6978534 Combined Specifications 2020.3.23.pdf

DEPARTMENT OF THE NAVY

ATLANTIC DIVISION, NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS AIR STATION, CHERRY POINT, NORTH CAROLINA

WO#6978534 REPAIR RAW WATER SYSTEMS

AT THE

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

CONTRACT: N40085-17-D-0008

WO#6978534

DESIGNED BY:

STRUCTURAL:

NRW ENGINEERING, P.C.

748 LORD DUNMORE DRIVE

SUITE 101

VIRGINIA BEACH, VA 23464

CIVIL/ELECTRICAL:

DEWBERRY ENGINEERS INC.

2610 WYCLIFF ROAD

SUITE 410

RALEIGH, NORTH CAROLINA 27607

NC LICENSE NO. F-0929

FINAL SPECIFICATION PREPARED BY:

STRUCTURAL: KEVIN ROOMSBURG, P.E.

CIVIL: SCOTT EHRHARDT, P.E.

ELECTRICAL: JEFF STOUT, P.E.

SPECIFICATION APPROVED BY:

Design Director:

PAT FAULKNER, P.E.

Date:

WO#6978534 REPAIR RAW WATER SYSTEMS, MCASCP

PROJECT TABLE OF CONTENTS

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

00 01 15 LIST OF DRAWINGS

00 22 13.00 20 SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 30.00 22 GIS DATA DELIVERABLES

01 80 00 REPORTS

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

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

DI VI SI ON 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DI VI SI ON 04 - MASONRY

04 20 00 UNIT MASONRY

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 92 00 JOINT SEALANTS

DI VI SI ON 08 - OPENI NGS

08 91 00 METAL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 96 00 HIGH-PERFORMANCE COATINGS

DI VI SI ON 10 - SPECI ALTI ES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

DI VI SI ON 26 - ELECTRI CAL

PROJECT TABLE OF CONTENTS Page 1

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL

26 05 19.10 10 INSULATED WIRE AND CABLE

26 05 71.00 40 LOW VOLTAGE OVERCURRENT PROTECTIVE DEVICES

26 08 00 APPARATUS INSPECTION AND TESTING

26 09 23.00 40 LIGHTING CONTROL DEVICES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 16.00 40 PANELBOARDS

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 28 21.00 40 AUTOMATIC TRANSFER SWITCHES

26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS

26 36 23.00 20 AUTOMATIC TRANSFER SWITCHES

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DI VI SI ON 31 - EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 23 00.00 20 EXCAVATION AND FILL

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 19 SEEDING

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 05 23 TRENCHLESS UTILITY INSTALLATION

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 11 00 RAW WATER UTILITY PIPING

33 11 05 PIGGING STATIONS

33 11 13 REDEVELOPMENT OF POTABLE WATER SUPPLY WELLS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DI VI SI ON 40 - PROCESS I NTERCONNECTI ONS

40 95 00 PROCESS CONTROL

40 96 00 APPLICATIONS SOFTWARE

40 99 90 PACKAGE CONTROL SYSTEMS

DI VI SI ON 43 - PROCESS GAS AND LI QUI D HANDLI NG, PURI FI CATI ON, AND STORAGE

EQUIPMENT

43 21 29 FLOW MEASURING EQUIPMENT - WELL HOUSES

43 21 41 WELL PUMPS: WATER, VERTICAL TURBINE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

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:

NAVFAC NUMBER Sheet Number Sheet Title

12766812 G000 COVER SHEET

12766813 G001 SHEET LIST

12766814 G002 GENERAL NOTES

12766815 G003 SHEET LAYOUT & SURVEY CONTROL PLAN

12766816 G004 BORING LOGS

12766817 G005 BORING LOGS

12766818 C001 CIVIL NOTES & LEGEND

12766819 C101 EXISTING CONDITIONS PLAN

12766820 C102 EXISTING CONDITIONS PLAN

12766821 C103 EXISTING CONDITIONS PLAN

12766822 C104 EXISTING CONDITIONS PLAN

12766823 C105 EXISTING CONDITIONS PLAN

12766824 C106 EXISTING CONDITIONS PLAN

12766825 C107 EXISTING CONDITIONS PLAN

12766826 C108 EXISTING CONDITIONS PLAN

12766827 C109 EXISTING CONDITIONS PLAN

12766828 C110 EXISTING CONDITIONS PLAN

DOCUMENT 00 01 15 Page 1

12766829 C111 EXISTING CONDITIONS PLAN

12766830 C112 OVERALL NORTH SYSTEM EXISTING CONDITIONS

PLAN

12766831 C113 PIGGING STATION EXISTING CONDITIONS PLANS

12766832 C114 PIGGING STATION EXISTING CONDITIONS PLANS

12766833 C201 WELL 15 EXISTING CONDITIONS PLAN

12766834 C202 WELL 14 EXISTING CONDITIONS PLAN

12766835 C203 WELL 9 EXISTING CONDITIONS PLAN

12766836 C204 WELL 8 EXISTING CONDITIONS PLAN

12766837 C205 WELL 19 EXISTING CONDITIONS PLAN

12766838 C206 WELL 18 EXISTING CONDITIONS PLAN

12766839 C207 TYP. WELL EXISTING CONDITIONS

12766840 CD101 RAW WATER MAIN DEMOLITION PLAN

12766841 CD102 RAW WATER MAIN DEMOLITION PLAN

12766842 CD103 RAW WATER MAIN DEMOLITION PLAN

12766843 CD104 RAW WATER MAIN DEMOLITION PLAN

12766844 CD105 RAW WATER MAIN DEMOLITION PLAN

12766845 CD106 RAW WATER MAIN DEMOLITION PLAN

12766846 CD107 RAW WATER MAIN DEMOLITION PLAN

12766847 CD108 RAW WATER MAIN DEMOLITION PLAN

12766848 CD109 RAW WATER MAIN DEMOLITION PLAN

12766849 CD110 RAW WATER MAIN DEMOLITION PLAN

12766850 CD111 RAW WATER MAIN DEMOLITION PLAN

12766851 CD112 BUTTERFLY VALVE DEMOLITION PLAN

12766852 CD113 PIGGING STATION DEMOLITION PLANS

12766853 CD114 PIGGING STATION DEMOLITION PLANS

12766854 CD201 WELL 15 DEMOLITION PLAN

12766855 CD202 WELL 14 DEMOLITION PLAN

DOCUMENT 00 01 15 Page 2

12766856 CD203 WELL 9 DEMOLITION PLAN

12766857 CD204 WELL 8 DEMOLITION PLAN

12766858 CD205 WELL 19 DEMOLITION PLAN

12766859 CD206 WELL 18 DEMOLITION PLAN

12766860 CD207 WELL REDEVELOPMENT DEMOLITION

12766861 CU101 RAW WATER MAIN PLAN & PROFILE

12766862 CU102 RAW WATER MAIN PLAN & PROFILE

12766863 CU103 RAW WATER MAIN PLAN & PROFILE

12766864 CU104 RAW WATER MAIN PLAN & PROFILE

12766865 CU105 RAW WATER MAIN PLAN & PROFILE

12766866 CU106 RAW WATER MAIN PLAN & PROFILE

12766867 CU107 RAW WATER MAIN PLAN & PROFILE

12766868 CU108 RAW WATER MAIN PLAN & PROFILE

12766869 CU109 RAW WATER MAIN PLAN & PROFILE

12766870 CU110 RAW WATER MAIN PLAN & PROFILE

12766871 CU111 RAW WATER MAIN PLAN & PROFILE

12766872 CU112 RAW WATER MAIN PLAN & PROFILE

12766873 CU113 RAW WATER MAIN PLAN & PROFILE

12766874 CU114 RAW WATER MAIN PLAN & PROFILE

12766875 CU115 RAW WATER MAIN PLAN & PROFILE

12766876 CU116 RAW WATER MAIN PLAN & PROFILE

12766877 CU117 RAW WATER MAIN PLAN & PROFILE

12766878 CU119 RAW WATER MAIN PLAN & PROFILE

12766879 CU118 RAW WATER MAIN PLAN & PROFILE

12766880 CU120 RAW WATER VALVE REPLACEMENT

12766881 CU121 PIGGING STATION SITE PLANS

12766882 CU122 PIGGING STATION SITE PLANS

DOCUMENT 00 01 15 Page 3

12766883 CU201 WELL 15 IMPROVEMENTS

12766884 CU202 WELL 14 IMPROVEMENTS

12766885 CU203 WELL 9 IMPROVEMENTS

12766886 CU204 WELL 8 IMPROVEMENTS

12766887 CU205 WELL 19 IMPROVEMENTS

12766888 CU206 WELL 18 IMPROVEMENTS

12766889 CU207 WELL REDEVELOPMENT

12766890 CU900 PIGGING STATION DETAILS

12766891 CU901 PIGGING STATION DETAILS

12766892 CU902 DETAILS

12766893 CU903 DETAILS

12766894 CU904 DETAILS

12766895 CU905 DETAILS

12766896 CG900 GRADING DRAINAGE & EROSION CONTROL DETAILS

12766897 CG901 GRADING DRAINAGE & EROSION CONTROL DETAILS

12766898 CG902 GRADING DRAINAGE & EROSION CONTROL DETAILS

12766899 S201 GENERAL STRUCTURAL NOTES AND DETAILS

12766900 S202 PIGGING STATION AND SPLASH FLUME

FOUNDATION PLANS AND DETAILS

12766901 I000 PROCESS AND INSTRUMENTATION DIAGRAM

12766902 E001 LEGEND, ABBREVIATIONS, & GENERAL NOTES

12766903 E002 OVERALL SITE PLAN

12766904 E003 WELL NO.9 PLAN, DIAGRAMS, & PANEL SCHEDULE

12766905 E004 ELEMENTARY CONTROL SCHEMATICS & FIXTURE

SCHEDULE

12766906 E005 WELL NO.14 PLAN, DIAGRAMS, & PANEL

SCHEDULE

12766907 E006 WELL NO.15 PLAN, DIAGRAMS, & PANEL

SCHEDULE

12766908 E007 WELL NO. 8 PHOTOS, DIAGRAMS, & SCHEDULES

12766909 E008 WELL NO. 18 PHOTOS, DIAGRAMS, & SCHEDULES

DOCUMENT 00 01 15 Page 4

12766910 E009 WELL NO. 19 PHOTOS, DIAGRAMS, & SCHEDULES

12766911 E010 WELL NO.1 PHOTOS & DIAGRAMS

12766912 E011 WELL NO.16 PHOTOS & DIAGRAMS

12766913 E012 WELL NO.17 PHOTOS & DIAGRAMS

12766914 E013 WELL NO.21 PHOTOS & DIAGRAMS

12766915 E014 WELL NO.22 PHOTOS & DIAGRAMS

12766916 E015 WELL NO.23 PHOTOS & DIAGRAMS

12766917 E016 WELL NO.25 PHOTOS & DIAGRAMS

12766918 E017 DETAILS - SHEET NO.1

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 Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

1.3.2 Subsurface Data

The soils report is included as part of the solicitation.

] -- End of Document --

DOCUMENT 00 01 15 Page 5

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DOCUMENT 00 01 15 Page 6

DOCUMENT 00 22 13.00 20

SUPPLEMENTARY INSTRUCTIONS TO OFFERORS

02/14

PART 1 GENERAL

1.1 CONTRACT LINE ITEMS

The final bid shall be the total price of the five following contract line item numbers (CLIN):.

CLIN 0001. Price for the entire work, complete in accordance with the drawings and specifications, title "WO #6978534 Repair Raw Water Systems, MCASCP and per NAVFAC Drawing Numbers and related specifications, but excluding work described in CLIN 0002.

CLIN 0001 = $__________________

CLIN 0002: Removal of contaminated soil, including temporary stockpiling in designated location, sampling, transport to approved offsite treatment facility, and provide suitable offsite soil, place and compact in place. Unit price to include both removal of contaminated material and placement of suitable material. Quantity shall be measured by the amount of placed back material that is compacted in place.

UNIT: cubic yard

UNIT PRICE ($/CY): $_________

NUMBER OF UNITS: 2600

CLIN 0002 = EXTENSION: $_________

CLIN 0002 = $__________________

1.1.1 1.2 TOTAL BID

TOTAL BID = CLIN 0001 + CLIN 0002

1.2 GENERAL BID NOTES

Bidders shall enter unit prices and/or extended totals in spaces provided.

If there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid and the total recomputed accordingly. If a bidder provides a total but fails to enter a unit price, the total divided by the specified quantity will be held to be the intended unit price.

a. The unit and lump sum prices for various items in the schedules above shall be deemed to include all costs required for the specified work, complete in accordance with the drawings and specifications, including all materials, labor, equipment, tools, supervision, and related items.

DOCUMENT 00 22 13.00 20 Page 1

b. The quantities shown in the Schedule of Contract Line Item Numbers are ESTIMATES only. Should the actual quantities of any of the items required to complete the work vary from that estimate, the unit price will be adjusted in accordance with the CONTRACT CLAUSE entitled "Variation in Estimated Quantities."

c. The Government may reject an offer as nonresponsive if it is materially unbalanced as to prices for the basic requirement and the option quantities. An offer is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Document --

DOCUMENT 00 22 13.00 20 Page 2

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes: all items below and incidental related work.

Raw Waterline:

1. Replacement of approximately 10,400 linear feet (2 miles) of cast iron and ductile iron raw water main along Roosevelt Boulevard with new PVC raw water main from Well 15 to Access Road. New raw water main will start as 8", increase to 10" at F Street where Well 9 ties in, and increase to 12" near the air field withere Well 1 ties in. The 12" main will tie into the existing 20" at Access Road, which ultimately routes to the water treatment plant.

2. Approximately 2800 linear feet (0.5 miles) of service raw waterlines from the wells to the main will be replaced from Well 15 to Access Road, with the exception of any existing PVC, which will remain in place. Service lines will be 6" PVC.

Wells:

1. Wells 9, 14 and 15 will be redeveloped, including initial draw down test, removal of existing pump, video inspection of well casing and screen, chemical and mechanical cleaning of screen, post-clean video inspection, additional cleaning as necessary, installation of new pump with VFD, and final drawdown test to validate improved production capability of wells.

2. All pumps, controls, fans, louvers, piping, valves, mag meter, pressure gauges, and level sensors will be replaced at Wells 9, 14 and 15.

3. Controls, piping, valves, mag meter, pressure gauges,and level sensors will be replaced at Wells 8, 18 and 19 to match the other wells in the system.

4. Install automatic transfer switch (ATS) at Wells 1, 16, 17, 21, 22, 23, and 25.

5. Wells 14 and 15 have significant structural damage to the brick. These two well houses will have the brick layers above the door elevation removed, and a cast-in-place concrete roof installed, similar to the design of the newer well houses on base.

6. Localized brick and mortar repairs to protruded and damaged brick at Wells 8 and 19.

Pigging Stations:

1. Pigging Stations will be installed systemwide on the raw water main for maintenance and cleaning in the future.

2. Pigging stations will be one of three configurations: launching station only, receiving station only, or launch & receive station.

3. Receiving stations will have a discharge connection to receive wasting water from the pigging operation. This water will be generally filled with silt and deposits from inside the water main. Velocity energy dissipators will be installed at each of the retrieval stations.

4. Butterfly valves installed in the P-193 project will be removed and replaced with gate valves to allow for the pigging operation in the

SECTION 01 11 00 Page 1 raw water main southeast of the water treatment plant.

Inclusive of all work included in the plans and specifications.

1.1.2 Location

The work is located at MCAS Cherry Point, primarily along the east side of Roosevelt Boulevard, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

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

1.2.1 Work Zone Traffic Control General Requirements

1. DESCRIPTION

The Contractor must prepare a temporary traffic control plan and must maintain traffic through work zones in accordance with these Specifications and the following documents:

a. The Federal Highway Administration's (FHWA's) Work Zone Safety and Mobility Rule, 23 CFR 630 Subparts J and K;

b. FHWA's Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition, including subsequent revisions thereto;

c. The following North Carolina Department of Transportation (NCDOT) documents:

o Standard Specifications for Roads and Structures, dated January 2018, hereinafter referred to as "NCDOT Standard Specifications";

o Roadway Standard Drawings, dated January 2018

2. CONSTRUCTION VEHICLE CROSSINGS

Do not cross the roadway, median, ramps or loops with vehicles or equipment unless a specific location for crossing has been approved by the Contracting Officer and required traffic control devices are used as shown in the NCDOT Roadway Standard Drawings.

3. ROAD CONSTRUCTION VEHICLES

Work vehicles must always use warning lights that are amber in color attached to the vehicle as high as possible and in a manner such that they are not obscured by equipment or supplies. Vehicle hazard signals or lights may be used to supplement this requirement. This requirement applies to all work vehicles and equipment not inside lane closures or behind barriers. This requirement does not apply to dump trucks but it is encouraged.

4. EXCAVATIONS WITHIN TRAVELWAY

During the process of excavating in a travelway where traffic is to be later maintained, make provisions to backfill and repair any excavated or damaged pavement before allowing traffic to proceed over the affected lanes. In low speed areas (35 mph or less), metal plates may be used to cover excavated areas.

5. MATERIAL AND EQUIPMENT STORAGE

When work is not in progress, keep all personnel, equipment, machinery, tools, construction debris, materials and supplies at least 20 feet away from active travel lanes on roadways with a speed limit of 40 mph or greater and at least 10 feet away on roadways with a

SECTION 01 11 00 Page 2 speed limit of 35 mph or less. When vehicles, equipment and materials are protected by concrete barrier or guardrail, they shall be offset at least 5 feet from the barrier or guardrail.

6. PARKING OF PERSONAL VEHICLES

Provide staging areas for personal vehicle parking a safe distance, at least 20 feet away from open travel lanes on roadways with a speed limit of 40 mph or greater and at least 10 feet away on roadways with a speed limit of 35 mph or less, or as directed by the Contracting Officer before use.

7. PROTECTION OF HAZARDS

Mark all hazards with signs, barricades, drums or other warning devices. At each location where work is started which creates a safety hazard, continue the work until completed to the extent that the safety hazard is eliminated. If the work is not pursued in a continuous manner the Contracting Officer will not allow any other work on the project to be performed until the existing safety hazard is eliminated.

8. MAINTENANCE OF TRAFFIC

Maintain traffic in accordance with MUTCD Part 6, Temporary Traffic Control and Division 11 of the NCDOT Standard Specifications. Install Work Zone Advance Warning Signs in accordance with NCDOT Roadway Standard Drawing No. 1101.03 prior to beginning any other work.

Maintain the existing traffic pattern at all times, except in the immediate work zone where lane closures are allowed as determined by the Contracting Officer. If signs are installed more than 7 calendar days prior to the beginning of work on a particular road, cover the signs until the work begins. Install each work zone Advance/General warning sign separately and not on the same post or stand with any other sign except where an advisory speed plate or directional arrow is used. Any additional signs requested by the Contracting Officer shall be installed within 7 business days of the start of contract work. All sign locations are to be verified by the Contracting Officer prior to installation. Uncover advance/general warning work zone signs no more than 7 calendar days before work resumes.

Properly ballasted cones and skinny drums may be used instead of drums. However, drums are required for the upstream taper portion of lane closures in all applications. The stationary work zone shall be a maximum of ½ mile in length at any given time on any roadway unless otherwise approved by the Contracting Officer. A pilot vehicle operation may be used in conjunction with flaggers and the appropriate pilot vehicle warning signing as directed by the Contracting Officer.

During periods of construction inactivity, return the traffic pattern to the existing alignment and remove or cover any work zone signs.

When covering work zone signs, use an opaque material that prevents reading of the sign at night by a driver using high beam headlights.

Use material, which does not damage the sign sheeting.

When personnel and/or equipment are working on the shoulder adjacent to and within 5 feet of an open travel lane, close the nearest open travel lane. Use NCDOT Roadway Standard Drawing No. 1101.02, Sheet 1 of 14, or MUTCD TA-10 for temporary lane closures using flagging operations on two-lane, two-way roadways. Use NCDOT Roadway Standard Drawing No. 1101.02, Sheets 3 and 7 of 14, and MUTCD TA-22, TA-23 for temporary lane closures on multi-lane roadways. When personnel and/or equipment are working within a lane of travel of an undivided

SECTION 01 11 00 Page 3 facility, close the lane according to the traffic control plans, 2018 Roadway Standard Drawings or as directed by the Contracting Officer.

Conduct the work so that all personnel and/or equipment remain within the closed travel lane. Do not work simultaneously, on both sides of an open travel way, within the same location, on a two-lane, two-way road. Perform work only when weather and visibility conditions allow safe operations as directed by the Contracting Officer.

Obtain written approval of the Contracting Officer before working in more than one location or setting up additional lane closures. The maximum length of any one lane closure is 1/2 mile unless otherwise directed by the Contracting Officer. Do not narrow or close any lanes on any roadway when traffic is determined to be especially heavy as determined and directed by the Contracting Officer.

9. TEMPORARY LANE CLOSURES

a. General Operate all equipment and personnel within the designated work area during lane closures. Do not impede or stop traffic for the purpose of performing construction related work on the traffic side of the lane closure, except when called for in the TMP. Install lane closures with the traffic flow, beginning with devices on the upstream side of traffic. Remove lane closures against the traffic flow, beginning with devices on the downstream side of traffic. Vehicles used to install or remove lane closures shall have vehicle warning lights as described in 1101-5 above.

b. Intersections When construction proceeds through an intersection, provide flaggers and all other necessary traffic control required to direct the traffic safely and efficiently through the intersection. When an intersection is signalized, contact the Contracting officer in advance to have government personnel place the signal in flash mode and to arrange for Military Police (MP) or other adequate traffic control measure approved in advance by the Contracting Officer to direct traffic through the intersection before beginning work in the intersection.

10. TRAFFIC CONTROL SUPERVISION

Provide the service of at least one qualified work zone supervisor.

The work zone supervisor shall have the overall responsibility for the proper implementation of the TMP and ensure all employees working inside the work zone have received the proper training appropriate to the job decisions each individual is required to make. The work zone supervisor is not required to be on site at all times but shall be available to address concerns of the Contracting Officer. The name and contact information of the work zone supervisor shall be provided to the Contracting Officer prior to or at the preconstruction conference.

Qualification of work zone supervisors shall be done by an NCDOT-approved training agency or other training provider approved by the Contracting Officer. For a complete listing of these, see the NCDOT Work Zone Traffic Control's webpage:

https://connect.ncdot.gov/projects/WZTC/Pages/Training.aspx

Coordinate with and cooperate with work zone supervisors of adjacent or overlapping construction projects to ensure safe and adequate traffic control is maintained throughout the projects at all times including periods of construction inactivity in accordance with Article 105-7 of the NCDOT Standard Specifications.

SECTION 01 11 00 Page 4

11. VEHICULAR ACCESS

Maintain continuous and safe vehicular access, including but not limited to, all residences, businesses, schools, police and fire stations, hydrants, other emergency services, hospitals and mailboxes.

Conduct operations so as to limit the inconvenience to the occupants and users of the property.

12. PEDESTRIAN ACCESS

Maintain pedestrian access at all times. When existing pedestrian facilities are disrupted, closed or relocated, provide temporary facilities that are detectable and include accessibility features consistent with the features present in the existing pedestrian facility. The work zone supervisor is responsible for the implementation of the TMP, and installation and maintenance of the pedestrian devices. The work zone shall be inspected weekly or as directed by the Contracting Officer. When pedestrian movement through or around a work zone is necessary, provide a separate usable footpath. If the previous pedestrian facility was accessible to pedestrians with disabilities, provide a footpath during temporary traffic control that is comparable. Do not have any abrupt changes in grade or terrain that could cause a tripping hazard or could be a barrier to wheelchair use. Provide channelizing devices that are detectable to pedestrians who have visual disabilities. Provide temporary pedestrian facilities that are made of concrete, asphalt or other suitable material as approved by the Contracting Officer, at all locations where the existing sidewalks have been removed for construction operations. Do not sever or move pedestrian facilities for non-construction activities such as parking for vehicles and equipment. Separate pedestrian movements from both work zone activity and vehicular traffic.

13. LIMITATIONS OF OPERATIONS

At any time when, in the opinion of the Contracting Officer, the Contractor has obstructed, closed, or is conducting operations on a greater portion of the work than is necessary for the prosecution of the work so as to constitute a hazard to the general public or impair the function of the facility being constructed where traffic shall be maintained, the Contracting Officer may require the Contractor to suspend such unnecessary operations or closures and to finish the portions on which work is in progress before starting work on additional portions of the work.

14. NIGHT WORK

Whenever the Contractor's operations are being conducted at night, the Contractor must provide such artificial lighting as may be necessary to provide for safe and proper construction and to provide for adequate inspection of the work as described in Section 1413 of the NCDOT Standard Specifications. The Contractor shall comply with all applicable regulations governing noise abatement.

15. PUBLIC CONVENIENCE AND SAFETY

The Contractor shall at all times conduct his work as to insure the least possible obstruction to traffic. The safety and convenience of the general public and the residents along the roadway, and the protection of persons and property, shall be provided for by the Contractor as specified in Section 150 of the NCDOT Standard Specifications.

16. TEMPORARY TRAFFIC CONTROL PLAN

SECTION 01 11 00 Page 5

The Contractor must prepare a Temporary Traffic Control Plan (TTCP) for maintaining traffic during construction of the proposed improvements. The TTCP will contain the project notes, phasing, detail sheets and other supporting information. The TTCP must be prepared by and signed and sealed by a North Carolina licensed Professional Engineer who is prequalified by the North Carolina Department of Transportation (NCDOT) for Consulting Discipline Code 00541, Traffic Management Plan - Level 1 and 2. A list of NCDOT-prequalified consultants may be found on the NCDOT web site at:

https://www.ebs.nc.gov/VendorDirectory/search.html?s=pc&a=new

The Contractor must submit the TTCP for to the Contracting Officer for review and approval prior to beginning any construction on the project. Provide a TTCP that meets the requirements of MUTCD Chapter 6C, Temporary Traffic Control Elements. Unless otherwise specified, the Contractor shall allow 30 calendar days for review and approval, or acceptance, of working drawings from the date they are received until they are returned by the Contracting Officer, unless otherwise stated. If revised drawings are required, appropriate additional time shall be allowed for review and approval, or acceptance, of the revised drawings. The Contractor shall have no claim for extension of completion dates or additional compensation due to this review period. Do not implement plans for traffic control until approved in writing by the Contracting Officer. In addition, the Contracting Officer's approval of the TTCP shall not relieve the Contractor of any responsibility under the contract for the successful completion of the work.

1.3 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.

1.4 LOCATION OF UNDERGROUND UTILITIES

It shall be the responsibility of the contractor to locate all existing underground utilities that are within the limits of work, prior to any excavation activities. These include but are not limited to the following buried utilities: potable water lines, raw water lines, sanitary and storm sewers, steam condensate, fuel lines, gas lines, electrical ducts and direct buried conductors, commercial telephone, Base telephone, commercial cable TV, Base instructional cable TV, EMCS, and fire alarm. The contractor shall employ the services of a qualified Level A Subsurface Utility Engineering (SUE) locating company to locate, identify, and mark all underground utilities. Where utilities cannot be identified above ground due to undetectable pipe material, the utility locator shall excavate to identify location of existing utilities.The entire construction limits shall be thoroughly scanned and researched to determine existing utility locations. Any existing utilities that are

SECTION 01 11 00 Page 6 indicated on the project drawings shall be considered for reference use by the locating company and shall be verified. All underground utilities shall be clearly marked with flags, paint or stakes prior to any digging operation except that required to determine exact utility location and depth. CAUTION shall be used when trenching or excavating around or near buried utilities. The contractor shall be responsible for the timely repair and/or replacement of direct and collateral damage on any and all underground utilities that are severed, crushed, broken, displaced or otherwise disturbed by the construction operation. The Government shall not incur any additional cost for such repair or replacement. The contractor shall notify the FEAD a minimum of three working days prior to utility location. Do not continue with excavation or installation of new work without resolving elevation discrepancies and conflicts.

Note that systemwide, there are potable and raw water lines in the same vicinity. It will be the contractor's responsibility to locate and verify which is raw water prior to replacement.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

1.5 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 storage area.

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 7

SECTION 01 11 00 Page 8

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. All wells taken out of service to perform work or tie-ins must be requested in writing at least 15 calendar days in advance. Under no circumstances may raw water supply to the WTP be interrupted beyond what is allowed under this section.

b. Strategic valves are located on the raw water line at the intersection of Access Drive and Roosevelt to isolate raw water lines to the south of this intersection and/or to the east of this location along Access Road. These valves are identified as WGV-81-2 and WGV-81-3 (ref sheet CU114. Although these valves will provide for adequate isolation for new raw water line replacement work, pigging assembly connections made at existing raw water lines will require temporary interruption of raw water supply in the raw water mains entering the water treatment plant(WTP). Raw water currently enters the WTP from two separate raw water mains; one raw water main from the east and one raw water main from the west. Wells connected from the east include Wells 28, 29, 32, 34 35, 41, and 42. Wells connecting from the west include all wells south of the WTP and north of the WTP which include Wells 15, 14, 19, 9, 8, 1, 10, 2, 18, 16, 17, 21, 22, 23, 24, 20, 21, 25, 26, 27, 4, 11, 12 and 13. Upon receiving written notification 15 days in advance and with all wells being in satisfactory operating condition, the Government will close one of the two main raw water supply valves so that a tie-in can be performed.

Upon valve closure, the contractor shall perform all tie-in work and place the raw water main back in service within 8 hours. Once the main is placed back in service, the next tie-in requiring closure of these WTP main valve(s)will not be permitted for a period of 48 hours during which time the government will re-establish necessary storage reserves in the distribution system.

c. Once new blind flanges are installed as noted on sheet CD109 all wells south of Well #2 and Well #18 tie-in locations may be simultaneously taken out of service to perform demolition and providing new work. No further tie-ins or disruption of raw water supply shall be allowed until all new raw water main piping south of Well #2 and Well #18 is complete.

d. Prior to taking Wells #2 and Well #18 offline and replacing the raw water main from these wells to the tie-in at Station 104+25 (Access Road Intersection) all system wells north and east of this tie-in must be operational. No pigging station tie-ins or other tie-ins shall be made in the system while this raw waterline extension is being performed.

e. Contractor may propose strategic locations for installation of insertion type gate valves and/or temporary bypass piping if believed to be necessary for construction sequencing and/or to meet conditions specified in this section. Since these insertion valves and/or bypass

SECTION 01 14 00 Page 1 piping are not essential for operation of the system after construction is complete, they shall be provided at no additional cost to the contract. Upon completion of work, the Contractor shall remove all bypass piping but may elect to leave any insertion valve in-place provided the valve meets all project specification requirements.

f. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

g. The Base will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

h. Permission to interrupt any Activity roads, railroads, or utility service must be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

i. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

DBIDS has gone live at MCAS Cherry Point. In order to reduce wait time when exchanging your RapidGate credential, it is highly recommended each applicant pre-register at https://dbids-global.dmdc.mil/enroll#!/

Non-DoD cardholding visitors to Marine Corps Installations with a driver's license or ID issued by a state that is not compliant with the Real ID Act of 2005 will now need to provide an alternate form of acceptable identification to gain entry, or be escorted by an authorized patron of the air station.

North Carolina now issues REAL ID compliant drivers licenses, but many drivers have yet to be issued the new license. Drivers may get a North Carolina REAL ID driver's license at any NCDMV driver's license office.

The Act established minimum security standards for license issuance and production and prohibits Federal agencies from accepting driver's licenses and identification cards from states not meeting the Act's minimum standards.

In absence of a compliant state issued driver's license or ID, one of the following federally approved forms of identification must also be provided in addition to the non-compliant driver's license or ID:

1. U.S. Passport

2. U.S. Passport Card

3. U.S. Coast Guard Merchant Mariner Card

4. Personal Identity Verification (PIV) Card

5. Personal Identity Verification - Interoperable (PIV-I)

6. U.S. State Department Driver's License

7. Veteran's Health Identification Card (Issued by the U.S. Department of Veterans Affairs)

8. U.S. Permanent Resident Card (Form I-551)

9. U.S. Certificate of Naturalization or Certificate of Citizenship (Form

SECTION 01 14 00 Page 2

N-550)

10. Department of Homeland Security Employment Authorization Document (Form I-766)

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 hard hats 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.

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, finger prints, 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.

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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 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 must consist of an 8 1/2 hour period, between 7:00 a.m. and 3:30 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

SECTION 01 14 00 Page 4 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, and fiber optic 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.

1.3 SECURITY REQUIREMENTS

1.3.1 Station Regulations

No employee or representative of the contractor will be admitted to the work site without an Identification Badge or is specifically authorized admittance to the work site by the FEAD, Facilities Engineering & Acquisition Division.

IMPORTANT NOTE: FEAD personnel (Construction Managers, Engineers/Architects, Engineering Technicians, Contract Specialists, or Contract Surveillance Representatives) will not receive, process, re-transmit or otherwise handle IN ANY WAY Personally Identifiable Information (PII) related to the badging process. Do NOT forward any of this information to the FEAD.

1.3.2 Contractor Access to MCAS Cherry Point and Outlying Areas

1. Documentation requirements for granting access to MCAS Cherry Point for commercial and contract employers and employees. This document is an aid in meeting ASO 5560.6A requirements and is not a substitute for the order.

2. The Pass & Identification Office at Building 251 will issue credentials to authorized contractors. Sub-Contractors and suppliers must coordinate through the Prime-Contractor:

3. Criminal Activity. In accordance with ASO 5560.6A, the below list of criminal activities within an applicant's record are considered not in the best interest of the Marine Corps and will be grounds for automatic denial of access aboard the Installation:

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a. Conviction of any felony offense.

b. Conviction of any misdemeanor offense, which was the result of a plea bargain of a felony offense.

c. Conviction of any offense involving a weapon.

d. Conviction of any drug offense involving manufacturing or trafficking.

e. More than one misdemeanor conviction of drug related offenses over the applicant's lifetime or one misdemeanor drug related offense within the last five years.

f. Conviction of any assault charge.

g. Conviction of any offense involving theft or larceny.

h. Conviction of any offense of domestic violence.

i. Conviction of any offense related to the abuse/neglect of a child.

j. Conviction of any sexual in nature related offense or registration as a sex offender.

k. Commission of any grievous criminal offense/misconduct while aboard any Federal installation, including blatant disregard for rules and regulations of the Installation, but excluding minor traffic offenses.

l. Other than Honorable, Bad Conduct, and Dishonorable discharges from the U.S. Military.

m. Those identified as undocumented citizens.

n. Those on the National Terrorist Watch List.

o. Any individual who attempts to hide or purposely fails to disclose all past criminal history during the vetting process.

p. Any individual that the Provost Marshal's Office determines to present a risk to the security and safety of the Installation and whose access is deemed not in the best interest of the Marine Corps.

q. Any individual who has been debarred from the Installation by the Installation Commander or is currently listed as debarred from any other Federal installation.

r. Any individual with an outstanding warrant for their arrest or apprehension.

s. Any individual with a pending criminal court case that, if convicted, would result in access denial in accordance with the criteria listed above.

SECTION 01 14 00 Page 6

1.3.3 Staging Area

The Contractor staging area shall be coordinated with the contracting officer. Amount of material on site shall be kept to a minimum and shall only be material that is pertinent to the work currently being performed.

All stockpiling of equipment and materials shall be closely coordinated with the Government and shall not disrupt activities at the site.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 Details for Contractor Execution of Work

1. PVC and Asbestos Cement (AC) raw waterlines and other PVC or AC utilities existing in the project area are not detectible via standard SUE Level B investigation. The location of these non-detectable lines are shown based on best available GIS mapping information provided by the Government and represents only approximate location.

The Contractor shall provide SUE Level A services to pot hole or vacuum extract to locate and verify location of PVC or AC where connections to the new raw water line are occurring, or where work can reasonably be expected to cause conflict or damage.

2. Depth of existing utilities is unknown. Geotechnical bores were obtained for reference only at the locations of jack and bores and directional drill installations and are provided only for informational purposes and are not guaranteed to be reflective of all geotechnical conditions that the contractor may encounter during installation of utilities. The contractor shall be responsible for performing all work under the contract base bid except where unit price allows.

3. Redeveloped wells 9, 14 and 15 will be tested while the raw water main is out of service. Once the wells have been chemically cleaned and all chemical residuals shall be disposed of per well development specification Section 33 11 13. Well pump performance test water may be discharged through the raw water line to the new blowdown structure and plunge pool constructed for pig receiver/launcher #2.

Alternatively, Contractor shall provide temporary energy dissipation and make a request in writing to the Contracting Officer if an alternative discharge blowoff location is needed. Proper erosion and sediment control measures must be provided at the blowoff location to collect sediment before the water reaches the receiving stream.

4. Pigging stations 10 and 11 are to be constructed after Wells 34, 35 and 42 and associated raw waterlines are built. Wells 34, 35 and 42 and associated raw waterlines are a part of a separate project.

Pigging stations 10 and 11 will be launching stations to clean the raw water line serving these wells.

5. At the discretion of the Contracting Officer and upon being directed, construction activities including tie-ins and replacement of inline valves in the raw water line shall be performed during night time hours. The tie-ins being make south of Access Road are excluded from this requirement so long as isolation for the tie-in can be made

SECTION 01 14 00 Page 7 at the intersection of…