)

L-112 LANDSCAPE PLAN - CSS-3 (BASE BID)

L-113 LANDSCAPE PLAN - CSS-2 & ROAD A (BASE BID)

L-114 LANDSCAPE PLAN - P.I.C. ADMIN. BUILDING

(BASE BID)

L-115 LANDSCAPE PLAN - MAIN ENTRANCE (BASE BID)

L-116 LANDSCAPE PLAN (ADD ALT 2)

L-117 LANDSCAPE PLAN (ADD ALT 1)

L-501 LANDSCAPE DETAILS

COLUMBARIUM COURT 3

LC101 COLUMBARIUM COURT 3 LAYOUT PLAN

LC102 COLUMBARIUM COURT 3 PAVING PLAN

LC103 COLUMBARIUM NUMBERING PLAN

LC104 COLUMBARIUM GRADING PLAN - EAST (BASE BID)

LC105 COLUMBARIUM GRADING PLAN- WEST (BASE BID)

LC106 COLUMBARIUM GRADING PLAN (ADD ALT 1)

LC107 COLUMBARIUM DRAINAGE PLAN - EAST (BASE BID)

LC108 COLUMBARIUM DRAINAGE PLAN - WEST (BASE BID)

LC109 COLUMBARIUM DRAINAGE PLAN (ADD ALT 1)

LC201 COLUMBARIUM ELEVATIONS

00 01 15 - 6

LC301 COLUMBARIUM SECTIONS

LC501 COLUMBARIUM DETAILS 1

LC502 COLUMBARIUM DETAILS 2

SIGNAGE & WAYFINDING

LS101 SIGNAGE & WAYFINDING FULL REMOVALS (BASE

BID)

LS102 SIGNAGE & WAYFINDING PANEL REMOVALS (BASE

BID)

LS103 SIGNAGE & WAYFINDING PLAN (BASE BID)

LS104 SIGNAGE & WAYFINDING SCHEDULES (BASE BID)

LS105 SIGNAGE & WAYFINDING (ADD ALT 2)

LS501 SIGNAGE & WAYFINDING DETAILS 1

LS502 SIGNAGE & WAYFINDING DETAILS 2

LS503 SIGNAGE & WAYFINDING DETAILS 3

LS504 SIGNAGE & WAYFINDING DETAILS 4

SITE FURNISHINGS

LF101 SITE FURNISHINGS LAYOUT PLAN (BASE BID)

LF102 SITE FURNISHINGS COLUMBARIUM COURT 3 (BASE

BID)

LF103 SITE FURNISHINGS (ADD ALT 1)

LF501 SITE FURNISHINGS DETAILS

IRRIGATION

LI001 IRRIGATION COVER SHEET

LI101 IRRIGATION PLAN 1

LI102 IRRIGATION PLAN 2

LI103 IRRIGATION PLAN 3

LI104 IRRIGATION PLAN 4

LI105 IRRIGATION PLAN 5

LI106 IRRIGATION PLAN 6

LI107 IRRIGATION PLAN 7

LI108 IRRIGATION PLAN 8

LI109 IRRIGATION PLAN 9

LI110 IRRIGATION PLAN 10

LI111 IRRIGATION PLAN 11

LI112 IRRIGATION PLAN 12

LI113 IRRIGATION PLAN 13

LI501 IRRIGATION DETAILS 1

LI502 IRRIGATION DETAILS 2

LI503 IRRIGATION DETAILS 3

LI401 IRRIGATION CONTROLLER PLAN

LI201 IRRIGATION DEMOLITION PLAN 1

LI202 IRRIGATION DEMOLITION PLAN 2

LI203 IRRIGATION DEMOLITION PLAN 3

LI204 IRRIGATION DEMOLITION PLAN 4

LI205 IRRIGATION DEMOLITION PLAN 5

LI206 IRRIGATION DEMOLITION PLAN 6

LI207 IRRIGATION DEMOLITION PLAN 7

00 01 15 - 7

LI208 IRRIGATION DEMOLITION PLAN 8

COMMITTAL SERVICE SHELTER 3

A-101 BUILDING 4803 SITE PLAN

A-102 BUILDING 4803 FLOOR PLAN & ROOF PLAN

A-201 BUILDING 4803 ELEVATIONS & SECTIONS

A-301 BUILDING 4803 SECTIONS

A-501 BUILDING 4803 DETAILS 1

A-502 BUILDING 4803 DETAILS 2

AG101 BUILDING 4803 GRADING PLAN

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 SPECIAL INSPECTIONS

S-101 BUILDING 4803 FOUNDATION & ROOF FRAMING

PLAN

S-301 BUILDING 4803 SECTIONS 1

S-302 BUILDING 4803 SECTIONS 2

S-303 BUILDING 4803 SECTIONS 3

S-501 STANDARD DETAILS 1

S-502 STANDARD DETAILS 2

S-503 STANDARD DETAILS 3

SC101 COLUMBARIUM COURT FOUNDATION PLAN

SC301 COLUMBARIUM COURT SECTIONS

MECHANICAL

M-101 STORMWATER PUMP STATION NO.1 PLAN & SECTION

M-102 STORMWATER PUMP STATION NO.2 PLAN & SECTION

ELECTRICAL

E-101 ELECTRICAL SITE PLAN

E-102 ELECTRICAL PLAN - COMMITTAL SHELTER

E-501 ELECTRICAL SCHEMATIC - TYPICAL DRAINAGE

PUMP STATION

E-502 ELECTRICAL DETAIL - CONTROL DIAGRAM

E-503 ELECTRICAL SINGLE LINE DIAGRAM - SITE &

UTILITY

E-504 ELECTRICAL TYICAL SUMP ALARM PANEL

- - - E N D - - -

GENERAL REQUIREMENTS - TOC

01 00 01 - 1

SECTION 01 00 01

GENERAL REQUIREMENTS

TABLE OF CONTENTS

1.1 GENERAL INTENTION

1.2 STATEMENT OF BID ITEM(S)

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

1.4 CONSTRUCTION SECURITY REQUIREMENTS

1.5 FIRE SAFETY

1.6 OPERATIONS AND STORAGE AREAS

1.7 DISPOSAL AND RETENTION

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

IMPROVEMENTS

1.9 RESTORATION

1.10 PHYSICAL DATA

1.11 PROFESSIONAL SURVEYING SERVICES

1.12 LAYOUT OF WORK

1.13 AS-BUILT DRAWINGS

1.14 USE OF ROADWAYS

1.15 RE/COR'S FIELD OFFICE

1.16 TEMPORARY USE OF MECHANICAL AND ELECTRICAL EQUIPMENT

1.17 TEMPORARY TOILETS

1.18 AVAILABILITY AND USE OF UTILITY SERVICES

1.19 NEW TELEPHONE EQUIPMENT

1.20 TESTS

1.21 INSTRUCTIONS

1.22 GOVERNMENT-FURNISHED PROPERTY

1.23 RELOCATED EQUIPMENT

1.24 CONSTRUCTION SIGN

1.25 SAFETY SIGN

1.26 CONSTRUCTION DIGITAL IMAGES

GENERAL REQUIREMENTS - TOC

01 00 01 - 2

1.27 FINAL ELEVATION DIGITAL IMAGES

1.28 HISTORIC PRESERVATION

1.29 PROJECT HEALTH AND SAFETY PLAN

1.30 PROJECT SUSTAINABILITY GOALS

GENERAL REQUIREMENTS

01 00 01 - 1

SECTION 01 00 01 (MAJOR NCA PROJECTS)

GENERAL REQUIREMENTS

1.1 GENERAL INTENTION

A. Completely prepare site for building operations, including demolition and removal of existing structures, and furnish labor and materials and perform work for Sacramento Valley National Cemetery as required by drawings and specifications.

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

Cemetery Director.

C. Offices of Anderson Engineering of Minnesota, LLC, 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 Resident Engineer (RE) or duly authorized Contracting

Officer Representative (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 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. Obtain permission of the VA police, be identified by project and employer, and restricted from unauthorized access. Photo ID shall be required by all personnel.

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 30-hour OSHA certified

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

01 00 01 - 2

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.

1.2 STATEMENT OF BID ITEM(S)

A. CLIN 001, BASE BID: Work of the Contract includes general construction, alterations, roads, walks, grading, drainage, mechanical and electrical work, utility systems, water storage facilities, crypt installation, precast columbaria and necessary removal of existing structures and construction and certain of other items.

B. CLIN 002, CRYPT (BASE BID - FABRICATE AND DELIVERY ONLY)

C. CLIN 003, ADD ALTERNATE #1 COLUMBARIUM 3

D. CLIN 004, ADD ALTERNATE #2, NEW BURIAL SECTIONS 45, 53 & 54 WITH

ASSOCIATED PAVING

E. CLIN 005, ADD ALTERNATE #2, CRYPT (ADD ALTERNATE #2 - FABRICATE AND

DELIVERY ONLY)

1.3 SPECIFICATIONS AND DRAWINGS FOR CONTRACTOR

A. AFTER AWARD OF CONTRACT, five (5) full-sized drawing sets and five (5) sets of specifications will be furnished as well as an electronic set of plans and specifications.

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

Contractor's expense.

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. Assure that all sub-contractors working on the project and their employees also comply with these regulations. Dismissal of violators may be directed by the Resident Engineer.

B. Security Procedures:

1. Contractor’s employees shall not enter the project site without an appropriate badge. 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, give 3 days' notice to the RE/COR so that security arrangements can

01 00 01 - 3 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 RE/COR.

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

C. Key Control:

1. Provide duplicate keys and lock combinations to the RE/COR for the purpose of security inspections of every area of project including tool boxes and parked machines and to take any emergency action(s).

2. Turn over all permanent lock cylinders to the VA locksmith for permanent installation. Coordinate the lock cylinder and key system work and shall provide the devices required to comply with the facility security system. See Section 08 71 00, DOOR HARDWARE and coordinate.

D. Document Control:

1. Perform safekeeping procedures for all drawings, project manual and other project information. This information from these shall be shared only with those with a specific need to accomplish the project.

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

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

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

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

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

“sensitive information”.

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

Management Software (EDMS).

E. Motor Vehicle Restrictions

01 00 01 - 4

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 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 or specified.

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

E84-2013 Surface Burning Characteristics of Building

Materials

2. National Fire Protection Association (NFPA):

10-2013 Standard for Portable Fire Extinguishers

30-2012 Flammable and Combustible Liquids Code

51B-2014 Standard for Fire Prevention During Welding, Cutting and Other Hot Work

70-2011 National Electrical Code

241-2013 Standard for Safeguarding Construction, Alteration, and Demolition Operations

3. Occupational Safety and Health Administration (OSHA):

29 CFR 1926 Safety and Health Regulations for Construction

B. Fire Safety Plan: Establish and maintain a fire protection program in accordance with 29 CFR 1926. Prior to start of work, prepare a plan detailing project-specific fire safety measures, including periodic status reports, and submit to RE for review for compliance with contract requirements in accordance with Section 01 33 23, SHOP

DRAWINGS, PRODUCT DATA AND SAMPLES. Prior to any worker for the contractor or subcontractor’s beginning work, they shall undergo a safety briefing provided by the Contractor’s competent person per OSHA requirements. This briefing shall include information on the construction limits, safety guidelines, means of egress, break areas, work hours, locations of restrooms, use of NCA equipment, etc.

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

01 00 01 - 5

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

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

E. Temporary Construction Partitions:

1. Not applicable this project

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

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

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

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

NFPA 241 and NFPA 51B. Coordinate with RE and obtain permission from RE before commencing hot work. Designate the Contractor's responsible project-site fire prevention program manager to coordinate hot work.

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

M. 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 and

Construction Waste Management Plan required under Section 01 74 19, CONSTRUCTION WASTE MANAGEMENT. Remove from buildings daily.

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

01 00 01 - 6

1.6 OPERATIONS AND STORAGE AREAS

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

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

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

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

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

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

D. 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.

E. Working space and space available for storing materials shall be as shown on the drawings and may be altered/expanded as determined by the

RE/COR.

F. Workmen are subject to rules of the Cemetery regarding their conduct and dress code.

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

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

2. Schedule delivery of materials and equipment to immediate construction working areas within buildings in use by the Department

01 00 01 - 7 of Veterans Affairs in quantities sufficient for not more than two work days. Provide unobstructed access, for the Cemetery personnel, to areas that are required to remain in operation during the construction of the project.

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 Company involved and the RE/COR.

H. Phasing: To insure such executions, furnish the RE/COR with a schedule of approximate phasing and dates on which the Contractor intends to accomplish work in each specific area of site, building or portion thereof. In addition, notify the RE/COR two weeks in advance of the proposed date of starting work in each specific area of site, building or portion thereof. Arrange such dates to insure accomplishment of this work in successive and/or concurrent phases as is mutually agreeable to the RE/COR and Contractor.

I. Construction Fence: Before construction operations begin, the

Contractor shall provide a chain link construction fence, 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. Utilities Services: Maintain existing utility services for the Cemetery at all times. Meet with the RE and appropriate Cemetery operations staff to walk the proposed work areas and discuss any known or potential underground systems that are indicated or not shown on the construction drawings, prior to starting the work.

1. Provide an underground utility locating service to locate any existing underground lines within the work area that are to remain in service. Any new information, not clearly indicated on the bid documents shall be passed on to the Contractor's underground locating service staff. Any new information discovered by the underground locating service staff shall be turned over to the

RE/COR for resolution.

01 00 01 - 8

K. Provide temporary facilities, labor, materials, equipment, connections, and utilities to assure uninterrupted services. Where necessary to cut existing water, sewer or air pipes, or conduits, wires, cables, etc. of utility services or of fire protection systems and communications systems (including telephone), they shall be cut and capped at suitable places where shown; or, in absence of such indication, where directed by the RE/COR.

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

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

ELECTRICAL INSTALLATIONS, 27 05 11 REQUIREMENTS FOR COMMUNICATIONS

INSTALLATIONS and 28 05 11, REQUIREMENTS FOR ELECTRONIC SAFETY AND

SECURITY INSTALLATIONS for additional requirements.

2. Submit a request to interrupt any such services to RE/COR, and

Cemetery Director, in writing, 21 calendar days in advance of the outage to the RE. Request shall state reason, date, exact time of, and approximate duration of such interruption.

3. The Contractor will be advised (in writing) of approval of request, or of which other date and/or time such interruption will cause least inconvenience to operations of the Cemetery. Interruption time approved by the Cemetery may occur at other than Contractor's normal working hours at no additional cost to the Government.

4. Major interruptions of any system must be requested, in writing, at least 21 calendar days prior to the desired time and shall be performed as directed by the RE/COR, which may require the work to be performed off hours which shall be done at no additional cost to the Government.

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, 01 00 01 - 9 payment of such fee shall be the responsibility of the Government and not the Contractor.

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

M. To minimize interference of construction activities with flow of

Cemetery traffic, comply with the following:

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

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

N. Coordinate the work for this contract with other construction operations as directed by RE/COR.

O. Coordination of Construction with Cemetery Director: The burial activities at a National Cemetery shall take precedence over construction activities. Cooperation and coordination 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, is required. Construction noise during the interment services shall not disturb the service. Coordination of work may require that equipment that is heard from the service location be shut-off, or moved out of the area prior to the service, as acceptable to the Cemetery Director through the RE/COR. Trucks and workmen shall not pass through the service area during this period:

1. Discontinue work sufficiently in advance of Easter Sunday, Mother's

Day, Father's Day, Memorial Day, Veteran's Day and/or Federal holidays, and clean up all areas of operation adjacent to functioning areas of the Cemetery, including existing burial sections before these dates.

01 00 01 - 10

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

1.7 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 the National Cemetery.

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

4. 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 RE/COR who will annotate the contract file and transmit the

Manifest to the Cemetery Director.

01 00 01 - 11

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

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

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

IMPROVEMENTS

A. Preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work sites, which are not to be removed and which do not unreasonably interfere with the work required under this contract. Remove trees only when specifically authorized to do so, 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, then trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the RE/COR.

B. 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. 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

01 00 01 - 12 damage promptly, the RE/COR may have the necessary work performed and charge the cost to the Contractor. Paragraphs 1.10.A and 1.10.B are from (FAR 52.236-9).

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

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

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

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

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

Central/Cemetery) office. The 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:

1. Designating areas for equipment maintenance and repair;

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

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

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

5. Providing adequately maintained sanitary facilities.

1.9 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 is found to be defective in any way, shall be reported to the RE/COR before it is

01 00 01 - 13 disturbed. Materials and workmanship used in restoring work shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

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

Existing work (walls, ceilings, partitions, floors, mechanical and electrical work, lawns, paving, roads, walks, etc.) disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

C. At the Contractor's own expense, immediately restore to service and repair any damage caused by the Contractor's workmen to any operational existing piping and conduits, wires, cables, etc. The above is applicable for all owner operated systems with underground elements or those of utility services or of fire protection systems and communications systems (including telephone) which are indicated on drawings and which are not scheduled for discontinuance or abandonment.

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

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

52.236-2).

1.10 PHYSICAL DATA

A. Data and information furnished in the bid documents 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 soil report will be made available for inspection by bidders upon request to the Contracting Officer, the contract documents.

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

01 00 01 - 14 of Veterans Affairs, bidders will be permitted to make subsurface explorations of their own at site.

1.11 PROFESSIONAL SURVEYING SERVICES

A. 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.

Provide a written certification to the RE/COR that the land surveyor or civil engineer is not one who is a regular employee of the Contractor, and that the land surveyor or civil engineer has no financial interest in this contract.

1.12 LAYOUT OF WORK

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

Contractor's own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the work.

Execute the work to the lines and grades that may be established or indicated by the RE/COR. Maintain and preserve all stakes and other marks established by the RE/COR until authorized to remove them. If such marks are destroyed by the Contractor or through Contractor's negligence before their removal is authorized, the RE/COR may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor. Paragraph 1.14.A is from (FAR

52.236-17).

B. Establish and plainly mark reference lines for all buildings, gravesite control monuments, locations for each sprinkler head within the burial section as detailed or at the point equal distance from the closest point on surrounding planned headstone locations, footings and foundations for columbarium and memorial walls and elements in their respective complexes and all such other lines and grades that are reasonably necessary to properly assure that location, orientation, and elevations established for each such structure and/or addition, and all other facilities to be constructed as part of the work for this project. The surveyed layout information shall be accurate to the highest industry standards for the respective type of work, all in accordance with lines, orientation, locations and elevations shown on contract drawings.

01 00 01 - 15

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

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

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

2. The forms for the concrete foundations, of the columbarium and memorial wall elements and complexes, where exposed in the final installation, require tighter construction tolerances than for general foundations (See Drawings for the allowable tolerances).

For the exposed foundations of these elements provide such additional survey points and elevations as are needed so a registered land surveyor, or registered civil engineer can quickly check the work and provide the required certification(s) before concrete is poured. Contractor shall install and adjust the forms sufficiently in advance of scheduling the concrete pour(s) so they can be checked and certified prior to concrete being poured. The required certification(s) by the registered surveyor or engineer to the Contractor and/or RE/COR shall be provided before concrete is poured in the forms. The signed certification(s) shall identify the specific forms for which the certification is applicable, and shall contain language that clearly indicated that the identified foundation forms for the portions of the work that will be exposed in the final installation, and to a depth below expansion joints where the foundations abut new rigid hardscape (concrete, stone, pavers, etc.) are at the correct location, correct dimensions, and correct orientation, and that the indicated pour elevations are correct, all according to the contract drawings, within the allowable construction tolerances. Indicate the allowable construction tolerance for the dimensions, orientation, location and elevation of the forms for layout and elevation of this work. The

01 00 01 - 16

Certification that the form work and elevations are according to the design drawings, within allowable tolerances (which need to be indicated in the certification) should be provided to the RE/COR for review and acceptance prior to concrete for the foundations being poured.

D. During progress of work, the Contractor shall have line grades and plumbness of all major form work checked and certified by a registered land surveyor or registered civil engineer as meeting requirements of contract drawings. Furnish such certification to the RE/COR before any major items of concrete work are placed. In addition, furnish to the

RE/COR certificates from a registered land surveyor or registered civil engineer that the following work is complete in every respect as required by contract drawings.

1. Lines of each building and/or addition.

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

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

4. Lines of grave plot documentation.

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

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

7. Lines and elevations of top of pre-placed crypts.

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

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

E. Upon completion of the work, the Contractor shall furnish the RE/COR with reproducible drawings, in AutoCAD form, at the scale of the contract drawings, showing the finished grade on the grid developed for constructing the work, including burial monuments and fifty foot stationing along new road centerlines. These drawings shall bear the seal of the registered land surveyor or registered civil engineer.

F. Perform the surveying and layout work of this and other articles and specifications in accordance with the provisions of Article

"Professional Surveying Services".

01 00 01 - 17

1.13 AS-BUILT DRAWINGS

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

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

C. Deliver two approved completed…