36C24623B0054_0003.pdf

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Statement of Work Hunter Holmes McGuire VA Medical Center

Richmond Virginia Project Name 2023 Milling and Paving

Project Number 652-23-125

Overview: Contractor shall provide all equipment, labor, materials, and supervision as necessary to mill and pave and then repaint parking lots. This work is to comply with current VA and DOT standards.

Description of Work: Mill down to a depth of four (4) inches and repave and repaint parking lots.

This will be a phased project with some after hour and weekend work as needed. Work to be completed in accordance with local building codes and current DOT requirements.

Areas of Work: Parking lots at Richmond Virginia Medical Center 1201 Broad Rock Avenue (ALL

AREAS ARE APPROXOMATE AND LISTED IN SQUARE FEET)

1A 65572 9A 87187

2A 37955 10A 84177

1B 28474 11A 67067

1C 18573 12A 13786

2E 35117 13A 11164

3A 30536 14A 26057

4A 28941 15A 20268

4B 16770 15B 20883

5A 27329 15C 21355

5B 27018 15D 17950

6A 28527 16A 10834

6B 24156 16B 9855

6C 31500 18A 19710

7A 29297 18B 13585

8A 58124

Bid Items

The following bid alternate items shall be priced by the contractor.

A. BASE BID: All work as outlined in the Statement of Work

B. ALTERNATE NO. 1: Base Bid except delete lots 16A and 16B

C. ALTERNATE NO. 2: Alternate No. 1 except delete lots 18A and 18B

D. ALTERNATE NO. 3: Alternate No. 2 except delete lots 12A and 13A

E. ALTERNATE NO. 4: Alternate No. 3 except delete lots 1B and 1C

Completion Time: Construction shall take six (6) months (180 calendar days) after the notice to proceed.

Additional notes:

Contractor shall field verify all measurements, material quantities, and site conditions prior to submitting a bid.

• Any conditions that cannot be readily verified during site visit should be addressed in the RFI process and are the sole responsibility of the contractor making the bid to seek further information for any conditions that would need to be included in estimate.

Assumptions of existing conditions should not be made (no guarantees are made by the VA on unforeseen existing conditions)- if Contractor does not submit an RFI then Contractor assumption will be corrected at the Contractor’s expense.

Contractor will work with COR and VA Police in ensuring parking lots are closed before starting demolition.

Contractor is responsible for dust control during demolition and during hauling operations when traversing through the medical parking lots and roads.

Millings shall be distributed and spread on select VAMC sites, this include but are not limited to VALET parking lots, gravel roads and spoil sites.

Repainting will need to be completed before another parking lot is closed for demolition, all painting destroyed by milling will need to be repainted regardless of condition of paint before milling.

Contractor shall coordinate with COR for waste removal if needed. All waste shall be removed at the end of each day. Contractor shall remove and dispose of waste in accordance with all legal and VA Specification 01 74 19 Construction Waste Management. (www.cfm.va.gov/til/spec/017419.doc)

Contractor shall store all materials in approved lay down area. Contractor shall coordinate delivery, storage, and handling of all materials with the COR to designated prepared areas to minimize site storage time, impact to the hospital, and potential damage to stored materials.

Contractor shall follow all parking requirements specified in the general requirements as well as allowing no personal owned vehicles (POV) on job site, all contractor vehicles will be clearly marked with a company logo either on the vehicle or on the dashboard visible from 15 feet. Workers can park in the employee parking lot if not using company vehicles to arrive at job site.

1. The description of work in the solicitation document states work will be phased.

a. What are the VA’s expectations for the number of phases?

b. What is the extent of work the Contractor may complete in one phase?

The contractor is expected to complete each phase (mill, pave and paint) before proceeding to the next one. The next phase will be provided the next working day after the completion of the previous phase.

Phases can be completed in any order and a schedule will be provided by the Contractor. Below is a list of phases.

Phase Parking Areas (refer to project drawings) 1 1A, 2A (Access to parking garage must remain open at all times.)

2 1B, 1C 3 2E 4 3A 5 4A, 4B 6 5A, 5B 7 6A, 6B 8 6C, 7A 9 8A 10 9A 11 10A 12 11A 13 8B, 9B, 10B 14 14A, 15D 15 15A, 15B, 15C 16 Bldg 507 Parking Lot (18A, 18B)

2. The description of work states that some after hour and weekend work will be required. In order to bid this accurately, can the Government please confirm the extents of after-hours work?

a. Which lots will have to be done after hours?

Work in the phases shall be accomplished after normal business hours and on weekends. During normal business hours during the work week the parking lots will be returned to the VA in a condition suitable for use by the public.

b. Which lots will need to be after normal business hours vs. the lots which are required to be done during weekend (these two will have different cost impacts)?

Work must be performed after normal business hours, Monday through Friday, and on weekends.

Normal business hours are defined as 5am-8pm Monday through Friday. Weekends are Saturday and Sunday where work can be conducted at any time.

3. The description of work notes that the Contractor is responsible for dust control; are there specific measures to be taken which are expected by the facility? Normal industry standards of wetting (with the use of surfactants) or vacuum systems as needed to minimize dust and resulting silica dust exposure.

4. The description of work notes that millings shall be distributed and spread on select VAMC sites.

a. Please identify the specific lots, roads, and/or spoil sites which are to be utilized for this – this will impact pricing and must be known for contractors to accurately price.

The Valet lots (2B, 2C, and 2D) will receive a 2” deep layer of clean millings. Road shoulders of Delivery Dr. as well as the gravel Delivery Dr. and the EMS spoils area by building 516. See Figures 1, 2 and 3 at end of this document for illustration of required locations.

b. What is the extent of millings to be deposited in each of these areas?

2-inch-deep layer of clean millings at locations indicated in Figures 1 and 2. Pile millings at spoils pile adjacent to building 516 up to 5 feet in height as indicated on Figure 3.

c. Are their limitations to the quantity of millings that can be deposited in any of these areas?

For valet lots and roads, apply to depths indicated above. The millings spoil pile cannot exceed 100 cubic yards of material and no more than 5 feet high at its highest point.

d. Will the contractor still be responsible for removing a quantity of millings off site? If so, approximately what quantity of millings can be left on site, at the various locations in total, and how much must be removed entirely from the VAMC?

See above for millings placement. Any millings remaining are the responsibility of the contractor to remove. It is estimated that it will take approximately 870 cubic yards of millings to accomplish what’s indicated above.

5. Where will the Contractor’s lay down area be located?

The contractors lay down area will be the at the intersection of Delivery Drive and Veterans Ave. The grassy area will be set aside for this project, but the curbs and light poles will need to be protected and the area restored back to a grassy area once the job is finished. See Figure 4 for approximate size and location.

6. How much space will be permitted for the Contractor’s lay down area?

The entire grassy area specified previously may be used leaving a 50-foot buffer for the helicopter landing pad.

7. Is temporary power available for a Construction Trailer at the laydown/storage area?

No temporary power is available.

8. Can the prime contractor’s Site Superintendent fulfill the role of all Quality Control and Site Safety requirements, so long as they fulfill the outlined requirements and duties for all such positions?

The site superintendent may also fulfill the role of the Site Safety Manager. The Quality Control person must be another qualified employee of the company.

9. Will this project be Sales Tax Exempt?

No.

10. Are there access limitations to any of the areas included in this project?

No access limitations on any of the areas.

11. Will there be specific haul routes required for this project?

See Figure 5 indicating primary and secondary hauling routes.

12. Will water be available for Contractor use? a. If so, will this be provided at no cost?

Hydrants will be available to fill equipment tanks at no cost. Contractor shall provide and use a backflow preventer and valve assembly attached to the hydrant.

13. Project Specifications, 32 12 16, Articles 1.2.B and 1.2.C (and various subsequent sections) reference submittals and certifications related to a. Aggregate Base Courses, Asphalt Base/Surface Course, and Prime/Tack coat materials; however, according to the description of work, none of theseare applicable for this project. Please confirm if any of these requirements are applicable or if these specification references can be disregarded?

The specifications for the asphalt are included as part of the solicitation and must be conformed to. All submittals, certifications, products and execution terms outlined in the specification are required.

Aggregate/Asphalt base course specifications are included in the event a full depth repair needs to be completed, but it is not expected.

14. Can a specification section be provided for Pavement Markings?

The specification is included as Appendix B.

15. Are pavement markings to be redone in the same configuration in which they are currently existing, or are any changes expected? a. Can a clear plan be provided for asphalt markings?

The current markings shall be duplicated, mostly. A plan is attached as Appendix A containing the current layout with some changes.

16. Can the Superintendent perform a dual role as the SSHO as well?

Yes.

17. Can the PM perform dual role as the QCM as well?

Yes.

18. Spec Section 01 33 23 page 3 – A PDF is inserted into the spec’s appears to be an active link to the submittal register labeled ENG FORM 4288-R. pdf. For this project. Is it possible to receive a copy of this form?

A copy of the form is attached in Appendix C.

19. Spec Section 32 12 16 - 1 states Data and Test Reports are required. Will the VA provide spec section 01 45 29 TESTING LAB SERVICES for this project?

No field testing required by the specification 32 12 16. Material data, test reports and certifications are to be submitted, as specified, by the asphalt plant for the mix to be used for the work.

20. With repainting parking lots in the scope of work, will a spec section be given providing type, reflective qualities, etc. of painting requirements?

The specification is included in Appendix B

21. Should the contractor include pricing to remove or reattach any curbs encountered? If so, how many curbs is within this SOW?

There are approximately 250 (+/-) wheel stop curbs that will have to be removed, stored and returned as part of this project.

22. If the GC is responsible to maintain traffic control. Could the VA kindly provide VA safety requirements for road closures and or parking lot closures? Specifically, will flagmen, barricades, signage etc.?

The GC will be ultimately responsible for traffic control once a lot is turned over to ensure personal vehicles do not enter the parking lots currently being worked on. The contractor shall provide and manage barricades at the entrances of the current parking lot being worked on to keep traffic out of the lot. The contractor is responsible for providing flagmen on the rare occasion that work occurs in an active roadway (usually at the parking lot entrances).

23. Parking Lots 2C, 2D, and 2E are Stone Geogrid areas and an Overlay of asphalt is not recommended.

Will these lots require an asphalt overlay?

No, these areas will not be overlayed with asphalt. They will receive 2” of clean compacted asphalt millings.

24. A Submittal Register is not provided. Can the VA provide a Submittal Register?

See Appendix D for blank submittal register. The awarded contractor is required to submit a filled register.

25. A Specification is not given for the Geotextile Fabric. Please provide.

Geotextile Paving Fabric shall have the following characteristics.

• Meets AASHTO M288 specifications.

• Non-woven polypropylene & recycled polyester geotextile.

• Mass: 4.6 oz/sq. yd

• Grab Tensile Strength (ASTM D-4632): 120 lbs

• Grab Elongation (ASTM D-4632): 50%

• Asphalt Retention: 0.20 - 0.25 gal/yd

• Melting Point: 320°F

Contractor shall submit product data verifying that the contractor’s product will meet these characteristics. The fabric shall be placed in accordance with manufacturer’s recommendations.

26. For work at night, can the workers have access to bathrooms and canteens?

Workers have access to the Mall Area of the hospital from 6:00am – 12:00am daily. A porta-potty shall be provided by the contractor when working during times that the Mall Area is closed.

27. Is testing required and if so, what is the extent and requirements?

No testing required.

28. Please confirm the millings will stay onsite.

Some of the millings will remain onsite. See answer to question 4.

29. If millings are to stay onsite, is there a requirement for containment or erosion control?

See answer to question 4. Containment not required for milling piles under 5’ in height and less than 100 cubic yards.

30. Please confirm millings are to be for a 2-inch depth.

Milling in the Valet lot and the gravel area and the end of Delivery Dr. shall be placed 2 inches deep.

Shoulders adjacent to pavement along delivery drive shall be placed 3” deep as indicated in Figures 1, 2 and 3.

31. Please confirm one area at a time for the phasing and each area is to be complete with stripping before moving to the next area.

The phase being worked on will be completely paved and striped before moving to the next phase.

Parking lots in the phase shall be turned back over to the Government in a usable condition each morning during normal working hours (5:00am to 8:00pm), even if unfinished.

32. Please confirm no curb work is included except in case of damage by the KTR.

There is no curb and gutter work as part of this project, however if the contractor damages a curb and gutter, or needs to demo one for access, they are responsible for replacing it to match existing.

33. Please confirm the project will follow VDOT standards for weather and temperatures for paving.

The project will follow current VDOT standards for everything including temperature and weather.

34. How many people will be required to fill the positions of Superintendent, SSHO and QCM.

The Site Superintendent and SSHO may be the same qualified individual. The QCM and the SSHO may be the same qualified individual. The QCM must be a separate person from the Site Superintendent.

35. No spec is provided for the striping materials and methods. Please provide.

Specification 32 17 23 Pavement Markings is provided in Appendix B.

36. Is the replacement striping to follow the existing in all cases?

In most cases, it will follow existing, but there are some changes. A striping plan is provided in Appendix A that lays out the final striping for all lots.

37. Is there any anticipation for the removal and replacement of any signs?

No signs need to be removed to accomplish this work.

38. For the striping, no arrows or other delineation is shown on the plans, can this be provided?

See striping plan in Appendix A.

39. Lot 1A is shown with handicap emblems in spaces but other lots such as 3A, 4A, and 5A do not show the emblems, will these areas also need to have emblems provided?

See striping plan in Appendix A.

40. Page 10 of the solicitation, General Instructions state that the bid package may be submitted electronically to yourself at cilena.adams.gov and Guy Brooks @nicholas.ruppert@va.gov Is that the correct email address for Mr. Brooks?

Guy Brooks’ email address is: guy.brooks@va.gov

41. When submitting the bid package electronically, is it acceptable to provide a sealed copy of the bid bond, or is it required that the “live” bid bond be sent to your office in Hampton prior to the bid opening?

When submitting a bid package electronically, a sealed copy of the bid bond is acceptable prior to bid opening.

42. Is paving fabric indeed to be utilized for the project? If yes, what spec fabric and tac rate for application?

Yes, pavement fabric is required. See answer to Question 25 for fabric specifications. Tack coat application rate is 0.20 to 0.25 gallons of uncut paving grade asphalt tack coat.

43. To confirm, the successful bidder will be allowed to work nights and or weekends with proper notification of the COR.

Yes. See answer to Question 2. Work shall be conducted only after regular business hours and weekends.

44. How many parking lots can be opened at any point in time to be milled and paved?

See answer to Question 1.

45. Please detail how much of the millings will be needed to spread, where to, and are they to be graded to a specific grade and/or compacted??

See Figures 1, 2, and 3 for locations for milling placement and depths. Milling shall place to indicated depth following existing grade and roller compacted (Figures 1 and 2 only).

46. For the millings to be used as “Berms”, what size will the berms be and where will they be located?

No berms are required, just the milling placement in Figures 1, 2 and 3.

47. Will a “Teams” address be sent to the bidders to participate in the bid opening?

See Teams link below.

Microsoft Teams meeting

Join on your computer, mobile app or room device

Click here to join the meeting

Meeting ID: 212 103 859 699 Passcode: i3e2RP

Download Teams | Join on the web

Or call in (audio only)

+1 205-235-3524,,76665031# United States, Birmingham

Phone Conference ID: 766 650 31#

Find a local number | Reset PIN

Learn More | Meeting options

48. RFP Page 1 – section 10 states that the bid opening take place on 09/27 at 11am, however section 13.a states offers are due by 5pm on 09/27. Can you please confirm the correct date/time for bid submission?

Bid opening will take place on December 5, 2023, at 10:00AM, please use the Teams meeting link in question 47. The Offeror must have there bid submitted no later than 5:00 PM EDT one (1) day prior to the established bid date. All bids must be received by 5:00 PM EDT on December 4, 2023.

https://teams.microsoft.com/l/meetup-join/19%3ameeting_Y2Q4MzZlOTQtNjA4MS00YzU4LTg2ZWEtYzJjODRhYWQzNDlk%40thread.v2/0?context=%7b%22Tid%22%3a%22e95f1b23-abaf-45ee-821d-b7ab251ab3bf%22%2c%22Oid%22%3a%22032ac0a7-040f-4c3b-b2c1-2c49c807e926%22%7d https://www.microsoft.com/en-us/microsoft-teams/download-app https://www.microsoft.com/microsoft-teams/join-a-meeting tel:+12052353524,,76665031#%20 https://dialin.teams.microsoft.com/14a86cbc-ba2a-4dde-a83a-5b9e20685e48?id=76665031 https://dialin.teams.microsoft.com/usp/pstnconferencing https://aka.ms/JoinTeamsMeeting https://teams.microsoft.com/meetingOptions/?organizerId=032ac0a7-040f-4c3b-b2c1-2c49c807e926&tenantId=e95f1b23-abaf-45ee-821d-b7ab251ab3bf&threadId=19_meeting_Y2Q4MzZlOTQtNjA4MS00YzU4LTg2ZWEtYzJjODRhYWQzNDlk@thread.v2&messageId=0&language=en-US

49. It is understood that bids may be emailed/mailed prior to the deadline. Please confirm whether hand-delivered bids are also acceptable?

No, bids should be submitted by email to Cilena.Adams@va.gov and Guy.Brooks@va.gov or mailed to the following address.

Cilena Adams Department of Veterans Affairs Network Contracting Office 6 100 Emancipation Drive Hampton, VA 23667

50. RFP Page 8 – Additional Notes state that “assumptions of existing conditions should not be made”…”with no guarantees made by the VA on unforeseen existing conditions”, alluding that the contractor shall be responsible for all assumptions at their own expense, however, in accordance with FAR Clause 52.236-2 – Differing Site Conditions - if proper written notice is provided to the Contracting Officer regarding the differing site condition, the Contractor may be entitled to an equitable adjustment to their contract. The language in the RFP appears to conflict with this FAR Clause, can you please clarify how the Contractor should handle request for compensation for a differing site condition not listed within the project documents?

The language in the statement of work cannot override a mandatory contract clause. In the event of a conflict between the statement of work and a mandatory contract clause, the clause takes precedence.

51. It appears there has been a separate award for the parking lot painting and restriping at the Richmond VA Medical Center that conflicts with several parking lot areas listed in this solicitation. Is the contractor under the previous award going to be responsible for re-striping the parking lot spaces and the awarded contractor for this solicitation to repaint/restripe again after re-paving? We ask as the previously awarded contract may cause coordination overlap during this scope of work. Please advise.

The previous contractor will not have any responsibility for this project. This project will not proceed until the Notice to Proceed is issued by the Contracting Officer and there will be no overlap of work.

52. The statement of work on page 7 of the RFP states that a geotextile paving fabric shall be installed. There are numerous types of paving interlayers (paving fabric mats, fabric grids, composite grids, etc) that vary in price and ounces. Can you please provide a specification or further information on the type of Geotextile Fabric required for this project ( ie. Mirapave 600 Paving Fabric)? This will ensure all prospective bidders are competitively pricing the same type of product.

The Government cannot specify a particular brand of paving fabric. However, salient characteristics are listed in the answer to Question 25. I think you will find that the salient characteristics are equivalent to several paving fabrics on the market.

53. Spec 01 35 26 – Section 1.7 state that the QCM and the superintendent can be the same person.

However, it is not clear if the SSHO can also hold another position. Can you clarify if the VA is going to require 2 separate, full-time individuals, employed by the Prime Contractor on site at all times or will one individual be able to hold the title of QCM, SSHO, and superintendent?

See answer to Question 34.

54. It is our understanding that the Govt will determine the sequence of work for this project. Please provide a phasing plan for this work. This is needed to coordinate the number of mobilizations required.

See answer to Question 1.

55. Please provide a map showing area where the Contractor may set up temporary facilities (trailer, portable toilet, etc.)

See answer to question 5 and Figure 4.

56. What percentage of millings can be hauled off site?

See answer to Question 4d.

Figure 1: Valet areas requiring clean millings.

2B

2C

2D

2” deep clean compacted millings on gravel parking areas

Figure 2: Delivery Drive areas requiring clean millings

1C

2” deep millings on gravel road/area

3” deep millings on shoulders of asphalt road

Loading Dock Area

B-500

Figure 3: Millings spoils pile location

Millings Spoils Pile

(not more than 100 cubic yards)

B-507

Figure 4: Laydown Area

B-509

B-514

Figure 5: Hauling Routes.

Broad Rock Blvd Hauling Routes

Hopkins Road Hauling Routes

Appendix A: Striping Plan

MEDICAL CENTER

VALET PARKING

ELEVATOR LOBBY

PARKING

GARAGE

(521 SPACES)

VAN VAN VAN VAN VAN VAN VAN VAN VAN VAN VAN

652-23-125

REPAIR AND RESURFACE

PARKING LOTS

VAMC RICHMOND, VA

03-09-2023

PAVEMENT MARKINGS

C200

1' = 40'-0"

1A

1B

1C

2A

2B

2C

2D

PAINTING COLOR SCHEME

ADA PARKING

(BLUE LINES,

WHITE LETTERS,

WHITE ICON W/

BLUE

BACKGROUND)

REGULAR PARKING

STALL LINES AND

CROSSWALKS:

WHITE

NO PARKING

ZONES: SAFETY

YELLOW

FIRE LANES: RED

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MRI

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CENTER CIRCLE

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

VALET PARKING

652-23-125

REPAIR AND RESURFACE

PARKING LOTS

VAMC RICHMOND, VA

03-09-2023

PAVEMENT MARKINGS

C201

1' = 40'-0"

2D

2E

3A

4A

5A

5B

6A

6B

8A

8B

9A9B

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2ND STREET

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3RD STREET

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1ST STREET

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BROAD

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ROCK

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BOULEVARD

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UNNAMED DRIVE

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VA FORM 08-6231

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REPAIR AND RESURFACE

PARKING LOTS

VAMC RICHMOND, VA

03-09-2023

PAVEMENT MARKINGS

C202

1' = 40'-0"

9A

9B

6B

6C

7A

11A

10A

10B

16B

4B

4A

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WALL

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WALL

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WALL

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STAGE

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5TH ST. / VETERANS AVE

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4TH STREET

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3RD STREET

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6TH STREET

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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UP

REPAIR AND RESURFACE

PARKING LOTS

VAMC RICHMOND, VA

03-09-2023

PAVEMENT MARKINGS

C203

1' = 40'-0"

16A 13A

12A

11A

14A 15D 15C

15B

15A

15E

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HELIPAD

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WALL

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WALL

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WALL

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WALL

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5TH ST. / VETERANS AVE

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EAST AVENUE

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6TH STREET

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DELIVERY DRIVE

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HOPKINS ROAD

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

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VA FORM 08-6231

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A

B

C

D

E

R R

516-B

1080 SF

516-A

912 SF

516-C

912 SF

516-D

1080 SF

516-F

1080 SF

516-E

912 SF

652-23-125

REPAIR AND RESURFACE

PARKING LOTS

VAMC RICHMOND, VA

03-09-2023

PAVEMENT MARKINGS

C204

1' = 40'-0"

16B

17A

18B

18A

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EAST AVENUE

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AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

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AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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VA FORM 08-6231

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Appendix B: Specification 32 17 23 Pavement Markings

08-01-16

32 17 23 - 1

SECTION 32 17 23

PAVEMENT MARKINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Paint on pavement surfaces, in form of parking bays, areas restricted to handicapped persons, crosswalks, and other detail pavement markings.

1.2 RELATED REQUIREMENTS

A. Paint VOC Limits: <100g/L

B. Paint Color:

1. Parking bays, crosswalks, general lettering: White

2. No parking area hatching, lettering: Safety Yellow

3. ADA Handicapped parking markings(lines and iconography background):

Blue

4. ADA Handicapped Iconography and Lettering: White

5. Fire lane markings and lettering: Red

1.3 APPLICABLE PUBLICATIONS

A. Comply with references to extent specified in this section.

B. Federal Specifications (Fed. Spec.):

1. TT-P-1952F - Paint, Traffic and Airfield Marking, Waterborne.

C. Master Painters Institute (MPI):

1. No. 97 - Traffic Marking Paint, Latex.

1.4 SUBMITTALS

A. Submittal Drawings:

1. Show pavement marking configuration and dimensions.

2. Show international symbol of accessibility at designated parking spaces.

B. Manufacturer's Literature and Data:

1. Description of each product.

2. Application instructions.

C. Samples:

1. Paint: 200 mm (8 inches) square, each type and color.

D. Certificates: Certify products comply with specifications.

E. Qualifications: Substantiate qualifications comply with specifications.

1. Installer with project experience list.

32 17 23 - 2

1.5 QUALITY ASSURANCE

A. Installer Qualifications:

1. Regularly installs specified products.

2. Installed specified products with satisfactory service on five similar installations for minimum five years.

a. Project Experience List: Provide contact names and addresses for completed projects.

1.6 DELIVERY

A. Deliver products in manufacturer's original sealed packaging.

B. Mark packaging, legibly. Indicate manufacturer's name or brand, type, color, production run number, and manufacture date.

C. Before installation, return or dispose of products within distorted, damaged, or opened packaging.

1.7 STORAGE AND HANDLING

A. Store products indoors in dry, weathertight conditioned facility.

B. Protect products from damage during handling and construction operations.

1.8 FIELD CONDITIONS

A. Environment:

1. Product Temperature: Minimum 13 degrees C (55 degrees F) for minimum

48 hours before installation.

a. Surface to be painted and ambient temperature: Minimum

10 degrees C (50 degrees F) and maximum 35 degrees C

(95 degrees F).

B. Field Measurements: Verify field conditions affecting traffic marking installation. Show field measurements on Submittal Drawings.

1.9 WARRANTY

A. Construction Warranty: FAR clause 52.246-21, "Warranty of

Construction."

PART 2 - PRODUCTS

2.1 SYSTEM PERFORMANCE

A. Design paint complying with specified performance:

1. Application: Fed. Spec. TT-P-1952.

2.2 PRODUCTS - GENERAL

A. Provide each product from one manufacturer and from one production run.

32 17 23 - 3

1. Low Pollutant-Emitting Materials: VOC content <100g/L

2.3 PAINT APPLICATOR

A. Apply marking paint with approved mechanical equipment. Provide equipment with constant agitation of paint and travel at controlled speeds. Synchronize one or more paint "guns" to automatically begin and cut off paint flow in case of skip lines. Equipment to have manual control to apply continuous lines of varying length and marking widths as indicated on Drawings. Provide pneumatic spray guns for hand application of paint in areas where mobile paint applicator cannot be used.

2.4 PAINT

A. Paint: MPI No. 97. For obliterating existing markings comply with

Fed. Spec. TT-P-1952. Provide minimum 18 L (5 gallons) containers.

2.5 REFLECTIVE GLASS BEADS

A. Beads: Comply with Fed. Spec. TT-B-1325, Type I, Gradation A. In regions of high humidity, coat beads with silicone or other suitable waterproofing material to ensure free flow. Provide glass beads in containers suitable for handling and strong enough to prevent loss during shipment.

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine and verify substrate suitability for product installation.

1. Allow new pavement surfaces to cure for period of a minimum 7 days before application of marking materials.

B. Protect existing construction and completed work from damage.

C. Clean substrates. Remove contaminants capable of affecting subsequently installed product's performance.

1. Remove dust, dirt, and other granular surface deposits by sweeping, blowing with compressed air, rinsing with water, or combination of these methods.

2. Completely remove rubber deposits, existing paint markings, and other coatings adhering to pavement with scrapers, wire brushings, sandblasting, mechanical abrasion, or approved chemicals as directed by Contracting Officer's Representative.

32 17 23 - 4

3. As an option, comply with Fed. Spec. TT-P-1952 for removal of existing paint markings on asphalt pavement. Apply black paint in as many coats as necessary to completely obliterate existing markings.

4. Scrub affected areas with several applications of trisodium phosphate solution or other approved detergent or degreaser, and rinse thoroughly after each application, Where oil or grease are present on old pavements to be marked, .

a. After cleaning, seal oil-soaked areas with cut shellac to prevent bleeding through new paint.

5. Clean and dry surface before pavement marking. Do not begin any marking until Contracting Officer's Representative inspected surface and gives permission to proceed.

3.2 INSTALLATION - GENERAL

A. Install products according to manufacturer's instructions and approved submittal drawings.

1. When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's Representative consideration.

3.3 PAINT APPLICATION

A. Apply uniformly painted and reflective pavement marking of required colors, length, and width with true, sharp edges and ends on properly cured, prepared, and dried surfaces.

B. Comply with details as indicated on drawings and established control points.

C. Apply paint at wet film thickness of 0.4 mm (0.015 inch). Apply paint in one coat. When directed by Contracting Officer's Representative, apply additional coats at markings showing light spots. Comply with paint manufacturer's maximum drying time requirements to prevent undue softening of asphalt, and pick-up, displacement, or discoloration by tires of traffic.

D. When deficiency in marking drying occurs, discontinue paint operations until cause of slow drying is determined and corrected.

E. Remove and replace marking applied less than minimum material rates, deviates from true alignment, exceeds stipulated length and width tolerances, or shows light spots, smears, or other deficiencies or irregularities.

32 17 23 - 5

3.4 DETAIL PAVEMENT MARKING APPLICATION

A. Apply Detail Pavement Markings, exclusive of actual traffic lane marking as follows:

1. At exit and entrance islands and turnouts.

2. On curbs.

3. At crosswalks.

4. At parking bays.

5. Other locations as indicated on drawings.

B. Apply International Handicapped Symbol at indicated parking spaces.

Color as shown in Figure A in this specificaton. Apply paint for symbol using suitable template that will provide pavement marking with true, sharp edges and ends.

C. Install detail pavement markings of colors, widths and lengths, and design pattern at locations indicated on drawings.

3.5 TOLERANCES

A. Length and Width of Lines: Plus or minus 75 mm (3 inches) for length and plus or minus 3 mm (1/8 inch) for width, respectively, in case of skip markings.

B. Length of intervals exceeding line length tolerance are not acceptable.

3.6 CLEANING

A. Remove excess paint before paint sets.

32 17 23 - 6

Figure A: International Symbol of Accessibility Parking Space Marking

- - - E N D - - -

36”

30”

56”

56”

Appendix C: ENG Form 4288-R

Appendix D: Draft Submittal Register

A C T I V I T Y

N O

TRANS-

MITTAL

NO.

I T E M

N O

SPECIFICATION

PARAGRAPH

NUMBER

DESCRIPTION OF ITEM SUBMITTED

D A T A

D R A W I N G S

I N S T R U C T I O N S

S C H E D U L E S

S T A T E M E N T S

R E P O R T S

C E R T I F I C A T E S

S A M P L E S

R E C O R D S

I N F O R M A T I O N

O N L Y

G O V E R N M E N T

A P P R O V E D

R E V I E W E R

SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

C O D E

DATE

SUBMIT

TO

GOVERN-

MENT

C O D E

DATE REMARKS

a b c d e f g h I j k l m n o p q r s t u v w x y z

SUBMITTAL REGISTER CONTRACT NO.

(ER 415-1-10)

SPECIFICATION SECTIONTITLE AND LOCATION CONTRACTOR

GOVERNMENT

ACTION

ENG FORM 4288-R, OCT 99 EDITION OF SEP 93 IS OBSOLETE PAGE_______ OF_______ PAGES (Proponent CEMP-CE)

TYPE OF SUBMITTAL CLASSI-

FICATION

CONTRACTOR

SCHEDULE DATES

CONTRACTOR ACTION