Attachment_D_WO_1734938-P-009U Main Parking Improvements- Specifications Final 20230912.pdf

Maximo NO. SRCHMGPB

WORK ORDER NO. 1734938

Installation Project No. P009U

SPECIFICATIONS

P-009U MAIN SIDE PARKING IMPROVEMENTS

Marine Corp Base Quantico, VA

PREPARED BY:

NAVFAC Washington, Design & Construction

1314 Harwood St. SE, BLDG 212 Washington, DC 20374

Civil: Harshad Patel, P.E. Landscape: Brian Niemann Electrical: Ryan Burns, P.E. Geotechnical: Karl Hren, P.E.

Specifications: Harold L. Rodriguez, P.E.

Submitted By: Harold L. Rodriguez, P.E. Date: 26 FEBRUARY 2024 Gov. Design Manager

Project Manager: Sheena F. Spearman Date: 26 FEBRUARY 2024

Approved By: Graham Ruggie, R.A. Date: 26 FEBRUARY 2024 Design Production Director

P-009U MAIN SIDE PARKING IMPROVEMENTS W.O. 1734938

Marine Corps Base Quantico, VA

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PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 02/11, CHG 1: 08/14 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 08/15, CHG 1: 05/21 SUMMARY OF WORK

01 14 00 11/11, CHG 12: 05/21 WORK RESTRICTIONS

01 20 00 11/20, CHG 1: 02/21 PRICE AND PAYMENT PROCEDURES

01 30 00 11/20 ADMINISTRATIVE REQUIREMENTS

01 31 23.13 20 05/17, CHG 6: 02/21 ELECTRONIC CONSTRUCTION AND FACILITY

SUPPORT CONTRACT MANAGEMENT SYSTEM

01 32 17.00 20 05/18, CHG 3: 08/20 COST-LOADED NETWORK ANALYSIS SCHEDULES

(NAS)

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29 02/21 SUSTAINABILITY REQUIREMENTS AND

REPORTING

01 35 26 11/20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 11/11, CHG 8: 02/21 QUALITY CONTROL

01 45 35 11/20 SPECIAL INSPECTIONS

01 50 00 11/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19 08/22 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 08/19, CHG 2: 11/20 PROJECT IDENTIFICATION

01 74 19 02/19, CHG 1: 08/20 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 1: 11/20 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 02/15, CHG 2: 11/20 FACILITY ELECTRONIC OPERATION AND

MAINTENANCE SUPPORT INFORMATION (eOMSI)

01 78 30.00 23 10/16 CADD DATA FOR GIS DELIVERABLES

01 91 00.15 05/23 BUILDING COMMISSIONING

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 08/22 DEMOLITION

02 81 00 11/18 TRANSPORTATION AND DISPOSAL OF

HAZARDOUS MATERIALS

DI VI SI ON 03 - CONCRETE

03 30 00 02/19, CHG 3: 11/21 CAST-IN-PLACE CONCRETE

DI VI SI ON 05 - METALS

05 52 00 02/18, CHG 1: 02/20 METAL RAILINGS

DI VI SI ON 09 - FI NI SHES

09 90 00 02/21 PAINTS AND COATINGS

DI VI SI ON 11 - EQUI PMENT

11 11 37 11/18 ELECTRIC VEHICLE SUPPLY EQUIPMENT

DI VI SI ON 12 - FURNI SHI NGS

PROJECT TABLE OF CONTENTS Page 1

12 93 00 08/17, CHG 1: 08/18 SITE FURNISHINGS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 05 11 05/21 CYBERSECURITY FOR FACILITY-RELATED

CONTROL SYSTEMS

DI VI SI ON 26 - ELECTRI CAL

26 08 00 11/22 APPARATUS INSPECTION AND TESTING

26 12 19.10 05/19, CHG 1: 11/19 THREE-PHASE, LIQUID-FILLED PAD-MOUNTED

TRANSFORMERS

26 20 00 08/19, CHG 3: 11/21 INTERIOR DISTRIBUTION SYSTEM

26 27 14.00 20 02/21, CHG 1: 05/21 ELECTRICITY METERING

26 56 00 08/21 EXTERIOR LIGHTING

DI VI SI ON 31 - EARTHWORK

31 11 00 11/18 CLEARING AND GRUBBING

31 23 00.00 20 02/11, CHG 2: 08/15 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19.61 11/19 SEALING OF JOINTS IN RIGID PAVEMENT

32 05 33 08/17 LANDSCAPE ESTABLISHMENT

32 11 20 05/22 SUBBASE FOR FLEXIBLE PAVING

32 11 23 05/22 AGGREGATE BASE COURSE FOR FLEXIBLE

PAVING

32 11 23.23 08/22 BASE COURSE DRAINAGE LAYERS

32 11 26 05/20 HOT-MIX BITUMINOUS BASE COURSE FOR

ROADS AND STREETS

32 12 13 05/17 BITUMINOUS TACK AND PRIME COATS

32 12 16.16 11/20 ROAD-MIX ASPHALT PAVING

32 13 13.06 05/20 PORTLAND CEMENT CONCRETE PAVEMENT FOR

ROADS AND SITE FACILITIES

32 16 19 05/18 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 08/16, CHG 5: 11/18 PAVEMENT MARKINGS

32 92 23 04/06 SODDING

32 93 00 08/17 EXTERIOR PLANTS

DI VI SI ON 33 - UTI LI TI ES

33 40 00 11/21 STORMWATER UTILITIES

33 46 16 05/18 SUBDRAINAGE PIPING

33 71 01 05/19, CHG 1: 11/19 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 08/21 UNDERGROUND ELECTRICAL DISTRIBUTION

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/ 11, CHG 1: 08/ 14

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

1.2.1 Main Side Parking Improvements - Area 1

Area 1 corresponds to the new parking lot located between Middle Street and Elliot Road

DRAWING NO. REVISION NO. NAVFAC DWG NO. TITLE

G-001 13149233 COVER SHEET

G-002 13149234 SHEET INDEX

BB101 13149235 GEOTECHNICAL BORING LOCATION AND

LOGS

BB102 13149236 GEOTECHNICAL BORING LOGS

BB103 13149237 GEOTECHNICAL BORING LOGS

C-001 13149238 LEGEND AND ABBREVIATIONS

C-002 13149239 GENERAL CIVIL AND DEMOLITION NOTES

CV001 13149240 TOPOGRAPHIC AND UTILITIY SURVEY DATA

CD101 13149241 EXISTING CONDITIONS & DEMOLITION

PLAN

CD102 13149242 EXISTING CONDITIONS AND DEMOLITION

PLNA

CS100 13149243 OVERALL SITE PLAN

CS101 13149244 SITE PLAN

CS102 13149245 SITE PLAN

CS201 13149246 SITE LAYOUT PLAN

CS202 13149247 SITE LAYOUT PLAN

DOCUMENT 00 01 15 Page 1

DRAWING NO. REVISION NO. NAVFAC DWG NO. TITLE

CS501 13149248 SITE DETAILS

CS502 13149249 SITE DETAILS

CS503 13149250 SITE DETAILS

CG001 13149251 EROSION AND SEDIMENT CONTROL NOTES

& LEGEND

CG002 13149252 EROSION AND SEDIMENT CONTROL NOTES

& SEQUENCE OF CONSTRUCTION

CG003 13149253 EROSION & SEDIMENT CONTROL NOTES

CG100 13149254 OVERALL GRADING AND DRAINAGE PLAN

CG101 13149255 GRADING AND DRAINAGE PLAN

CG102 13149256 GRADING AND DRAINAGE PLAN

CG111 13149257 EROSION & SEDIMENT CONTROL PLAN,

PHASE I

CG112 13149258 EROSION & SEDIMENT CONTROL, PHASE I

CG113 13149259 EROSION & SEDIMENT CONTROL, PHASE II

CG114 13149260 EROSION & SEDIMENT CONTROL, PHASE II

CG201 13149261 SWM ENLARGED PLAN

CG401 13149262 STORM DRAIN PROFILE

CG501 13149263 EROSION & SEDIMENT CONTROL DETAILS

CG502 13149264 EROSION & SEDIMENT CONTROL DETAILS

CG503 13149265 GRADING AND DRAINAGE DETAILS

CG504 13149266 GRADING AND DRAINAGE DETAILS

CG505 13149267 SWM - BMP DETAILS

CG506 13149268 SWM - BMP DETAILS

CG507 13149269 SWM - CHECKLIST AND SPECIFICATIONS

CG508 13149270 SWM - CHECKLIST AND SPECIFICATIONS

CU101 13149271 UTILITY PLAN

CU201 13149272 UTILITY PROFILE

L-101 13149273 LANDSCAPE PLAN

L-102 13149274 LANDSCAPE PLAN

DOCUMENT 00 01 15 Page 2

DRAWING NO. REVISION NO. NAVFAC DWG NO. TITLE

L-501 13149275 LANDSCAPE DETAILS

E-001 13149276 ELECTRICAL GENERAL NOTES AND

SCHEMATIC SYMBOLS LEGEND

E-002 13149277 ELECTRICAL ABBREVIATIONS AND

SYMBOLS LEGEND

ED101 13149278 ELECTRICAL SITE DEMOLITION

ED102 13149279 ELECTRICAL SITE DEMOLITION

ED103 13149280 ELECTRICAL SITE DEMOLITION

ES101 13149281 ELECTRICAL NEW SITE PLAN

ES102 13149282 ELECTRICAL NEW SITE PLAN

ES103 13149283 ELECTRICAL NEW SITE PLAN

E-501 13149284 ELECTRICAL DETAILS

E-502 13149285 ELECTRICAL DETAILS

E-503 13149286 ELECTRICAL DETAILS

E-504 13149287 ELECTRICAL DETAILS

E-505 13149288 ELECTRICAL DETAILS

E-601 13149289 ELECTRICAL SINGLE LINE DIAGRAMS

E-602 13149290 ELECTRICAL SINGLE LINE DIAGRAMS

E-603 13149291 ELECTRICAL SCHEDULES

1.2.2 Main Side Parking Improvements - Area 2

Area 2 corresponds to the new parking lot located northwest of the John Quick Road and Barnett Avenue intersection.

DRAWING NO. REVISION NO. NAVFAC DWG NO. TITLE

G-001 13149295 COVER SHEET

G-002 13149296 SHEET INDEX

BB101 13149297 GEOTECHNICAL BORING LOCATION

DOCUMENT 00 01 15 Page 3

DRAWING NO. REVISION NO. NAVFAC DWG NO. TITLE

BB102 13149298 GEOTECHNICAL BORING LOGS

C-001 13149299 LEGEND AND ABBREVIATIONS

C-002 13149300 GENERAL CIVIL AND DEMOLITION NOTES

CV001 13149301 TOPOGRAPHIC AND UTILITIY SURVEY DATA

CD101 13149302 EXISTING CONDITIONS & DEMOLITION

PLAN

CS101 13149303 SITE PLAN

CS201 13149304 SITE LAYOUT PLAN

CS501 13149305 SITE DETAILS

CS502 13149306 SITE DETAILS

CS503 13149307 SITE DETAILS

CG001 13149308 EROSION AND SEDIMENT CONTROL NOTES

& LEGEND

CG002 13149309 EROSION AND SEDIMENT CONTROL NOTES

& SEQUENCE OF CONSTRUCTION

CG003 13149310 EROSION & SEDIMENT CONTROL NOTES

CG101 13149311 GRADING AND DRAINAGE PLAN

CG111 13149312 EROSION & SEDIMENT CONTROL PLAN,

PHASE I

CG112 13149313 EROSION & SEDIMENT CONTROL, PHASE II

CG401 13149314 STORM DRAIN PROFILE AND SWM

ENLARGED PLAN

CG501 13149315 EROSION & SEDIMENT CONTROL DETAILS

CG502 13149316 EROSION & SEDIMENT CONTROL DETAILS

CG503 13149317 GRADING AND DRAINAGE DETAILS

CG504 13149318 SWM-BMP DETAILS

CG505 13149319 SWM-BMP DETAILS

CG506 13149320 SWM - CHECKLIST AND SPECIFICATIONS

L101 13149321 LANDSCAPE PLAN

L501 13149322 LANDSCAPE DETAILS

E-001 13149323 ELECTRICAL GENERAL NOTES AND

SCHEMATIC SYMBOLS LEGEND

E-002 13149324 ELECTRICAL ABBREVIATIONS AND

SYMBOLS LEGEND

DOCUMENT 00 01 15 Page 4

DRAWING NO. REVISION NO. NAVFAC DWG NO. TITLE

ES101 13149325 ELECTRICAL SITE PLAN

E-501 13149326 ELECTRICAL DETAILS

E-502 13149327 ELECTRICAL DETAILS

E-601 13149328 ELECTRICAL SINGLE LINE DIAGRAMS

E-602 13149329 ELECTRICAL SCHEDULES

1.2.3 Main Side Parking Improvements - Area 3

Area 3 corresponds to the new parking lot located northeast of the Anderson Avenue and Catlin Avenue intersection

DRAWING NO. REVISION NO. NAVFAC DWG NO. TITLE

G-001 13149334 COVER SHEET

G-002 13149335 SHEET INDEX

BB101 13149336 GEOTECHNICAL BORING LOCATION

BB102 13149337 GEOTECHNICAL BORING LOGS

C-001 13149338 LEGEND AND ABBREVIATIONS

C-002 13149339 GENERAL CIVIL AND DEMOLITION NOTES

CV001 13149340 TOPOGRAPHIC AND UTILITIY SURVEY DATA

CD101 13149341 EXISTING CONDITIONS & DEMOLITION

PLAN

CS101 13149342 SITE PLAN

CS201 13149343 SITE LAYOUT PLAN

CS501 13149344 SITE DETAILS

CS502 13149345 SITE DETAILS

CS503 13149346 SITE DETAILS

CG001 13149347 EROSION AND SEDIMENT CONTROL NOTES

& LEGEND

DOCUMENT 00 01 15 Page 5

DRAWING NO. REVISION NO. NAVFAC DWG NO. TITLE

CG002 13149348 EROSION AND SEDIMENT CONTROL NOTES

& SEQUENCE OF CONSTRUCTION

CG003 13149349 EROSION & SEDIMENT CONTROL NOTES

CG101 13149350 GRADING AND DRAINAGE PLAN

CG111 13149351 EROSION & SEDIMENT CONTROL PLAN,

PHASE I

CG112 13149352 EROSION & SEDIMENT CONTROL, PHASE II

CG401 13149353 STORM DRAIN PROFILE AND SWM

ENLARGED PLAN

CG501 13149354 EROSION & SEDIMENT CONTROL DETAILS

CG502 13149355 EROSION & SEDIMENT CONTROL DETAILS

CG503 13149356 SWM-BMP DETAILS

CG504 13149357 SWM-BMP DETAILS

CG505 13149358 SWM - CHECKLIST AND SPECIFICATIONS

CU101 13149359 UTILITY PLAN

CU201 13149360 UTILITY PROFILE

L101 13149361 LANDSCAPE PLAN

L501 13149362 LANDSCAPE DETAILS

E-001 13149363 ELECTRICAL GENERAL NOTES AND

SCHEMATIC SYMBOLS LEGEND

E-002 13149364 ELECTRICAL ABBREVIATIONS AND

SYMBOLS LEGEND

ED101 13149365 ELECTRICAL SITE DEMOLITION

ES101 13149366 ELECTRICAL NEW SITE PLAN

E-501 13149367 ELECTRICAL DETAILS

E-502 13149368 ELECTRICAL DETAILS

E-503 13149369 ELECTRICAL DETAILS

E-504 13149370 ELECTRICAL DETAILS

E-601 13149371 ELECTRICAL SINGLE LINE DIAGRAMS

E-602 13149372 ELECTRICAL SCHEDULES

DOCUMENT 00 01 15 Page 6

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Boring Logs

The boring logs are provided in the contract drawings. The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

-- End of Document --

DOCUMENT 00 01 15 Page 7

SECTION 01 11 00

SUMMARY OF WORK

08/ 15, CHG 1: 05/ 21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The project includes the construction of three (3) personal occupancy vehicle (POV) surface parking lots indentified as Main Side Parking Area 1, Area 2 and Area 3.

1.2.1.1 Main Side Parking - Area 1

Area 1 is an existing concrete slab, where a building once stood, but has since been demolished. A new asphalt parking lot with 91 perpendicular parking spaces will be constructed with vehicular access via Middle Street. Middle Street will be widened to provide 14 new parallel parking spaces. The existing asphalt parking lot will be milled, overlaid and restriped 114 perpendicular parking space. Improvement also include sidewalks, street lighting, and a SWM/BMP facility.

1.2.1.2 Main Side Parking - Area 2

Area 2 is an existing gravel parking lot in front of BLDG 2073. A new asphalt parking lot with 128 total spaces will be constructed. An existing seven (7) regular spaces and Four (4) motorcycle paces will be removed from the street to build this new parking lot. Improvement also include sidewalks, street lighting, and a SWM/BMP facility.

1.2.1.3 Main Side Parking - Area 3

Area 3 is an existing gravel parking lot at the corner of Anderson Avenue and Caitlin Avenue. A new asphalt parking lot with 80 total spaces will be constructed. Improvement also include sidewalks, street lighting, and a SWM/BMP facility.

1.2.2 Location

The work is located at Marine Corps Base Quantico in Quantico, Virginia, as shown in the contract drawings. The exact location will be shown by the Contracting Officer.

SECTION 01 11 00 Page 1

1.3 OCCUPANCY OF PREMISES

The project sites are located on near the east end of the installation in partially but uncoupied developed areas. The areas are identified as Main Side Parking Area 1, Area 2 and Area 3.

1.3.1 Main Side Parking - Area 1

Area 1 is an existing concrete slab, where a building once stood, but has since been demolished. Adjance to this area is existing asphalt parking lot that is to be milled, overlaid and restriped with this project. There are several power lines crossing the site supported by power poles. Other utilities run trough the site including but not limited to water, storm, communication, and gas. No building structures are located within this area.

1.3.2 Main Side Parking - Area 2

Area 2 is an existing gravel parking lot in front of BLDG 2073. There are existing wheels stops, curb & gutter, and grate inlets on the site.

Numerous existing utilities including gas, water, telco and electric run parallel with Barnett Avenue, behind the existing sidewalk and along the John Quick Road side. Seven (7) regular spaces and Four (4) motorcycle paces are sited along the south end of the west side. No building structures are located within this area.

1.3.3 Main Side Parking - Area 3

Area 3 is an existing gravel parking lot at the corner of Anderson Avenue and Caitlin Avenue. There are several power lines crossing the site supported by power poles. Other utilities run trough the site including but not limited to water, storm electric power and gas. No building structures are located within this area.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, and space for storage of materials and equipment.

1.4 ON-SITE PERMITS

1.4.1 Utility Outage Requests and Utility Connection Requests

Schedule work to minimize outages. For utility outages and connections required during the execution of work that affect existing systems, schedule outside the regular working hours or on weekends, as approved by the Contracting Officer. Schedule utility outages and connections to minimize disruptions to the Government. No additional payment will be provided for utility outages and connections required to be performed outside the regular work hours.

Submit requests for utility outages and connections in writing to the Contracting Officer for approval at least 21 calendar days in advance of the time required. In each request, state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.4.2 Excavation Permits

Provide Excavation Permits within 21 calendar days prior to work

SECTION 01 11 00 Page 2

1.5 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.6 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

Identify and mark all other utilities not managed and located by the local utility companies. Scan the construction site with Ground Penetrating Radar (GPR), electromagnetic, or sonic equipment, and mark the surface of the ground or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

Submit for an Excavation permit in accordance with the attached Standard Operating Procedures (SOP) for the MCB-Quantico Excavation Permit. An example EXCAVATION PERMIT REQUEST FORM is attached at the end of this section. Confirm with Contracting Officer at the Construction kick off meeting for the most updated permit process and forms.

1.6.1 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

1.7 NAVY AND MARINE CORPS (GOVERNMENT) COORDINATION REQUIREMENTS

1.7.1 Government Contractor Access

Allow the Government Contractor access to the facility towards the end of construction (finishes 90 percent complete, rough-in 100 percent complete, Inside Plant (ISP)/Outside Plant (OSP) infrastructure in place) to provide equipment in the telecommunications rooms and make final connections.

Coordinate efforts with the Government Contractor to facilitate joint use of building spaces during the final phases of construction. After the Contracting Officer has facilitated coordination meetings between the two contractors, within one week, incorporate the effort of additional

SECTION 01 11 00 Page 3 coordination with the Government Contractor into the construction schedule to demonstrate a plan for maintaining the contract duration.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated area in the MCBQ, as determined by the Contracting Officer.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION 01 14 00

WORK RESTRICTIONS

11/ 11, CHG 12: 05/ 21

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear appropriate personal protective equipment (PPE) in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.2.1.2 Installation Access

Obtain access to Navy installations through participation in the Defense Biometrics Identification System (DBIDS). Requirements for Contractor employee registration, and transition for employees currently under Navy Commercial Access Control System (NCACS), are available at https://www.cnic.navy.mil/om/dbids.html . No fees are associated with obtaining a DBIDS credential.

Participation in the DBIDS is not mandatory, and Contractor personnel may apply for One-Day Passes at the Base Visitor Control Office to access an installation.

1.2.1.2.1 Registration for DBIDS

Registration for DBIDS is available at https://www.cnic.navy.mil/om/dbids.html . Procedure includes:

a. Present a letter or official award document (i.e. DD Form 1155 or SF 1442) from the Contracting Officer, that provides the purpose for access, to the base Visitor Control Center representative.

SECTION 01 14 00 Page 1

b. Present valid identification, such as a passport or Real ID Act-compliant state driver's license.

c. Provide completed SECNAV FORM 5512/1 to the base Visitor Control Center representative to obtain a background check. This form is available for download at https://www.cnic.navy.mil/om/dbids.html .

d. Upon successful completion of the background check, the Government will complete the DBIDS enrollment process, which includes Contractor employee photo, fingerprints, base restriction and several other assessments.

e. Upon successful completion of the enrollment process, the Contractor employee will be issued a DBIDS credential, and will be allowed to proceed to worksite.

1.2.1.2.2 DBIDS Eligibility Requirements

Throughout the length of the contract, the Contractor employee must continue to meet background screen standards. Periodic background screenings are conducted to verify continued DBIDS participation and installation access privileges. DBIDS access privileges will be immediately suspended or revoked if at any time a Contractor employee becomes ineligible.

An adjudication process may be initiated when a background screen failure results in disqualification from participation in the DBIDS, and Contractor employee does not agree with the reason for disqualification.

The Government is the final authority.

1.2.1.2.3 DBIDS Notification Requirements

a. Immediately report instances of lost or stolen badges to the Contracting Officer.

b. Immediately collect DBIDS credentials and notify the Contracting Officer in writing under the following circumstances:

(1) An employee has departed the company without having properly returned or surrendered their DBIDS credentials.

(2) There is a reasonable basis to conclude that an employee, or former employee, might pose a risk, compromise, or threat to the safety or security of the Installation or anyone therein.

1.2.1.2.4 One-Day Passes

Personnel applying for One-Day passes at the Base Visitor Control Office are subject to daily mandatory vehicle inspection, and will have limited access to the installation. The Government is not responsible for any cost or lost time associated with obtaining daily passes or added vehicle inspections incurred by non-participants in the DBIDS.

1.2.1.3 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installation, except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under

SECTION 01 14 00 Page 2 renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.2.2 Working Hours

Regular working hours will consist of a 10 hour period between 7 a.m. and 5:30 p.m., Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.2.4 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in paragraph WORK OUTSIDE REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, telecommunication systems, and any others are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

Sanitary sewer and water connection permits are required to be obtained through the Base PWB Utilities Section.

e. Connection to Existing Sanitary Sewer Line: Provide positive verification that the existing line conveys sanitary sewer; verify line is not incorrectly connected to a storm drain.

1.3 SECURITY REQUIREMENTS

1.3.1 Marine Corps Base Quantico (MCBQ), Quantico, VA

All Contractor and its employees performing services on Marine Corps Base, Quantico (MCBQ) requiring physical access to the installation must be properly screened. Screening consists of identity proofing and vetting in accordance with the standards set forth in Marine Corps Base Order 4200.3 (28 JUL 10). The Contractor must request a copy of this policy from the

SECTION 01 14 00 Page 3

Contracting Officer.

PART 2 PRODUCTS

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SECTION 01 20 00

PRICE AND PAYMENT PROCEDURES

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EP 1110-1-8 (2016) Construction Equipment Ownership and Operating Expense Schedule

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Earned Value Report; G

1.3 EARNED VALUE REPORT

1.3.1 Data Required

This Contract requires the use of a cost-loaded Network Analysis Schedule (NAS). Schedule of Prices must not be used with cost-loaded Network Analysis Schedule (NAS). Use Earned Value Report derived from cost-loaded NAS. Provide a detailed breakdown of the Contract price, giving quantities for each of the various kinds of work, unit prices and extended prices.

Contractor overhead and profit including salaries for field office personnel, if applicable, must be proportionately spread over all pay items and not included as individual pay items.

1.3.1.1 Additional Facility Price Data

For all projects over $500K, the Contractor shall electronically submit Additional Facility Price Data to the Contracting Officer as a formal submittal within 15 days of Contract award. The cost break out will be in first or second level WBS format that will include:

a. Each individual facility to the five foot line.

b. The total site work/utilities from the five foot line outward.

Use CLIN 0001AA, AB, AC, and AD from UFGS 00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS, as an example on how to prepare the cost breakout structure. Contact the NAVFAC Washington Cost Engineer for additional information and guidance on the development of the cost breakout.

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1.3.2 Payment Schedule Instructions

Payments will not be made until the Earned Value Report from the cost-loaded NAS has been submitted to and accepted by the Contracting Officer.

Additionally, the Earned Value Report must be separated as follows:

a. Primary Facilities Cost Breakdown:

Defined as work on the primary facilities out to the 5 foot line.

Work out to the 5 foot line includes construction encompassed within a theoretical line 5 foot from the face of exterior walls and includes attendant construction, such as pad mounted HVAC cooling equipment, cooling towers, and transformers placed beyond the 5 foot line.

b. Supporting Facilities Cost Breakdown:

Defined as site work, including incidental work, outside the 5 foot line.

1.4 CONTRACT MODIFICATIONS

In conjunction with the Contract Clause DFARS 252.236-7000 Modification Proposals-Price Breakdown, and where actual ownership and operating costs of construction equipment cannot be determined from Contractor accounting records, base equipment use rates upon the applicable provisions of the

EP 1110-1-8 .

1.5 CONTRACTOR'S INVOICE AND CONTRACT PERFORMANCE STATEMENT

1.5.1 Content of Invoice

Requests for payment will be processed in accordance with the Contract Clause FAR 52.232-27 Prompt Payment for Construction Contracts and FAR 52.232-5 Payments Under Fixed-Price Construction Contracts. Invoices not completed in accordance with contract requirements will be returned to the Contractor for correction of the deficiencies. The requests for payment shall include the documents listed below.

a. The Contractor's invoice, on NAVFAC Form 7300/30 furnished by the Government, showing in summary form, the basis for arriving at the amount of the invoice. Form 7300/30 must include certification by Quality Control (QC) Manager as required by the Contract.

b. The Earned Value Report from the cost-loaded NAS.

c. Contractor's Monthly Estimate for Voucher and Contractors Certification (NAVFAC Form 4330) with Subcontractor and supplier payment certification. Other documents, including but not limited to, that need to be received prior to processing payment include the following submittals as required. These items are still required monthly even when a pay voucher is not submitted.

d. Monthly Work-hour report.

e. Updated Construction Progress Schedule and tabular reports required by the contract.

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f. Contractor Safety Self Evaluation Checklist.

g. Updated submittal register.

h. Solid Waste Disposal Report.

i. Certified payrolls.

j. Updated testing logs.

k. Other supporting documents as requested.

1.5.2 Submission of Invoices

If DFARS Clause 252.232-7006 Wide Area WorkFlow Payment Instructions is included in the Contract, provide the documents listed in above paragraph CONTENT OF INVOICE in their entirety as attachments in Wide Area Work Flow (WAWF) for each invoice submitted. The maximum size of each WAWF attachment is two megabytes, but there are no limits on the number of attachments. If a document cannot be attached in WAWF due to system or size restriction, provide it as instructed by the Contracting Officer.

Monthly invoices and supporting forms for work performed through the anniversary award date of the Contract must be submitted to the Contracting Officer within 5 calendar days of the date of invoice. For example, if Contract award date is the 7th of the month, the date of each monthly invoice must be the 7th and the invoice must be submitted by the 12th of the month.

1.5.3 Final Invoice

a. A final invoice must be accompanied by the certification required by DFARS 252.247.7023 Transportation of Supplies by Sea, and the Contractor's Final Release. If the Contractor is incorporated, the Final Release must contain the corporate seal. An officer of the corporation must sign and the corporate secretary must certify the Final Release.

b. For final invoices being submitted via WAWF, the original Contractor's Final Release Form and required certification of Transportation of Supplies by Sea must be provided directly to the respective Contracting Officer prior to submission of the final invoice. Once receipt of the original Final Release Form and required certification of Transportation of Supplies by Sea has been confirmed by the Contracting Officer, the Contractor must then submit final invoice and attach a copy of the Final Release Form and required certification of Transportation of Supplies by Sea in WAWF.

c. Final invoices not accompanied by the Contractor's Final Release and required certification of Transportation of Supplies by Sea will be considered incomplete and will be returned to the Contractor.

1.6 PAYMENTS TO THE CONTRACTOR

Payments will be made on submission of itemized requests by the Contractor which comply with the requirements of this section, and will be subject to reduction for overpayments or increase for underpayments made on previous payments to the Contractor.

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1.6.1 Obligation of Government Payments

The obligation of the Government to make payments required under the provisions of this Contract will, at the discretion of the Contracting Officer, be subject to reductions and suspensions permitted under the FAR and agency regulations including the following in accordance with FAR FAR

32.103 Progress Payments Under Construction Contracts:

a. Reasonable deductions due to defects in material or workmanship;

b. Claims which the Government may have against the Contractor under or in connection with this Contract;

c. Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor; and

d. Failure to maintain accurate "as-built" or record drawings in accordance with FAR 52.236.21.

1.6.2 Payment for Onsite and Offsite Materials

Progress payments may be made to the Contractor for materials delivered on the site, for materials stored off construction sites, or materials that are in transit to the construction sites under the following conditions:

a. FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts.

b. Materials delivered on the site but not installed, including completed preparatory work, and off-site materials to be considered for progress payment must be major high cost, long lead, special order, or specialty items, not susceptible to deterioration or physical damage in storage or in transit to the construction site. Examples of materials acceptable for payment consideration include, but are not limited to, structural steel, non-magnetic steel, non-magnetic aggregate, equipment, machinery, large pipe and fittings, precast/prestressed concrete products, plastic lumber (e.g., fender piles/curbs), and high-voltage electrical cable. Materials not acceptable for payment include consumable materials such as nails, fasteners, conduits, gypsum board, glass, insulation, and wall coverings.

c. Materials to be considered for progress payment prior to installation must be specifically and separately identified in the Contractor's estimates of work submitted for the Contracting Officer's approval in accordance with Earned Value Report requirement of this Contract.

Requests for progress payment consideration for such items must be supported by documents establishing their value and that the title requirements of the clause at FAR 52.232-5 Payments Under Fixed-Price Construction Contracts have been met.

d. Materials are adequately insured and protected from theft and exposure.

e. Provide a written consent from the surety company with each payment request for offsite materials.

f. Materials to be considered for progress payments prior to installation must be stored in a safe place in the Continental United States as approved by the Contracting Officer and where he or she can oversee the materials or products. Other locations are subject to written

SECTION 01 20 00 Page 4 approval by the Contracting Officer.

g. Materials in transit to the job site or storage site are not acceptable for payment.

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SECTION 01 20 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

11/20

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map

Progress and Completion Pictures

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten different viewpoints selected by the Contractor unless otherwise directed by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures.

Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file.

Include a date designator in file names. Photographs provided are for unrestricted use by the Government. Note: Photographs must not be taken of aircraft, military equipment, hangars, or restricted areas.

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1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Superintendent Qualifications

Provide project superintendent with a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

1.6.2 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of Contract work.In addition, if a Quality Control (QC) representative is required on the Contract, then that individual must also have fluent English communication skills.

1.6.3 Duties

The project superintendent is primarily responsible for managing subcontractors and coordinating day-to-day production and schedule adherence on the project. The superintendent is required to attend Red Zone meetings, partnering meetings, and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.4 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to ensure timely completion.

Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION MEETING

Immediately after award , prior to commencing any work at the site, coordinate with the Contracting Officer a time and place to meet for the Preconstruction Meeting . The meeting must take place within 35 calendar days after award of the contract, but prior to commencement of any work at the site. The purpose of this meeting is to discuss and develop a mutual understanding of the administrative requirements of the Contract including

SECTION 01 30 00 Page 2 but not limited to: daily reporting, invoicing, value engineering, safety, base-access, outage requests, hot work permits, schedule requirements, quality control, schedule of prices or earned value report, shop drawings, submittals, cybersecurity, prosecution of the work, government acceptance, final inspections and contract close-out. Contractor must present and discuss their basic approach to scheduling the construction work and any required phasing.

1.7.1 Attendees

Contractor attendees must include the Project Manager, Superintendent, Site Safety and Health Officer (SSHO), Quality Control Manager and major subcontractors.

1.8 FACILITY TURNOVER PLANNING MEETINGS (Red Zone Meetings)

Meet with the Government to identify strategies to ensure the project is carried to expeditious closure and turnover to the Client. Start planning the turnover process at the Pre-Construction Conference meeting with a discussion of the Red Zone process and convene at regularly scheduled NRZ Meetings beginning at approximately 75 percent of project completion.

Include the following in the facility Turnover effort:

1.8.1 Red Zone Checklist

a. Contracting Officer's Technical Representative (COTR) will provide the Contractor a copy of the Red Zone Checklist template.

b. Prior to 75 percent completion, modify the Red Zone Checklist template by adding or deleting critical activities applicable to the project and assign planned completion dates for each activity. Submit the modified Red Zone Checklist to the Contracting Officer. The Contracting Officer may request additional activities be added to the Red Zone Checklist at any time as necessary.

1.8.2 Meetings

a. Conduct regular Red Zone Meetings beginning at approximately 75 percent project completion, or three to six months prior to Beneficial Occupancy Date (BOD), whichever comes first.

b. The Contracting Officer will establish the frequency of the meetings, which is expected to increase as the project completion draws nearer.

At the beginning, Red Zone meetings may be every two weeks then increase to weekly towards the final month of the project.

c. Using the Red Zone Checklist as a Plan of Action and Milestones (POAM) and basis for discussion, review upcoming critical activities and strategies to ensure work is completed on time.

d. During the Red Zone Meetings discuss with the COTR any upcoming activities that require Government involvement.

e. Maintain the Red Zone Checklist by documenting the actual completion dates as work is completed and update the Red Zone Checklist with revised planned completion dates as necessary to match progress.

Distribute copies of the current Red Zone Checklist to attendees at each Red Zone Meeting.

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1.9 PARTNERING

To most effectively accomplish this Contract, the Contractor and Government must form a cohesive partnership with the common goal of drawing on the strength of each organization in an effort to achieve a successful project without safety mishaps, conforming to the Contract, within budget and on schedule. The partnering team must consist of personnel from both the Government and Contractor including project level and corporate level leadership positions. Key Personnel from the supported command, end user, NAVFAC, PWD, FEAD/ROICC, Contractor, key subcontractors and the Designer of Record are required to participate in the Partnering process.

1.9.1 Team-Led (Informal) Partnering

a. The Contracting Officer will coordinate the initial Team-Led (Informal) Partnering Session with key personnel of the project team, including Contractor and Government personnel. The Partnering Session will be co-led by the Government Construction Manager and Contractor's Project Manager.

b. The Initial Team-led Partnering session may be held concurrently with the Pre-Construction Post-Award Kickoff meeting. Partnering sessions will be held at a location mutually agreed to by the Contracting Officer and the Contractor, typically at a conference room on-base or at the Contractor's temporary trailer.

c. The Initial Team-Led Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by Contracting Officer.

d. The Partners will determine the frequency of the follow-on sessions.

e. Participants will bear their own costs for meals, lodging and transportation associated with Partnering.

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SECTION 01 31 23.13 20

ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT MANAGEMENT SYSTEM

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PART 1 GENERAL

1.1 CONTRACT ADMINISTRATION

Utilize the Naval Facilities Engineering Command's (NAVFAC's) Electronic Construction and Facility Support Contract Management System (eCMS) for the transfer, sharing and management of electronic technical submittals and documents. The web-based eCMS is the designated means of transferring technical documents between the Contractor and the Government. Paper media or e-mail submission, including originals or copies, of the documents identified in Table 1 are not permitted, except where eCMS is unavailable, non-functional or specifically requested in addition to electronic submission. When specifically requested to provide documents outside of eCMS, upload all final project documentation (e.g. documents that are signed and/or adjudicated by the Government) mentioned in Table 1 into the subject eCMS document management folders that are associated with that document type. Include the identification number of the document, type of document; the name/subject or title; and for daily reports the date (day of work) with format YYYY/MM/DDin the filename. For example for RFI’s 0011_RFI_Roof_Leaking.doc; For submittals 0032a_Submittals_Light_Fixture.pdf; For Daily Reports 0132_Daily_Report_20190504.xls. Contact the Contracting Officer's Representative (COR) regarding availability of eCMS training and reference materials.

1.2 USER PRIVILEGES

The Contractor will be provided access to eCMS. All technical submittals and documents must be transmitted to the Government via the COR. Project roles and system roles will be established to control each user's menu, application, and software privileges, including the ability to create, edit, or delete objects.

1.3 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contractor's Personnel; G

1.4 SYSTEM REQUIREMENTS AND CONNECTIVITY

1.4.1 General

The eCMS requires a web-browser (platform-neutral) and Internet connection. Obtain from an approved vendor an External Certification Authority (ECA), Primary Key Infrastructure (PKI) certificate, or other similar digital identification to support two-factor authentication and access to eCMS. Provide and maintain computer hardware and software for

SECTION 01 31 23.13 20 Page 1 the eCMS access throughout the duration of the contract for all Contractor-designated users. Provide connectivity, speed, bandwidth, and access to the Internet to ensure adequate functionality. Neither upgrading of the Contractor's computer system nor delays associated from the usage of the eCMS will be justification or grounds for a time extension or cost adjustment to the Contract.

1.4.2 Contractor Personnel List

Within 20 calendar days of contract award, provide to the Contracting Officer a list of Contractor's personnel who will have the responsibility for the transfer, sharing and management of electronic technical submittals and documents and will require access to the eCMS. Project personnel roles to be filled in the eCMS include the Contractor's Project Manager, Superintendent, Quality Control (QC) Manager, and Site Safety and Health Officer (SSHO). Personnel must be capable of electronic document management. Notify the COR immediately of any personnel changes to the project.