002 LBJ B16-18 WATERLINE BREAK SPECS_PLANS Reduced.pdf

PACKAGE 002

LYNDON B. JOHNSON JOB CORPS CENTER

DORMS 16&18 WATERLINE BREAK REPAIRS

SPECIFICATIONS AND PLANS

MAY 2023

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 1

LYNDON B. JOHNSON JOB CORPS CCC SCOPE OF WORK

LYNDON B. JOHNSON JOB CORPS CENTER

DORMS 16&18 WATERLINE BREAK REPAIRS

SECTION 010150 SPECIFICATIONS

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. Work for this project requires the contractor to be responsible for supplying all labor, materials, equipment, utilities, miscellaneous items, freight and delivery and all necessary valid licenses for the work summarized as follows:

1. Base Item No. 1 – Jackson 4&5 Dorm (Bldgs16 & 18), Waterline Break Repairs:

2. Optional Item No. 2 – Replace South Campus Water Valve:

1.2 LOCATION

A. This project is located at the Lyndon B. Johnson (LBJ) Job Corps Civilian Conservation Center located 8.6 miles from Franklin, NC in Macon County. The address is 3170 Wayah Rd, Franklin, NC 28734. Driving instructions can be obtained from the Center by calling (828) 524-4446.

1.3 WORK HOURS

A. Work hours for this project are between 8:00 AM-4:30 PM Monday through Friday.

1.4 POINT OF CONTACT

Center Point of Contact: Kent Gibson, (828) 524-1430, james.gibson1@usda.gov.

1.5 USE OF PREMISES

A. Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Government will occupy site and buildings during entire construction period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the work so as not to interfere with Government's day-to-day operations.

C. Keep driveways, parking areas, loading areas and entrances to buildings clear and available to Government, Government's employees, and emergency vehicles at all times.

Do not use these areas for parking or storage of materials. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Government.

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1.6 WORK RESTRICTIONS

A. Smoking is permitted on campus only in the designated smoking area.

1.7 PERMITS

A. State permits are not required, however electrical works shall be inspected by a state inspector with them providing a report addressed to the Job Corp Center. The contractor shall pay any fees required for the work. The State/Inspector(s) do not have any jurisdictional authority on Federal projects. The State/Inspector(s) do inspections based upon State codes and can provide a list of deficiencies to the Job Corp Center. The contractor will provide the report signed by the State inspector to the COR to provide to the CO. The CO will determine which deficiency/violations will be enforced for the contractor to fix. The USFS is the jurisdiction having authority.

1.8 SCHEDULE OF ITEMS

A. Schedule of Items:

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

3. Optional Items (if applicable) may or may not be awarded, depending on funding availability.

B. Base Items (BI):

1. Base Item No. 1 – Jackson 4&5 Dorm (Bldgs16 & 18), Waterline Break Repairs:

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, and incidentals to:

i. Remove and replace accessible water piping in the attic, plumbing chases, and other areas within the prescribed area of work.

ii. Replace the curb stop valve serving the buildings.

1. Contractor shall be responsible for location of buried utilities prior to beginning ground disturbing activities.

iii. Install new PEX piping from the replacement curb stop valve to the South plumbing chase by boring through or under the building foundation depending on foundation and water pipe elevations.

1. Cut and patch concrete floors and tile finishes as required to replace this section of pipe.

iv. Replace all interior piping to existing fixtures per plans with PEX piping.

Pipe will be installed within plumbing chases and other conditioned spaces as possible; but will also be installed in the attic space where required. The new piping will incorporate a hot water recirculation system with dedicated return pipe, temperature-controlled pump, backflow prevention, and air venting.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 3

1. All hot water and hot water return pipes, fittings, and valves will be insulated.

2. All hot, cold, and recirculation pipes, fittings, and valves located in the attic space and North mechanical room will be insulated, the insulation level required for this exceeds the insulation in the paragraph above, see technical requirements and drawing details.

3. Label water piping and valves.

v. Existing water heaters will be re-utilized and will be re-piped for the proposed plumbing plan; the water heaters will be installed in parallel.

1. Water heater wiring will be corrected in the area of the North mechanical room.

vi. Extend existing receptacle circuit for new GFCI duplex receptacle in North mechanical room for recirculation pump.

vii. Remove and replace attic insulation in the area indicated in the plans to an R-

60 value.

viii. Insulate the exterior (masonry) walls of the North mechanical room to an R-

13 value.

ix. Air seal all penetrations between conditioned spaces and the exterior or attic in areas being re-insulated.

x. Restore exterior site areas to condition matching existing after completion of excavation work.

xi. Restore interior finishes to match existing finishes after installation of new piping.

xii. Electrical work shall be inspected by State licensed electrical inspector.

xiii. Note: Buildings 16 & 18 are connected in the center area which houses the restrooms, water heaters, and related items that are the primary focus of this project.

C. Optional Items (BI):

1. Optional Item No. 2 – Replace South Campus Water Valve:

a. Measurement: This item is measured as a Lump Sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor, and incidentals to:

a. Replace the buried South Campus water valve, existing pipe is approximately 4”-6” diameter steel pipe. The Contractor shall excavate to pipe and verify size and include these findings and coordinate with their final product submittal for the valve. Coordinate system closures with the Contracting Officer (CO) 72 working hours in advance, only proceed with closure once date/time is approved by the CO. Sanitize and flush lines after new valve is installed and pressure tested. Restore excavated area to match surrounding area.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 4

i. Contractor shall be responsible for location of buried utilities prior to beginning ground disturbing activities.

1.9 REQUIREMENTS

A. The building, mechanical, plumbing, and electrical requirements indicated below shall be in conformance with the most recent versions of the International Building Code (IBC), International Mechanical Code (IMC), International Energy Conservation Code (IECC), International Plumbing Code (IPC), the American Society of Heating, Refrigeration and Air Conditioning Engineers (ASHRAE) Standard 90.1 and 62.1, the National Electric Code (NEC), Architectural Barriers Act Standards (ABA, ABAS) and Energy Star qualified. Provide products that will be utilized in potable water systems that conform to NSF61 standards. The Contractor shall install products in accordance with all the manufacturer’s written directions and recommendations provided these do not conflict with the referenced codes and standards. Utilize low and/or zero VOC products when available and compatible with adjoining materials. All products shall be asbestos and lead free.

B. Basis-of-Design Products: Drawings and/or specifications may indicate “basis-of-design” products, the Contractor may submit alternate products for consideration and approval by the CO. The Contractor shall provide product submittals that demonstrate compliance with any specific salient features that are included with the basis-of-design schedule and specification.

C. Action/Approval Submittals:

1. Thermal insulation products.

2. Pipe, fittings, valves, valve risers.

3. Recirculation pump and accessories.

4. Expansion tank.

5. Gauges

D. Closeout submittals:

1. Pressure test/leak report.

E. Potable Water Pipe and Accessories:

1. For pipe and accessories in contact with potable water: NSF 61 certified, no-lead.

2. Water Pipe:

a. Basis of Design: UPONOR Aquapex

1) Note: Pipe sizing and pressure loss calculations were based on the basis of design manufacturer’s actual pipe diameters. Submitted products will be required to provide the same or greater interior diameter as the basis of design product – nominal and actual diameter charts are included in the drawings.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 5

b. PEX, Type A, ASTM F876.

c. Pipe Diameter: Provide pipe in diameter that matches existing being patched or replaced.

d. Fittings: Poly expansion type, ASTM F1960 or F2080 or as IPC approved and manufacturer recommended for connections between dissimilar pipe materials.

e. Color:

1) Hot: Red or white.

2) Cold: Blue or white.

3) Recirculation: Red or white.

4) All piping can be white.

3. Hanger, supports, etc.: Use type recommended/approved by pipe and pipe insulation manufacturers and code approved for use in locations provide quantities required by code for pipe size and type.

4. Pipe Insulation:

a. ASJ Jacketed Fiberglass.

1) Product Standards: ASTM C547 Type 1 Grade A.

2) Basis of Design: Owens Corning SSL II with ASJ Max Fiberglass.

3) Flame Spread: ≤ 25 per ASTM E84.

4) Smoke Development: ≤ 50 per ASTM E84.

5) Operating Temperature: 0°F (-18°C) to 1,000°F (538°C)

6) Insulation Accessories: ASJ Tape, Fitting/bend covers.

7) Pipe labels (“Hot Water”, “Cold water”, “Sprinkler”), apply to pipe insulation near each side of wall/ceiling penetrations and every 25’ of pipe runs matching type of water supplied.

8) Size: Match to pipe size per manufacturer’s instructions.

9) Fittings and valves: continue insulation around fittings, install preformed or field craft insulation for tees, elbows, valves and similar fittings in accordance with the NAIMA “Guide to Insulating Chilled Water Systems”, 2015.

10) Insulation R-Value or thickness:

a) Hot/cold in exterior walls, or unheated attics: 1.5”.

F. Miscellaneous Plumbing Accessories:

1. Contractor shall furnish miscellaneous fittings, supports/hangers, etc as required to modify potable water lines and sanitary lines in locations indicated. Utilize materials that match existing or are compatible with adjoining materials and are code approved for use.

2. Indoor Water Valves and Accessories:

a. Isolation: Ball, see plumbing schedule.

b. Throttling: Globe, see plumbing schedule.

c. Tags: Label all valves; 2.5”x4.5” nominal waterproof, plastic, with permanent marker or embossed identification information, attach with stainless safety wire or UV resistant plastic zip ties.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 6

1) Tag Schedule Examples:

a) North Lavatories Shutoff

b) WH1 Isolation

c) Building Water Shutoff

d) Recirc pump isolation, turn pump off before closing valves

G. South Campus Water Valve and Service Box:

1. Valve: Basis of Design Manufacturer:

1) Mueller.

2) American.

b. Resilient Wedge NRS Gate Valves with inlet and outlet matching service pipe diameter.

c. Exterior Body Material: Ductile Iron.

d. 250 lb. non-shock cold working pressure.

e. Certifications: AWWA C515, NSF61.

f. Fusion bonded epoxy coating.

g. Valve Operating: Operating nut, manufacturer standard size for valve size.

h. Smooth waterway design.

i. Modify/extend/patch pipe if required for valve replacement.

2. Service Box: Cast iron, coordinate size and depth with existing pipe depth and new valve, bolted plug with lettering “WATER”.

a. Shutoff Rod (key): Steel, tee-handle, of sufficient length to operate valve, with end matching valve operating nut.

H. Building 16-18 Curb Valve and Service Box:

1. Basis of Design Manufacturers:

a. Aye Mcdonald.

b. Mueller.

2. Curb Valve: Comply with AWWA C800. NSF61 certified. Include bronze body, ground-key plug or balls, wide tee head, with inlet and outlet matching service piping material.

3. Service Boxes: Cast-iron telescoping top section of length required for valve depth, bolted plug with lettering “WATER”, bottom section with base that fits over curb valve with foot section for valve support.

a. Shutoff Rod (key): Steel, tee-handle with one pointed end, stem of length to operated buried valve, and slotted end matching curb valve.

I. Miscellaneous Carpentry:

1. Untreated framing lumber, #2 or better, Spruce, Pine, Fir, Southern Pine.

2. Plywood, exposure 1 or 2, pine, grade B or better.

a. Fasteners used in treated lumber shall be hot-dipped galvanized or stainless steel.

b. Best face towards finished space.

3. Fasten in accordance with IBC requirements.

J. Concrete:

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 7

1. Premixed.

2. Compressive Strength: Min. 4,000 psi, in accordance with ASTM C387 and

ASTM C39.

3. Slump: 2”-3”.

4. Patch concrete in depth that matches existing concrete being patched, finish to match existing.

K. Thermal Insulation:

1. All thermal insulation shall be trimmed and fitted to the areas they are installed in accordance with manufacturers’ recommendations. Contractor shall notify CO upon completion of insulation activities for inspection prior to enclosing with finishes. CO may allow/accept Contractor to provide photo documentation of the insulation at the CO’s discretion.

2. Interior and Exterior wood-framed walls:

a. Mineral Wool or Fiberglass, unfaced batt or roll insulation. R-value and width matched to wall cavity framing.

3. Exterior concrete mass walls and attic hatch:

a. Product Standards: Mineral Fiber Block and Board Thermal Insulation – Type IVB

b. Basis of Design: Rockwool Comfortboard 80.

c. Flame Spread: 0.

d. Smoke Developed Index: 0.

e. Combustibility: ASTM E136 Noncombustible.

f. Thickness/R-Value: 3”/R-12.6 (13 Nominal) for walls, layer for required attic hatch R-value.

4. Attics:

a. Unfaced Fiberglass, batts, blankets, or rolls.

1) Product Standards: ASTM C665 Type I.

2) Basis of Design: Owens Corning Unfaced Pink Next Gen Fiberglas

Insulation.

3) Flame Spread: ≤ 25 per ASTM E84.

4) Smoke Development: ≤ 50 per ASTM E84.

5) Combustibility: ASTM E136 Noncombustible.

6) Formaldehyde free.

7) Thickness/R-Value: As indicated in plans and specifications.

8) Warranty: Manufacturer’s standard limited lifetime warranty against manufacturer defects.

9) Baffles: Provide pre-formed baffles between roof framing members in areas being insulated adjoining exterior wall/roof intersections to maintain soffit ventilation path and 1” between roof deck and new insulation.

b. Fiberglass or mineral wool, loose-fill, blown.

1) Product Standards: ASTM C764 Type I.

2) Basis of Design: Owens Corning Propink L77 Unbonded Loosefill or

Thermafiber Insul-Fill Blown-In Attic Insulation.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 8

3) Flame Spread: 0 per ASTM E84.

4) Smoke Development: 5 or less per ASTM E84.

5) Combustibility: ASTM E136 Noncombustible.

6) Formaldehyde free.

7) Energy Star: Yes.

8) Thickness/R-Value: As indicated in plans and specifications.

9) Warranty: Manufacturer’s standard limited lifetime warranty against manufacturer defects.

c. Cellulose, loose-fill blown.

1) Product Standards: ASTM C739, chemically treated for flame-resistance, processing, and handling characteristics.

2) Thickness/R-Value: As indicated in plans and specifications.

3) Smoke Development: 450 or less per CAN/ULC S102.2.

4) CPSC 16 CFR Parts 1209 and 1404 compliant.

d. Baffles: Provide pre-formed baffles between roof framing members in areas being insulated adjoining exterior wall/roof intersections to maintain soffit ventilation path and 1” between roof deck and new insulation.

1) Depth Witness Indicators: For blown insulation, mark attic framing members with permanent marker in black or other contrasting color the insulation depth required prior to installation at a minimum of 2 locations per room in locations visible from the direction of attic accesses.

a) Mark: “R-60” above drawn horizontal level line at required height.

L. Miscellaneous Electrical:

1. Conductors: CU THHN or THWN single conductors in raceway.

2. Raceways:

a. Concealed and exposed:

1) EMT, MC when pulling through existing finished cavities.

2) Final equipment/fixture connection for items subject to vibration:

a) Dry area: MC.

b) Damp/Wet area: liquid tight AC.

3. Provide miscellaneous fittings, adapters, hangers, etc that are compliant with NEC requirements, with NEMA rating appropriate for location, and UL listed for use.

M. Turf and Grass:

1. Grass: 50:50 certified weed free tall fescue and annual oats or rye.

2. Topsoil: Screened loam, sandy loam, silt loam, or silty clay or clay loam with ph of

6 to 7.

3. Mulch: Weed free straw or pine straw.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 9

PART 2 – PROJECT SCHEDULE

5.1 PROJECT SCHEDULE

ITEM* REQUIRED DUE DATE (calendar days)

Pre-Construction Conference

Within 10 days of Award (Virtually)

Notice To Proceed (NTP)

Issued first weekday after Pre-Construction Conference

Bonds 10 days after NTP

Action and Informational Submittals

10 days after NTP (CORs have 10 calendar days to return)

Closeout Submittals prior to CO acceptance of project

Contract Release form and final pay request

10 days after CO acceptance of project

* All items above must be included in contractor’s construction schedule

PART 3 – SUBMITTAL PROCEDURES

6.1 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Government approval.

B. Informational Submittals: Written information that does not require Government approval. Submittals may be rejected for not complying with requirements.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 10

6.2 PROCEDURES

A. Contractor Responsibilities

1. Review each submittal and check for compliance with the Contract Documents.

2. Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

3. Include the following information on label or cover sheet for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. Date of Contractor’s approval.

i. Statement certifying that submittal has been reviewed, checked, and approved by the Contractor for compliance with the Contract Documents.

4. The Government will not review submittals that do not bear Contractor's approval and will return them without action.

5. Unless additional copies are required for final submittal, and unless the

Contracting Officer (CO) observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

6. Submittals must be submitted in electronic PDF format. Submit to CO via email or electronic file transfer site.

7. Only final submittals with mark indicating action taken by Government are to be used for construction.

8. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

B. Processing Time: Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Government will review initial submittal within 10 working days.

Additional time may be needed if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittals: If resubmittal is necessary, it will be processed in same timeframe as initial submittal.

6.3 ACTION SUBMITTALS

A. Prepare and submit Action Submittals required in the Technical Specifications in this contract, if applicable, and as indicated at the end of this subsection.

B. Collect information into a single submittal for each element of construction and type of product or equipment.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 11

1. Mark up each submittal to show which products and options are applicable.

2. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

C. Required Action Submittals

1. Product Data: See Technical Specification Sections.

6.4 INFORMATIONAL SUBMITTALS

A. Prepare and submit Informational Submittals required in the Technical Specifications in this contract, if applicable, and as indicated below:

B. Required Informational Submittals:

1. Accident Prevention Plan.

2. Construction Schedule.

6.5 CLOSEOUT ACTION SUBMITTALS

A. Prepare and submit Closeout Submittals, as follows:

1. See Technical Specification Sections.

2. Project Record Documents.

3. Hot water commissioning report.

4. Hydrostatic test reports.

5. Electrical inspection report.

6. One-Year Warranty on Entire Project as required by FAR 52.246–2

7. Provide fully executed warranty documents for products with extended manufacturer warranties exceeding one-year.

PART 4 – TEMPORARY FACILITIES AND CONTROLS

7.1 USE OF UTILITIES

A. Utilities: Use of Government existing facilities will be permitted without metering and without payment of use charges, as long as facilities are cleaned and maintained in an acceptable condition. At Substantial Completion, restore these facilities to condition existing before initial use. The following are available for use by the contractor: water, and electrical power services. The following are not available: telephone service. The contractor is expected to provide whatever phone service he deems necessary for the duration of the project.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 12

7.2 SANITARY FACILITIES

A. Sanitary facilities are available for use by the Contractor. Facilities must be cleaned and maintained daily.

7.3 STAGING AND STORAGE

A. Coordinate on-site staging and storage requirements with the Center Point of Contact or the Contracting Officer Representative (COR).

7.4 CONSTRUCTION WASTE DISPOSAL FACILITIES

A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Use of Government waste containers will not be permitted.

7.5 SAFETY AND ENVIRONMENTAL PROTECTION

A. Environmental Protection: Contractor shall provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.

B. Barricades, Warning Signs, and Lights: Comply with the national or state Manual on Uniform Traffic Control Devices (MUTCD) for erecting structurally adequate barricades, paint with appropriate colors, graphics, and warning signs/lights to inform personnel, students, and the public of possible hazards.

C. Fire Protection.

1. Store combustible materials in containers in fire-safe locations.

2. Maintain unobstructed access to fire extinguishers, fire hydrants, fire-protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas.

3. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

PART 5 – EXECUTION REQUIREMENTS

8.1 EXAMINATION

A. Before beginning work, examine areas and document existing conditions. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 13

B. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

C. Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

8.2 INSTALLATION

A. Locate the Work and components of the Work accurately, in correct alignment and elevation to fit with existing construction.

B. Make vertical work plumb and make horizontal work level.

C. Install per manufacturer's written instructions and recommendations.

D. Install in accordance with referenced codes and standards.

8.3 TESTING, FLUSHING, HOT WATER COMMISSIONING, REPORTING

A. Water Main and Curb Valve:

1. After installation of valve, recharge lines and visually monitor for leaks for a minimum of 30 minutes prior to backfilling operations. Correct leaks and retest if leaks are detected.

2. Flush lines to nearest outlet until all debris or discolored water is removed.

3. Coordinate with Contracting Officer and Center Water System Operator for disinfection.

B. Building Piping:

1. After installing all piping and connection to existing fixtures:

a. Condition system to 140 psi, by constant pumping or cycling the compressor for 30 minutes.

b. Quickly relieve pressure by valve release of pressurized air down to 80 psi test pressure.

c. Adjust pressure with compressor to 80 psi if over release occurs in step b.

d. Close air introduction and purge valves.

e. Confirm slight rise in pressure from pipe equalization.

f. Record pressure.

g. Wait 2 hours, if no pressure drop is recorded test is complete.

h. If pressure drop occurs, locate leaks, repair, and repeat test.

i. If pressure drop is confirmed to be due to leaking existing fixtures, utilize isolation valves to confirm and document in the testing and flushing report.

j. Remove aerators, screens, and other serviceable items prone to debris clogging, flush cold water through all lines until clear.

k. Reinstall aerators, screens, etc.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 14

l. Coordinate with Contracting Officer and Center Water System Operator for disinfection requirements.

C. Hot Water Commissioning:

1. Start water heaters and allow to come to full heat, set both matching temperature between 120 and 125 degrees Fahrenheit.

2. Run hot water at downstream fixtures in sufficient volume to cause both heaters to turn on (4 showers +/-).

3. Monitor outlet temperatures for each water heater for 10 minutes.

4. If temperature differential exceeds 5 degrees Fahrenheit, throttle the lower temperature heater with supply side globe valves.

5. Monitor and adjust until temperature differential is within test differential in step 4.

6. If throttling does not resolve temperature differences notify Contracting Officer of discrepancy and identify the low performing water heater in the test report.

7. After water heater test, program and start the recirculation system pump and monitor for proper operation in accordance with recirculation manufacturer’s recommendations.

D. Reporting:

1. Provide report to the Contracting Officer indicating dates and times tests and flushing were performed.

2. Include starting, stopping pressures, temperatures (water heater test only).

3. Corrective actions taken and retest information.

4. Identify existing fixture or water heater deficiencies if any.

8.4 PROGRESS CLEANING

A. Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Comply with NFPA 241 requirements for removal of combustible waste materials and debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

B. Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted.

8.5 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide protection and maintain conditions that ensure installed Work does not get damaged or deteriorated prior to Substantial Completion.

8.6 CORRECTION OF THE WORK

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A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 6 – CLOSEOUT PROCEDURES

9.1 SUBSTANTIAL COMPLETION

A. Definition of Substantial Completion: The Date certified by the CO when construction is sufficiently complete, in accordance with the Contract Documents, so the Government can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents.

B. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise the CO of pending insurance changeover requirements.

3. Submit specific warranties, workmanship bonds, final certifications, and similar documents.

4. Obtain and submit releases permitting Government unrestricted use of the Work and access to services and utilities.

5. Deliver tools, spare parts, extra materials, and similar items to location designated by Government. Label with manufacturer's name and model number where applicable.

6. Complete startup testing of systems.

7. Submit changeover information related to Government occupancy, use, operation, and maintenance.

8. Complete final cleaning requirements, including touchup painting.

9. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by CO, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final

Completion.

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9.2 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit certified copy of CO’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by CO. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

2. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

3. Instruct Government personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

9.3 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit two copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

9.4 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for CO's reference during normal working hours.

B. Provide Draft of Project Record Drawings at Substantial Completion. CO will return reviewed copy. Provide Final Project Record Drawings at Final Completion.

C. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings.

1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 17

a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.

b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location.

3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.

4. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets;

bind each set with durable paper cover sheets. Include identification on cover sheets.

9.5 FINAL CLEANING AND LANDSCAPE RESTORATION

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

C. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

1. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

2. Remove tools, construction equipment, machinery, and surplus material from Project site.

3. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

D. Remove waste materials from Project site and dispose of lawfully.

E. Turf Restoration:

1. Grade disturbed turf areas to eliminate ruts, and unevenness, remove stones larger than 2” in diameter. Restore drainage patterns.

2. Dress area with 2”-4” topsoil, mound slightly to account for future settling.

3. Seed at an application rate of 8 lb per 1,000 sf.

4. Mulch with weed free straw or pine straw, water.

DORMS 16 & 18 WATERLINE BREAK REPAIRS 010150 – 18

END OF SECTION 010150

STATE VICINITIY MAP

SYMBOL

U.S. HIGHWAY

STATE HIGHWAY

DESCRIPTION

INTERSTATE HIGHWAY

NORTH CAROLINA

PROJECT

LOCATION

BREVARD

RALEIGH

DURHAM

ASHEVILLE

CHARLOTTE

FAYETTEVILLE

ROCKY MOUNT

HENDERSON

GREENSBORO

North Carolina

FRANKLIN

JOB CORPS

NATIONAL OFFICE

DORMS 16 & 18 WATERLINE

BREAK REPAIRS

LYNDON B. JOHNSON

JOB CORPS

CIVILIAN CONSERVATION

CENTER

NATIONAL FORESTS IN

NORTH CAROLINA

03/2023 10

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

TITLESHEET

A. GARRISON, PE

W. KNAACK, PE

T1.0

1. T1.0 TITLE SHEET GENERAL

2. C1.0 SITE & VALVE PLANS GENERAL

3. C1.1 FLOOR PLAN AND WATER SERVICE ENTRANCE BLDG 16 AND 18

4. A1.0 INSULATION PLAN BLDG 16 AND 18

5. A1.1 PHOTOS BLDG 16 AND 18

6. E1.0 ELECTRICAL PLAN BLDG 16 AND 18

7. P1.0 PLUMBING PLAN BLDG 16 AND 18

8. P1.1 COLD WATER ISOMETRIC BLDG 16 AND 18

9. P1.2 HOT WATER ISOMETRIC BLDG 16 AND 18

10. P1.3 PLUMB/MECH/ELEC DETAILS AND SCHEDULES BLDG 16 AND 18

INDEX

SHEET SHEET

SUB

TITLE OF SHEET

(NO SCALE)

PROJECT LOCATION

BUILDING

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DORMS 16 & 18 WATERLINE BREAK

REPAIRS

NATIONAL FORESTS IN NORTH CAROLINA

LYNDON B. JOHNSON

JOB CORPS CENTER

MACON COUNTY, NORTH CAROLINA

SOUTHERN REGION

U.S. LOCATION MAP

PROJECT

LOCATION

PROJECT ADDRESS

3170 WAYAH ROAD

FRANKLIN, NORTH CAROLINA, 28734

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DATE

10 12 62

14 19

16 18

70 48

WAYAH CREEK

WAYAH ROAD

SEMAPHORE GATE

80'

70'

80'

90'

40'

30'

20'

10'

100'

80'

80' 70'

80'

80'

70'

70'

13A

22B

22A

87B

87A

FOOTBALL/SOCCER

FIELD

TRACK

11A

0 100 200 400 Feet

Existing Site Plan

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

SITE & VALVE PLANS

A. GARRISON, PE

W. KNAACK, PE

C1.0

JOB CORPS

NATIONAL OFFICE

DORMS 16 & 18

WATERLINE BREAK

REPAIRS

LYNDON B. JOHNSON

JOB CORPS

CIVILIAN CONSERVATION

CENTER

NATIONAL FORESTS IN NORTH

CAROLINA

03/2023 10

BLDGS 16 & 18

PH1

C1.0

SOUTH CAMPUS WATER VALVE LOCATION (INOPERABLE)

KEY NOTES

INOPERABLE (4" -6") VALVE SERVING SOUTH CAMPUS. CONTRACTOR SHALL EXCAVATE

AND VERIFY EXISTING PIPE/VALVE SIZE AND COORDINATE WITH PRODUCT SUBMITTALS

FOR APPROVAL. CONTRACTOR SHALL EXCAVATE TO PIPE AND REPLACE VALVE, WITH

NEW UL 262 LISTED, NON-RISING STEM GATE VALVE, NSF ANSI C550 EPOXY COATED

IRON BODY RISER, AND CAP, COMPATIBLE WITH PIPE AND NSF 61 CERTIFIED FOR

POTABLE WATER USE. CONTRACTOR SHALL NOT BACKFILL EXCAVATION UNTIL

HYDROSTATIC PRESSURE TESTS ARE PERFORMED AND VALVE IS DETERMINED TO BE

LEAK-FREE. GRADE, TOPSOIL, SEED, AND MULCH DISTURBED AREA.

NORTH CAMPUS WATER MAIN VALVE AT RESERVOIR, COORDINATE 72 WORKING

HOURS IN ADVANCE WITH CONTRACTING OFFICER FOR ANY WATER CLOSURES

REQUIRED FOR VALVE REPLACEMENTS.

CURB STOP VALVE FOR BUILDINGS 16 AND 18 TO BE REPLACED. GRADE, TOPSOIL,

SEED, AND MULCH DISTURBED AREA AFTER VALVE REPLACEMENT.

MAINS VALVE, DOWNSTREAM FROM BUILDING 16 AND 18 ISOLATE DURING VALVE

REPLACEMENTS TO MINIMIZE FLUSHING/DEBRIS AND BACKSIPHONAGE FROM OTHER

BUILDINGS.

L. B. Johnson Civilian Conservation Center Franklin, North Carolina

BUILDING LEGEND

10 - KENNEDY I

12 - KENNEDY II

13 - TRAINING CENTER

14 - KENNEDY III

15 - INDEPENDENT LIVING

16 - JACKSON 4

18 - JACKSON 5

19 - STUDENT SUPPORT

SERVICES

22 - GYMNASIUM

23 - DINING HALL

24 - LAUNDRY FACILITY

30 - BUSINESS TECHNOLOGIES

34 - BRICK MASONRY

36 - CSO

46 - ADMINISTRATION

47 - WELLNESS

48 - STORAGE

50 - SUPPLY WAREHOUSE

51 - MAINTENANCE

STORAGE/OFFICE

52 - CARPENTRY

53 - FACILITY MAINTENANCE

AND CONSTRUCTION

54 - PAINT SHOP

55 - CONCRETE FINISHING

58 - WELDING

62 - DUTY OFFICE

70 - VOCATIONAL OFFICE

71 - HAZMAT STORAGE

81 - MALE DORMITORY

84 - DRY FOOD STORAGE

87 - EDUCATION BUILDING

STRUCTURES

11A-STORAGE

13A-STORAGE

20 - RECREATION STORAGE

21 - RECREATION SHELTER

22A-STORAGE

22B-STORAGE

25 - SUPPLY WATER

TREATMENT

26 - GAZEBO

28 - POOL WATER TREATMENT

20 - STORAGE

31 - RESIDENTIAL LIVING

STORAGE

32 - SHELTER

33 - GROUND STORAGE

61 - BRICK STORAGE

72 - STORAGE SHED

73 - POLE SHED STORAGE

75 - GAZEBO

76 - GAZEBO

77 - GAZEBO

78 - SHELTER

79 - GAZEBO

82 - SHELTER

85 - GAZEBO

86 - GAZEBO

87A-STORAGE

87B-STORAGE

88 - GAZEBO

89 - GAZEBO

90 - SHELTER

91 - PICNIC SHELTER

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UP

MECH

TOILET/

SHOWERS

MECH

UP

M

EC

H

A C1.1

BLDG 16 JACKSON 4 - 1ST FLOOR

1/8"=1'-0"

B C1.1

BLDG 18 JACKSON 5 - 1ST FLOOR

1/8"=1'-0"

TOILET/

SHOWERS

PLUMB. CHASE

PLUMB. CHASE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

FLOOR PLAN AND

WATER SERVICE

ENTRANCE

A. GARRISON

W.KNAACK

C1.1

JOB CORPS

NATIONAL OFFICE

DORMS 16 & 18

WATERLINE BREAK

REPAIRS

LYNDON B. JOHNSON

JOB CORPS

CIVILIAN CONSERVATION

CENTER

NATIONAL FORESTS IN NORTH

CAROLINA

03//2023 10

REPLACE EXISTING SHUT-OFF

VALVE WITH NEW CURB STOP VALVE

AND BOX. PROVIDE KEY FOR VALVE

OPERATION.

EXISTING WATER HEATERS

EXISTING WATER LINE, ASSUMED 2" GALVANIZED

TILE OVER CONCRETE

SLAB, TYP.

8 0 8 16

SCALE OF FEET

PH1

C1.1

WATER SERVICE ENTRANCE VALVE LOCATION

TILE OVER CONCRETE

SLAB, TYP.

CUT SLAB AND REPLACE WATER PIPE FROM VALVE TO

PLUMBING CHASE. PATCH SLAB AND RE-TILE TO MATCH.

COORDINATE LOCATION AS REQUIRED WITH CO TO AVOID

EXISTING FIXTURES.

BORE THROUGH FOUNDATION,

INSTALL SLEEVE FOR NEW

PIPE.

INSTALL NEW WATER LINE

BETWEEN CEILING JOIST

SPACE TO SECOND CHASE AND

WATER HEATERS.

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN

TAKEN FROM LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. PHOTOS SHOW EXISTING CONDITIONS SURROUNDING THE

AREAS FOR NEW WORK. FILED VERIFY CONDITIONS PRIOR TO

BEGINNING WORK.

3. COORDINATE FINAL LOCATIONS WITH THE CONTRACTING

OFFICER (CO) DO NOT UTILIZE ATTIC ACCESS HATCHES OR

SIMILAR OPERABLE OPENING FOR NEW PLUMBING LINES. DO

NOT OBSTRUCT PLUMBING, LIGHTING, MECHANICAL, OR OTHER

SIMILAR FIXTURES, DEVICES, OR EQUIPMENT WITH NEW WORK.

NEW CURB STOP VALVE, PROVIDE FITTINGS AS

REQ'D. CONTRACTOR SHALL VERIFY EXISTING

PIPE SIZE AND DEPTH PROVIDE FITTINGS

COMPATIBLE WITH EXISTING AND NEW PIPE.

NEW CURB BOX, WITH BOLT DOWN LID AND PLUG

MARKED "WATER", 1 14" MIN. DIAMETER UPPER

SECTION, PROVIDE WITH FOOT PIECE.

4"

1"

C C1.1

WATER ENTRANCE DETAIL

4" BORE AND SLEEVE FOUNDATION

FOR NEW PIPE INSTALLATION.

C C1.0

CUT AND PATCH CONCRETE SLAB AND FLOOR TILE AS

REQ'D FOR PIPE INSTALLATION FROM EXTERIOR WALL

TO SOUTH PLUMBING CHASE

4" SLEEVE IN PLUMBING CHASE FLOOR

FOR NEW LINE, WRAP PEX WITH 6 MIL

POLY SHEETING. SEAL BETWEEN SLEEVE

AND POLY SHEETING WITH LATEX CAULK

NEW 2.5" PEX WATERLINE

CLEAN SAND TRENCH

BACKFILL AND PIPE

BEDDING

2.5" BALL VALVE AS REDUNDANT INTERIOR

WATER SERVICE STOP VALVE.

SEE INTERIOR PIPING PLANS AND DETAILS (P 1.0, P1.1, P1.2, P1.3)

C O

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C1.0

4" BALL VALL WITH MALE HOSE THREAD AS

BUILDING DRAIN.

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UPUP

LOUNGE

DORMITORY

ROOM

DORMITORY

ROOM

DORMITORY

ROOM

R.A.

UP

M

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STORAGE

R.A.

DORMITORY

ROOM

ROOM

DORMITORY

ROOM

DORMITORY

DORMITORY

ROOM

UPUP

MECH

LOUNGE

DORMITORY

ROOM

DORMITORY

ROOM

DORMITORY

ROOM

R.A.

UP

M

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H

STORAGE

R.A.

DORMITORY

ROOM

ROOM

DORMITORY

ROOM

DORMITORY

DORMITORY

ROOM

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

INSULATION PLAN

A. GARRISON, PE

W. KNAACK, PE

A1.0

JOB CORPS

NATIONAL OFFICE

DORMS 16 & 18

WATERLINE BREAK

REPAIRS

LYNDON B. JOHNSON JOB

CORPS

CIVILIAN CONSERVATION

CENTER

NATIONAL FORESTS IN NORTH

CAROLINA

03/2023 10

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN TAKEN FROM LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. DIMENSIONS AND SCALES ARE PROVIDED FOR GENERAL PROJECT SCOPING, CONTRACTOR IS RESPONSIBLE FOR ASCERTAINING DIMENSIONS REQUIRED FOR PROJECT SPECIFIC MATERIAL PROCUREMENT AND INSTALLATION.

A A1.0

BUILDING 16, JACKSON 4 DORM 1ST FLOOR ATTIC INSULATION

NO SCALE

8 0 8 2416

SCALE OF FEET

B A1.0

BUILDING 18, JACKSON 5 DORM 1ST FLOOR, ATTIC INSULATION

NO SCALE

HATCHED AREA: REMOVE EXISTING ATTIC INSULATION. RE-INSULATE TO R-60 AFTER

INSTALLATION OF NEW WATER PIPES. INSTALL BAFFLES BETWEEN RAFTERS/TRUSS TOP

CHORDS TO MAINTAIN 1" AIR GAP BETWEEN INSULATION AND ROOF SHEATHING. COVER

INSULATED PIPES IN ACCORDANCE WITH DETAIL E/A1.0.

CONSTRUCT NEW ATTIC ACCESS HATCH COVER: CONSTRUCT COVER OF 12" PAINTED

PLYWOOD WITH ROCKWOOL BOARD INSULATION (R-60) LAMINATED AND PERMANENTLY

FASTENED TO PLYWOOD.

INSULATE INTERIOR SIDE OF MECH ROOM EXTERIOR WALLS WITH ROCKWOOL BOARD

(R-13 MINIMUM), FASTEN IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND

INSTALLATION MANUAL.

C A1.0

BUILDING 16, JACKSON 4 DORM 1ST FLOOR MECH ROOM INSULATION

NO SCALE

D A1.0

BUILDING 18, JACKSON 5 DORM 1ST FLOOR, MECH ROOM INSULATION

NO SCALE

R-30 MIN.

R-30 MIN.

R-60

INSULATED

WATER

PIPE

ROOF/CEILING

FRAMING

ATTIC

INSULATION CEILING

FINISH

E A1.0

PIPE INSULATION DETAILS

NO SCALE

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