Drawings.docx
DOCX document 2 MB Posted
- Attached to
- Z1DA--36C242-25-AP-2131 | 528-25-2-8192-0011 Resurface roads and Patient Parking Lot (VA-25-00058338)
- Solicitation number
- 36C24225B0025
About this file
The file contains technical specifications and detailed requirements for a roadway resurfacing project at the Stratton VA Medical Center in Albany, NY. The project involves pavement markings and asphalt paving, with specific requirements for materials, application methods, and quality standards. Key technical specifications include using latex traffic marking paint from Sherwin Williams in yellow and white colors, applying paint at a wet film thickness of 0.4 mm, and following strict temperature and surface preparation guidelines.
The project requires the contractor to utilize the Autodesk Build Construction Management Platform (Autodesk Construction Cloud) for project collaboration and communication. Contractors must request platform access within 14 days of contract award, complete mandatory training, and use the platform for all official project correspondence including submittals, RFIs, schedules, and site surveys. The solicitation (36C24225B0025) is issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2, with the specific objective of resurfacing roadways and the patient parking lot at the Albany VAMC.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C24225B0025 0002.docx | DOCX document | |
| 36C24225B0025 0001.docx | DOCX document | |
| WD.pdf | ||
| Site Visit Sign In Sheet Resurface Parking Lot.pdf | ||
| Pavement Markings.docx | DOCX document | |
| Sustainable Construction Requirements.docx | DOCX document | |
| Asphalt Paving.docx | DOCX document | |
| Buy American Certificate.pdf | ||
| General Requirements.docx | DOCX document | |
| Striping.pdf | ||
| Quality Control.docx | DOCX document | |
| Solicitation Resurface Roadways and Patient Parking Lot.pdf | ||
| Safety Requirements.docx | DOCX document | |
| Joint Sealants.docx | DOCX document | |
| Project Schedule.docx | DOCX document | |
| Resurface Visitor Lot 2.pdf | ||
| Testing Laboratory Services.docx | DOCX document | |
| Earthwork.docx | DOCX document | |
| Auto Desk Build Documentation.pdf | ||
| Resurface Visitor Lot 1.pdf | ||
| Construction Waste Management.docx | DOCX document | |
| Demolition.docx | DOCX document | |
| Wage Determination.pdf | ||
| VA Notice of Limitations on Subcontracting.docx | DOCX document | |
| Shop Drawings and Product Data.docx | DOCX document |
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Text version
AREA TO BE RESURFACED
ROADWAY MARKING (Example)
SECTION 09 06 00-SCHEDULE FOR FINISHES
VAMC: Stratton VAMC Location: Albany NY Project no. and Name: Resurface Roadways and Patient Parking Lot Submission Date: 6/24/24
PART 1 - GENERAL
1.1 DESCRIPTION
A. This section contains a coordinated system in which requirements for materials specified in other sections shown are identified by abbreviated material names and finish codes in the room finish schedule or shown for other locations.
1.2 MANUFACTURERS
A. Manufacturer’s trade names and numbers used herein are only to identify colors, finishes, textures and patterns. Products of other manufacturer’s equivalent to colors, finishes, textures and patterns of manufacturers listed that meet requirements of technical specifications will be acceptable upon approval in writing by contracting officer for finish requirements.
1.3 APPLICABLE PUBLICATIONS
| A. | Publications listed below form a part of this specification to the extent referenced. Publications are referenced in text by basic designation only. |
| B. | MASTER PAINTING INSTITUTE: (MPI) |
| 6/1/2019 | Architectural Painting Specification Manual |
PART 2 - PRODUCTS
2.1 DIVISION 31 - EARTHWORK
| A. | SECTION 32 17 23, PAVEMENT MARKINGS. | ||||
| Color | Manufacturer | MFG. Color Name/No. | |||
| Yellow | Sherwin Williams | Pro-Park/B97YD2467 | |||
| White | Sherwin Williams | Pro-Park/B97WD2434 |
- - - E N D - -
SECTION 32 17 23
PAVEMENT MARKINGS
GENERAL
SUMMARY
Section Includes:
Paint on pavement surfaces, in form of traffic lanes, parking bays, areas restricted to handicapped persons, crosswalks, and other detail pavement markings.
RELATED REQUIREMENTS
Paint VOC Limits: Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS.
Paint Color: Section 09 06 00, SCHEDULE FOR FINISHES.
APPLICABLE PUBLICATIONS
Comply with references to extent specified in this section.
Federal Specifications (Fed. Spec.):
TTP1952F - Paint, Traffic and Airfield Marking, Waterborne.
Master Painters Institute (MPI):
No. 97 - Traffic Marking Paint, Latex.
SUBMITTALS
Manufacturer's Literature and Data:
Description of each product.
Application instructions.
Certificates: Certify products comply with specifications.
Qualifications: Substantiate qualifications comply with specifications.
Installer with project experience list.
QUALITY ASSURANCE
Installer Qualifications:
Regularly installs specified products.
Installed specified products with satisfactory service on five similar installations for minimum five years.
Project Experience List: Provide contact names and addresses for completed projects.
DELIVERY
Deliver products in manufacturer's original sealed packaging.
Mark packaging, legibly. Indicate manufacturer's name or brand, type, color, production run number, and manufacture date.
Before installation, return or dispose of products within distorted, damaged, or opened packaging.
STORAGE AND HANDLING
Store products indoors in dry, weathertight conditioned facility.
Protect products from damage during handling and construction operations.
FIELD CONDITIONS
Environment:
Product Temperature: Minimum 13 degrees C (55 degrees F) for minimum 48 hours before installation.
Surface to be painted and ambient temperature: Minimum 10 degrees C (50 degrees F) and maximum 35 degrees C (95 degrees F).
Field Measurements: Verify field conditions affecting traffic marking installation.
WARRANTY
Construction Warranty: FAR clause 52.24621, "Warranty of Construction."
PRODUCTS
SYSTEM PERFORMANCE
Design paint complying with specified performance:
Application: Fed. Spec. TTP1952.
PRODUCTS - GENERAL
Basis of Design: Section 09 06 00, SCHEDULE FOR FINISHES.
Provide each product from one manufacturer and from one production run.
Low PollutantEmitting Materials: Comply with VOC limits specified in Section 01 81 13, SUSTAINABLE CONSTRUCTION REQUIREMENTS for the following products:
Paints and coatings.
PAINT APPLICATOR
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. // Use separate piece of equipment when equipment does not have glass bead dispenser. Adjust and synchronize equipment with paint applicator to distribute reflective beads on paint lines uniformly within ten seconds without any waste. //
PAINT
Paint: MPI No. 97. For obliterating existing markings comply with Fed. Spec. TTP1952. Provide minimum 18 L (5 gallons) containers.
EXECUTION
PREPARATION
Examine and verify substrate suitability for product installation.
Protect existing construction and completed work from damage.
Clean substrates. Remove contaminants capable of affecting subsequently installed product's performance.
Remove dust, dirt, and other granular surface deposits by sweeping, blowing with compressed air, rinsing with water, or combination of these methods.
As an option, comply with Fed. Spec. TTP1952 for removal of existing paint markings on asphalt pavement. Apply black paint in as many coats as necessary to completely obliterate existing markings.
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, .
Clean and dry surface before pavement marking. Do not begin any marking until Contracting Officer's Representative inspected surface and gives permission to proceed.
INSTALLATION - GENERAL
Install products according to manufacturer's instructions and approved submittal drawings.
When manufacturer's instructions deviate from specifications, submit proposed resolution for Contracting Officer's Representative consideration.
PAINT APPLICATION
Apply uniformly painted pavement marking of required colors, length, and width with true, sharp edges and ends on properly cured, prepared, and dried surfaces.
Comply with details as indicated on drawings and established control points.
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 pickup, displacement, or discoloration by tires of traffic.
When deficiency in marking drying occurs, discontinue paint operations until cause of slow drying is determined and corrected.
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.
DETAIL PAVEMENT MARKING APPLICATION
Apply Detail Pavement Markings, exclusive of actual traffic lane marking as follows:
At exit and entrance islands and turnouts.
On curbs.
At crosswalks.
At parking bays.
Other locations as indicated on drawings.
Install detail pavement markings of colors, widths and lengths, and design pattern at locations indicated on drawings.
TOLERANCES
Length and Width of Lines: Plus or minus 75 mm (3 inches) and plus or minus 3 mm (1/8 inch), respectively, in case of skip markings.
Length of intervals exceeding line length tolerance are not acceptable.
CLEANING
Remove excess paint before paint sets.
PROTECTION
Protect pavement markings from traffic and construction operations.
Protect newly painted markings from vehicular traffic until paint is dry and track free.
Place warning signs at beginning of wet line, and at points well in advance of marking equipment for alerting approaching traffic from both directions.
Place small flags or other similarly effective small objects near freshly applied markings at frequent intervals to reduce crossing by traffic.
- - - E N D - -
SECTION 32 12 16
ASPHALT PAVING
PART 1 GENERAL
1.1 DESCRIPTION
This work shall cover the composition, mixing, construction upon the prepared subgrade, and the protection of hot asphalt concrete pavement. The hot asphalt concrete pavement shall consist of an aggregate or asphalt base course and asphalt surface course constructed in conformity with the lines, grades, thickness, and cross sections as shown. Each course shall be constructed to the depth, section, or elevation required by the drawings and shall be rolled, finished, and approved before the placement of the next course.
1.2 RELATED WORK
A. Pavement Markings: Section 32 17 23, PAVEMENT MARKINGS.
1.3 SUBMITTALS
| A. | Certifications: |
| 1. | Asphalt prime and tack coat material certificate of conformance to State Highway Department requirements. |
| 2. | Asphalt cement certificate of conformance to State Highway Department requirements. |
| 3. | Jobmix certification Submit plant mix certification that mix equals or exceeds the State Highway Specification. |
| D. | One copy of State Highway Department Specifications. |
E. Provide MSDS (Material Safety Data Sheets) for all chemicals used on ground.
PART 2 PRODUCTS
2.1 GENERAL
A. Asphaltic base and asphalt concrete materials shall conform to the requirements of the following and other appropriate sections of the latest version of the State Highway Material Specifications, including amendments, addenda and errata. Where the term "Engineer" or "Commission" is referenced in the State Highway Specifications, it shall mean the VA Resident Engineer or VA Contracting Officer.
2.2 AGGREGATES
| A. | Asphaltic base course: |
| 1. | Maximum particle size not to exceed 25.4mm(1”). |
| 2. | Where conflicts arise between this specification and the requirements in the latest version of the State Highway Specifications, the State Specifications shall control. |
| E. | Aggregates for asphaltic concrete paving: Provide a mixture of sand, mineral aggregate, and liquid asphalt mixed in such proportions that the percentage by weight will be within: |
| Sieve Sizes |
| Percentage Passing |
| 19mm(3/4") |
| 100 |
| 9.5mm(3/8") |
| 67 to 85 |
| 6.4mm(1/4") |
| 50 to 65 |
| 2.4mm(No. 8 mesh) |
| 37 to 50 |
| 600µm(No. 30 mesh) |
| 15 to 25 |
| 75µm(No. 200 mesh) |
| 3 to 8 |
plus 50/60 penetration liquid asphalt at 5 percent to 6-1/2 percent of the combined dry aggregates.
2.3 ASPHALTS
| A. | Comply with provisions of Asphalt Institute Specification SS2: | ||
| 1. | Asphalt cement: | Penetration grade 50/60 | |
| 2. | Prime coat: | Cut-back type, grade MC-250 | |
| 3. | Tack coat: | Uniformly emulsified, grade SS-1H |
2.4 SEALER
| A. | Provide a sealer consisting of suitable fibrated chemical type asphalt base binders and fillers having a container consistency suitable for troweling after thorough stirring and containing no clay or other deleterious substance. |
| B. | Where conflicts arise between this specification and the requirements in the latest version of the State Highway Specifications, the State Specifications shall control. |
PART 3 EXECUTION
3.1 GENERAL
The Asphalt Concrete Paving equipment, weather limitations, jobmix formula, mixing, construction methods, compaction, finishing, tolerance, and protection shall conform to the requirements of the appropriate sections of the State Highway Specifications for the type of material specified.
3.2 MIXING ASPHALTIC CONCRETE MATERIALS
| A. | Provide hot plant-mixed asphaltic concrete paving materials. |
| 1. | Temperature leaving the plant: 143 degrees C(290 degrees F) minimum, 160 degrees C(320 degrees F) maximum. |
| 2. | Temperature at time of placing: 138 degrees C(280 degrees F) minimum. |
3.3 BASE COURSES
| A. | Base |
| 1. | Spread and compact to the thickness shown on the drawings. |
| 2. | Rolling shall begin at the sides and continue toward the center and shall continue until there is no movement ahead of the roller. |
| 3. | After completion of the base rolling there shall be no hauling over the base other than the delivery of material for the top course. |
| C. | Thickness tolerance: Provide the compacted thicknesses shown on the Drawings within a tolerance of minus 0.0mm (0.0") to plus 12.7mm (0.5"). |
| D. | Smoothness tolerance: Provide the lines and grades shown on the Drawings within a tolerance of 5mm in 3m (3/16 inch in ten feet). |
| E. | Moisture content: Use only the amount of moisture needed to achieve the specified compaction. |
3.4 PLACEMENT OF ASPHALTIC CONCRETE PAVING
| A. | Remove all loose materials from base. |
| B. | Apply the specified prime coat, and tack coat where required, and allow to dry in accordance with the manufacturer’s recommendations as approved by the Architect or Engineer. |
| C. | Receipt of asphaltic concrete materials: |
| 1. | Do not accept material unless it is covered with a tarpaulin until unloaded, and unless the material has a temperature of not less than 130 degrees C(280 degrees F). |
| 2. | Do not commence placement of asphaltic concrete materials when the atmospheric temperature is below 10 degrees C (50 degrees F), not during fog, rain, or other unsuitable conditions. |
| D. | Spreading: |
| 1. | Spread material in a manner that requires the least handling. |
| 2. | Where thickness of finished paving will be 76mm (3") or less, spread in one layer. |
| E. | Rolling: |
| 1. | After the material has been spread to the proper depth, roll until the surface is hard, smooth, unyielding, and true to the thickness and elevations shown own the drawings. |
| 2. | Roll in at least two directions until no roller marks are visible. |
| 3. | Finished paving smoothness tolerance: |
| a. | No depressions which will retain standing water. |
| b. | No deviation greater than 3mm in 1.8m (1/8" in six feet). |
3.5 PROTECTION
Protect the asphaltic concrete paved areas from traffic until the sealer is set and cured and does not pick up under foot or wheeled traffic.
3.6 FINAL CLEAN-UP
Remove all debris, rubbish, and excess material from the work area.
Autodesk Build Construction Management Platform
1. Autodesk build construction management platform:
A) The Contractor shall utilize VISN 2 Autodesk Build Construction management platform, also called Autodesk Construction Cloud (ACC).
B) Access to the platform and training portal will be provided by VISN 2 through project Contracting Officer Representative (COR) at no cost for the duration of the project. Autodesk Build is the management and collaborative environment that VISN 2 uses for all its Non-Recurring Maintenance (NRM), Minor Program projects, Feasibility Studies, Commissioning and Retro-Commissioning contracts. There is no user, license, or subscription fee to the contractor for using this cloud-based platform.
C) The Contractor shall accomplish and complete the following tasks upon award of contract:
i. Request access to ACC platform and ProductivityNOW eLearning Site to project VA COR within 14 days of contract award. Only staff that shall utilize the platform to be granted access. Examples: Project manager, sub-contractors POC, Site manager, Safety officer, etc.
ii. The access request shall be in writing and include a list of staff. The list shall include the following information: a) Full Name
b) Company Name
c) Email Address
d) Role/Position on the project (i.e., Project manager, site super)
iii. Contractor staff granted access to the ACC platform shall complete ACC training through ProductivityNOW eLearning platform and provide certificates of completion to COR within 12 Calendar days of access being granted. Initial access to ProductivityNOW eLearning platform shall expire after 12 Calendar days after online access is granted.
D) Additional Staff and Subcontractors can be added at any time with a request submission to the project COR.
E) The contractor shall only use the ACC platform for contract required submissions, official project correspondence to be acknowledged, reviewed, and actioned by the responsible party. No additional time shall be added to the contract, nor an increase in contract amount be provided for the contractor’s failure to utilize the ACC platform as the project’s official communication and collaboration system. Any correspondence out of platform shall not be the governing authority contradicting direction and will be at the contractor’s expense. Official project correspondence and collaboration includes but not limited to: RFIs, submittals, schedules, shutdown requests, actionable tasks, reports, testing, safety inspections, photos, and site surveys.
F) Contractor shall inform the COR of any staff changes within 2 business days from the change. Staff changes pertains to staff granted access to the ACC platform. Contractor shall request termination of access, replacement of personnel and/or any other action that might impact the contractor ability to maintain required utilization of the platform.
G) Contractor submission requirements cannot be accepted for work to begin without meeting all ACC Platform requirements outlined herein, including completing required ACC platform training.
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