Addendum # 2 - BidNet

Ten Park Plaza, Suite 4160, Boston, MA 02116Tel: 857-368-4636, TTY: 857-368-0655

www.mass.gov/massdotLeading the Nation in Transportation Excellence

MassDOT Central Research and Materials Laboratory Move Coordinator RFP

Move from South Boston to Hopkinton, MA ‐ August 2016 MassDOT Project No. 602874

Addendum # 2

November 6, 2015

The selection of Move Coordinator will be a qualification based selection and will not necessarily be the lowest priced proposal.

The RFP will be posted on Commbuys in accordance with the Commonwealth’s procurement process. All edits to the RFP are included in this Addendum #2.

1. Page 1 ¶ # 2. Delete in entirety and replace with:

Proposals should be submitted to MassDOT in care of Stephanie LeBlanc, MassDOT, Ten Park Plaza, Suite 7520, Boston, MA 02110. Each Respondent shall submit in a sealed package two(2) hard copies of its proposal and one (1) electronic copies in PDF format on disks by 2:00pm on Monday, November 16, 2015. If there is no change from the prior submittal the Bidder may submit a letter to that effect, a duplicative submittal is not necessary. However the letter must be received in hard copy. The package shall be clearly marked on the outside, "Move Coordinator Services for The MassDOT Central Research and Materials Laboratory," and shall clearly identify the Respondent's name and business address, and the name, email address and telephone number for the contact person.

2. Page 1 ¶ # 5. Delete “per M.G.L. c30B sec 4”, and replace with “per 801 CMR, 21.00”

3. Page 3 V.B. PRICE PROPOSAL. Insert:

3) Provide a total project estimated hours and estimated Fee, inclusive of the specific tasks identified in V.B.2. a – d.

Total Project Estimated # hours_____________ Estimated Fee________________

Ten Park Plaza, Suite 4160, Boston, MA 02116 Tel: 857-368-4636, TTY: 857-368-0655

www.mass.gov/massdot Leading the Nation in Transportation Excellence

MassDOT Central Research and Materials Laboratory Move Coordinator RFP

Move from South Boston to Hopkinton, MA - August 2016 MassDOT Project No. 602874

Addendum # 1 The following questions have been submitted by the Move Coordinator RFP respondees, and MassDOT has responded.

Questions from Fort Point Project Management

1. Q. Please identify the additional sites / scope / number of staff / major equipment also relocating to the new Hopkinton site.

A. The Pavement Management Group, a staff of eight, currently located in Concord will be moving to the new Lab. The PM Server equipment has been identified on the drawings. However beyond the specialty vehicles, the garage equipment has not been catalogued. The move coordinator’s work to support this portion of the move will be based on the fee schedule provided by the bidder in RFP item V.B.1.

2. Q. Please identify the vendor and process for the relocation of hazardous materials. B. MassDOT currently has a vendor on state contract to handle hazardous

materials, but the vendor for this work has not been determined at this time; the move coordinator will assist in developing a scope of services for this service.

3. Q. Are key equipment service providers engaged re; specialized equipment relocation and recalibration?

A. The move coordinator will inventory existing equipment, work with key MassDOT personnel to identify existing service contracts and any specific relocation requirements.

4. Q. Please identify the logistical constraints associated with the relocation of the curing concrete cylinders (ie moisture control).

A. The cylinders will need to be kept in a temperature and moisture controlled environment.

5. Q. Pricing Proposal – lists component pricing a – d, currently does not include move execution, post move, etc, or is that intended to be covered in point 1?

A. The fee schedule provided by the bidder in RFP item V.B.1 will be the basis of payment for these activities.

Questions from Relotek

6. Q. Is there a deadline for final questions before the proposal due date (2:00pm, 10/23)?

A. Tuesday October 20, 2015 at noon. 7. Q. Should Scope of Move be amended to include a Statement of Work for

environmental (chemical) movers, and if so, should pricing be separate or should it be included in part 2a of the pricing.

A. Do not include in part 2a, this may be required and if so the fee schedule provided by the bidder in RFP item V.B.1 will be the basis of payment for these activities.

8. Q. Re: “preparation of equipment placement plans”, approximately what percent of significant equipment is already sited on the plans. Because a lot of equipment is shown on the floorplans attached as part of the RFP, it is not clear if the scope is to site or confirm the placement of equipment.

A. Assume 95% of the equipment has been sited on the plans. The scope is to confirm the placement of equipment and identify all necessary support systems (water, power, data, gas, venting) have been identified; at this time all known equipment has been sited.

9. Q. Will all vendors (i.e., movers, riggers, manufacturers’ reps, etc.) work directly for and be paid by the Commonwealth?

A. The mover will contract directly with the Commonwealth; other vendors may be subs to the mover or contract directly with the Commonwealth. It is not anticipated that the Move Coordinator will employ subs.

10. Q. At what additional locations are people and/or equipment located (to be moved to Hopkinton)?

A. The Pavement Management Group will be relocated from Concord to Hopkinton. See the response to Question 1.

11. Q. Will the move coordinator be expected to provide welcome/informational packets for those moving to Hopkinton?

A. The move coordinator may be asked to provide these packets; if so the fee schedule provided by the bidder in RFP item V.B.1 will be the basis of payment for these activities.

12. Q. Will the move coordinator (vs the architects) be responsible for file management – managing the transition/conversion from existing filing cabinets to new (or a mix of existing and new) file cabinets

A. Yes. 13. Q. Is there in-house support for disconnecting equipment (i.e., equipment that is hard-

wired, vented, etc.) or will the move coordinator be responsible for sourcing contractors?

A. Yes there are MassDOT in-house trades and vendors on contract that can assist in disconnecting equipment. The move coordinator will coordinate these activities.

14. Q. Should the price proposal be amended to provide estimate of hours and fee for the move itself (multiple move days)?

A. It is not necessary as the fee schedule provided by the bidder in RFP item V.B.1 will be the basis of payment for these activities.

15. Q. Will the move coordinator be responsible for any aspect of decommissioning the D Street labs?

A. Yes the move coordinator may play a role, the fee schedule provided by the bidder in RFP item V.B.1 will be the basis of payment for these activities.

Questions from Fox Corp.

16. Q. The pricing is made up of 4 sections: Develop Statement of Work / Equipment Inventory /Equipment Placement Plans / Equipment Utilities Conformation. The scope and pricing do not reference the relocation i.e. Relocation planning, vendor onboarding, specialty vendor coordination, move day coordination, move communication, post move. Is this scope included? How should the costs associated with this be indicated?

A. The fee schedule provided by the bidder in RFP item V.B.1 will be the basis of payment for these activities.

17. Q. Are the file cabinets being reused? A. No.

18. Q. If new file cabinets are being purchased, then is the move coordinator responsible for file mapping and planning?

A. Yes. 19. Q. Is the move coordinator responsible for hiring and coordinating the chemical vendor?

A. MassDOT will provide a list of state approved vendors; the move coordinator will not be contracting with the vendor, but will coordinate with.

20. Q. III – second bullet – what is being cataloged? A. Office files will be catalogued.

21. Q. Are other locations being relocated? If so what and from where? A. The Pavement Management Group will be relocated from Concord to

Hopkinton. See the response to Question 1. 22. Q. Is move coordinator responsible for the coordination of new equipment being

purchased? A. The move coordinator will coordinate the delivery and installation of new

equipment. 23. Q. Will a purge effort in the offices and labs be undertaken prior to the relocation? Is

the move coordinator expected to lead this effort? A. Yes, furniture, files, equipment and samples will require sorting: move,

abandon in place, dispose of, or go to State Surplus. Yes, the move coordinator will lead the effort.

24. Q. There were no riggers listed in the RFQ, is there an approved list? A. We expect the rigger to be a subcontractor of the selected moving company.

Ten Park Plaza, Suite 4160, Boston, MA 02116 Tel: 857-368-4636, TTY: 857-368-0655

www.mass.gov/massdot Leading the Nation in Transportation Excellence

Request for Qualifications – Move Coordinator Services MassDOT Central Research and Materials Laboratory Move from South Boston to Hopkinton, MA - August 2016 MassDOT Project No. 602874 I. NOTICE OF REQUEST FOR PROPOSALS The Massachusetts Department of Transportation (MassDOT) requests proposals from qualified firms to provide Move Coordinator Services for MassDOT’s Central Research and Materials Laboratory construction project. Proposals should be submitted to MassDOT in care of Stephanie LeBlanc, MassDOT, Ten Park Plaza, Suite 7520, Boston, MA 02110. Each Respondent shall submit in a sealed package two (2) hard copies of its proposal and one (1) electronic copies in PDF format on disks by 2:00pm on Friday October 23, 2015. The package shall be clearly marked on the outside, "Move Coordinator Services for The MassDOT Central Research and Materials Laboratory," and shall clearly identify the Respondent's name and business address, and the name, email address and telephone number for the contact person. MassDOT reserves the right to reject any or all proposals submitted in response to this Request for Proposals (“RFP”) or to take any other action, as MassDOT may deem to be in its best interest. There will be a Pre- Proposal site visit to the existing Laboratory at 400 D Street, South Boston, on Friday October 9, 2015 at 10am. MassDOT is soliciting proposals, per M.G.L. c30B sec 4, for Move Coordinator services to assist in the relocation of the Research and Material Laboratory currently located in South Boston on D Street. MassDOT is constructing a new Central Research and Materials Laboratory in Hopkinton, located adjacent to the I-90 westbound Westborough service area. The property is bound by the MassPike, Route 135 and Service Rd (the service plaza access road). Project Description The building as designed, is a one and a half story building of approximately 47,210 gsf, of which 40,860 sf are occupied office and laboratory spaces, a mechanical penthouse of 2,400 sf, a six-bay exterior loading dock of 770 sf, and a six-bay 2,540 sf garage. The office portion is two full stories, each 14’-0” in height, with two interconnecting stairs and one elevator. The laboratory is a single 16’-0” tall floor, with the mechanical penthouse over the west-center end portion. The elevator will access the mechanical penthouse, and there is an access stair from the second office floor. At the lab, building materials are tested to ensure the contracts meet the required specifications. The Laboratory Unit is comprised of the following laboratories:

• Cement Concrete • Soils and Aggregates (Gravel, Embankment Materials, Loam, Coarse and Fine, etc.) • Asphalt Binder (Emulsions) • Hot Mix Asphalt (Core Extractions)

MassDOT RFP Move Coordinator Services MassDOT Central Research and Materials Laboratory

Page 2 of 4

• Physical (Standard Manufactured Materials, Glass Beads, Bridge Bearings, Bricks, Concrete Blocks, Steel Reinforcement)

• Chemical (Bridge Paint, Pavement Markings) The heavy laboratory equipment will be located in the lab wing on the first floor. The current equipment list is included as Attachment A. Floor layouts are included in Attachment B. The majority of office furniture will be new and delivered by the furniture vendor. Some of the lab equipment will have unique power, telephone, data, air, water, drainage or gas needs. Hoisting services will be required. The project team currently consists of: Construction Manager – Barr & Barr Builders

Architect – Elkus Manfredi Architects Owner Project Manager – City Point Partners

II OVERVIEW OF MOVE COORDINATOR SERVICES The Move Coordinator services will include all activities necessary or appropriate to efficiently manage the relocation of the MassDOT Laboratory to the point of fully functional and the disposition of surplus materials. The Move Coordinator will work with MassDOT and with any representatives designated by MassDOT, in performing services in connection with the Project. In anticipation of additional move services required to clear out the existing lab and surplus materials the contract will extend to March 31, 2017, with a one year extension possible. III SCOPE OF MOVE COORDINATOR SERVICES

• The Move Coordinator will develop the Statement of Work,(SOW) meeting the requirements of the statewide contract FAC78 Moving &State Surplus Disposal Services Statewide contract, included as Attachment C. This SOW, including Worthless Furniture Removal and Scrap Removal will be the basis of bids for the moving contractor.

• The Move Coordinator will include the services of a technician(s) to assist in cataloguing, labeling, tagging and tracking.

• Confirmation and inventorying /tagging of all equipment that will be relocated from the existing facility:

o Include “offsite” equipment (from other laboratories) o Inventory to include equipment utility requirements o Identification of any equipment requiring “manufacturer handling” (e.g. warranty

would be voided if moved by unauthorized party, etc.) (inventory can exclude small handheld equipment)

• Listing of new equipment, that will be purchased by the DOT, for placement in the new facility at the time of move-in

• Preparation of equipment placement plans for the new facility • Verification of appropriate utility connections to support equipment placement in the new

facility (this is especially important if the move-in locations vary from the architectural plan location)

IV. SCHEDULE


Page 3 of 4

The MassDOT Central Research and Materials Laboratory is currently under construction and is scheduled to be substantially complete by late August 2016. The services of the Move Coordinator will begin upon contract execution, fall of 2015; the new facility will achieve full occupancy in September 2016. V. PROPOSAL SUBMISSION REQUIREMENTS

A. NON PRICE PROPOSAL: Each proposal must contain all of the information and documentation described below: 1. Description of the firm's background. 2. Description of the firm's experience, with particular attention to identifying and describing

projects in which similar services, particularly relocating testing laboratories. 3. A resume and references for each Project team member. The personnel assigned to the

project shall remain for the duration and not be replaced without the MassDOT’s consent. Please note that MassDOT requires that the key team members identified in the proposal be the individuals who render services under the contract, and such individuals must be fully available to devote the time and attention necessary to ensure timely and complete delivery of required services.

4. Submit a list 3 similar projects completed. Provide a list of references with email and phone contact information.

5. Identification of any firms or individuals not part of the responding firm that will be collaborating on the Project. For each such firm, provide a detailed description of its role in the Project, and a complete resume and description of the length and substance of its experience as it relates to the Project.

6. List and discuss how many years your firm has been providing Move Coordinator services. 7. List any terminations or legal proceedings in the last 5 years which was concluded adversely

against your firm. 8. Executed copies of each of the following documents in the form attached as Section VI.,

Proposal Contract Forms.

B. PRICE PROPOSAL 1) Provide a complete fee schedule for services; include hourly rates for each position. 2) Provide an order of magnitude pricing for the listed tasks, based on the estimated number

of hours, and the hourly rates per professional designation: a) Develop the Statement of Work, (SOW) meeting the requirements of the statewide

contract FAC78 Moving &State Surplus Disposal Services Statewide contract. Estimated # hours_____________ Estimated Fee________________

b) Confirmation and inventorying /tagging of all equipment that will be relocated from the existing facility: Include “offsite” equipment (from other laboratories) Inventory to include equipment utility requirements Identification of any equipment requiring “manufacturer handling” (e.g.

warranty would be voided if moved by unauthorized party, etc.)*(inventory can exclude small handheld equipment)

Estimated # hours_____________ Estimated Fee________________

c) Preparation of equipment placement plans for the new facility Estimated # hours_____________ Estimated Fee________________


Page 4 of 4

d) Verification of appropriate utility connections to support equipment placement in the

new facility (this is especially important if the move-in locations vary from the architectural plan location) Estimated # hours_____________ Estimated Fee________________

VI. PROPOSAL CONTRACT FORMS The following forms will be the basis of this contract, complete and submit as specified.

a. MassDOT Terms and Conditions The form required to be signed and submitted with the proposal.

b. Request for Taxpayer ID Number and Certification (W-9) Form The form required to be signed and submitted with the proposal.

c. Authorization for Electronic Funds Payment The form required to be signed and submitted with the proposal.

d. Supplier Diversity Form (Part1) The form required to be signed and submitted with the proposal.

e. Contractor (or Consultant Contractor) Authorized Signatory Listing The bidder to whom MassDOT awards a contract will be required to sign the form at contract execution, if the form is not already on file with the Office of the Comptroller.

f. MassDOT Standard Contract Form The form is included for informational purposes only. The bidder to whom MassDOT awards the contract shall be required to sign the form.

g. Prompt Payment Discount Form The bidder to whom MassDOT awards a contract will be required to sign the form at contract execution, if the form is not already on file with the Office of the Comptroller.

MassDOT CRML Move Coordinator RFP

ATTACHMENT A

Current Equipment List

Page 1 Chemical Lab

10/5/2015

Number FOUND? Status Equipment ID Equip Description Model Number Equipment Size Electrical Req Hardwire or plug-in / NEMA

Ventilation Req AASHTO/ASTM Ref

Installation Notes Bench or Floor?

Room Name

CTL-001 Y Chem 04-004 Perkin Elmer Infrared Spectrophotometer

PE21819 Allow for 22” width 120/60 Chemical Testing Lab

CTL-002 Y Chem 04-007 Perkin Elmer Graphite Furnace HGA 400 Allow for 22” width 220/60 Direct exhaust OFCI Attachment to Chem 04-011 Bench Chemical Testing LabCTL-003 Y Chem 04-008 Bausch and Lomb

SpectrophotometerSpectronic 21 Allow for 16” width 115/60 Bench Chemical Testing Lab

CTL-004 Y Chem 04-009 Brinkman Balance Table 1A 3 ft x 3 ft (23" x 30" x 31" per field measurments by EMA)

Floor Chemical Testing Lab

CTL-005 Y Chem 04-010 Leeman Labs Inductive Coupled Plasma Spectrometer

2.5 Allow for 53” width 240/60/30A Direct exhaust OFCI Bench Chemical Testing Lab

CTL-006 Y Chem 04-011 Perkin Elmer Absorption Atomic Spectrophotometer

1100 Allow for 41” width 115/60 Direct exhaust OFCI Bench Chemical Testing Lab

CTL-025 ADDED Chem 04-013 General Electirc Vaccum Pump 15 PSIG strorage 110V Bench Lab Equipment StorCTL-007 Y Chem 04-015 Red Devil Paint Shaker 5410 Allow for 24” width 110V OFOI Secured to pedestal Pedestal Chemical Testing Lab

Chem 04-016 Fisher Ultrasonic Cleaner FS 14 16" W x 16" D 110VCTL-008 ADDED Chem 04-017 Mettler Analytical balance AE 200 Allow for 16" width 8.1" X 16.1" X

11.4"110V Bench Chemical Testing Lab

CTL-026 Y Chem 04-018 Orion pH meter 230A storage 110 Bench Lab Equipment StorCTL-027 Y Chem 04-019 Corning stirring hot plate PC 520 storage 115 Bench Lab Equipment StorCTL-009 Y Chem 04-020 Mettler Toledo Balance PG 5002 S Allow for 16” width 110V Bench Chemical Testing LabCTL-010 Y Chem 04-022 Barnstead Waterstill Tank A56220 Wall Mount Bench Chemical Testing LabCTL-014 Y Chem 04-032 Thermolyne Furnace 48000 Allow for 14” width 120V or 240V,

1800 wYes Broken Bench Chemical Testing Lab

CTL-011 Y Chem 04-023 Barnstead Distiller Fistreem III Wall Mount 240V 50/60 Hz Hardwire OFCI Bench Chemical Testing LabCTL-012 ADDED Chem 04-024 VWR Air Circulating Oven #3 1350 FM Allow for 27” width

27"X25.5"X34.75"120/60 14A NEMA 5-15 Direct exhaust OFCI Bench Chemical Testing Lab

CTL-013 ADDED Chem 04-025 VWR Air Circulating Oven #2 1350 FM Allow for 27” width 27"X25.5"X34.75"

120/60 14A NEMA 5-15 Direct exhaust OFCI Bench Chemical Testing Lab

CTL-028 ADDED Chem 04-026 Coating Thickness Instrument 6000 FNS Probe storage Hand held instrument Bench Lab Equipment StorCTL-035 N Chem 04-027 Gardner Paint Drying Time Wheel DT-D71 6" x 3.5" Bench Chemical Testing Lab

CTL-036 Y Chem 04-028 Gardner Krebs Viscometer NA Allow for 14" width 110V Bench Chemical Testing LabCTL-015 Y Chem 04-033 VWR Air Circulating Oven 1330 FM Allow for 22” width 120/60 12A NEMA 5-15 Fume hood Bench Chemical Testing LabCTL-037 Y Chem 04-034 Brinkman Automatic Titrator Base 775 Dosimat Allow for 16” width 100, 117, 220,

230/240V ± 10%Canopy hood

CTL-037 Y Chem 04-034 Brinkman Automatic Titrator Base 775 Dosimat Allow for 16” width 100, 117, 220, 230/240V ± 10%

Bench Chemical Testing Lab

CTL-038 Y Chem 04-035 Brinkman Automatic Titrator Top 775 Dosimat Allow for 10" width 110V Canopy hoodCTL-038 Y Chem 04-035 Brinkman Automatic Titrator Top 775 Dosimat Allow for 10" width 110V Bench Chemical Testing LabCTL-039 ADDED Chem 04-036 Brinkman Automatic Titrator Top 775 Dosimat Allow for 10" width 110V Canopy hoodCTL-039 ADDED Chem 04-036 Brinkman Automatic Titrator Top 775 Dosimat Allow for 10" width 110V Bench Chemical Testing LabCTL-040 Y Chem 04-037 Brookfield SynchroLectric

ViscometerRVT Allow for 24" width Bench Chemical Testing Lab

CTL-016 Y Chem 04-038 Barnstead Ultrapure Water System D4741 Wall Mount 120 V Hardwire OFCI Bench Chemical Testing Lab

CTL-029 Y Chem 04-039 Orion Conductivity Meter 128 storage Bench Lab Equipment StorCTL-030 ADDED Chem 04-040 Defelsko Microns Posipen Posipen storage Hand held instrument Bench Lab Equipment StorCTL-031 Y Chem 04-041 Barnstead Themolyne Hotplate HP18325 storage Bench Lab Equipment StorCTL-041 N Chem 04-047 Platinum Crucible Weight Platinum Crucible storage Bench Lab Equipment StorCTL-042 ADDED Chem 04-048 Barnstead Themolyne Hotplate SL7225 storage Bench Lab Equipment StorCTL-044 Y Chem 04-057 VWR Precision Ful-Kontrol Heater 61600 110V NEMA 5-15 Bench Chemical Testing Lab

CTL-032 ADDED Chem 04-062 VWR Revco Freezer GFX418A15 3' of bench top 110/60 Bench Chemical Testing LabCTL-045 ADDED Chem-04-016 Ultrasonic Bath FS-14

(FisherScientific) 12"x8" approx Bench Chemical Testing Lab

CTL-019 ADDED Chem-04-060 Muffler Furnace 47900 11.25 x15.5X 18.5" 120/60 8.3A NEMA 5-15 Fume hood Bench Chemical Testing LabCTL-020 ADDED Chem-04-061 Muffler Furnace 47900 11.25 x15.5X 18.5" 120/60 8.3A NEMA 5-15 Fume hood Bench Chemical Testing LabCTL-021 ADDED Chem-04-077 Stirring Hot Plate Sp131325 1x1 , 8.2X13X3.8 110/60 Floor Chemical Testing LabCTL-043 N Chem 04-051 Gardner Interchemical Wet Film

Thickness GaugeNA storage None Broken per Client's updated list Chemical Testing Lab

CTL-017 ADDED R&M-04-056 Magnetic Stirrer 1266Q 1x1 , 18 x 14X7.5 " 110/60 NEMA 5-15 Bench Chemical Testing LabCTL-018 ADDED R&M-04-057 Magnetic Stirrer 1266Q 1x1 , 18 x 14X7.5 " 110/60 NEMA 5-15 Bench Chemical Testing Lab

(XRF) X-Ray Flourescence Spectrometer

Need more information, added to plan, assumed 3' x 3'


NEW Gilson Despatch Oven DOL-180A 43" W x 30.5" D x 51.5" H 240 / 60 / 16.5 A Hardwire Direct Exhaust OFCI Locate on 20" high table Low table Chemical Testing Lab

Chemical Testing Lab (CTL)

Page 2 Chemical Lab

10/5/2015

Number FOUND? Status Equipment ID Equip Description Model Number Equipment Size Electrical Req Hardwire or plug-in / NEMA



Room Name

Chemical Testing Lab (CTL)

Number FOUND? Status Equipment ID Equip Description Model Number Equipment Size Electrical Req Hard-wire or plug-in / NEMA



Room Name

CTF-001 ADDED CTF-001Coupled Plasma Spectrometer Need more information. Added to

plan, assumed 5'-0" x 3'-0"Bench Chemical Testing Lab

CTF-004 ADDED CTF-004Photoelectric Tristimulus Calorimeter

Need more information, added to plan, assumed 3' x 3'


CTF-006 ADDED CTF-006Perkin Elmer Absorption Atomic Spectrophotometer

37.5"X27"X29" Need more information, Added to plan, assumed Pinaacle 900 AA by PE


CTF-007 ADDED CTF-007Perkin Elmer Infrared Spectrophotometer

Assume this has been replaced by Chem 04-004


CTF-010 ADDED CTF-010 Forced Draft Oven (105C) 43"x30.5x51H Need more information Floor Chemical Testing Lab

CTF-013 ADDED CTF-013Red Devil Paint Shaker with Concrete Pedestal

27.5"X26"X45" Need more information Floor Chemical Testing Lab

CTF-014 ADDED CTF-014 Spectrophotometer 37.5"X27"X29" Need more information Bench Chemical Testing LabCTF-016 ADDED CTF-016 Cabinet for glassware Need more information Floor Chemical Testing LabCTF-017 N CTF-017 Glass panels Need more information Bench Chemical Testing Lab

Code Test Designation Test Title1 M 249 White and Yellow Thermoplastic Striping Material (Solid Form)2 C 661 Test Method for Hardness of Elastomeric Type Sealants by Means of a Durometer3 C 679 Tack-Free Time of Elastomeric Sealants4 D 153 Test Method for Specific Gravity of Pigments5 D 516 Sulfate Ion in Water6 D 711 No-Pickup Time of Traffic Paint7 D 1475 Test Method for Density of Liquid Coatings, Inks and Related Products8 D 2369 Volatile Content of Coatings9 D 3723 Pigment Content of Water Emulsion Paints by Low-Temperature Ashing10 D 4191 Sodium in Water by Atomic Absorption Spectrophotometry11 D 4192 Potassium in Water by Atomic Absorption Spectrophotometry12 D 4797 Test Method for Chemical and Gravimeteric Analysis of White and Yellow Thermoplastic13 E 376 Measure Coating Thickness by Magnetic-Field or Eddy-Current (Electromagnetic)14 E 1347 Test Method for Color and Color-difference Measurement by Tristimulus (filter)15 D562 Consistency of Paints Measuring Krebs Unit (KU) Viscosity using a Stormer-Type Viscometer16 D2196 Rheological Properties of Non-Newtonian Materials by Rotational (Brookfield type) Viscometer

D 1525, D 648 Temperature of Deflection for Thermoplastics

Broken Equipment (No Longer In Use)

DECODERPermanent Equipment InstallationSemi-Permanent Equipment InstallationStored EquipmentPermanent Equipment Installation Equipment In Contract

Potential Future Equipment

AASHTO Test Procedures

Back up Equipment

Potential Future Tests

Page 3 Cementitious Lab

10/5/2015




Room Name

CMT-014 Y CA/T Cells and apparatus 48” of countertop sufficient 110V Chloride ion penetration testing Bench Cementitious Matls TestingCMT-013 Y Cem 04-001 AND Top load balance FX 3000 FX 3000 110V Bench Cementitious Matls TestingCMT-015 N Cem 04-002 Humboldt Flow Calipers storage Bench Cementitious Matls TestingCMT-016 N Cem 04-003 Forney Mortar Cube Mold Forney storage Bench Cementitious Matls TestingCMT-017 N Cem 04-005 Humboldt Cube Mold #6 H2820 storage Bench Cementitious Matls TestingCMT-018 N Cem 04-006 Humboldt Cube Mold #3 N1681 storage Bench Cementitious Matls TestingCMT-019 N Cem 04-007 Humboldt Cube Mold #2 H2820 storage Bench Cementitious Matls TestingCMT-008 REMOVED Cem 04-016 VWR Gravity Oven 1350G Allow 36” width 110V 1600 w

13.4 ampsCanopy hood Broken, Will be replaced by CMF-

003Cementitious Matls Testing

CMT-020 N Cem 04-008 Humboldt Cube Mold #1 H2820 storage Bench Cementitious Matls TestingCMT-003 Y Cem 04-009 Humboldt Vicat Needle VICAT 6” W x 12” H Bench Cementitious Matls TestingCMT-021 Y Cem 04-010 Humbodt Vicat Apparatus Vicat storage (extra) Bench Cementitious Matls TestingCMT-004 Y Cem 04-011 Humboldt Water Bath H1382 115/60/1ph Bench Cementitious Matls TestingCMT-022 N Cem 04-012 Humboldt Flow Mold S 4809 storage Bench Cementitious Matls TestingCMT-005 Y Cem 04-013 Mettler Toledo Balance PR5002 Allow 24” width 110V Bench Cementitious Matls TestingCMT-006 Y Cem 04-014 Mettler Analytical Balance AX204 Allow 24”width 110V Bench Cementitious Matls TestingCMT-007 Y Cem 04-015 Vacuum apparatus Allow 24” width 110V Bench Cementitious Matls TestingCMT-009 Y Cem 04-017 Hobart 5 qt. Mortar Mixer N50 12” W x 12” D x 18” H 110V Replaces 04-022 Bench Cementitious Matls TestingCMT-023 Y Cem 04-018 Matest vicat recording apparatus E040-01Y storage 110/60/1ph Bench Cementitious Matls TestingCMT-024 N Cem 04-019 Gilson Absolute pressure gauge 9210 storage Bench Cementitious Matls TestingCMT-001 Y Cem 04-020 Humboldt Motorized Flow Table HM 272 12” W x 12” D 110V 60 Hz OFOI Secured to concrete pedestal Pedestal Cementitious Matls TestingCMT-025 Y Cem 04-021 Humboldt Length Gauge BC2600-0-16001 storage 120/60/1ph Bench Cementitious Matls TestingCMT-026 Y Cem 04-023 Blaine Apparatus RLC 164A storage Bench Cementitious Matls TestingCMT-028 N Cem 04-025 Soiltest Vicat S3229 storage Bench Cementitious Matls TestingCMT-002 ADDED Cem 04-026 Rapid Chloride Cell RLC1 Requires 60" of bench space Vacuum pump Bench Cementitious Matls TestingCMT-010 ADDED Cem 04-030 Ultrasonic Cleaning System UB-15 110/60 Bench Cementitious Matls TestingCMT-011 Y Chem 04-012 Victor Assoc. Humid Chamber HTAB176 Bench Cementitious Matls TestingCMT-027 REMOVED Cem 04-024 Vicat Apparatus Small eqpmt, not shown in plan Bench Cementitious Matls TestingCMT-029 N Con 04-057 Humboldt 400 ml Unit Weight H3663.1 Storage Bench Cementitious Matls TestingCMT-012 Y Soils 04-027 Fisher Muffle Furnace 550-14 120/60 10 A NEMA 5-15 Fume hood Organics? Bench Cementitious Matls TestingCMF-003 ADDED VWR Gravity Oven 1350G 27" W x 25.5" D x 35" H 110V 1600 w

13.4ACanopy hood Future equipment Bench Cementitious Matls Testing




Room Name

SAT-010 ADDED CAT B03886 Despatch Forced convection Oven 31-350 30" W x 36" D x 34" H 115/60 1 ph 18A NEMA 5-20 Canopy hood OFOI Bench ASR Room

SAT-007 Y Soils 04-036 Despatch Forced convection Oven LBB2-18-1 43” W x 29" D x 51” H 240V/60/1ph 16.7A

NEMA L630P Canopy hood various OFOI Bench ASR Room

Cementitious Materials Testing (CMT)

ASR Room

Page 4 PCC Lab

10/5/2015




Room Name

PCC-006B Y CA/T B03875 Con 04-095

Compressive / Tensile Strength Machine

Forney LT 1000-D2, Machine: 48” wide x 48” deep x 144” tall. Allow 14'-0" clear height

220/60/3ph 18A Hardwire Dust control 1 OFCI Secured to floor Floor PCC Testing Lab

PCC-007 Y CA/T F10106 Forney Compressive Stength Cubes F250C 42" W x 28" D x 63" H 115/60/1ph 15A NEMA 5-15 Floor PCC Testing Lab

PCC-012 Y Con 04-008 Rite Hete Melting Pot VSB 110 V NEMA 5-15 Fume hood 3 Bench PCC Testing LabPCC-013 Y Con 04-010 AND Balance EP60KA counter space 110V various Bench PCC Testing LabPCC-001 N Con 04-014 Baldwin Compressive / Tensile

Strength Machine & PanelBTE 300 Machine: 38” wide x 30” deep

Control panel: 48” wide x 36” deep x 40” tall

220/440 V, 50 Hz, 3 phase

1 OFCI Floor PCC Testing Lab

PCC-020 Y Con 04-018 Geotest Sonometer Resonnance Frequency

C2010 115/60/1ph Bench PCC Testing Lab

PCC-022 N Con 04-021 Forney Air Meter LA-316 Storage 2 Bench Lab Equipment StoragePCC-011 REMOVED Con 04-007 Forney Melting Pot VRB 110 V Fume hood 3 PCC Testing LabPCC-023 N Con 04-022 Tech Lab Unit Wt. Bucket CT-13 Storage 2 Bench Lab Equipment StoragePCC-002 Y Con 04-023 Blue Max Oven DL130C2 46” W x 30" D x 46" H 240/60/1ph Hardwire Direct exhaust various OFCI Bench PCC Testing LabPCC-024 N Con 04-024 Forney Roll-o-meter A 7633 Storage 2 Bench Lab Equipment StoragePCC-025 N Con 04-027 Soil Test Unit Wt Bucket CT-15 Storage 2 Bench Lab Equipment StoragePCC-026 N Con 04-028 Gardner Posipen and Coating

Gauge1766, BS 5411 Storage Pen type scale instrument Bench Lab Equipment Storage

PCC-014 ADDED Con 04-029 Humboldt 3" capping mold ` NA Fume hood 3 Bench PCC Testing LabPCC-015 ADDED Con 04-030 Forney 6" capping mold LA-100 NA Fume hood 3 Bench PCC Testing LabPCC-017 ADDED Con 04-031 Forney 4" capping mold LA 105 NA Fume hood 3 Bench PCC Testing LabPCC-027 N Con 04-032 Blue Ribbon Ladder 8' fiberglass ladder Storage Floor Lab Equipment StoragePCC-028 N Con 04-033 Werner Ladder 6' fiberglass ladder Storage Lab Equipment StoragePCC-029 N Con 04-035 Concrete Beam Mold CT-77 Storage 2 Lab Equipment StoragePCC-030 N Con 04-036 Concrete Beam Mold CT-78 Storage 2 Lab Equipment StoragePCC-031 N Con 04-037 Concrete Beam Mold CT-79 Storage 2 Lab Equipment StoragePCC-032 N Con 04-038 Concrete Beam Mold CT-80 Storage 2 Lab Equipment StoragePCC-033 N Con 04-039 Concrete Beam Mold CT-81 Storage 2 Lab Equipment StoragePCC-034 N Con 04-040 Concrete Beam Mold CT-82 Storage 2 Lab Equipment StoragePCC-035 N Con 04-041 Concrete Beam Mold CT-83 Storage 2 Lab Equipment StoragePCC-036 N Con 04-042 Starret Gauge Model 4402 Storage 1 Hand held device Bench Lab Equipment StoragePCC-037 N Con 04-043 Starrett Calibrating Dial 656-3041 Storage 1 Bench Lab Equipment StoragePCC-038 N Con 04-044 Slump Cone Storage 2 Floor Lab Field EquipmentPCC-039 N Con 04-045 Humboldt Slump Cone 31747 Storage 2 Floor Lab Field EquipmentPCC-040 N Con 04-046 Starrett Micrometer 486-11N Storage 1 Bench Lab Equipment StoragePCC-016 Y Con 04-048 AND Balance HP20K counter space 110V various Bench PCC Testing LabPCC-041 N Con 04-050 Gardner Elcometer 345F Storage Bench Lab Equipment StoragePCC-042 N Con 04-051 Gardner Elcometer 111 Storage Bench Lab Equipment StoragePCC-043 N Con 04-052 Gardner Elcometer 111 Storage Bench Lab Equipment StoragePCC-044 N Con 04-053 Starrett Digital Calipers 721 Storage 1 Bench Lab Equipment StoragePCC-045 N Con 04-054 Starrett Digital Calipers 230 Storage 1 Bench Lab Equipment StoragePCC-046 N Con 04-055 Soiltest Concrete Testing Hammer CT 320A Storage Hand held apparatus Bench Lab Equipment Storage

PCC-047 N Con 04-056 Gardner Positest 150 Storage Bench Lab Equipment StoragePCC-048 N Con 04-058 Soiltest Unit Weight CT-42 Storage 2 Bench Lab Equipment StoragePCC-049 N Con 04-060 Starrett Micrometer Calipers 226 4-5 in Storage 1 Bench Lab Equipment StoragePCC-050 N Con 04-061 Starrett Micrometer Calipers 226 3-4 in Storage 1 Bench Lab Equipment StoragePCC-051 N Con 04-062 Starrett Micrometer Calipers 226 2-3 in Storage 1 Bench Lab Equipment StoragePCC-052 N Con 04-063 Starrett Telescoping Gauges 229G Storage 1 Bench Lab Equipment StoragePCC-053 N Con 04-064 Starrett Micrometer Calipers 569 Storage 1 Bench Lab Equipment StoragePCC-003 Y Con 04-065 Forney compressive strength

machine (cubes)LC-1 Machine & Control: 38” wide x 30”

deep x 60” tall115/60/1ph 10.6 A DATA 12 A

NEMA 5-15 1 Floor PCC Testing Lab

PCC-054 N Con 04-066 Starrett Micrometer Caliper 2 Storage 1 Bench Lab Equipment StoragePCC-055 N Con 04-067 Starrett Micrometer Caliper 400 Storage 1 Bench Lab Equipment StoragePCC-056 N Con 04-069 Fowler Calipers Din 862 Inox Storage 1 Bench Lab Equipment StoragePCC-018 ADDED Con 04-071 VWR Water Bath Heater 1112 in bath 110V Bench PCC Testing LabPCC-057 N Con 04-075 Satec Flexural Test Rig 1A-1 Storage Lab Equipment StoragePCC-005 Y Con 04-077 Gilson Water Tank Specific Gravity

BathSGA-122 31” wide x 25” deep x 24” tall, sits

beneath countertop120/60/1ph (Heater)

Floor PCC Testing Lab

PCC-058 N Con 04-078 Starrett Digital Calipers ?? Storage 1 Bench Lab Equipment StoragePCC-059 N Con 04-086 Unit Weight Plate ?? Storage 2 Bench Lab Equipment StoragePCC-019 ADDED Con 04-088 Forney Platform Scale LA 467 01 counterspace/storage 110V various Bench PCC Testing LabPCC-060 N Con 04-089 American Cube Mold Roll-o-meter C173 Storage 2 Bench Lab Equipment Storage

PCC-061 N Con 04-090 Forney Roll-o-meter LA-0306 Storage 2 Bench Lab Equipment StoragePCC-021 Y Con 04-096 Microwave Oven MT9160XBQ-0 24"x18"x13" 120V/60 air content Bench PCC Testing Lab

PCC Testing Lab (PCC)

Page 5 PCC Lab

10/5/2015




Room Name

PCC Testing Lab (PCC)

PCC-006A Y Con-04-003 Control panel for CA/T B03875 (con 04-095)

OFCI Floor

Con-04-036 Whirlpool Microwave Oven MT9160XBQ-0 24" W x 18" D x 13" H 120 V 1 ph NEMA 5-15 Canopy hood Bench PCC Testing LabNEW Geotest Sonometer H-3175 17" W x 14" D x 11" H 115/60/1ph NEMA 5-15 Bench PCC Testing LabNEW Scientemp Freeze/Thaw Machine FT20-20 73" w x 38" D x 64.5" H 230/208 3 ph 40

AHard-wire OFCI Including sample containers;

requires 40 psi air, water nearby, floor drain and network connection


NEW Instron Compression Machine 1500HDX-G7 Floor space required 51"W x 39"D x 180" H

208/230V, 3 PH, 50/60HZ; other options available

Hard-wire Dust control OFCI Floor PCC Testing Lab

NEW Instron Controller/ Pump Controll for 1500DX Floor space required 48"W x 37"D OFCI Floor PCC Testing Lab

NEW Thermo Scientific Subzero Freezer ULT2050-10-D 40.5" W x 28.5" D x 96" H 208 V 60/ 1 ph 6.5 A

NEMA 6-15 Thermal capacity: 1000 BTU/hr. at T = -20 F


NEW SCC Segregation Test Set LAG-3771 12" W x 12" D x 26" H Field use Bench PCC Testing LabNEW Super Air Meter SAM Typical pressure air meter Bench PCC Testing Lab



Installation Notes Room Name

SCC-001 N R&M 04-065 J Ring Apparatus H-3654 Bench Self Consolidated ConcreteSCC-002 N R&M 04-066 J Ring Apparatus H-3654 Bench Self Consolidated ConcreteSCC-003 N R&M 04-067 Stainless Steel Base Plate H-3653 Bench Self Consolidated ConcreteSCC-004 N R&M 04-068 Stainless Steel Base Plate H-3653 Bench Self Consolidated ConcreteSCC-005 N R&M 04-070 Concrete Penetrometer (ACME) H-4133 Bench Self Consolidated ConcreteSCC-006 N Slump Cone Duplicate of Con 04-

044?Field equipment requiring storage room in facility outside of labs

Floor Laboratory Field Equipment

SCC-007 N Slump Cone Duplicate of Con 04-045?

Field equipment requiring storage room in facility outside of labs

Floor Laboratory Field Equipment




Room Name

PMR-001 Y Con 04-016 Concrete Mixer Large Pan Mixer 30 QT 36” W x 60” D x 72” H 240/60/3ph Hard-wire Dust control various OFCI Floor PCC Mixing RoomPMR-002 Y Con 04-020 Hobart Cement mixer A-200 20" W z 16" D x 31" H 115 v/60 A/1 pha NEMA 5-15 Dust control various Bench PCC Mixing RoomPMR-003 ADDED Soil 04-043 Humboldt 30 qt Mixer H-1330/D 300 22" W x 25" D x 45" H 115 V 10.2 A NEMA 5-15 Floor PCC Mixing Room



Installation Notes Room Name

PCR-001 Y Soil-04-033 8” diamond blade wet saw TARGET 48” long x 24” wide 208-230/60 1ph Backdraft exhaust 1 Floor PCC Cutting Room

Self Consolidated Concrete (SCC)

Mixing Room (PMR)

Cutting Room (PCR)

Page 6 Agg Shaker & LA Rm

10/5/2015

FOUND? Status Equipment ID Equip Description Model Number Equipment Size Electrical Req Hard-wire or plug-in / NEMA



Room Name

Y Soils 04-005 Gilson Sample Splitter (Large) 30 7 1969 Dust control 5 Floor Aggregates Shaker Room

Y Soils 04-006 Carpco Small Sample Splitter Carpco Dust control 5 Bench Aggregates Shaker Room

Y Soils 04-016 Tyler Shaker No 54 31” W x 32” D 240V 20A 3 ph NEMA L15-20 Dust control 1, 2, 3, others OFCI Concrete curb

Aggregates Shaker Room

Y Soils 04-017 Tyler Shaker No 54 31” W x 32” D 240V 20A 3 ph NEMA 15-20 Dust control 1, 2, 3, others OFCI Concrete curb


Y Soils 04-020 Gilson Shaker PS4 115/60 NEMA 5-15 Dust control OFCI Concrete curb


Y Soils 04-021 Gilson Shaker TM-3 27” W x 33” D 110V NEMA 5-15 Dust control 1, 2, 3, others OFCI Concrete curb


Y Soils 04-037 Gilson Mary Ann Shaker SS-25 Allow 20” width 125V 13A NEMA 5-15 Dust control 1, 2, 3, others Located on equipment stand Floor Aggregates Shaker Room



N Con 04-001 Tyler Rotap Shaker L143 31" wide X 32" deep 110v Dust control 1, 2, 3, others Surplus Floor Aggregates Shaker RoomN Con 04-002 Tyler Rotap Shaker L142 31" wide X 32" deep 110v Dust control 1, 2, 3, others Surplus Floor Aggregates Shaker RoomN Con 04-003 Tyler Rotap Shaker L142 31" wide X 32" deep 110v Dust control 1, 2, 3, others Surplus Floor Aggregates Shaker RoomN Con 04-004 Tyler Rotap Shaker L142 31" wide X 32" deep 110v Dust control 1, 2, 3, others Surplus Floor Aggregates Shaker RoomY Soils 04-046 Gilson Versa splitter SP 2.5 36” W x 18” D Dust control 5 Floor Aggregates Shaker Room

ADDED Soils 04-047 Gilson sample splitter SP 1 36” W x 18” D Dust control 5 Floor Aggregates Shaker Room

NEW Gilson Mary Ann Shaker H-4315 18" W x 26" D x 58" H 110V NEMA 5-15 Dust control Located on equipment stand Floor Aggregates Shaker Room

NEW Particle Size Analyzer Gradex 2000 53" W x 32" D x 65" H 110/60 1ph 10A Located on equipment stand Floor Aggregates Shaker Room

LA RoomFOUND? Status Equipment ID Equip Description Model Number Equipment Size Electrical Req Hard-wire or plug-in /

NEMAVentilation Req AASHTO/AST

M RefInstallation Notes Bench or

Floor?Room Name

NOT ADDED

CAT D00804 Gilson LA Abrasion Machine HM-70 40" W x 38" D x 46.5" H 230/60 Hardwire OFCI Acoustic controlled room Floor LA Room

N CAT E12257 Bico Chipmunk Jaw Crusher LC34 38” W x 29” D may be 3 phase, 110/220

NEMA 15-20 Dust control ASR Floor LA Room

VERIFY District 3 Gilson LA Abrasion Machine HM-70A 230 v/60 Hz/1 phase

NEMA L14-20P 4 Acoustic controlled room Floor LA Room

Y Soils 04-009 Soiltest LA Wear machine M500 45” W x 44” D 230 v/60 Hz/1 phase

4 OFCI Acoustic controlled room Concrete curb

LAA Room

Y Soils 04-032 Bico Chipmunk Jaw Crusher LC34 38” W x 29” D may be 3 phase, 110/220

NEMA L15-20 Dust control ASR Floor LA Room

Aggregates Shaker Room (ASR)

Page 7 Asphalt Binder Lab

10/5/2015


Ventilation Req Air Req AASHTO/ASTM Ref


Room Name

ABT-042 N Bit 01-249 Omega Thermometer Battery operated Hand held instrument Bench Asphalt Binder Testing LabABT-001 Y Bit 04-002 Blue M Oven 16” wide 120/60/1ph NEMA 5-15 various Asphalt Binder Testing LabABT-049 ADDED Bit 04-016 Fisher Scientific Ultrasonic Cleaner FS-14 9"x5"x4H Bench Asphalt Binder Testing Lab

ABT-002 Y Bit 04-017 NESLAB Constant Temp. Bath RTE 221 12” wide 115V 60 hz 16 amps

various Bench Asphalt Binder Testing Lab

ABT-003 Y Bit 04-018 NESLAB Constant Temp. Bath RTE 221 12” wide 115V 60 hz 16 amps

various Asphalt Binder Testing Lab

ABT-004 Y Bit 04-023 Despatch oven Air LACI-38B2 27” wide x 25” deep 240/60/1ph NEMA L6-20 Direct exhaust various OFCI Bench` Asphalt Binder Testing LabABT-048 ADDED Bit 04-024 Blue M Oven Direct exhaust OFCI surplus Bench Asphalt Binder Testing LabABT-030 Y Bit 04-025 Ohaus Precision Balance TS4000 Bench Asphalt Binder Testing LabABT-031 ADDED Bit 04-028 Koehler Soft Point Tester 13-528 Fume hood Bench Asphalt Binder Testing LabABT-033 ADDED Bit 04-032 Reflux Extractors, Gilson HM-6 9" x 9" Canopy hood Bench Asphalt Binder Testing LabABT-007 Y Bit 04-037 Fisher Oven Muffle furnace 550-14 14” wide under hood 120 V 50/60 Hz,

1200 W, 10 AFume hood ?? Asphalt Binder Testing Lab

ABT-008 Y Bit 04-042 Pressure Aging Vessel (ATS PAV-1) (out of service)

PAV -1 Allow for 38” width 230V standard, 115 V optional

yes at lest 325 psi required

5 On low rolling cart, requires non-hospital grade compressed air and cylinder gas. Verify type of gas.

Floor Asphalt Binder Testing Lab

ABT-009 Y Bit 04-043 ATS BBR (Bending Beam Rheometer) (out of service)

M950802 Allow for 72” width, 30” deep , requires filtered compressed air, refrigeration unit

115V 15 amp compressed air 50 psi, clean dry air supply required

1 Bench top Bench Asphalt Binder Testing Lab

ABT-016 REPLACED Bit 04-092 Instron DTT (Direct Tension Testing)

Asphalt Pro System 5525

Allow for 72” width, 30” deep, requires controlled temperature bath, chiller

110V 15 amp 2 Out of order. Bench Asphalt Binder Testing Lab

ABT-019 REPLACED Bit 04-046 ATS DSR (Dynamic Shear Rheometer) (out of service)

VISCOTECH Allow for 72” width, 30” deep , requires filtered compressed air

110V 15 amp House air rated at 90 psig (6 bar) up to 2.5 CFM, 1.0 micron water filter, 0.025 micon oil filter

3 Bench Asphalt Binder Testing Lab

ABT-034 Y Bit 04-053 Welch Vacuum Pump 8912A 110V/60Hz Bench Asphalt Binder Testing LabABT-010 Y Bit 04-056 Koehler Kinematic Viscosity Bath KV 3000 16” wide 115V 50/60Hz

12.6A11 Bench Asphalt Binder Testing Lab

ABT-029 REMOVED Bit 04-030 Julabo F20 Low temp bath F20/ 5(VC) 17” wide 115V 60 hz 1,2,3 Not in use Asphalt Binder Testing LabABT-011 Y Bit 04-058 Despatch RTFO 38" W x 30" D x 35" H 240V 13.2A or

208 14.7ACanopy hood 14 Bench Asphalt Binder Testing Lab

ABT-035 Y Bit 04-060 Mettler Analytical balance AX504 Bench Asphalt Binder Testing LabABT-032 ADDED Bit 04-029 Fisher Clevland Open Cup 947 Out of service 7 Added with generic size shown Asphalt Binder Testing LabABT-012 Y Bit 04-061 Saybolt Viscometer Bath K21410 20” wide x 22” deep? 115V 60 hz 12.3

amps11,12 Bench Asphalt Binder Testing Lab

ABT-013 Y Bit 04-062 Fisher Refrigirator EP 22” wide x 33” tall 115V 60 hz various Bench Asphalt Binder Testing LabABT-014 ADDED Bit 04-063 Blue M oven out of service 27” wide 120/60/1ph Direct exhaust various OFCI Bench Asphalt Binder Testing LabABT-015 Y Bit 04-064 Humboldt Penetrometer H1240 16” wide 115 v 50/60 hz 8 Asphalt Binder Testing LabABT-036 ADDED Bit 04-077 Omega Precision Thermometer DP251 8.3" X 5.1" X 3.9" 115/60 various Bench Asphalt Binder Testing LabABT-037 Y Bit 04-078 Brookfield Viscometer & Standards DV-III 110/60 11, 12 Bench Binder Room

ABT-038 ADDED Bit 04-080 Flash point tester Koehler Cleveland OC Fume hood Asphalt Binder Testing Lab

ABT-018 ADDED Bit 04-082 REVCO Freezer 22” wide x 33” tall 115V 60 hz Assumed 27 x27" Bench Asphalt Binder Testing LabABT-041 REMOVED Bit 04-098 Vacuum Regulator Cannon Instruments 18.5 x 18 x 6.75 inches Broken Asphalt Binder Testing LabABT-039 Y Bit 04-093 VWR Vacuum Oven (not in use) 1430M 25.5"x25"x21" 115/60 Direct exhaust Confirm location in plan Bench Asphalt Binder Testing LabABT-017 ADDED Bit 04-095 Cannon Binder bath 16” wide (24" x 21.3" x24") 115/60/1/ph Bench Asphalt Binder Testing LabABT-040 ADDED Bit 04-096 Digital Vacuum Regulator 115V Bench Asphalt Binder Testing LabABT-045 Y Bit 04-112 VWR Hot Plate 15.25" x 11.6" x 3.4" Removed

From PlanAsphalt Binder Testing Lab

ABT-043 ADDED Bit 04-104 VWR Hot Plate Series 600? 15.25" x 11.6" x 3.4" Bench Asphalt Binder Testing LabBit 04-106 RTFO 00X CS 325-B 40" W x 26" D x 36" H Canopy hood

ABT-044 ADDED Bit 04-111 VWR Hot Plate Series 600? 15.25" x 11.6" x 3.4" Bench Asphalt Binder Testing LabABT-046 ADDED Bit 04-119 VWR Hot Plate Series 600? 15.25" x 11.6" x 3.4" Bench Asphalt Binder Testing LabABT-047 ADDED Bit 04-120 VWR Hot Plate Series 600? 15.25" x 11.6" x 3.4" Bench Asphalt Binder Testing Lab

Bit-04-122 Malvern Dynamic Shear Rheometer Kinexus 110V/60Hz Bench Binder Room

Bit-04-123 Malvern Dynamic Shear Rheometer Kinexus 110V/60Hz Bench Binder Room

Bit-04-124 Brookfield Rotational Viscometer & Standards

RVDV-III 110V/60Hz Bench Binder Room

Bit-04-125 Prentex Pressure Aging Vessel 9300 25.5" W x 17" H x 17" H 110V/60Hz Bench Asphalt Binder Testing Lab

Asphalt Binder Testing Lab (ABT)

Equipment is being surplused

Page 8 Asphalt Binder Lab

10/5/2015


Ventilation Req Air Req AASHTO/ASTM Ref


Room Name

Asphalt Binder Testing Lab (ABT)

Bit-04-126 Prentex Vacuum Degasing Oven 9900 110V/60Hz None Bench Asphalt Binder Testing LabBit-04-127 Cannon Bending Beam Rheometer TE-BBR 110V/60Hz Bench Asphalt Binder Testing Lab

ADDED Cannon Bending Beam Rheometer 24 x 21.3 x 24 inches Bench Asphalt Binder Testing Lab

ADDED MALVERN DSR (in use) Kinexus Pro 19.3" W X26.75" D x 19.09" H Replaces Bit 04-046 Bench Asphalt Binder Testing LabADDED MALVERN DSR (in use) Kinexus Pro 19.3" W X26.75" D x 19.09" H New Bench Asphalt Binder Testing LabADDED PAV (in use) Bench Asphalt Binder Testing LabADDED Brookfield Viscometer & Standards

(in use)Bench Asphalt Binder Testing Lab

NEW Automatic Flash Point Apparatus Koehler 21" W x 10.5" D x 19.75" H 115V/60 single phase 1000w

NEMA 5-15 Fume hood Bench Asphalt Binder Testing Lab

it will be surplused

Page 9 HMA Lab

10/5/2015




Room Name

HMA-001 Y Bit 04-003 Soiltest, Versa-Tester Compression Machine, 60,000 lbs

CT 745 28” W unit sits directly on floor NA 6 Surplus will not be used HMA Testing Lab

HMA-036 N Bit 04-001 Pressure Gauge and Flowmeter PP2 NA 5 Bench HMA Testing LabHMA-019 Y Bit 04-004 Thermolyne Reflux Extractor HP 2625 110 V Fume hood 2 Bench HMA Testing LabHMA-002 Y Bit 04-005 Blue M oven EM 166fxx 40” W x 82” H 240/60/3ph 30 A NEMA L14-30 Direct exhaust various OFCI Floor HMA Testing LabHMA-005 N Bit 04-015 Humboldt Vacuum Extractors (in

storage)H 1448SS Allow for 36” width, inside ventilated

hood enclosure110V Ventilated 2 not in use HMA Testing Lab

HMA-020 ADDED Bit 04-006 Thermolyne Reflux Extractor 2600 110 V Fume hood 2 Bench HMA Testing LabHMA-007 Y Bit 04-033 Troxler gyratory compactor (at

UMASS Dartmouth)---dead--need new one

4140 GC-3 Allow 48” width 29” depth 110V None 10 See HMF-009 Floor HMA Testing Lab

HMA-003 Y Bit 04-007 Ultrasonic cleaner 5510R-DTH 16” wide could be 115 or 220 various Bench HMA Testing LabHMA-037 N Bit 04-008 Humboldt Marshall Break head Storage 6 Bench HMA Testing LabHMA-010 REPLACED Bit 04-050 Max. Theo Vacuum pump station H1756 A Allow for 48” width 110V 5 Replaced by 04-110 Bench HMA Testing LabHMA-038 N Bit 04-009 McCalaster Bicknell Transformer 116 Storage 115 Bench HMA Testing LabHMA-004 Y Bit 04-010 Water bath H 1383 22” wide 110V 6 HMA Testing LabHMA-013 REMOVED Bit 04-059 Humboldt stability press with chart

recorderH 1333 Allow for 24” width 110V 6 Out of order HMA Testing Lab

HMA-039 N Bit 04-011 McCalaster Bicknell Transformer 116 Storage 115 Bench HMA Testing LabHMA-040 N Bit 04-012 Steco Engergy Pro Transformer Variable Model

3PN1010Storage 115 Bench HMA Testing Lab

HMA-041 N Bit 04-013 Steco Engergy Pro Transformer Variable Model 3PN1010

Storage 115 Bench HMA Testing Lab

HMA-022 ADDED Bit 04-019 Hobart Mixer Model CT-350 CT-350 Storage 79"X37"X57" 6 HMA Testing LabHMA-021 N Bit 04-016 Humboldt Vacuum Extractor H1448SS Storage 110 V Venitlated 2 Not in use HMA Testing LabHMA-006 Y Bit 04-022 Hobart Mixer (12 qt) A 120 Allow for 36” width 110V 10 HMA Testing LabHMA-023 REPLACED Bit 04-034 Thermolyne NCAT Ignition Furnace F85930 allow 36" width 240V, 60Hz, 4,800 W Venitlated 9 Out of order, Bench top, replaced

by 04-117Bench HMA Testing Lab

HMA-043 N Bit 04-027 Custom Extractor Head ?? Storage Bench HMA Testing LabHMA-025 REPLACED Bit 04-036 Gilson Ignition Furnace HM 378 Allow 48” width 29” depth

43"x30"x43"240V, 50/60 Hz Venitlated 9 Out of order, replaced by 04-116 Bench HMA Testing Lab

HMF-007 ADDED Bit 04-033 Troxler Gyratory (from UMass) 4140 GC-3 Allow 48” width 29” depth 110 V 10 Floor Hot Mix Asphalt Testing LabHMA-024 ADDED Bit 04-035 Gilson Filterless Centrifuge HM 64 20" X 15" 110 V Canopy hood 2 HMA Testing LabHMA-044 N Bit 04-038 Pine Calibration Kit Storage 10 Bench HMA Testing LabHMA-008 Y Bit 04-039 Pine Gyratory Compactor RIGC125X 48” wide x 29” deep x 74” tall 110V 10 Floor HMA Testing LabHMA-026 Y Bit 04-040 VWR 210 Mini Hot Plate 210 counterop/floor 110 V various Bench HMA Testing LabHMA-027 Y Bit 04-041 Panasonic Printer KX-P1150 countertop 110 V 10 Bench HMA Testing LabHMA-028 ADDED Bit 04-047 Mettler Top Loadding balance SR 16001 11" X 14" 115 Bench HMA Testing LabHMA-009 Y Bit 04-048 Mettler scale PR 5002 Allow for 24” width 110V various HMA Testing LabHMA-029 Y Bit 04-049 Humboldt Rice test agitator H 1756A 18" width 110 V 5 Bench HMA Testing LabABT-020 ADDED Bit 04-051 Speed Still (reclaims

Trichloroethylene)SpeeDistill SD-15F 24” wide x 24” deep, requires hood 120V or 240V Canopy hood Recovery Bench HMA Testing Lab

HMA-011 NEW Bit 04-052 Ploog Centrifuge 20" W x 15" D x 33" H 110V Fume hood 2 Bench HMA Testing LabHMA-012 ADDED Bit 04-054 Humboldt stability press H 1339 16” W 115/60 6 Storage Lab Equipment StorageHMA-031 Y Bit 04-055 Barnstead Thermolyne Hot Plate HP 2625R 16" counter or floor 110 V various Bench HMA Testing LabHMA-032 ADDED Bit 04-057 Cole-Parmer Vacuum gauge HHP-2003 on vac system 5 Bench HMA Testing LabHMA-014 Y Bit 04-065 Humboldt Marshall hammer H1346 21” wide x 10” depth x 66” tall 110V 6 Floor HMA Testing LabHMA-042 N Bit 04-026 Ohaus Dial O Gram scale Storage none various Antique Not added to plan, as note

says is in storageHMA Testing Lab

HMA-014 Y Bit 04-065 Humboldt Marshall hammer H1346 21” wide x 10” depth x 66” tall 110V NEMA 5-15 Floor HMA Testing LabHMA-046 N Bit 04-066 Pine Gyratory Mold Mold Storage 10 Bench HMA Testing LabHMA-047 N Bit 04-067 Pine Gyratory Mold Mold Storage 10 Bench HMA Testing LabHMA-048 N Bit 04-068 Pine Gyratory Mold Mold Storage 10 Bench HMA Testing LabHMA-049 N Bit 04-069 Pine Gyratory Mold Mold Storage 10 Bench HMA Testing LabHMA-033 Y Bit 04-070 Gravity Water Tank Water Bath On floor below bench 3 Needs to be low to allow room for

spigot.Floor HMA Testing Lab

HMA-050 N Bit 04-071 Sciencware Poly-Jaque Lab Jack 14-6732 Storage 6, 10 HMA Testing LabHMA-051 N Bit 04-072 Sciencware Poly-Jaque Lab Jack 14-6732 Storage 6, 10 HMA Testing LabHMA-052 N Bit 04-073 Sciencware Poly-Jaque Lab Jack 14-6732 Storage 6, 10 HMA Testing LabHMA-053 N Bit 04-074 Sciencware Poly-Jaque Lab Jack 14-6733 Storage 6, 10 HMA Testing LabHMA-034 ADDED Bit 04-075 VWR Scientific Water Bath Heater 1112 in bath 110 V 3 Bench HMA Testing Lab

HMA-035 ADDED Bit 04-076 Gilson Bath Heater in bath 110 V 3 Bench HMA Testing LabHMA-054 N Bit 04-084 Corning Hot Plate PC600 Storage 110 V various Bench HMA Testing Lab

Hot Mix Asphalt Testing Lab (HMA)

Page 10 HMA Lab

10/5/2015




Room Name

Hot Mix Asphalt Testing Lab (HMA)

HMA-055 N Bit 04-085 Corning Hot Plate PC601 Stroage 110 V various Bench HMA Testing LabHMA-056 N Bit 04-086 Fisher Scientific Hot Plate 11-498-7SH Storage 110 V various Bench HMA Testing LabHMA-057 N Bit 04-087 Oil Less Vacuum Pump S++ Strorage 110 V 5 Bench HMA Testing LabHMA-058 N Bit 04-089 Mettler balance TL PR 5002 Out of Order 110 V various HMA Testing LabHMA-059 N Bit 04-090 Omega Probe ?? Storage various Bench HMA Testing LabHMA-015 N Bit 04-100 Gilson Automatic Binder Extractor Unit 5B To be Replaced with New NCAT

Oven208/240/60; 12/13A 1ph

Ventilated Confirm location and reqs HMA Testing Lab

HMA-063 ADDED Bit 04-110 Fischer Technical High Vacuum Pump

LAV-3 14"x5.5"x11" 110v, 60hz Replaces 04-050 Bench Hot Mix Asphalt Testing Lab

HMA-060 ADDED Bit 04-116 Asphalt Ignition Oven Troxler 4731 26" W x 27" D x 21.7 H 230V/60Hz Up to 125 psi Air

NEMA 6-20 Canopy hood Replaces 04-036 Bench HMA Testing Lab

HMA-061 ADDED Bit 04-117 Asphalt Ignition Oven Troxler 4731 26" W x 27" D x 21.7 H 230V/60Hz Up to 125 psi Air

NEMA 6-20 Canopy hood Replaces 04-034 Bench HMA Testing Lab

Bit-04-118 DAV Angle Validator Storage Lab Equipment StorageBit-04-131 Hot Mix Sample Splitter Gilson floorBit-04-132 Digimatic Holtest Bore Caliper 468-275 Storage Lab Equipment StorageBit-04-133 Instrotek Corelok 1225 25"W x 19"H x 19"D 110v, 60hz NEMA 5-15 BenchBit-04-134 Coredry Instrotek Inc. 26"W x 18"D x 17"H 110v, 60hz NEMA 5-15 BenchBit-04-135 Calibration Ring for Bore Caliper Mitutoyo Storage Lab Equipment Storage

HMA-062 N CAT D00661 Electronic Balance AND Storage Lab Equipment StorageR&M-04-071 Trans Tech PQI 301 Storage Lab Equipment StorageR&M-04-072 Trans Tech Block for PQI 300 Storage Lab Equipment Storage

HMF-009 ADDED Hamburg - Troxler PMW Wheel Tracker

54" W x 64" D x 56.5" H 208-230V, 50/60Hz, 3-Phase

Replaces Bit 04-033 Floor Hot Mix Asphalt Testing Lab

Hamburg Wheel Tracking Device PMW Corp. 220v/30A NEMA 10-30 floor Hot Mix Asphalt Testing LabHMF-003 ADDED Instrotek Corelok 25"Wx19"Hx19"D 110 V, 60 Hz 3 Bench Hot Mix Asphalt Testing LabHMF-006 ADDED PQI--put in storage room Storage Lab Equipment StorageHMF-008 ADDED DAV Adaptor (to be able to use

DAV without mix)Generic size Bench Hot Mix Asphalt Testing Lab

NEW Dynamic Angle Validator DAV 11 17" W x 14" D x 17" H 3.6 VDC Battery To be used in the Gyratory Compactor

Hot Mix Asphalt Testing Lab

NEW Hamburg Machine single Troxler PMW 29.5" W x 60" D x 64" H 208/230 50/60 3 ph Hardwire OFCI Floor drain and water nearby Floor Hot Mix Asphalt Testing Lab

NEW Pine Gyratory AFG2AS 34.5" W x 35.5" D x 54" H 115/230 50/60 12 A/6 A 1 ph

NEMA L6-20 Hot Mix Asphalt Testing Lab

NEW Despatch Oven 1 DOL-180A 43" W x 30" D x 51.5" H 240 16.5 A Hard-wire Direct exhaust OFCI Low bench Hot Mix Asphalt Testing Lab

NEW Despatch Oven 2 DOL-180A 43" W x 30" D x 51.5" H 240 16.5 A Hard-wire Direct exhaust OFCI Low bench Hot Mix Asphalt Testing Lab

NEW Troxler Ignition Oven Troxler 38.5" W x 28" D x 37" H 208/240 50/60 12/13 A NEMA 6-20 Canopy hood Bench Hot Mix Asphalt Testing Lab




Room Name

New VWR Microprocessor Oven 52201-0170 27 x 25.5 x 34.75 110V, 50/60Hz, 1700W, 12.4A

No Special requirenents Bench Hot Mix Asphalt Testing Lab

New VWR High Performance Oven 52202-054 44 x 29 x 57 208-230V, 6300W, 26.5A Canopy hood Hot Mix Asphalt Testing Lab

BIT 04-082 Revco Technologies Freezer ULT 1050-5-A31 35"W x24" D x 78" H 110V, 50/60Hz, 1700W, 12.4A

No Special requirenents Bench Hot Mix Asphalt Testing Lab

New Lindburg/Blue Oven 22 x 16 x 24 120V, 50/60Hz, 2100W No Special requirenents Bench Hot Mix Asphalt Testing LabNew Lindburg/Blue Oven 13 x 16 x 15 120V, 50/60HZ, 1000W No Special requirenents Bench Hot Mix Asphalt Testing LabMMLS3 MMLS3 MMLS3 8' x 2' x 4' Floor Hot Mix Asphalt Testing Lab

MMLS3 Crane Crane for MMLS3 Loading Frame Floor Hot Mix Asphalt Testing Lab




Room Name

HMF-001 ADDED Asphalt Pavement Analyzer unit Requires approx 24sf of space. 11, 12 Floor Hot Mix Asphalt Testing LabHMF-002 ADDED Material Testing System (MTS) Requires approx 16sf of space. 11, 12 Bench Hot Mix Asphalt Testing LabHMF-004 ADDED Superpave Shear Tester (SST) Requires approx 24sf of space. 11, 12,13 Floor Hot Mix Asphalt Testing LabHMF-005 ADDED Indirect Tensile Tester (IDT) Requires approx 35sf of space. 13, 14 Floor Hot Mix Asphalt Testing LabHMF-009 ADDED Asphalt Permeameter PE-9111 12"x12", requires 2'x3' bench space Generic size Bench Hot Mix Asphalt Testing Lab

HMF-010 ADDED AMPT

HMA UMass

Potential Future Equipment (HMF)

Page 11 Soils & Agg Lab

10/5/2015



Installation Notes Bench or Floor? Room Name

SAT-011 ADDED CAT D00473 Humboldt Proctor Hammer on concrete base, 15” wide x 24” deep x 12 to 18” high.

110V Dust control 20 OFOI Secured to pedestal Pedestal Soils & Agg Test Lab

SAT-012 ADDED CAT D00474 Humboldt Proctor Hammer on concrete base, 15” wide x 24” deep x 12 to 18” high.

110V Dust control 20 OFOI Secured to pedestal Pedestal Soils & Agg Test Lab

SAT-018 ADDED CAT D00477 Panasonic Microwave Oven Pro II 25.19" X 20.75" Canopy hood Bench Soils & Agg Test LabSAT-013 ADDED CAT D00524 Humboldt Proctor Hammer on concrete base, 15” wide x 24”

deep x 12 to 18” high.110V Dust control 20 OFOI Secured to pedestal Pedestal Soils & Agg Test Lab

SAT-043 N CAT E11619 Soil Dispersion Mixer 110V Bench Soils & Agg Test LabSAT-044 N CAT E11620 Soil Dispersion Mixer 110V Bench Soils & Agg Test LabSAT-019 ADDED CAT E11711 Thermolyne Muffle Furnace Canopy hood Bench Soils & Agg Test LabSAT-021 ADDED Cem 04-060 Drying Oven Preiser Scientific

Z912290-8335”W x 29 ½”Dx 78 ½”H 115/60 NEMA 5-15 Canopy hood Floor Soils & Agg Test Lab

SAT-014 ADDED Con 04-011 AND Balance FX3000 counter space 110V various Bench Soils & Agg Test LabSAT-022 N Soils 04-002 Pyrex Desicator Pyrex storage various Bench Soils & Agg Test LabSAT-023 N Soils 04-003 Pyrex Desicator Pyrex storage various Bench Soils & Agg Test LabSAT-045 ADDED Soils 04-004 Durability index Apparatus Gilson ss-18 16"x14"x30" high 115/60 Bench Soils & Agg Test LabSAT-024 N Soils 04-007 Thermolyne Hot Plate Model HP 2625r storage 110V various Bench Soils & Agg Test LabSAT-025 N Soils 04-008 Thermolyne Hot Plate Model HP 2625r storage 110V various Bench Soils & Agg Test LabSAT-026 N Soils 04-009 Soils Mixer Toastmaster Mixer

Model 5020Confirm size 110V NEMA 5-15 various OFOI Secured to pedestal Pedestal Soils & Agg Test Lab

SAT-027 N Soils 04-011 NCI Digital Display with scale 5780 in scale? various Bench Soils & Agg Test LabSAT-015 Y Soils 04-012 AND Balance EP60 KA 110 V various Bench Soils & Agg Test LabSAT-001 Y Soils 04-013 Toledo Scale 2181 48” wide x 74” tall 110V various Floor Soils & Agg Test LabSAT-028 N Soils 04-014 Humboldt Liquid Limit device H 4226 storage 18 Bench Soils & Agg Test LabSAT-029 N Soils 04-015 Humboldt Liquid Limit device H 4226 storage 18 Bench Soils & Agg Test LabSAT-030 N Soils 04-018 Gilson Void Content App SG 40 storage 13 Bench Soils & Agg Test LabSAT-031 N Soils 04-019 Orion pH meter 230A stroage pH Bench Soils & Agg Test LabSAT-002 Y Soils 04-023 Humboldt Proctor Hammer M 100 on concrete base, 15” wide x 24”

deep x 12 to 18” high.110V Dust control 20 OFOI Pedestal Soils & Agg Test Lab

SAT-003 Y Soils 04-024 Humboldt Proctor Hammer M 100 on concrete base, 15” wide x 24” deep x 12 to 18” high.

110V 20 OFOI Secured to pedestal Pedestal Soils & Agg Test Lab

SAT-004 Y Soils 04-025 HAFO 1600 Series Oven HAFO 1675 44” wide x 55” tall 240 V, 6300 W, 26.5 Amp

NEMA L5-30 Canopy hood various Bench Soils & Agg Test Lab

SAT-016 Y Soils 04-026 Gilson Sand EQ Shaker na 36" x 14" x 20" 110V 22 Bench Soils & Agg Test LabSAT-005 Y Soils 04-028 Fischer Scientific Muffle Furnace 550-14 14 1/2” wide 120 V 50/60 Hz,

1200 W, 10 ANEMA 5-15 Fume hood Organics? Bench, hood Soils & Agg Test Lab

SAT-032 N Soils 04-029 Peak Shop Microscope 2009 storage na sieve verification Bench Soils & Agg Test LabSAT-006 Y Soils 04-031 Hydrometer Bath CL-268 34” wide 110V 17 Bench Soils & Agg Test LabSAT-017 N Soils 04-033 Diamond Blade Saw Target Gaurdmatic

Masonry Saw47-3/4" x 22" x 57-1/2" 208/230, 60 unknown In D4, assumed model MS 510 Floor Soils & Agg Test Lab

SAT-033 ADDED Soils 04-034 Drying Oven Preiser Scientific Z912290-83

35”W x 29 ½”Dx 78 ½”H 115/60 NEMA 5-15 Canopy hood Floor Soils & Agg Test Lab

ASR-006 Y Soils 04-035 Gilson Micro Deval Instrument MicroDeval 22” W x 48” H 115 V 25 Floor Soils & Agg Test LabSAT-008 ADDED Soils 04-041 Sand equivalent Kit SEA-100E Testing kit in its own case, assumed

24" x 24" bench space requiredna Bench top instrument Bench Soils & Agg Test Lab

SAT-009 Y Soils 04-042 Gilson Sulfate Circulation Soundness Set

HM 194 Water bath 36" W x 18" D x 24" H Circulator 9" w x 17" D x 24" H

115 V 9 Bench Soils & Agg Test Lab

SAT-034 N Soils 04-048 Orion pH meter 230 A storage na pH Bench Soils & Agg Test LabSAT-035 N Soils 04-049 Orion electrical conductivity meter 115 storage na unknown Bench Soils & Agg Test Lab

SAT-036 Y Soils 04-050 Humboldt stirring apparatus 936 storage 110V 17 Bench Soils & Agg Test LabSAT-037 N Soils 04-051 Gilson Manual Rammer HM 551 storage na 20 Bench Soils & Agg Test LabSAT-038 N Soils 04-052 Humboldt Manual Rammer H 4170 stroage na 20 Bench Soils & Agg Test LabSAT-039 N Soils 04-053 Humboldt Manual Rammer H 4160 storage na 20 Bench Soils & Agg Test LabSAT-040 N Soils 04-054 Soiltest Manual Rammer CN415 storage na 20 Bench Soils & Agg Test LabSAT-041 N Soils 04-055 Test Lab Manual Rammer T180 storage in D3 Soils & Agg Test LabSAT-042 N Soils 04-059 VWR Ultrasonic sieve cleaner UB-18 19"x17"x20" 115/60 Bench Soils & Agg Test LabSAT-046 ADDED Soapstone sink to be moved to new

facility, associated with CBR test.60" x 24" x 18" deep Floor Soils & Agg Test Lab

SAN-003 NEW Particle Size Analyzer Gradex 2000 53" W x 32" D x 60" H 110/60 1 ph 10 A NEMA 5-15 4 Floor Soils & Agg Test LabSAN-008 NEW Shear box and computer. H-2750 40" W x 10" D x 45" H 120/220 50/60 NEMA 5-15 27 Floor Soils & Agg Test Lab

Soils & Aggregates Testing Lab (SAT)

Page 12 Physical Lab

10/5/2015




Room Name

ADDED Chem 04-001 Punch Press B1520 21” wide x 22”deep Bench Physical Testing LabChem 04-002 Carver Press Model C 15" W x 16" D x 39" H Bench Physical Testing Lab

Y Chem 04-003 Instron Tensile Tester (out of service)

1130 40” wide x 24” deep x 64” tall 115/60/1ph Out of service Bench Physical Testing Lab

N Chem 04-013 General Electirc Vaccum Pump 15 PSIG Physical Testing LabN Chem 04-014 Troemner Balance Weights FISCHER Storage Physical Testing LabY Chem 04-020 Mettler Toledo Balance PG 5002 S Allow for 16” width 110V Bench Physical Testing LabN Chem 04-026 Coating Thickness Instrument 6000 Prode Storage Physical Testing LabY Chem 04-029 Gamma Scientific Retroreflectometer 910F Allow for 24:" width 110V Physical Testing Lab

Y Chem 04-030 Glass Bead Roundness Meter F-2C Allow for 20” width 115/60/1ph Bench Physical Testing LabN Chem 04-040 Defelsko Microns Posipen Pospen Storage Physical Testing LabN Chem 04-041 Barnstead Themolyne Hotplate HP18325 Storage Physical Testing LabN Chem 04-042 Starrett Micrometer Calipers 230 Storage Physical Testing LabN Chem 04-043 Starrett Micrometer Calipers 576 Storage Physical Testing LabN Chem 04-044 Starrett Micrometer Calipers 721 Storage Physical Testing LabN Chem 04-045 Starrett Micrometer Calipers 732 Storage Physical Testing LabN Chem 04-046 Starrett Micrometer Calipers 216 Storage Physical Testing LabN Chem 04-047 Platinum Crucible (Weight) Platinum Crucible Storage Physical Testing LabN Chem 04-049 Type A Gardner Durometer 306 L Storage Physical Testing LabN Chem 04-050 Type A Gardner Durometer 306 L Storage Physical Testing LabN Chem 04-052 Type D Shore Durometer Type D Storage Physical Testing LabN Chem 04-053 Shore Instrument Thickness Gauge DR Storage Physical Testing Lab

N Chem 04-054 Starrett Thickness Gauge 25-441/5 Storage Physical Testing LabY Chem 04-055 Gilson Large Sample Splitter S 3648 Backdraft exhaust Physical Testing Lab

Y Chem 04-056 Soiltest Small Sample Splitter Physical Testing LabChem 04-079 Instron Tensile Tester and Console 1130 40” W x 24” D x 64” H 115/60/1ph None Replaced / Surplus Bench Physical Testing Lab

Y Con 04-013 SATEC Compressive Strength Machine

UTC300HVL Machine: 40” W x 30” D x 180” H Floor Physical Testing Lab

Y Con 04-015 SATEC Control Panel T563-173-1 Control panel: 48” W x 36” D x 40” H 1 Floor Physical Testing Lab

Y Con 04-017 Blodgett Gas Oven (Bricks) 4S 45” wide x 28” deep x 59 tall, natural gas line. Under hood

Gas ventilated 13 Replaced by new oven (PTLN-001) listed below

Floor Physical Testing Lab

ADDED Con 04-019 Satec Rebar Bend App Rebar Bend Storage Physical Testing LabN Con 04-034 Elongation Calipers Storage Physical Testing Lab

ADDED Con 04-047 Instron Satec Cable Extensometer Storage Hand held instrument with data connection requirements

Physical Testing Lab

N Con 04-059 Gardner Coating Thickness Cal Standards

SRM 135A Storage Physical Testing Lab

N Con 04-068 Defeisko Coating Thickness Gauge 6000-2 Storage Physical Testing Lab

ADDED Con 04-070 Instron Rebar Extensometer P9M Storage Hand held instrument with data connection requirements

Physical Testing Lab

N Con 04-083 Satec Bolt Testing Apparatus Storage Floor Physical Testing LabDuctile Iron Adaptor Floor Physical Testing Lab

NEW Gas Oven Gilson Peerless PO-23 45" W x 28" D x 59" H Canopy hood OFCI Gas line connection Floor Physical Testing Lab




Room Name

ADDED Chem 04-001 Punch Press B1520 21” W x 22” D Bench Sample PrepADDED Chem 04-002 Carver Press Model C 15" X 16" Bench Sample PrepADDED Chem 04-021 Hobart Meat Slicer 1612E 27" W x 24" D x 22" H 115V, 60 Hz Bench Sample PrepADDED Chem 04-076 Rubber Buffing Machine 1k076BA 3' of bench top 110/60 NEMA 5-15 Backdraft exhaust Bench Sample Prep

Physical Testing Lab (PTL)

Sample Prep (PTT)

Page 13 Physical Lab

10/5/2015




Room Name

Physical Testing Lab (PTL)

ADDED Con 04-006 Craftsman Drill Press Model 12540 Floor Sample PrepADDED Con 04-012 Westward Bench Grinder 4TM71 13"x17.5"x 14.38h 120v, 7.7 amp Bench Sample PrepADDED Con 04-049 Crafsman Grinder C2371 22" X 11" X 12" Bench Sample PrepADDED Con-04-025 Dayton 18” band saw 68” long x 24” wide 120/60/1ph NEMA 5-15 Dust control 1 Floor Sample PrepADDED Soil-04-030 Wilton Band Saw 7020 79x31x41h NEMA 5-30 Dust control Unknown Floor Sample Prep

NEW Automatic Cylinder End Grinder H-2962 52.5" W x 24" D x 37" H 120/60 Hz NEMA 5-15 Backdraft exhaust Floor Sample Prep

NEW Band Saw GROB 6v-36 108" W x 77" D x 63" H 208/230/460 and NEMA 12 Dust control Floor Sample PrepNEW Bobcat Pallet Fork 753 To be used with Bobcat Garage 002

ADDED Environmental Chamber UMass Amherst

Caron 7000-75-1 85.5" W x 35.1" D x 81.5" H 115V, 60 Hz, 16A Standard 20 amp laboratory electrical outlet

OFCI Requires access to water line for humidity control

Floor Sample Prep

ADDED Environmental Chamber UMass Dartmouth

CSZ ZP(H)-8 35.6" W x 56.6" D x 75.8" H (1) 120V circuit 10 A, (1) 230V circuit 15 A

OFCI Requires access to water line for reverse osmosis, and access to compressed air line

Floor Sample Prep

Page 14 Nuclear Gauges

10/5/2015

Nuclear Gauge Storage

Status Equipment ID Equip Description Model Number Equipment Size Electrical Req Ventilation Req AASHTO/ ASTM Ref

Notes Bench or Floor Room Name

Troxler Surface Moisture-Density Gauge 3430 10"W x 15"D x 24"H 110/220V, 50-60 Hz Rechargable battery pack Nuclear Gauge StorageTroxler Surface Moisture-Density Gauge 3440 10"W x 15"D x 24"H 110/220V, 50-60 Hz Rechargable battery pack Nuclear Gauge StorageTroxler Surface Moisture-Density Gauge 3440 10"W x 15"D x 24"H 110/220V, 50-60 Hz Rechargable battery pack Nuclear Gauge StorageTroxler RoadReader Gauge 3450 9"W x 17"H x 20"H 12V dc nominal, 800

MA minimumRechargable battery pack Nuclear Gauge Storage

Instrotek Validator I 19"W x 12"D x 18"H Verif ies nuclear density gauge calibration


Instrotek Validator II Portable calibration / verif ication device


Troxler Moisture Density Gauge Case 3440 14" W x 29.5" D x 17" H Case size Nuclear Gauge StorageTroxler Raodreader Plus Gauge Case 3450 13.9"W x 17.9" D x 30.8" H Case size Nuclear Gauge Storage

Back up EquipmentBroken Equipment (No Longer In Use)

DECODERPermanent Equipment InstallationSemi-Permanent Equipment InstallationStored EquipmentPermanent Equipment Installation Equipment In Contract


ATTACHMENT B

Floor Layouts and Drawings

Central Research and MaterialsLaboratoryWood Street Hopkinton, MA

PRIME PACKAGE CONSTRUCTION DOCUMENT SET8 June 2015

Owner

Massachusetts Department ofTransportation Highway Division

Owner's Representative

City Point Partners

11 Elkins Street, Suite 470Boston, MA 02127

1.617.315.7832

MEP/FP/FA/T/SEC Engineer

R.G. Vanderweil Engineers, LLP

274 Summer StreetBoston, MA 02210

1.617.423.7423

Structural Engineer

Lim Consultants, Inc.

6 Pleasant Street, Suite 520Malden, MA 02148

1.781.338.9300

10 Park Plaza, Suite 4160Boston, MA 02116

1.857.368.4636

Civil Engineer

Nitsch Engineering

2 Center Plaza, Suite 430Boston, MA 02108

1.617.338.0063

Elevator Consultant

VDA(Van Deusen & Associates)101 Summer Street, 4th FloorBoston, MA 02210

1.617.574.5099

Code Consultant

R. W. Sullivan Engineering

529 Main Street, Suite 203Boston, MA 02129

1.617.523.8227

Architect

Elkus Manfredi Architects

25 Drydock AvenueBoston, MA 02110

1.617.426.1300

LEED/Sustainability

The Green Engineer, Inc.

54 Junction Square DriveConcord, MA 01742

1.978.369.8978

Landscape Architect

Copley Wolff Design Group

160 Boylston Street, 3rd FloorBoston, MA 02116

1.617.654.9000

Geotechnical Engineer

Haley & Aldrich

465 Medford Street, Suite 2200Boston, MA 02129

1.617.886.7400

Lighting ConsultantSladen FeinsteinIntegrated Lighting, Inc.295 Huntington Avenue, Suite 305Boston, MA 02115

1.617.267.9500

Specification Writer

John Van Stone Fogg,R.A., NCARB, CSI24A Coldspring DriveSutton, MA 01590

1.508.581.4068

Acoustical Consultant

Acentech

33 Moulton StreetCambridge, MA 02138

1.617.499.8000

Exhaust Re-Entrainment Consultant

RWDIRowan Williams Davies & Irwin Inc.650 Woodlawn Road WestGuelph, Ontario, Canada N1K1B8

1.519.823.1311

Commissioning Agent

RDK Engineers

200 Brickstone SquareAndover, MA 01810

1.978.296.6313

Cost Estimating

Faithful + Gould

55 Summer Street, 3rd FloorBoston, MA 02110

1.617.423.5548

C-330

SPSWRM

1" = 50'

OFFSITE UTILITYIMPROVEMENTS PLAN

Project Name:

MASSDOT Project Number

Central Researchand Materials

602874

Project Location

Project Architect

Drawn By:Checked By:EMA Project No. 13155.00Scale:

Original Issue Date:

EARLY PACKAGE CD SET

RevisionsNo. Description Date

Plan Name:

Drawing Number:

Project Consultant

Wood StreetHopkinton, MA

Ten Park PlazaSuite 4160

Boston MA 02116857 368 4636

www.mass.gov/massdot

25drydock avenueboston massachusetts 02210

617.426.1300

Laboratory

9 March 2015

3/23/15ADDENDUM #11

NPROJECT NORTH

NITSCH PROJECT #7529

2 Center Plaza, Suite 430

Civil Engineering

GIS

4/27/15ADDENDUM #226/08/15PRIME PKG. CD'S3

6/08/15PRIME PKG. CD'S4

LS

1

TRANSFORMER PADSEE DETAIL 1/E-102.SEE NOTE #4

MAIN ELECTRIC

ROOM

APPROXIMATE LOCATION OFPROPOSED EVERSOURCEELECTRIC POLES

IT ROOM

B

B

D

D

C

C

LIFT STATION

SEE NOTE #5

SEE NOTE #3

SEE NOTE #7

HHB

PV HANDHOLE TYPE "B"SEE DETAIL 4/E-102. SEENOTE #6

E-104

2

HH

A

DPSB41-32SEE NOTE #8

SL1

SL1

LG1

LG1

LG1

LG1

LG1

LG1

LG1

LG1

LG1

LG1

SITE LIGHTINGHANDHOLE "A" SEEDETAIL 4/E-102.

SL1

SL1

SL1

SL1

SL1

SL1

SL1

SL1

SEE DETAIL 5/E-102 FORBASE DETAIL ( TYPICALFOR ALL LG1, AND LG2FIXTURES)

HH

ADPSB41-32SEE NOTE #8

SITE LIGHTING HANDHOLE"A" SEE DETAIL 4/E-102.

LG1

LG1

LG2

LG1

LG1LG1LG1

LG2

SL1

SL1

SL1

SL1SL1SL1 SL1

SL2

SL2

SL2SL2SEE DETAIL 8/E-102 FOR

BASE DETAIL ( TYPICALFOR ALL LG3, AND LG5FIXTURES)

HH

A

SEE NOTE #1

SITE LIGHTINGHANDHOLE "A" SEEDETAIL 4/E-102.

SL1

SL1

SL1

SL1

SL1

SL1

LG1

LG1

LG1

LG1

LG1 LG1 LG1

CC

A

A

BOLLARD(TYP. 5)

LG2

SL1

SL1

SL2

SL2

SL2

SL2

SL2

SL2SL2 SL2

SL2SL2 SL2

SL2 SL2

LG5

LG5

LG5

LG5

LG5

LG5

LG5

LG5

LG5 LG5 LG4 LG5 LG5 LG5 LG5 LG5

SEE NOTE #1

HH

SL1

A

HHA

SL1

LP41-1SEE NOTE #2

HHA

SEE NOTE #9

ELECTRICMANHOLE SEEDETAIL 2/E-103

COMMUNICATIONSMANHOLE SEEDETAIL 1/E-103

LG2

SL1

LG2

LG2

LG1

LG1

SL1

SL1

LG4 LG4

A

A

EE

SEE NOTE #9

SEE NOTE#13 & #14

SEE NOTE #10

SEE NOTE #10

SEE NOTE #10

SEE NOTE #11

HH

C

SEENOTE#12

SIGN LIGHTING HANDHOLESEE DETAIL 4/E-102.

LP41- 1

LP41- 1

r15

r15

r15

r15

r15

r15

r15

r15

r15 r15 r15 r15 r15 r15 r15r15r15r15

r16

r16

r16

r16

r16

r16 r16 r15 r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15

r15 r15

PROJECT NORTH

N


Boston MA 02116857 368 4636


MASSDOT Project Number

602874

Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:

No. Description Date

PRIME PACKAGE CD SET

1" = 20'-0"

E-101

ELECTRICAL SITE PLAN

13155.00

Central Researchand MaterialsLaboratory


AP

MPS

08 JUNE 2015

ELECTRICAL SHEET NOTES - SITE

1 EXTEND 2"C, 2-#6 & 1-#6 GROUND TO MAIN ELECTRIC ROOM. CONNECT TO PANELBOARD LP41VIA LCP1.

2 EXTEND 1"C, 2-#10 & 1-#10 GROUND TO MAIN ELECTRIC ROOM. CONNECT TO PANELBOARDLP41 VIA LCP1.

3 2-5" RIGID STEEL CONDUIT FOR PRIMARY POWER TURNING UP AT UTILITY POLE. EXTENDRACEWAYS 15'-0" ABOVE FINISH GRADE UP THE POLE OR TO A HEIGHT AS DIRECTED BYEVERSOURCE. PROVIDE PULL STRING IN RACEWAYS TO TRANSFORMER PAD ANDTERMINATE RACEWAYS WITH A CAPPED BUSHING. SCOPE INDICATED IN THIS NOTE WASINSTALLED IN THE EARLY PACKAGE, THIS NOTE IS INCLUDED FOR INFORMATION ONLY.

4 TERMINATE THE RIGID STEEL CONDUIT RACEWAYS FROM PRIMARY DUCT BANK "A-A" ANDSECONDARY DUCT BANK "B-B" WITH CAPPED BUSHINGS. ALL RACEWAYS TO BE PROVIDEDWITH PULL STRINGS. SCOPE INDICATED IN THIS NOTE WAS INSTALLED IN THE EARLYPACKAGE, THIS NOTE IS INCLUDED FOR INFORMATION ONLY.

5 2-2" RIGID STEEL CONDUITS TURNING UP ADJACENT TO THE LIFT STATION. COORDINATEEXACT LOCATIONS WITH THE CIVIL ENGINEER. TERMINATE RACEWAYS 2'-0" ABOVE FINISHGRADE. PROVIDE RACEWAYS WITH CAPPED BUSHINGS. SCOPE INDICATED IN THIS NOTE WASINSTALLED IN THE EARLY PACKAGE, THIS NOTE IS INCLUDED FOR INFORMATION ONLY.

6 2-4" CONDUITS ENTERING THE PV HAND HOLE ARE TO BE CAPPED. SCOPE INDICATED IN THISNOTE WAS INSTALLED IN THE EARLY PACKAGE, THIS NOTE IS INCLUDED FOR INFORMATIONONLY.

7 2-4" RIGID STEEL CONDUITS FOR COMMUNICATIONS SERVICES TURNING UP AT UTILITY POLE.EXTEND RACEWAYS UP THE POLE 10'-0" ABOVE FINISHED GRADE. PROVIDE PULL STRING INRACEWAYS TO COMMUNICATIONS MANHOLE. PROVIDE RACEWAYS WITH CAPPED BUSHINGS.SCOPE INDICATED IN THIS NOTE WAS INSTALLED IN THE EARLY PACKAGE, THIS NOTE ISINCLUDED FOR INFORMATION ONLY.

8 EXTEND 2"C, 2-#6 & 1-#6 GROUND TO MAIN ELECTRIC ROOM. CONNECT TO PANELBOARDDPSB41 VIA INVERTER #2 AND LIGHTING CONTROL PANEL #1 (LCP1).

9 BOTTOM OF DUCT BANKS WITHIN THE BUILDING ARE TO BE INSTALLED AT ELEVATION 400 TOAVOID OTHER MECHANICAL PIPING SYSTEMS. DUCT BANKS TO BE INSTALLED OVER THEFOOTING AT THE PERIMETER

10 DUCT BANKS AND MANHOLES SHOWN WITH LIGHT DASHED LINES HAVE BEEN INSTALLED ASPART OF THE EARLY PACKAGE.

11 REFER TO DETAIL 5/E-103. DUCT BANKS HAVE BEEN TERMINATED AS PART OF THE EARLYPACKAGE. DUCT BANKS ARE TO EXTEND TO THE MAIN ELECTRIC AND IT ROOMS. REFER TODETAIL 2/E-102 FOR DUCT BANK CONFIGURATIONS.

12 EXTEND A 2"C, FROM THE HAND HOLE TO ELECTRIC ROOM 104L AND TERMINATE IN A SCREWCOVER JUNCTION BOX. PROVIDE PULL STRING IN THE CONDUIT.

13 LIFT STATION CONTROL PANEL (PROVIDED BY OTHERS) IS TO BE MOUNTED ADJACENT TOTHE LIFT STATION ON A SELF SUPPORTING STEEL RACK. THE RACK IS TO BE SUPPORTED ONA CONCRETE PAD. THE 2-2" RIGID CONCUITS INSTALLED UNDER THE EARLY PACKAGE ARETO BE EXTENDED TO THE CONTROL PANEL FOR POWER AND LOW ENERGY WIRING.

14 LIFT STATION POWER IS TO BE FED FROM DPSB41. EXTEND 3 #8 AND 1 #10 GND FROM THECONTROL PANEL TO DPSB41. USE DUCT BANK FOR UNDERGROUND INSTALLATION AND A 1"RACEWAY FOR THE INTERIOR RACEWAY.

15 REFER TO SHEET "E-712" FOR LIGHTING CONTROL RELAY SCHEDULES.

UP

UP

UP

DN

1

A410

7

400

1

A411

1

400

1.8

2.3

LOADINGDOCK

102EXT

4.1

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

11

2

33

4

55

VESTIBULE100A

VESTIBULE107A

VESTIBULE110A

ELEVATORLOBBY100B

CORRIDOR101

CORRIDOR102

PASSAGE103

PASSAGE104A

CORRIDOR104

CORRIDOR105

CORRIDOR106

CORRIDOR107

CORRIDOR108

CORRIDOR109

CORRIDOR110

CONFERENCE101B

OPENOFFICE

101A

CONFERENCE101D

OFFICE101C

OFFICE101F

OFFICE101E

OPENOFFICE

102A

MEN103A

WOMEN103B

OFFICE102B

OFFICE102C

OFFICE102D

BREAKOUT104B

OFFICE104D

OFFICE104E

OFFICE104F

OFFICE104G

RECORDSSTOR104H

OFFICE104J

ELECT104L

ELEVATOREL-1

PLUMBING106B

PLUMBING106C

INCOMINGSERVICE

106D

ASPHALTBINDER

TEST LAB106E

BINDERRM

106G

SAMPLESTOR106L

MEN106H

HMA TESTLAB106K

LABSUPPLIES

106Q

STOR107D

IT107B

MAINELECT107C

LABSUPPLIES

107E

SSMCHEMICALTEST LAB

107G

STOR107H

CEMENTITIOUSTEST LAB

107K

ASR RM107L

SAMPLESTOR107M

VIRGINCHEMSTOR108A

LAB EQPTSTOR108B

DUSTCOLLECTOR

108C

COPY108D

NUCLEARGA STOR

108E

HSKPG108F

SOILS &AGGS

TEST LAB108G

SAMPLESTOR108H

MOISTCURE RM

109D

VEST109A

LA RM109B

AGGREGATESSHAKER

RM109C

LAB VEST109E

PCC TESTLAB109F

STOR109H

MIXING109J

CUTTING109K

STOR110B

LAB VEST110C

SSMPHYSICALTEST LAB

110D

SAMPLESTOR110E

SAMPLEPREP110F

CARTALCOVE

110G

RECEIVING110H

SAMPLEDROP OFF

110J

LOBBY100

SHOWER106J

SHOWER106N

LAB REFLIBRARY

106A

MATERIALSMANAGEMENT

RECORDSSTORAGE

104M

PHONE100C

STAIR1ST-2

SAMPLESTOR106F

BLDGSUPPLYSTOR106P

STORAGE105A

HSKPG105B

LAB VEST107J

ASR TEMPCONTROLLED

RM109G

WASTECHEMSTOR107F

WOMEN106M

A-560

2

1

A-560

4

3

5 7

A-560 86

1

A-210

1

A-211

2

A-210

A-520

1 A-530

1

A-531

1

A-512

1

A-540

1

A-541

1A-550

1

A-551

1

A-501

A-513

1

A-510

1

LAB AREA (EAST OF COLUMN LINE D) CONSTRUCTION PLAN GENERAL NOTES

1. ALL INTERIOR PARTITIONS ARE PARTITION TYPE A2 UNLESS OTHERWISE NOTED.

2. ALL INTERIOR GWB EAST OF COLUMN LINE D EXCEPT WALLS RECEIVING TILE SHALL BE HIGH ABUSE XP, U.O.N.

3. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS AND IDENTIFICATION OF PARTITION TYPES.

4. PB SYMBOL INDICATES PUSH PLATE FOR AUTO DOORS.

5. ROOM NUMBER = DOOR NUMBER TYPICAL, EXCEPT WHERE ROOMS HAVE MULTIPLE DOORS. PREFIX xINDICATES EXTERIOR DOOR.

6. ALL CORNERS EAST OF & INCLUDING COLUMN LINE 'D' TO RECEIVE CORNER GUARDS. ALL CORNER GUARDS ARE TYPECG-1 UNLESS OTHERWISE NOTED. REFER TO ENLARGED PLANS FOR CORNER GUARD LOCATIONS AND TYPE.

OFFICE AREA (WEST OF COLUMN LINE D) CONSTRUCTION PLAN GENERAL NOTES

1. ALL INTERIOR PARTITIONS ARE PARTITION TYPE B3 UNLESS OTHERWISE NOTED.



4. ALL WOOD BLOCKING AND PLYWOOD FOR BUILT IN MILLWORK AND OTHER WALL & CEILING MOUNTED ITEMS SHALL BE FIRE RETARDANT, ALL BY CM. PROVIDE BLOCKING FOR ALL EQUIPMENT, AV EQUIPMENT, TOILETEQUIPMENT, TOILET ACCESSORIES, SIGNAGE, MARKBOARDS AND MILLWORK AS REQUIRED.

5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK.

6. CONTRACTOR SHALL CHALK-OUT PARTITION LINES FROM FACE OF FINISH TO FACE OF FINISH AND NOTIFY ARCHITECT FOR REVIEW AND APPROVAL BEFORE SETTING BASE PLATES AND METAL STUDS.

7. ALL PARTITIONS ARE DIMENSIONED FROM FINISHED FACE OF PARTITION TO FINISHED FACE OF PARTITION OR ELEMENT U.O.N. ALL "HOLD", "MIN." OR "CLEAR" DIMENSIONS ARE NOT ADJUSTABLE AND SHALL NOT BE CHANGEDUNLESS APPROVED BY ARCHITECT.

8. ALL DIMENSIONS MARKED "CLEAR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES.

9. UNDERCUT ALL DOORS TO CLEAR TOP OF FINISH FLOOR OR DOOR THRESHOLD BY 1/4" MAXIMUM UNLESS NOTED OTHERWISE.

10. CONTRACTOR SHALL VERIFY AND COORDINATE WITH ARCHITECTURAL REQUIREMENTS AND DIMENSIONS OF EQUIPMENT AND FURNISHINGS TO BE PROVIDED BY TENANT.

11. ALL INTERIOR GWB IN STAIR #3, STAIR #4 & MECHANICAL ROOM SHALL BE HIGH-ABUSE XP.

A5A5

A5

A5

A5

H4

A2A2

A2

A2

A2

A2

A2

A2

E1

E1

E1

E1

E1

A-501 4

A5

FEC

FEC

FEC

FEC

DOCK LEVELER

1'-8

"33

'-0"

33'-0

"33

'-0"

33'-0

"1'

-8"

1'-8" 27'-0" 21'-0" 21'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 6'-6" 1'-8"

260'-10"

E1

1'-7

15/

16"

30'-0

"36

'-0"

27'-3

"13

'-6"

25'-3

"1'

-8"

135'

-4"

1'-8" 27'-0" 21'-0" 21'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 6'-6" 19'-8"

VARIES 291'-2"

UP

2

A-211

2

A-201

1

A-201

2

A-200

1

A-200 L.3

L.3

4.1

L.8

12'-4"

A-600

2

2'-4

1/4

"

E1

8"E1

E1

16'-0

"7'

-10

1/2"

11"

8'-0

"

A-420

2

A-570

1

5

STAIR 11ST-1

PHONE102F

A-500

4

PASSAGE102E

DOCK BUMPERS; TYP.

135'

-4"

3'-6

"23

'-0"

1'-6

"12

'-0"

1'-6

"23

'-0"

1'-6

"

OVERHEADDOOR OUTLINE

10 5

/8"

11"11

'-2 1

/2"

GARAGE002

GARAGE001

A-600

1

A-600

7A-600

9

A-600

5

1'-8"

A-513

5

13'-0

"

6'-8"

10"

4'-0"

EQ EQ

S1

S2

S4

S3

S5

S6

S7 S8

S9

32

10

A-601

ES1

1A1

1A1

1A11A1

106KA

106KB

106KC

110FA

x110FB

110JA x110JB

x001E

001A

x001D

x001C

x001B

13

A-800

ES2

ES4

ES3

ES6

ES6

ES7

ES5

9'-5" 10'-8"

CLEAR

6'-0"

14'-1"

10"

10'-0

"10

"10

'-0"

4'-1

"6'

-6"

ALIGN

11" 21'-0" 11"

CLEAR

6'-0" 14'-1"11'-5" 11'-5"

14'-3

"

CLEA

R

6'-0

"1'

-11"

3'-8

7/8

"

7'-2

1/4

"

1

320

A-600

3SIM

7'-0 1/2" 60'-4" 1'-7 1/2"4'-8" 60'-0" 5'-4" 42'-0" 5'-0" 60'-8" 4'-4"

8'-9 1/2" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-2 1/2" 4'-0" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 4'-0" 8'-0" 8'-8" 8'-8" 8'-8" 8'-0" 4'-4" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 4'-4"

13'-1

0 7/

8"

A9'-9 1/2"

A

6'-0

"1'

-11"

9'-1

0 7/

8"8'

-3 1

/4"

1'-2

3/4

"

PROJECT NORTH

N


Boston MA 02116857 368 4636


MASSDOT Project Number602874

Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



3/32" = 1'-0"

A-101

FIRST FLOORCONSTRUCTION PLAN

13155.00



NF. FR

GA

8 June 2015

UP

UP

DN

2

A410

2

A411

1

A412

E.3

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

11

22

33

44

55

ELEVATORLOBBY200A

CORRIDOR200

PASSAGE203

CORRIDOR201

PASSAGE204A

CORRIDOR204

TRAININGCONFERENCE

200B

BREAKOUT200C

PANTRY200D

FURNSTOR /COATS200E

MEN203A

WOMEN203B

OPENOFFICE

201C

OFFICE201B

OFFICE201A

PASSAGE202

OFFICE201D

OPENOFFICE

201E

BREAKOUT204B

OFFICE204D

OFFICE204F

OFFICE204G

IARECORDSSTORAGE

204H

STAIR2ST-1

STAIR2ST-2

STAIR2ST-3

IT204K

HSKPG204J

2

A-211

MECHANICAL300

A-513

2

A-513 3

4

A-511

1

A2

A2

E4

A2

A2

A2

A2

1C2

A2A2

A2 A2

A5

A3

ADJUSTABLESHELVING UNIT

BRACE FRAME

FEC

FEC

1'-8

"33

'-0"

33'-0

"33

'-0"

33'-0

"1'

-8"

135'

-4"

1'-8" 27'-0" 21'-0" 21'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 8'-2"

260'-10"

1'-7

15/

16"

33'-0

"33

'-0"

33'-0

"33

'-0"

1'-8

"

135'

-4"

27'-0" 21'-0" 21'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" VARIESVARIES

276'-10 3/8"

2

A-201

1

A-201

2

A-200

1

A-200

4

A-201

1

A-211

2

A-210

1

A-210

UP

L.3

L.3

4.1 4.1

A-420

3

A-501

1

A-513

6

SEE A-103 COMPOSITE ROOF PLANFOR ROOF DETAILS

SEE A-103 COMPOSITE ROOF PLANFOR ROOF DETAILS

9'-6

"

10'-6 1/8"

A-500

1

A-513

7

S10 S10 S11 S11

S12

S5

S13 S14

S15

A-702

31

10

A-601

x300A

4'-7

"11

'-1"

14'-6 1/2"

3'-8

"

OFFICE AREA (WEST OF COLUMN LINE D) CONSTRUCTION PLAN GENERAL NOTES

1. ALL INTERIOR PARTITIONS ARE PARTITION TYPE B3 UNLESS OTHERWISE NOTED.



4. ALL WOOD BLOCKING AND PLYWOOD FOR BUILT IN MILLWORK AND OTHER WALL & CEILING MOUNTED ITEMS SHALL BE FIRE RETARDANT, ALL BY CM. PROVIDE BLOCKING FOR ALL EQUIPMENT, AV EQUIPMENT, TOILETEQUIPMENT, TOILET ACCESSORIES, SIGNAGE, MARKBOARDS AND MILLWORK AS REQUIRED.

5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH WORK.

6. CONTRACTOR SHALL CHALK-OUT PARTITION LINES FROM FACE OF FINISH TO FACE OF FINISH AND NOTIFY ARCHITECT FOR REVIEW AND APPROVAL BEFORE SETTING BASE PLATES AND METAL STUDS.

7. ALL PARTITIONS ARE DIMENSIONED FROM FINISHED FACE OF PARTITION TO FINISHED FACE OF PARTITION OR ELEMENT U.O.N. ALL "HOLD", "MIN." OR "CLEAR" DIMENSIONS ARE NOT ADJUSTABLE AND SHALL NOT BE CHANGEDUNLESS APPROVED BY ARCHITECT.

8. ALL DIMENSIONS MARKED "CLEAR' SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES.

9. UNDERCUT ALL DOORS TO CLEAR TOP OF FINISH FLOOR OR DOOR THRESHOLD BY 1/4" MAXIMUM UNLESS NOTED OTHERWISE.

10. CONTRACTOR SHALL VERIFY AND COORDINATE WITH ARCHITECTURAL REQUIREMENTS AND DIMENSIONS OF EQUIPMENT AND FURNISHINGS TO BE PROVIDED BY TENANT.

11. ALL INTERIOR GWB IN STAIR #3, STAIR #4 & MECHANICAL ROOM SHALL BE HIGH-ABUSE XP.

13'-11 1/2" 6'-1" 29'-11" 6'-1"

2'-7

"7'

-3"

ALIGN

10'-8

"3"

9'-5" 10'-8"

CLEAR

6'-0" 22'-10"

CLEAR

6'-0"

CL

22'-1

"

11'-5" 10'-6"

9'-1

1"

11"

2'-10" 60'-8"

4'-4" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 8'-8" 4'-4"

10'-0" 5'-0"

5'-9

1/4

"9'

-4 1

/8"

PROJECT NORTH

N


Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



3/32" = 1'-0"

A-102

SECOND FLOOR &MECHANICAL ROOMCONSTRUCTION PLAN

13155.00



FR, MY

GA

8 June 2015

DN

A-201

3

A-200

1

A-201

1

A-200

2

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

11

22

33

44

55

C.3 E.3

1.8

2.31

A-210

4

A-2103

A-210

A-201

7

2

A-210

A-201

2

27'-0" 21'-0" 6'-5" 14'-7" 26'-0" 8'-8" 17'-4" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 6'-6"

33'-0

"33

'-0"

33'-0

"33

'-0"

19'-8" 27'-0" 21'-0" 21'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 6'-6" 4'-11"

1'-8

"30

'-0"

3'-0

"33

'-0"

27'-3

"5'

-9"

7'-9

"25

'-3"

1'-8

"

STORAGEROOM400B

ELEV.CONTROL

RM400A

ROOFACCESS

400

ROOF ASSEMBLY:• SLOPED MTL DECK; SEE STRUCTURAL DWGS• 8" RIGID INSULATION SLOPED TO DRAIN• 1/2" PROTECTION BOARD• TPO ROOFING MEMBRANE (075400); TYP.

425'-4"

LOW POINT

RD

438'-4"

LOW POINT

438'-4"

ELEV

425'-4"

LOW POINT

RD

OVER FLOW RD, TYP; REFER TO PLUMBINGDWGS; COORDINATE WITH STRUCTURALSTEEL FRAMING BELOW

FREE STANDING ROOF EDGE RAILING SYSTEM;CUSTOM PAINTED; B.O.D. KEEGUARD;REFER TO SPECIFICATIONS

RD

RDRD RD

RD

RD

438'-4"

LOW POINT

RD

RD

RDRD

RD

ROOF ASSEMBLY:• SLOPED MTL DECK; SEE STRUCTURAL DWGS• 8" RIGID INSULATION SLOPED TO DRAIN• 1/2" PROTECTION BOARD• TPO ROOFING MEMBRANE (075400); TYP.

(L.P.) 437'-4"

OFFICE/ MECH ROOF T.O.S/U.O.D

(L.P.) 424'-4"

LAB ROOF T.O.S/U.O.D

RTU-1;SEE MECH DWGS

RTU-2;SEE MECH DWGS

442'-7"

TOP OF PARAPET

429'-7"

TOP OF PARAPETSLOPED PARAPET WALL;REFER TO ELEVATIONS

UP

UP

UP

SLOPED PARAPET WALL;REFER TO ELEVATIONS

SLOPED PARAPET WALL;REFER TO ELEVATIONS

A

A

A

EQUIPMENT SCREEN WALL; WITHGALVANIZED HSS STEELSUPPORT FRAMING

LOUVERED EQUIPMENT SCREEN; WITHGALVANIZED HSS STEEL SUPPORT FRAMING




EQUIPMENT SCREEN WALL; WITH GALVANIZED HSS STEEL SUPPORTFRAMING; B.O.D CENTRIA PROFILE SERIES "STYLE-RIB" WITHMICROSEAM CORNERS

A-401

1

WALKWAY PADS; TYP.

070002WALKWAY PADS; TYP.

3'-0"

3'-0

"

260'-10"

1'-8"

1'-8"

1'-8"

1'-8

"

SCUPPER TOLAB ROOF BELOW

SCUPPER TOLAB ROOF BELOW

135'

-4"

47°

282'-1"

1'-8"

1'-6

"

1'-6

"

3'-3" 4'-0" 6'-6" TYP.

6'-6

" TYP

.1'

-7"

3'-11" 4'-10 1/2"

3'-0

"

4'-0"

NON-PENETRATINGPORTABLE DEADWEIGHT

ANCHOR; TYP.

MIN

.

10'-0

"

MAX

.

25'-0

"

MIN.

10'-0"

MIN

.

10'-0

"

NON-PENETRATING PORTABLEDEADWEIGHT ANCHOR; TYP.

L.3

L.3

4.1

439'-9"

TOP OF PARAPET

439'-9"

TOP OF PARAPET

439'-9"

TOP OF PARAPET

439'-9"

TOP OF PARAPET

426'-9"

TOP OF PARAPET

426'-9"

TOP OF PARAPET

429'-7"

TOP OF PARAPET442'-7"

TOP OF PARAPET

439'-0"

HIGH POINT

439'-0"

HIGH POINT

439'-9"

TOP OF PARAPET

439'-0"

HIGH POINT

439'-0"

HIGH POINT

439'-0"

HIGH POINT

426'-0"

HIGH POINT

426'-0"

HIGH POINT

426'-0"

HIGH POINT

425'-4"

LOW POINT

EXHAUST FAN;SEE MECH. DWGS

426'-0"

HIGH POINT

439'-0"

HIGH POINT

EQ EQ

SLOPED WING WALL BELOW;REFER TO ELEVATIONS

426'-0"

HIGH POINT

426'-0"

HIGH POINT

439'-0"

HIGH POINT

RTU-3; SEE MECH. DWGS

RIGID INSULATION CRICKET; TYP.

A-202

3

CONDENSING UNIT FOR ASR ROOM; BLOCKING TO DECK BELOWREQUIRED WITH NEOPRENE PADS. LOCATION, PENETRATIONS,AND ROOFING TO BE COORIDNATED WITH CM

DOUBLE WALL PARAPET

DOUBLE WALL PARAPET

135'

-4"

1'-8

"

426'-0"

HIGH POINT

8" RIGID INSULATION UNDERUNIT (070002); TYP.

5

A-341

SIM.

5

A-341

SIM.

5

A-341

SIM.

5'-5

"

10'-5"

5'-8"

8'-1

1 1/

4"

A-202

5

426'-0"

HIGH POINT

2'-6

"

07 72 00

07 72 00.07 GUARD RAIL SYSTEM



C D

2

3

C.3

A-201

2

1'-4" 14'-7" 2'-6"

1'-4

"33

'-0"

RD

OVER FLOW RD; REFER TO PLUMBING DWGS;COORDINATE WITH STRUCTURAL STEELFRAMING BELOW

ROOF ASSEMBLY:• LEVEL MTL DECK; SEE STRUCTURAL DWGS• TAPERED RIGID INSULATION (8" MIN.) SLOPED TO DRAIN• 1/2" PROTECTION BOARD• TPO ROOFING MEMBRANE (075400); TYP.

449'-4"

LOW POINT

SLOPING MTL COPING; SEEELEVATION


SAFETY ANCHOR WITH INSULATIVE COATING AND S.S.U BAR; TYP. ALIGN WITH STRUCT. STEEL BEAM BELOW

WALK WAY PAD

4'-0"

6'-0

"

FIXED LADDER DN TOOFFICE ROOF; SEE A-401

1'-4

"

1'-4"

EQ EQ

450'-4" TYP.

TOP OF PARAPET

11'-6

"10

'-0"

449'-8"

HIGH POINT

DN

18'-5"

10

A-341

SIM.

GENERAL ROOF PLAN NOTES:

1. ALL ELEVATIONS INDICATED ON ROOF PLANS ARE TO TOP OF STEEL UNDERSIDE OF DECK

2. HIGH POINTS AND LOW POINTS (AT ROOF DRAINS) INDICATED ON ROOF PLANS ARE TO TOP OF INSULATION , AND ARE RELATIVE HEIGHTS ,NOT ACTUAL ELEVATIONS.

3. CRICKETS AND TAPERED INSULATION ON DRAWINGS MAY NOT BE COMPREHENSIVE. SHOP DRAWINGS ARE REQUIRED TO PROVIDE POSITIVEDRAINAGE WITH MINIMUM ROOF SLOPE OF 1/4" PER FOOT SLOPE TO DRAINS PER IBC 1507.12.1 PROVIDE TAPERED INSULATION WHEREREQUIRED SO THAT ROOFING WILL ALLOW NO STANDING WATER.

4. WALKWAY PADS SHALL BE PROVIDED AS INDICATED ON DRAWINGS AND AT ALL PENTHOUSE ACCESS, STAIR ACCESS, EQUIPMENT ACCESS,HOSE BIBS, ELECTRICAL OUTLETS, SIGNAGE, ANTENNAE, SAFETY ANCHORS ETC.

5. ALL STRUCTURAL AND MEPFP RELATED ROOF AND BUILDING PENETRATIONS ARE TO BE SEALED, INSULATED, FLASHED AND OTHERWISEMADE WEATHER-TIGHT PER IECC 2012 REQUIREMENTS AND THE DESIGN INTENT SHOWN ON THE ARCHITECTURAL DRAWINGS. .ANY ALLOWED SURFACE CURBING AND DUNNAGE MATERIALS SHALL SIT ON PROTECTIVE ROOFING WALKWAY PADS PROVIDED BY 070002AND INSTALLED BY THE RESPECTIVE MEPFP TRADES. WORK SHALL BE SEQUENCED AND COORDINATED WITH ALL OTHER TRADES.

6. INTERIOR GWB IN ALL ROOMS SHALL BE HIGH ABUSE XP.

PROJECT NORTH

N


Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-103

COMPOSITE ROOF PLAN

13155.00



FR

GA

8 June 2015

SCALE: 3/32" = 1'-0" A-200

COMPOSITE ROOF PLAN1

SCALE: 3/32" = 1'-0" A-200

ROOF ACCESS ROOF T.O.S/U.O.D2

CR

PBPB

PB

E

E

F

F

11

22

VESTIBULE107A

CORRIDOR107

SSMCHEMICALTEST LAB

107G

STOR107H

WASTECHEMSTOR107F

CANO

PY H

OOD

SAFETY STATION

AUTO DR

107F

107G

107H

SURFACE-MTD CRASH RAIL,TYP AT PERIMETER OF ROOM

MWS 60 18 MWS 60 18 MWS 48 18M

WS

48 1

8

MWS 60 18

WALL-MTDDOUBLEDISTILLEDWATER SYSTEM(OFCI)

A-520 65A-5207 4

2

BACKDRAFT EXHAUST

A-520

3

CG1

MWS 60 18 MWS 48 18 MWS 60 18

CG1CG1 CG1CG1

CG1

A-520 8

A-5204OP H

A-520 7OP H

WALL-MTD CYLINDERBRACKET FOR OFOI GASCYLINDERS

BALANCE &BALANCETABLE04-009(OFOI)

GLASSWRCABINETCTF-016(OFOI)

VWR AIRCIRC OVEN04-024 (OFCI)

VWR AIRCIRC OVEN04-025 (OFCI)

PAINTSHAKER04-015(OFCI)

EQUIPMENTSECUREDTO PEDESTALW/WORKSURFACE

E4

2A1

2A1

2A1

2A2

A4

E4

E1

CG1CG1

DUCT W/LOWEXHAUSTGRILLE - SEEHVAC DWGS

A-520

9

FRP MOLDED GRATINGREMOVABLE SECTIONSOVER SPILL CONTAINMENTPIT

GAS SHUT-OFFVALVE 3'-0"

11'-8" 11'-8"

ALIGNA-540

8

GLASSWAREWASHER BELOW

A-52010

FH6

CANO

PY H

OOD

LBC 17 LBC 17

LBC 6

FH6

FH6

FH6

A-814

1

GRAPHITEFURNACE04-007 (OFCI) MUFFLE

FURNACE04-060(OFOI)

MUFFLEFURNACE04-061(OFOI)

BALANCE04-020(OFOI)

ULTRASONICCLEANER04-016(OFOI)

TITRATORS04-034, 035,036 (OFOI)

PAINT TESTING

MELT PTHEATER04-057(OFOI)

VWR OVEN04-033(OFOI)

PLASMASPECTR04-010(OFCI)

ICP AASPECTR04-011(OFCI)

B&LSPECTR04-08(OFOI)

FREEZER04-062(OFOI)

IR SPECTR04-04(OFOI)

NEWDESPATCHOVEN(OFCI)

10"

10"

7'-8

"

3'-8"

12'-6"

8'-1

1"

ALIG

N

8'-0

"

ALIGN ALIGN

11'-2"

A-813

1

VW VW

HC.1 AND EW.1PLUMBING TRIMSEE PROJECTMANUAL

HC.1 ANDEW.1 PLUMBTRIM SEEPROJECTMANUAL

CA.1 PLUMBING TRIM TYP AT ALLWALL BENCH CA OUTLETS - SEE PROJECT MANUAL

ALIGNLAB BENCH ENDS INALL LABS W/ MULTIPLEBENCHES TO ALIGN UON

ALIG

NALIGN

A3A3

E1

11"

8'-4" 5'-0"

1'-0

"

FIRST FLOOR+409' - 0"

EF

PUSH PLATEFORAUTO DOOR

SAFETY STATION

RACEWAY

BENCHTOP BACKDRAFT EXHAUST

WS4812

WS4812

WS4812

CB3635

CB3635

CB3635

CB3335

DB2435

DB1535

GASSHUT-OFFVALVE

KNEESPACE

KNEESPACE

COMPRESSED AIR WALLBENCH OUTLET TYP

3'-0"

LAB COAT HOOKS

TYP

4'-6

"

TYP

5'-0

"

2'-0" 2'-0"

3'-6" 7" 5'-0"1'-6"

4

A-813

TYPICAL

A-810

7

1'-6"

A-814

1

3'-0"

3'-0"

3'-8

"


1

WALL-MTDDOUBLEDISTILLED WATERSYSTEM (OFCI)SEEPLUMB DWGS

VIEW WINDOW

RACEWAY

KNEESPACE

DB1835

CB3635

DB1835

DB1835

CB3635

CB3335

CB3335

WS4812

WS4812

WS3612

COMPRESSED AIROUTLET TYP

DISTLLED WATER SYSTEM INCLUDES EQUIPMENT04-022, 04-023 AND 04-38 ALL OFCI

ALIGN2'-0"

3'-6" 4'-0"

4

A-813

TYPICAL


1

SURFACE-MTDCORNERGUARD

48" x 36"CANOPY HOOD

KNEESPACE

LAB SERVICE COLUMN

DB2435

CB3635

DB1835

DB1835

CB3635

DB1835

CB3035

LBS4812

LBS4812

LBS4812

COMPRESSED AIRBENCH OUTLET TYP

2'-0"

A-810

12Sim


LAB SERVICE COLUMN

FH6 DB2435

CB3635

DB2435

COMPRESSEDAIR BENCHOUTLET

FH6

5

A-813

TYPICAL

FIRST FLOOR+409' - 0"KNEE

SPACEKNEESPACE

LAB SERVICE COLUMN

DB2435

DB1835

DB1835

DB2435

CB3635

CB3635


2'-0" 2'-0"

5

A-813

TYPICAL


F

LABSERVICECOLUMN

DOUBLE-BOWLSINK W/COMBINATION EYEWASH & DRENCHHOSE

DB3635

SKB3635

A-813

7


48" x 36" CANOPYHOOD

KNEESPACE

LAB SERVICE COLUMN

CB3635

DB2435

DB1835

CB3635

DB1835

FB1535

FB1535

COMPRESSED AIRBENCH OUTLETTYP

CBS1835

LBS4812

LBS4812

LBS4812

2'-0"

5

A-813

TYPICAL

A-810

12Sim


F

REMOVABLE FLOORGRATE SECTIONSOVER SPILLCONTAINMENT PIT

WS4812

SURFACE-MTDEMER SHOWER &EYEWASHES.2 PLUMBINGTRIM SEEPROJECT MANUAL

1'-6"1'-6"

4"

EXTEND WATERPROOFING4" ABOVE LINE OFFLOOR GRATE

EPOXY WATERPROOFING AT ALL SIDESAND BOTTOM OF CONTAINMENT PIT

06 61 00

A-600

10Sim


1

RACEWAYWALL BRACKET FOROFOI GAS CYLINDERS

CONCRETE PEDESTALW/ PLYWOOD WORKSURFACE

LT4820

5'-0"

3'-5

" TO BOTTOMOF RACEWAYTYP

2'-6"

3'-0

"

LEGEND

CR CARD READERFH6 FUME HOOD TYPE SEE DWG A-810GSMS GALVANIZED SOLID METAL SHELVING WIDTH x DEPTHLBC LAB BENCH CORE TYPE SEE DWG A-811MWS METAL WIRE SHELVING WIDTH x DEPTHPB PUSH BUTTON FOR AUTO DOORSMS SOILD METAL SHELVING WIDTH x DEPTHSSMS STAINLESS SOLID METAL SHELVING WIDTH x DEPTH

SAFETY STATION SEE DWG A-814

DB LAB CASEWORK / LAB SHELVING / LAB TABLE TYPE3636 SEE DWG A-812

ALL PARTITIONS ARE TYPE A2 UNLESS OTHERWISE NOTEDREFER TO DWG A-600 FOR TYPICAL COLUMN ENCLOSURE DETAILS


Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-520

SSM CHEMICAL TESTINGLAB ENLARGED PLAN &ELEVATIONS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/4" = 1'-0" A-101

SSM CHEMICAL TESTING LAB ENLARGED PLAN1SCALE: 1/4" = 1'-0" A-520

SSM CHEMICAL TEST LAB ELEVATION SOUTH2

SCALE: 1/4" = 1'-0" A-520

SSM CHEMICAL TEST LAB ELEVATION EAST6 SCALE: 1/4" = 1'-0" A-520

SSM CHEMICAL TEST LAB ELEVATION WEST5

SCALE: 1/4" = 1'-0" A-520

SSM CHEMICAL LAB ELEVATION EAST4

SCALE: 1/4" = 1'-0" A-520


SCALE: 1/4" = 1'-0" A-520

TYPICAL LAB SINK ELEVATION3

SCALE: 1/4" = 1'-0" A-520

SSM CHEMICAL TEST LAB ELEVATION EAST8SCALE: 1/4" = 1'-0" A-520

WASTE CHEM STOR ELEVATION SOUTH9SCALE: 1/4" = 1'-0" A-520


PBPB

PB

G

G

H

H

11

22

LABSUPPLIES

107E

CEMENTITIOUSTEST LAB

107K

ASR RM107L

SAMPLESTOR107M

MOISTCURE RM

109D

LAB VEST107J107JA

107JB

107M

107L

107E

107K

FH6

AUTO DR

SAFETY STATION

F.D.

SURFACE-MTDCRASH RAIL, TYP ATPERIMETER OFROOM

WMS 36 18WMS 36 18

WM

S 60

18

WM

S 60

18

WM

S 48

18

SURFACE-MTDCRASH RAIL, TYP ATPERIMETER OF ROOM

MWS 48 18

MWS 48 18

MWS 48 18 MWS 48 18

MW

S 48

18

MWS 60 18

MW

S 36

18

MW

S 36

18

MW

S 36

18

MW

S 36

18

MW

S 36

18

MW

S 48

18

IMMERSIONTANK(OFCI)

F.D.

F.D.

A-530

10

MWS 60 18

MW

S 36

18

A-5302 3 A-530 54

A-530

7

6

9

SPRAY NOZZLE,SIEVE & PRESSUREGAUGE FAUCET

CG1CG1 CG1

WATERBATH04-011(OFOI)

A-520

3

E4

E4

1A1

A2

A2

A4

A4

H4

1A1

FLOW TABLE EQPMTCEM 04-020 (OFCI)

SECUREDTO CONC PEDESTAL

GAS SHUT-OFF VALVE

8

EQ EQ

4'-4

"

CANO

PY H

OOD

CANOPY HOOD

DESPATCHOVENSOILS 04-036 (OFOI)

DESPATCHOVENCAT B03886 (OFOI)

MUFFLEFURNACESOILS04-027(OFOI)

FUTUREGRAVITYOVENCMF-003

LBC 12

10"

ALIGN

E4

3'-8"

7'-8

"

ALIG

N

SURFACE-MTDCRASH RAIL TYP

VW

12'-9"

6'-1

0"

F.D.

2'-9

"

1'-4"

14'-1

"

7'-3

"13

'-11"

3'-5"

3'-5"

2'-11"

HC.1, CW.1 ANDEW.1PLUMBINGTRIM SEE PROJECTMANUAL

CA.1 PLUMBINGTRIM TYP AT ALLCA WALL BENCHOUTLETS - SEEPROJECTMANUAL

ALIGN

14'-0

"

ALIGN

27'-1

0"

13'-9

"10

'-4"

10"

1'-5" 4'-0"8'-8"4'-0"

13'-7

"4'

-0"

SSM

S 36

14

SSM

S 36

14

SSM

S 30

14

SSM

S 30

14

SSM

S 30

14

SSM

S 36

14

SSM

S 30

14

SSM

S 30

14

SSM

S 30

14

SSM

S 30

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

22'-10"

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSMS 36 14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSMS 30 14 SSMS 30 14SSMS 30 14 SSMS 30 14SSMS 30 14 SSMS 30 14

1A1

1A1

11"

A2

A2

ALIG

N

11" 5'-0"

1'-0

"


1

FH6


RACEWAY

VIEW WINDOW

WS3612

WS3612

HD1826

HD1826

HD1826

HD1826

HD1826

HC1826

HC1826

HC1826

COMPRESSED AIR WALLOUTLET

DUPLEXRECEPTACLE

LT6036

LT6036

LT4836

LT4836

19'-0"

3'-8"

A-810

12Sim


SPACE

LAB SERVICE COLUMN

DB1835

CB3635

CB3635

FB1535

FB1535

LBS4812

LBS4812

LBS4812


2'-0"



SPACE

LAB SERVICE COLUMN

CB3035

DB1835

CB3635

DB1835

CBS1835


LBS4812

LBS4812

LBS4812

2'-0"

5

A-813

TYPICAL


1

PRECAST CONC PEDESTAL BASE

RACEWAY

WS4812

WS4812

WS4812

WS4812

WS3612

COMPRESSED AIRWALL OUTLET TYP

LT6036

LT6036

LT6036

A-800

3

10'-0" 8'-0"


1

SURFACE-MTDCORNER GUARD

RACEWAY

WS3612

WS3612

COMPRESSEDAIR WALL OUTLET

LT7236

3'-5

"

5'-5"

TYP

4'-2

"



RACEWAY

HD1820

HD1520

HD1520

HD1820

LT6030

LT6030

3'-5

"

A-810

12Sim


G

PUSH PLATEFOR AUTO DR

VIEW WINDOW


10"

TYP

3'-0

"


GH

SURFACE-MTDCORNER GUARD TYP

ACCESS DOOR TO MOISTCURE ROOM BEYOND

SAFETY STATION

MOIST CURE ROOM CONTROL PANEL


LAB COAT HOOKS

TYP

3'-0

" 5'-0

"

1'-6"

A-814

1


G

EMER SHOWER

PULL STATIONFOR EMERSHOWER

THERMOSTAT, HUMIDISTAT -SEE HVAC DWGS

VIEW WINDOW

2'-4"

4'-6

"

2'-2"

GAS SHUT-OFFVALVE

LEGEND






Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-530

CEMENTITIOUS MATLSTESTING LAB ENLARGEDPLAN & ELEVATIONS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/4" = 1'-0" A-101

CEMENTITIOUS MATLS TESTING LAB ENLARGED PLAN1SCALE: 1/4" = 1'-0" A-530

CEMENTITIOUS TEST LAB ELEVATION WEST2SCALE: 1/4" = 1'-0" A-530

CEMENTITIOUS TEST LAB ELEVATION EAST3

SCALE: 1/4" = 1'-0" A-530

CEMENTITIOUS TEST LAB ELEVATION WEST4SCALE: 1/4" = 1'-0" A-530

CEMENTITIOUS TEST LAB ELEVATION EAST5

SCALE: 1/4" = 1'-0" A-530

ASR RM ELEVATION EAST6SCALE: 1/4" = 1'-0" A-530

ASR RM ELEVATION SOUTH7

SCALE: 1/4" = 1'-0" A-520

LAB VEST ELEVATION NORTH9SCALE: 1/4" = 1'-0" A-520

LAB VEST ELEVATION SOUTH10

SCALE: 1/4" = 1'-0" A-520

CEMENTITIOUS TEST LAB ELEVATION SOUTH8

PB

PB

H

H

J

J

K

K

11

22109FA

109E

109J109K

109B109A

109C

109H

CORRIDOR109

VEST109A

LA RM109B

AGGREGATESSHAKER

RM109C

LAB VEST109E

PCC TESTLAB109F

STOR109H

MIXING109J

CUTTING109K

ASR TEMPCONTROLLED

RM109G

F.D.

F.D.

AUTO DR

AUTO DR

SAFETY STATION

FH6

F.D.

A-5324

1

2

3

CG1

A-532 6

5

A-531 4

2

A-5313

CG1CG1 CG1

CG1

INSTRONCOMPRESSIONTEST EQPMTPCC-006A(OFCI)

INSTRONCONTROLLER/PUMPPCC-006B(OFCI)

FREEZE/THAWMACHINEPCF-004(OFCI)

-20FREEZERPCF-007(OFOI)

FORNEYCONTROLLERCON 04-003(OFCI)

FORNEYCOMPRESSIONTEST EQPMTCON 04-095(OFCI)

FORNEY COMPRSTRENGTH CUBESCon 04-065(OFOI)

FORNEY COMPRSTRENGTH CUBESCA/T F10106(OFOI)

5

A-532

5

6

SURFACE-MTDCRASH RAIL TYPAT PERIMETER OF RM

MWS 36 18 MWS 48 18

MWS 36 18MW

S 36

18

MW

S 36

18

MW

S 36

18

A-520

3

A-5317

MA

SHAK

ER04

-037

(OFO

I)

MA

SHAK

ER04

-038

(OFO

I)

MA

SHAK

ER04

-039

(OFO

I)

SURFACE-MTDCRASH RAIL ATROOM PERIMETER

MA

SHAK

ER(O

FOI)

TYLERSHAKER04-016(OFCI)

TYLERSHAKER04-017(OFCI)

VERS

A SP

LITT

ER04

-046

(OFO

I)

SAM

PLE

SPLI

TTER

04-0

47 (O

FOI) GILSON

SHAKER04-02(OFCI)

GILSONSHAKER04-021(OFCI)

LA ABRASIONMACHCAT-D00804(OFCI)

GILSON LAABRASIONMACHDistr 3 (OFOI)

CHIPMUNKJAW CRUSHERE12257 (OFOI)

CHIPMUNKJAW CRUSHER04-032 (OFOI)

7

OP H

SURFACE-MTD BUMPERRAIL AT ROOM PERIMETER

BACKDRAFTEXHAUST

DIAMONDBLADEWET SAWSoil 04-033

CG1

A-5318 9

10

CONCRETEMIXERCon 04-016

CEMENTMIXERCon 04-020

A-531 9

10 SIM

A-53111

SPRING-LOADEDSUSPENDEDCOMPRESSEDAIR RETRACTABLEHOSE REEL& BLOWGUN LOCATEDABOVE

H5

H4

A2

A2

A2

A2

2A3

H4

A2

A2

A2

A2

A2

A5

A4A2

A5

A2

A2

A2

E4

E4

GAS SHUT-OFFVALVE

12

ELECPOWEREDCART

30 QTMIXERSoil 04-043 CA

NOPY

HOO

D

CANO

PY H

OOD

4'-0

"

1'-10"

11'-2"

LBC 19A

LBC 14

FH8

SSMS 36 14

SSM

S 36

14

CLEAR

8'-10"

E4

MELTINGPOT04-008(OFOI)

OVEN04-023(OFCI)

MICROWAVEOVEN04-036(OFOI)

8"

E4

PARTICLESIZE ANALYZERGRADEX2000(OFOI)

A-5703

F.D.

4

HOSE BIBCONNECTION

11'-0" 7'-9

"

2'-3

"

12'-8"

3'-2"

3'-9

"

11'-9

"

SEDIMENT INTERCEPTOR TYPSEE PLUMB DGWS

HC.2, EW.1 ANDCW.3 PLUMBINGTRIM SEEPROJECTMANUAL

SECURE EQPMTTO CONC CURBTYP FOR 4

SECUREEQPMTTO CONCCURB

6'-0

"

14'-0

"

ALIGN

EQ EQALIGN

ALIGN2'-0"

9'-8

"

7'-0"

9'-6"8'-0"

8'-0

"

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

SSM

S 36

14

5'-8" 5'-0"

A5


1

5'-8

"4'

-2"

SURFACE-MTD CRASH RAIL TYPSURFACE-MTD CORNER GUARD

ACOUSTICAL WALL PANEL

EQ EQ EQ EQ EQ


SECOND FLOOR+423' - 0"

LAB ROOF T.O.S/U.O.D L.P.+424' - 4"

1

SURFACE-MTD CORNER GUARD

ACOUSTICALWALL PANEL

5'-4

"5'

-8"

4'-2

"

EQ EQ EQ EQ EQ EQ EQ EQ




J

SAFETY STATION

PROVIDE BLOCKING FOR WALL-MTDHORIZONTAL LADDER HANGER

PROVIDE BLOCKING FOR WALL-MTDHORIZONTAL LADDER HANGER

4'-2

"5'

-8"

5'-4

"


GAS SHUT-OFF VALVE

TYP

4'-6

"

TYP

3'-0

"

EQEQ

EQ EQ EQ

LAB COAT HOOKS

EQ EQ EQ EQ

FIRST FLOOR+409' - 0"FH6KNEE

SPACE

LAB SERVICE COLUMN

DB2435

CB3635

DB1835

DB2435

CB3635

COMPRESSED AIR BENCHOUTLET

2'-0"

FINISHED BACK SIDEOF FUME HOOD BEYOND



LAB SERVICE COLUMN


LBS4812

LBS4812

LBS4812

HD1826

HC1826

HD1826

HD1826

HC1826

HD1826

HD1826

HC1826

HD1826

HC2126

HD2126

LT4836

LT6036

LT6036

LT6036

A-810

12Sim


SPACE

48" x 36"CANOPYHOOD

LAB SERVICE COLUMN

9'-0" 6'-0" 4'-0"

LAB CASEWK W/EPOXY COUNTER

LAB CASEWK W/1" TH GLASS COUNTER

LAB CASEWK W/ EPOXY COUNTER

LBS4812

LBS4812

LBS4812

FB1535

FB1535

CB3635

DB1835

DB1835

CB3635

DB1835

DB2435

CBS2435


2'-0"

5

A-813

TYPICAL

A-810

12Sim


1

RACEWAY

SURFACE-MTDCRASH RAIL


5'-0

"4'

-2"

WS4212

WS4212

LT8436

EQ EQ

3'-5

"


1

5'-0

"4'

-2"

1'-6"

SURFACE-MTD CRASH RAIL


TYP

3'-0

"

EQ EQ EQ




4'-2

"5'

-0"

EQEQEQEQ

3'-0

"


1

BACKDRAFTEXHAUST

5'-0

"4'

-2"



5'-0"

WS6012

LT6036

2"

HOSE BIBCONNECTIONATSIDEWALL

3'-5

"

EQ EQA-810

10

3'-8

"

JUNCTIONBOX FORSAW

6"


FH8

LAB SERVICE COLUMN

LAB BENCH CORE

2'-4" 3'-0" 3'-0" 3'-0"

6

A-813

TYPICAL

LEGEND





SCALE: 1/4" = 1'-0" A-101

PORTLAND CEMENT CONC TESTING LAN ENLARGED PLAN1SCALE: 1/4" = 1'-0" A-531

PCC TEST LAB ELEVATION WEST3

SCALE: 1/4" = 1'-0" A-531

PCC TEST LAB ELEVATION EAST4

SCALE: 1/4" = 1'-0" A-530

PCC TEST LAB ELEVATION SOUTH2

SCALE: 1/4" = 1'-0" A-531


SCALE: 1/4" = 1'-0" A-531



Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-531

PORTLAND CEMENT CONCTESTING LAB ENLARGEDPLAN & ELEVATIONS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/4" = 1'-0" A-531


SCALE: 1/4" = 1'-0" A-531

MIXING ELEVATION WEST8SCALE: 1/4" = 1'-0" A-531

MIXING ELEVATION EAST9SCALE: 1/4" = 1'-0" A-531

MIXING ELEVATION SOUTH10SCALE: 1/4" = 1'-0" A-531

CUTTING ELEVATION WEST11SCALE: 1/4" = 1'-0" A-531





J




EQEQ EQEQEQ

EPOXY COUNTER W/SUPPORT LEGS & SHELF

WS4812

WS4812

3'-5

"

5'-1

0"4'

-2"

TO BOTTOM OF RACEWAY TYP

4

A-813

TYPICAL




5'-1

0"4'

-2"

ACOUSTICAL WALL PANELS


EQ EQ EQ EQ




J

4'-2

"


5'-1

0"

SURFACE-MTD CRASH RAIL TYP

EQEQEQEQ




2



EQ EQ EQ EQ

5'-1

0"4'

-2"


J



5'-0

"4'

-2"

EQEQEQEQ


ACOUSTICALWALL PANEL 5'

-0"

4'-2

"


EQ EQ EQ

TYP

3'-0

"


5'-0

"4'

-2"

1'-6"


SURFACE-MTD CRASHRAIL

LEGEND





Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-532

PORTLAND CEMENT CONCTESTING LAB ELEVATIONS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/4" = 1'-0" A-531

AGGREGATES SHAKER RM ELEVATION NORTH1SCALE: 1/4" = 1'-0" A-531

AGGREGATES SHAKER RM ELEVATION EAST2SCALE: 1/4" = 1'-0" A-531

AGGREGATES SHAKER RM SOUTH3SCALE: 1/4" = 1'-0" A-531

AGGREGATES SHAKER RM ELEVATION WEST4SCALE: 1/4" = 1'-0" A-531

LA RM ELEVATION NORTH5

SCALE: 1/4" = 1'-0" A-531

LA RM ELEVATION EAST6SCALE: 1/4" = 1'-0" A-531

LA RM ELEVATION WEST7

PB

D

D

E

E

44

55

106EA

106KB

106F

106KC

ASPHALTBINDER

TEST LAB106E

BINDERRM

106G

SAMPLESTOR106F

F.D.

FH6

SAFETY STATION

AUTO DR

SURFACE-MTDCRASH RAILTYP AT PERIMETEROF ROOM

MWS 48 18

MW

S 48

18

MW

S 36

18

MW

S 48

18

A-5406

7

MW

S 48

18

MW

S 48

18

A-540

8

E2

E4

H4

H4

A2

E2A4

E2

E1

E2

E4

E2

A-5403 4

5 2

CG1 CG1

CG1 CG1

PARTSCLEANER(OFOI)

3'-0

"

GAS SHUT-OFFVALVE

208V THIS LOCATION

D120VTHIS LOCATION

WALL-MTD CYLINDERBRACKEt FOR OFOIGAS CYLINDERS 5'

-10"

5'-1

0"

CENTERLINE OF BENCH

EQ

CENTERLINE OF BENCH

EQ

GLASSWARE WASHERBELOW

CANO

PY H

OOD

CANO

PY H

OOD

CANO

PY H

OOD

3'-1

1"

LBC 29A

PAV04-125(OFOI)

VAC DEGASOVEN04-126(OFOI)

DSR04-122(OFOI)

DSR04-123(OFOI)

BBR04-122(OFOI)

BR04-078(OFOI)

BR04-124(OFOI)

BBRUMass(OFOI)

CLEANSOLVENTS(OFOI)

RTFO04-106(OFOI)

RTFO04-058(OFOI)

ANALYTICALBALANCE04-060(OFOI)

SPECIFICGRAVITYSET(OFOI)

AUTOFLASHPTAPPARATUS(OFCI)

PROVIDE 2"DIAM HOLE INCOUNTER

OVEN04-023(OFCI)

LAB COAT HOOKS

VW

106G

2'-9

"

12'-11"

HC.1 AND EW.1PLUMBING TRIMSEE PROJECT MANUAL

10"

10"

2'-8 1/2"7'-8"

4'-0

"

3'-1

1"

9'-9

"

5'-6"5'-0"

1'-0

"

CG1

CG1

CG1

1'-6"


45

WALLBRACKETFOR OFOIGASCYLINDERS

RACEWAY

LAB TABLES W/ SS TOPTYP THIS ELEVATIONUON

WS4812

WS4812

WS4812

WS4812

WS4812

WS4812

WS4812

COMPRESSEDAIR WALLOUTLETTYP

HD1826

HC1826

HC2126

HC2126

HC2126

HC2126

HD2126

HD2126

208V THISLOCATION

2'-0"

3'-0

"

LT3336

TYP

3'-5

"

SURFACE-MTDCORNERGUARDTYP

CA M

TG H

T TY

P

4'-2

"

LT7236

LT7236

LT7236

LT7236

LT4836

1'-6"10'-0"10'-6"

LAB TABLE W/ EPOXY TOP

2'-0" 3'-4"


PEGBOARD W/ PAPERTOWEL AND SOAPDISPENSERS

COMBINATION EYEWASH & DRENCH HOSE

GLASSWARE WASHER

LAB SERVICECOLUMN

SKB3635

INFILL PANEL TO MATCH LABCASEWORK

VERIFY W/ GLASSWARE WASHER SUBMITTAL

2'-0" +/-

A-813

7


4 5

RACEWAY

KNEESPACE

KNEESPACE

WS4812

WS4812

WS4812

WS4812

WS4812

WS4812

WS4812

CB3635

DB1835

DB1835

CB3635

DB1835

DB1835

CB3635

DB2135

DB2135

DB2135

DB2135

CB4835


D120V THISLOCATION

2'-0" 2'-0" SURFACE-MTDCORNER GUARDTYP

3'-0" 1'-6"

GASSHUT-OFFVALVE

PUSHPLATE FORAUTO DR

TYP

4'-6

"

5'-1" 8'-3" 11'-10"

4

A-813

TYPICAL


4

72" x 36" CANOPY HOOD

FH6

8'-0" 8'-0"

LAB SERVICE COLUMN

KNEESPACE

KNEESPACE

LAB CASEWK W/ SS COUNTER LAB CASEWK W/ EPOXY COUNTER

COMPRESSED AIR BENCH OUTLET TYP

CBS1835

DB1835

DB1835

CBS1835

CBS1835

DB1835

DB1835

CBS1835

2'-0" 2'-0"EXPOSED SIDE OFLAB SERVICE CORE

A-810

12Sim


4

KNEESPACE

EQPMTSPACE

KNEESPACE

72" x 36" CANOPY HOOD LAB SERVICE COLUMN

LAB CASEWORKW/ SS COUNTER

DB2435

CB3635

DB1835

DB2435

CB3635

DB2435

DB2435

CB3635

FB1535

FB1535

COMPRESSEDAIR BENCHOUTLET TYP

2'-0" 2'-0" 4'-0"

BACK SIDEOF FUME HOODBEYOND

6

A-813

TYPICAL

A-810

12Sim

EQ EQ


SPACEKNEESPACE

RACEWAY

WS4812

WS4812

WS4812

DB1835

CB3035

DB1835

2'-0" 2'-0"

4

A-813

TYPICAL


SPACEKNEESPACE

VIEW WINDOW

RACEWAY

WS4812

DB2435

CB3635

DB2435

EQ EQ

5'-0"LEGEND






Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-540

ASPHALT BINDER TESTINGLAB ENLARGED PLAN &ELEVATIONS

13155.00



NF

JS

8 June 2015

SCALE: 1/4" = 1'-0" A-101

ASPHALT BINDER TESTING LAB ENLARGED PLAN1

SCALE: 1/4" = 1'-0" A-540

ASPHALT BINDER ELEVATION WEST3

SCALE: 1/4" = 1'-0" A-520

ASPHALT BINDER LAB SINK ELEVATION8

SCALE: 1/4" = 1'-0" A-540

ASPHALT BINDER ELEVATION EAST2

SCALE: 1/4" = 1'-0" A-540

ASPHALT BINDER ELEVATION EAST4

SCALE: 1/4" = 1'-0" A-540

ASPHALT BINDER ELEVATION WEST5

SCALE: 1/4" = 1'-0" A-540

BINDER RM ELEVATION WEST6SCALE: 1/4" = 1'-0" A-540

BINDER RM ELEVATION NORTH7

PB

E.3

E.3

E

E

F

F

44

55

106KA

106KB

106KC

106L

106Q

SAMPLESTOR106L

LABSUPPLIES

106Q

BLDGSUPPLYSTOR106PAUTO DR

F.D.

SAFE

TY S

TATI

ON

MWS 48 18

MW

S 48

18

MW

S 60

18

SURFACE-MTDCRASH RAILTYP ATPERIMETER OFROOM

MW

S 48

18

MW

S 48

18

MW

S 48

18

MW

S 48

18

MW

S 48

18

MW

S 48

18

106P

MW

S 48

18

MW

S 36

18

MW

S 48

18

MW

S 48

18

E4

2A1

A2

A4

A4

E4

E4

CG1

CG1CG1

CG1

A-541 2 A-5413 4 A-5415 7

A-541

6

TROXLER WHEELTRACKER /HAMBURGHMF-009(OFCI)

FUTUREMMLS3EQPMT &LIFT(OFOI)

GYRATORYBit 04-039(OFOI)

GYRATORYBit 04-033(OFOI)

PINEGYRATORYHMF-007(OFOI)

HMA TESTLAB106K

3'-0

"

GAS SHUT-OFFVALVE

12'-0"

F.D.

F.D.

TROXLER PMWHAMBURG MACHSINGLE (OFCI)

8

FH6

CANO

PY H

OOD

CANO

PY H

OOD

CANO

PY H

OOD

CANO

PY H

OOD

CANO

PY H

OOD

CANO

PY H

OOD

3'-1

1"

LBC 29B LBC 27

FH6

FH6

FH6

FH6

CG1

SURFACE-MTD CRASHRAIL TYPAT ROOMPERIMETER

SURFACE-MTD CRASHRAIL TYPAT ROOMPERIMETER

MELTINGPOINT(OFOI)

TEMPUSEDSOLVENTSTOR(OFOI)

EMULSIONDISTILLATION(OFOI)

REFLUXEXTRACTORS04-004 /04-006(OFOI)

CENTRIFUGE04-052(OFOI)

IGNITIONOVENS04-116/04-117(OFOI)

MARSHALLHAMMER04-065 (OFOI)



NEW NCATIGNITIONOVEN(OFOI)

NEWDESPATCHOVEN 1(OFCI)

NEWDESPATCHOVEN 2(OFCI)

VWRUMassHIGH PERFOVEN(OFCI)

MARSHALLCOMPRESSOR(OFOI)

T 166 SET(OFOI)

T 208 SET(OFOI)

FILTERLESSCENTRIFUGE04-035(OFOI)

SOLVENTRECLAIMER(OFOI)

BLUE MOVEN04-005(OFCI)

SPEEDSTILL04-051(OFOI)

LAB

COAT

HOO

KS

A-813

2

2'-9

"

11'-10"

9"4'

-9"


HC.1 AND EW.1 PLUMBING TRIMSEE PROJECT MANUAL

5'-1

0"

LAB BENCH ENDSIN ALL LABS W/MULTIPLEBENCHESTO ALIGNUON

9'-9

"

2'-2"7'-8"

4'-0

"

EQ EQ

10

A-813


4

72" X 36" CANOPY HOOD TYP OF 3

LAB SERVICE COLUMN

LAB TABLES W/ EPOXY TOP

11'-0"


HC1826

HC1826

HC2126

HD2126

HC2126

HC2126

HD2126

HC2126

HD1526

LAB TABLES W/ SS TOP

18'-0"

A-810

12Sim


472" x 36" CANOPY HOOD TYP OF 3


18'-0"

LAB TABLES W/ EPOXY TOP

11'-0"

LAB SERVICE COLUMN


HC2126

HD2126

HC2126

HC2126

HD2126

HC2126

HC2126

HF1526

HF1526

6

A-813

TYPICAL

A-810

12Sim


4

LAB SERVICE COLUMN

LAB CASEWORK W/ EPOXY COUNTER

11'-0"


18'-0"

KNEESPACE


DB1835

CB3635

DB1835

DB1835

CBS1835

2'-0"

LT7220

LT7220

LT7236

SAFETY STATION

TYP

4'-6

"

3'-0"

GAS SHUT-OFFVALVE

6

A-813

TYPICAL5

A-813

TYPICALA-814

1 TYPICAL FORALL SAFETY STATIONS


4


18'-0"

LAB SERVICE COLUMN


11'-0"


LT7236

LT7220

LT7220


4 5

RACEWAY

COMPRESSED AIR WALLOUTLET TYP

3'-5

" EQ EQ

8'-0" 8'-0" 8'-0"


F

OMIT PEGBOARDPROVIDE PAPERTOWEL DISPAT THIS SINK

OPEN

WATER OUTLET/HOSE CONNECTIONBELOW COUNTERAT BACK OFOPEN SPACE

SKB3635

DB3635

SKB3635

CBS1835

A-813

7

10

A-813


45

FH6 FH6FH6 FH6 FH6

LEGEND






Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-541

HOT MIX ASPHALT TESTINGLAB ENLARGED PLAN &ELEVATIONS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/4" = 1'-0" A-101

HOT MIX ASPHALT TESTING LAB ENLARGED PLAN1SCALE: 1/4" = 1'-0" A-541

HOT MIX ASPHALT ELEVATION EAST2SCALE: 1/4" = 1'-0" A-541

HOT MIX ASPHALT ELEVATION WEST3

SCALE: 1/4" = 1'-0" A-541

HOT MIX ASPHALT ELEVATION EAST4

SCALE: 1/4" = 1'-0" A-541

HOT MIX ASPHALT ELEVATION WEST5

SCALE: 1/4" = 1'-0" A-541

HOT MIX ASPHALT ELEVATION EAST7

SCALE: 1/4" = 1'-0" A-541

HOT MIX ASPHALT LAB SINK ELEVATION6

SCALE: 1/4" = 1'-0" A-541

HOT METAL ASPHALT ELEVATION WEST8

CR

PB

PB

PB

G

G

H

H

44

55

108C

108E

108H

108B

108G

108A

CORRIDOR108

VIRGINCHEMSTOR108A

LAB EQPTSTOR108B

DUSTCOLLECTOR

108C

NUCLEARGA STOR

108E

SOILS &AGGS

TEST LAB108G

SAMPLESTOR108H

AUTO DR

SAFE

TY S

TATI

ON

F.D.

F.D.

FH6

CANOPY HOOD

SURFACE-MTDBUMPER RAIL,TYP ATPERIMETEROF ROOM

MWS 60 18

MWS 48 18

MW

S 48

18

MW

S 48

18

MW

S 48

18

SURFACE-MTDBUMPER RAIL,TYP ATPERIMETEROF ROOM

4" POLYSTYRENE SURFACE-MTDTO BACK SIDEOF DOOR

SCALE04-013(OFOI)

MWS 48 18

MWS 48 18

MWS 48 18

MWS 48 18

MWS 48 18

MWS 48 18

MWS 48 18 MWS 48 18 MWS 48 18

MWS 48 18 MWS 36 18 MWS 36 18

MW

S 48

18

MW

S 60

18

MW

S 60

18

MW

S 48

18

E4

2A1

2A12A1

2A1

A5

A5

A5

H4

A2

A5

Y1

X1

X1

A5

A5

A5

H4

X1

A2

A5

Y1

A-520

3

A-550 10

CG1

CG1CG1 CG1CG1

CG1CG1CG1CG1

PROVIDESEDIMENT TRAPAT SINKS

A-520

3

A-5508 2 A-550 3 A-5504 5

A-550

9

A-5502

OP H

SPECIFICGRAVITYEQPMTChem 04-048(OFOI)

DEVAL04-035(OFOI)

DRYING OVENSoils 04-034(OFOI)

DRYING OVENCem 04-060(OFOI)

HAMMER04-023(OFCI)

HAMMER04-024(OFCI)

HAMMERCAT D00473(OFCI)

HAMMERCAT D00524(OFCI)

HYDROMETERBATH04-031(OFOI)

SOAPSTONESINKSAT-046(OFCI)

FRP MOLDED GRATING REMOVABLESECTIONS OVER SPILL CONTAINMENT PIT

A-5507

DUCT W/LOWEXHAUSTGRILLESEE HVACDWGS

ACIDSTORCAB

BASESTORCAB

FLAMSTORCAB

3'-0

"

GASSHUT-OFFVALVE

6

MW

S 48

24

MW

S 48

24

MW

S 48

24

MW

S 48

24

EQ EQ

CANO

PY H

OOD

CANO

PY H

OOD

SOILS MIXERSoils 04-009(OFCI)

SIEVECLEANERSoils 04-059(OFOI)

4'-8

"

LBC 19 LBC 19

9"

OVEN04-025(OFOI)

MICROWAVEOVENCAT D00477(OFOI)

SAND EQUIVSHAKER04-026(OFOI)

MUFFLEFURNACECATE11711(OFOI)

MUFFLEFURNACE04-028(OFOI)

DURABILITYINDEX04-004(OFOI)

SCALE04-011(OFOI)

SULFATESOUNDNESSSET 04-042(OFOI)

HOSE BIBAT WALL

LAB

COAT

HOO

KS

4'-0

"

9'-0"

9'-8

"9'

-0"

8'-0"

2'-9

"

7'-6"

15'-2

"


PROVIDESEDIMENT TRAPAT SINKS

HC.2 AND EW.1PLUMBINGTRIMSEE PROJECTMANUAL

SUSPENDED COMPRESSED AIRRETRACTABLE HOSE REEL &BLOW GUN ABOVETHIS AREA

LAB BENCH ENDS INALL LABS W/MULTIPLE BENCHESTO ALIGN UON

8'-0"

13'-1"

13'-1" 6 3/4"

PROVIDE 2" DIAMHOLE IN TABLETOP

6"

6"

5'-0

"

1'-0"

11"


45

FH6

RACEWAY

COMPRESSED AIR WALLOUTLET TYP

LT3336

LT3336

LT4830

HOSE BIB THIS LOCATION

5'-4"

1'-10"

3'-5

"

8'-6"8'-6"

4'-2

"


4 5

PUSH PLATEFOR AUTO DOOR

SAFETY STATION

WS4812

WS4812

WS4812

WS4812

WS4812

WS4812

SIMTYP THIS ELEVATION

1'-3" A-814

1


LAB SERVICE COLUMN

LAB CASEWORKW/ EPOXY COUNTER

KNEESPACE

KNEESPACE

LBS4812

LBS4812

LBS4812

LBS4812

DB2435

DB1835

CB3635

DB2435

DB1835

CB3635

DB2435

LBS3612




LAB CASEWORKW/ EPOXYCOUNTER

LAB SERVICE COLUMN

KNEESPACE

KNEESPACE


LBS3612

LBS4812

LBS4812

CB3635

DB2435

CB3635

DB1835

DB2435

CB3635

DB1835

DB2435

A-810

12Sim


96" X 36" CANOPY HOOD

LAB SERVICE COLUMN


LAB TABLE W/EPOXY TOP - OMITSHELF

KNEESPACE

KNEESPACE

COMPRESSED AIR BENCHOUTLET TYP

LBS4812

LBS4812

LBS3612

CB3635

DB1835

DB2435

CB3635

DB1835

DB2435

LT6036

A-810

12Sim

2'-0" 2'-0"

1'-0"


LAB SERVICE COLUMN

KNEESPACE

KNEESPACE

LAB CASEWORK W/EPOXY COUNTER

LBS4812

LBS4812

LBS4812

LBS4812

LBS3612

DB2435

CB3635

DB1835

DB2435

CB3635

DB1835

DB2435



G H


SURFACE-MTDCORNER GUARDTYP

RACEWAYRACEWAY

CONCRETE PEDESTAL W/PLYWOOD WORK SURFACETYP OF 5


TYP

3'-5

"TY

P

4'-2

"

EQEQ 4'-8" 7'-0"

A-810

12Sim


REMOVABLE FLOOR GRATE SECTIONSOVER SPILL CONTAINMENT PIT

WS4812

WS4812

SURFACE-MTD EMERSHOWER & EYEWASHES.2 PLUMBING TRIMSEE PROJECT MANUAL

4"

EXTEND WATERPROOFING 4"ABOVE LINE OF GRATE

1'-6"1'-6"

EPOXY WATERPROOFING AT ALL SIDESAND BOTTOM OF SPILL CONTAINMENT PIT

06 61 00A-600

10Sim


LBS3612

LBS4812

LBS4812

LBS4812

LBS4812

DB2435

DB1835

CB3635

DB2435

DB2435

CBS2435

FB1535

FB1535

KNEESPACE

KNEESPACE

LAB SERVICE COLUMN


LAB CASEWORKW/ EPOXY COUNTER

LEGEND






Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-550

SOILS & AGGREGATESTESTING LAB ENLARGEDPLAN & ELEVATIONS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/4" = 1'-0" A-101

SOILS & AGGREGATES TESTING LAB ENLARGED PLAN1

SCALE: 1/4" = 1'-0" A-550

SOILS & AGGREGATES ELEVATION WEST8

SCALE: 1/4" = 1'-0" A-550

SOILS & AGGREGATES ELEVATION EAST10

SCALE: 1/4" = 1'-0" A-550

SOILS & AGGREGATES ELEVATION EAST2SCALE: 1/4" = 1'-0" A-550


SCALE: 1/4" = 1'-0" A-550

SOILS & AGGREGATES ELEVATION WEST4SCALE: 1/4" = 1'-0" A-550


SCALE: 1/4" = 1'-0" A-541

SOILS & AGGREGATES ELEVATION NORTH9

SCALE: 1/4" = 1'-0" A-550

VIRGIN CHEM STOR ELEVATION WEST7SCALE: 1/4" = 1'-0" A-550

SOILS & AGGS ELEVATION WEST6

CR

PB

PB

CR

PB

PB

CRCR

J

J

K

K

44

55

110C

110D

110FA

110JA

110E

LAB VEST110C

SSMPHYSICALTEST LAB

110D

SAMPLESTOR110E

SAMPLEPREP110F

CARTALCOVE

110G

RECEIVING110H

SAMPLEDROP OFF

110J

AUTO DR

AUTO DR

AUTO DR

SAFE

TY S

TATI

ON

CANO

PY H

OOD

F.D.

MW

S 48

18

MW

S 60

18

MW

S 48

18

MWS 48 18

SURFACE-MTDBUMPER RAIL TYPAT PERIMETER OFROOM

A-551 6A-5517 9

A-5512

4

3

FEC

MWS 48 18MWS 48 18

CG1CG1CG1

CG1

CG1

CG1CG1

CG1

CG1

WILTON BAND SAW04-030 (OFOI)

DAYTON BANDSAW 04-025(OFOI)

DRILL PRESS04-006 (OFOI)

LARGEBANDSAWPTF-004(OFOI)

SATECTENSILE/ COMPRMACHINE04-013(OFCI)

SATECTENSILE/COMPR MACHCONTROL04-015(OFCI)

EQUIPMENTDIRECTDISCONNECT

SUSPENDEDCOMPRESSEDAIR RETRACTABLEHOSE REEL& BLOW GUNABOVE THISAREA

GAS BRICKOVEN(OFCI)

BRICKBOILER

A5

A5

A5

H4

H4

A5

A5

A5

A5

A5

A2

A5

A5

A2

E4

A2

A2

A2A4

A2

A5

60" WIDE BACKDRAFT EXHAUST

LARGESAMPLESPLITTER04-055(OFCI)

10

A-520

3

A2

A2

PULL FOREMER SHOWER

CG1 CG1CG2

CG2 CG1

CG1

SURFACE-MTDCRASH RAIL TYPAT PERIMETER OF ROOM

A-551

11A

A-551

3'-0

"

GAS SHUT-OFFVALVE

SEDIMENT TRAPAT SINKS

3'-0" 8'-0"

5

MWS 48 18

A2

UMASSAMHERSTENVIRONMCHAMBER(OFCI)

UMASSDARTMOUTHENVIRONMCHAMBER (OFCI)

RUBBER BUFFERCHEM 04-076(OFCI)

8

AUTOMATICCYL ENDGRINDER (OFCI)

CG1

4.1

4'-8

"

4'-9"

F.D.

LBC 19

GARAGE002

60" WIDE BACKDRAFT EXHAUST

MEATSLICERCHEM 04-021(OFOI)

BENCHGRINDER04-012(OFOI)

CG1

BOLTTESTING04-083(OFOI)

DUCTILEIRON ADAPTOR(OFOI)

INSTRONTENSILETESTERChem 04-079(OFOI)

CARVERPRESSChem 04-002(OFOI)



WALLHYDRANT

LAB

COAT

HOO

KS

CG1 E2

E2

CG1

MW

S 48

18

1

A-800

SURFACE-MTDCRASH RAIL TYPAT PERIMETER OFALCOVE

ALIGN

ALIGN

5'-0

"

4'-0

"4'

-0"

ALIGN

10"

10"

6'-0"

7'-0

"

4'-6"

8'-0

"

11"7'-8"

11"

11"

A4

2'-9

"

6'-8

"

13'-8"SEDIMENT INTERCEPTORSEE PLUMB DWGS

HC.1 AND EW.1 PLUMBING TRIMSEE PROJECT MANUAL

HC.2 AND EW.1 PLUMBINGTRIM SEE PROJECTMANUAL

A-813

3

5'-0

"

1'-0"


5

LAB TABLE W/SS TOP

RACEWAY


RACEWAYBACK DRAFT EXHAUST


4'-2

"

CB4835

DB2435

WS3612

WS3612

LAB TABLEW/ EPOXY TOP

LT6036

LT7230

5'-8

"

EQ EQ EQ EQ

3'-5

"

TO BOTTOMOF RACEWAYTYP

16'-9"

3'-0" 3'-0"

12'-6"

5'-2"

4

A-813

TYPICAL

A-810

10

A-810

12Sim


SPACEKNEESPACE

LAB SERVICE COLUMN


LBS4812

LBS4812

CB3635

DB2435

DB1835

DB2435

DB1835

DB2435

CB3635

2'-0" 2'-0"




5

SAFETY STATION


TOBOTTOM OFRACEWAYTYP

PROVIDEBLOCKINGFORVERTICALMOUNTEDLADDERHANGER

DIRECTDISCONNECTFOR REBARBEND EQPMT

SAFETYSHOWER

PUSH PLATEFOR AUTODOOR

5'-6

"5'

-8"

4'-2

"

3'-5

"

EQ EQ EQ EQ EQ

ALIGN


K


ES.3 PLUMBINGTRIM SEE PROJECTMANUAL

FEC PUSH PLATEFOR AUTO DOOR

SURFACE-MTD CORNER GUARD TYP

PULL FOREMER SHOWER

TYP

3'-0

" LT4836

10'-8"

7'-8"

6'-0"

3'-0" 3'-0"

WALL MTD BACKDRAFT EXHAUST

A-810

7

FLOOR MTD BACKDRAFT EXHAUST

A-810

10


5

KNEESPACE

ACOUSTICAL WALL PANELS

SURFACE-MTD CRASH RAILSURFACE-MTD CORNERGUARD

CB2436

SB3635

WS4812

DB2435

PEGBOARD W/ PAPERTOWEL DISPENSER - SEE 7/A-813 FOR DIMENSIONS

TYP

3'-0

"4'-2

"5'

-8"

3'-5

"

2'-0"

EQ EQ EQ EQ

ALIGN

4

A-813

TYPICAL


5



5'-8

"4'

-2"

TYP

3'-0

"


EQ EQ EQ EQ EQ EQ


SPACEKNEESPACE

LAB SERVICE COLUMN

LBS4812

LBS4812

FB1535

FB1535

CB3035

CB3635

DB2435

DB1835

DB2435

DB1835


2'-0" 2'-0"


K


SURFACE-MTDCRASH RAIL

FB1535

FB1535

CB3635

CB3635

EQ EQ

KNEE SPACE KNEE SPACE

1

A-800

TYP

3'-0

"


K

LT6036

LT6036

LT6036

LT6036

SURFACE-MTDCRASH RAIL ATWALL BEYOND


K

TYP

3'-0

" SURFACE-MTD CRASH RAIL SURFACE-MTD CORNER GUARD TYP4'-2

"5'

-8"

EQ EQ EQ EQ


LEGEND






Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-551

SSM PHYSICAL TESTINGLAB ENLARGED PLAN &ELEVATIONS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/4" = 1'-0" A-101

SSM PHYSICAL TESTING LAB ENLARGED PLAN1

SCALE: 1/4" = 1'-0" A-551

SSM PHYSICAL ELEVATION WEST7

SCALE: 1/4" = 1'-0" A-551

SSM PHYSICAL ELEVATION EAST9

SCALE: 1/4" = 1'-0" A-551

SSM PHYSICAL ELEVATION EAST6

SCALE: 1/4" = 1'-0" A-551

SAMPLE PREP ELEVATION NORTH4

SCALE: 1/4" = 1'-0" A-551

SAMPLE PREP ELEVATION WEST2

SCALE: 1/4" = 1'-0" A-551

SAMPLE PREP ELEVATION EAST3

SCALE: 1/4" = 1'-0" A-551

SSM PHYSICAL ELEVATION WEST10SCALE: 1/4" = 1'-0" A-551

RECEIVING ELEVATION NORTH11A

SCALE: 1/4" = 1'-0" A-551

RECEIVING ELEVATION SOUTH5

SCALE: 1/4" = 1'-0" A-551

SAMPLE PREP ELEVATION SOUTH8



E FE F



AUTO DRPUSH PL

AUTO DRPUSH PL

TYP

3'-0

"

TYP

1'-0

"

2'-9"7'-9"



EF EF

3'-6" 3'-6"

ELECT PANEL TYP

SURFACE-MTDCRASH RAILTYP

SURFACEMTDCORNERGUARDTYP

VIEW WINDOW

TYP

3'-0

"

TYP

1'-0

"

TYP

6'-0

"



G H J KG H J K



TYP

3'-0

"

TYP

1'-0

"

3'-0

"2'

-2"

3'-0

"

6'-0"

PRINTER (OFOI)



GHJK GHJK

ELECTPANEL

SURFACE-MTDCRASH RAILTYP


CARDREADER

AUTO DRPUSH PL AUTO DR

PUSH PL

TYP

3'-0

"

EQEQ

TYP

1'-0

"

1

A-800

6'-0

"

6"1'-0"

1'-0"



33


SURFACE-MTDCORNER GUARD TYPELECT PANEL

LINE OFDOOR SWINGBEYOND

2'-0"

6'-0

"

TYP

3'-0

"

TYP

1'-0

"



2 32 3

LINE OFDOORSWINGTYP



CARD READER

ELECT PANEL

AUTODRPUSHPL

5'-2" 3'-6"

TYP

3'-0

"

TYP

1'-0

"

6'-0

"

6"2'-0"



23 23



VIEW WINDOW

ELECT PANEL

3'-6"

TYP

3'-0

"

TYP

1'-0

"

EWC SEEPLUMB DWGS

6'-0

"



2 32 3

VIEW WINDOW

CARDREADERSURFACE-MTD

CRASH RAIL TYPSURFACE-MTDCORNER GUARD TYP

ELECT PANEL

AUTO DRPUSHPLATES

3'-6"

TYP

3'-0

"

TYP

1'-0

"

6'-0

"

6"

6'-0" 2'-0"


Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



1/4" = 1'-0"

A-560

LAB CORRIDORELEVATIONS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/4" = 1'-0" A-101

CORRIDOR 106 NORTH ELEVATION1SCALE: 1/4" = 1'-0" A-101

CORRIDOR 106 SOUTH ELEVATION2

SCALE: 1/4" = 1'-0" A-101

CORRIDOR 108 NORTH ELEVATION3

SCALE: 1/4" = 1'-0" A-101

CORRIDOR 108 SOUTH ELEVATION4

SCALE: 1/4" = 1'-0" A-101

CORRIDOR 109 WEST ELEVATION5

SCALE: 1/4" = 1'-0" A-101

CORRIDOR 109 EAST ELEVATION7

SCALE: 1/4" = 1'-0" A-101

CORRIDOR 107 WEST ELEVATION6

SCALE: 1/4" = 1'-0" A-101

CORRIDOR 107 EAST ELEVATION8

CR

CR

1

400

1.8 1.8

2.3 2.3

J

J

K

K

L

L

11

22

33

L.3

L.3

GARAGE001

110B

001A

STOR110B

F.D.

F.D.

LINE OF GARAGE DOORABOVE TYP

CG1

CG1

A-5702

A-5703

GSMS 4815

SURFACE-MTDSAFETY SHOWER &EYEWASH

EQEQ

EQEQ

12'-0"

12'-0"

WIRE MESH PARTITIONW/ SLIDING DOOR & LOCK

4'-0" 4'-0" 4'-0"

9"9"

E4E4

CG1

REMOVABLEPARKINGSTOP TYPOF 5

CG1

FLAMMABLESTORAGECABINET

4

GSM

S 48

15

CG1

CG1

SUSPENDEDCOMPRESSEDAIR HOSE REEL& BLOW GUNABOVE THIS AREA

GSMS 4815GSMS 4815GSMS 4815GSMS 4815GSMS 4815GSMS 4815

GSM

S 48

15GS

MS

4815

GSM

S 48

15

CG1

3'-2

"

GARAGE+407' - 0"



12

24" D BUTCHER BLOCKCOUNTER

CB3635

CB3635

CB3635

EQ EQSURFACE-MTDCORNER GUARDTYP

17'-0"

4'-0" 4'-0"

GARAGE+407' - 0"



SURFACE-MTD SAFETY SHOWER& EYEWASH ES.2 PLUMBING TRIM

SEE PROJECT MANUAL


1'-6"

GARAGE+407' - 0"




K

24" D BUTCHER BLOCKCOUNTER

CB3635

CB3635

LEGEND





Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-570

GARAGE ENLARGED PLAN& ELEVATIONS

13155.00



NF

GA

8 June 2015

SCALE: 1/4" = 1'-0" A-101

GARAGE ENLARGED PLAN1

SCALE: 1/4" = 1'-0" A-570

GARAGE ELEVATION EAST2

SCALE: 1/4" = 1'-0" A-531

GARAGE ELEVATION EAST3SCALE: 1/4" = 1'-0" A-531

GARAGE ELEVATION NORTH4


LIGHT SWITCH

COMPRESSED AIR / CA.3 TRIMNAT GAS / G.1 TRIM

COLD WATER / CW.2 TRIMDUPLEX RECEPTACLE DUPLEX RECEPTACLE

PASS THROUGH PORTPASS-THRU PORT

FH AIRFLOWMONITOR/ALARM

4'-0" 4'-0"

8'-0"

2'-1

1"3'

-11

3/4"

REFE

R TO

RCP

FOR

CLG

HT

VARI

ES

FLAMMABLE CABINET CORROSIVE CABINET

3

A-810

Sim4

A-810

Sim

ZONE PRESENCE SENSORPROVIDED BY CONTROLSSUBCONTRACTOR.CM TO COORDINATECUT-OUTS AND OTHERREQUIREMENTS.

FIRST FLOOR+409' - 0"3'-0" 3'-0"

6'-0"

3'-1

1 3/

4"2'

-11"

LIGHT SWITCH

COMPRESSED AIR / CA.3 TRIMNAT GAS / G.1 TRIM

COLD WATER / CW.2 TRIMDUPLEX RECEPTACLE DUPLEX RECEPTACLE

PASS THROUGH PORTPASS-THRU PORT

FH AIRFLOWMONITOR/ALARM

REFE

R TO

RCP

FOR

CLG

HT

VARI

ES

4

A-810

3

A-810

FLAMMABLE CABINET CORROSIVE CABINET

ZONE PRESENCE SENSORPROVIDED BY CONTROLSSUBCONTRACTOR.CM TO COORDINATECUT-OUTS AND OTHERREQUIREMENTS.


DUCT COLLAR - CM TO COORDINATE WITH HVACCONTRACTOR ALL REQUIRED TRANSITION PIECES

BETWEEN COLLAR AND EXHAUST DUCT

PASS THROUGH PORT

ACCESS PANEL

PROVIDE JUNCTION BOXES ANDWIRING OF ALL DEVICES TO JUNCTION BOXES

COLD WATER OUTLET WITHSERRATED HOSE CONNECTOR

AND INLINE VACUUM BREAKER

EPOXY RESIN CUP SINK

CONECTION OF VENT PIPE TO EXHAUSTABOVE. TRANSITION BY HVACCONTRACTOR FOR BASE CABINETFLAMMABLE STORAGE

VENT PIPE FORVENTILATED STORAGE

PASS THROUGH PORT

METAL SOFFIT CLOSURE PANEL

LIGHT FIXTURE

OPERATING SASH

METAL BASE CABINET TYPE AS PERELEVATION REQUIREMENTS

METAL CHANNEL AND STRUTSPREADER SUPPORT ASSEMBLY(2) PER FUME HOOD

8'-0"

CUP SINK

BAFFLE ABOVEDISHED EPOXY RESINWORK TOP

LAMINATED SAFETYGLASS SASH

A-810

1

CUP SINK

6'-0"

BAFFLE ABOVEDISHED EPOXY RESINWORK TOP

LAMINATED SAFETYGLASS SASH

A-810

2



KNEESPACE

LINE OF BENCH TOPREFER TO PLANSFOR BENCH TOPLOCATIONS

UNLESS OTHERWISE NOTED

5'-0"

3'-0

"

2'-6

"

FIELD INSTALLED CONDUIT

EXHAUST DUCT

4" HIGH x 8" DIAMETERDUCT COLLAR

AIR SLOT

STAINLESS STEELMETAL BAFFLE SLAT

CONTROL STATIONS FORFAN CONTROL; OPTIONAL LOCATIONFOR REMOTE WALL MOUNTING TO BEDETERMINED AT TIMEOF SHOP DWG SUBMITTAL

STAINLESS STEELMETAL ANGLEWALLTIE-IN TYP OF 2

11 GA SS ANGLEBRACKET W/ VERTICALBRACE PLATES AT WALLMOUNTED LOCATIONSINDICATED ON PLANS &INTERIOR ELEVATIONS

8

A-810

Sim




5'-0"

6'-0

"

5'-6

"


EXHAUST DUCT

4" HIGH x 8" DIAMETERDUCT COLLAR

STAINLESS STEELMETAL ANGLE WALLTIE-IN TYP OF 2

AIR SLOT

STAINLESS STEELMETAL BAFFLE SLAT

CONTROL STATIONS FORFAN CONTROL; OPTIONAL LOCATIONFOR REMOTE WALL MOUNTING TO BEDETERMINED AT TIMEOF SHOP DWG SUBMITTAL

11

A-810

Sim

R8"

11 GAUGE STAINLESS STEELANGLE BRACKET

LINE OF PARTITION

CONTROL STATIONBEYOND

SS METAL ANGLEBEYOND

PLASTIC U-CHANNELON EXPOSED EDGEOF WING WALL

SS METAL WING WALLS

SS SCREW ANCHOR TO BENCHTOP

4"

3'-0

"

STAINLESS STEEL DUCTCOLLAR

REMOVABLE SS WING WALL(AT BENCH TOP LOCATIONS ONLY)

TYP UNLESS OTHERWISE NOTED

5'-0"

1'-1

0"8"

EQEQ

WHERE SS WING WALLS OCCURPROVIDE A 2" DIAMETER HOLEW/ GROMMET EDGE GUARD INEA WING WALL FOR POWERCORD

CONTROL STATIONBEYOND

SS METAL ANGLEBEYOND

4"

SS METAL ANGLE

CONTROL STATIONS FORFAN AND LIGHT CONTROL1/2" HIGH VINYL LETTERSAT CONTROL STATIONS TYP

PROVIDE ONE ADDITIONAL HANGERPER SIDE FOR CANOPY HOODS WIDERTHAN 6'-0"


ANCHOR THREADED RODHANGER TO STRUCTUREABOVE- PROVIDE STEELBRIDGE PLATES AS REQUIREDVAPOR PROOF LIGHTENCLOSURE INSIDE HOOD

FAN CONTROLLIGHT CONTROL

WIDTH AS INDICATED ON INTERIOR ELEVATIONS

1'-0" 1'-0"

6"6"

14

A-810

Sim

CONTROL STATIONS FORFAN AND LIGHT CONTROL

STAINLESS STEEL CONDUIT

STAINLESS STEEL JUNCTIONBOX

STAINLESS STEEL DUCT COLLAR

STAINLESS STEEL METAL ANGLE-FOR HANGER ROD ATTACHMENT

UNLE

SS O

THER

WIS

E NO

TED

3'-0

"

WIDTH AS INDICATED ON INTERIOR ELEVATIONS

5"

4" HIGH DUCT COLLARCOORDINATE DIAMETER WITH HVAC

EXHAUST DUCT

3/8" DIAM THREADED HANGER RODSS METAL ANGLE

LED LIGHT & VAPOR PROOF ENCLOSURE

CONTROL STATION

2'-2

"

DRIP PROOF INTERNAL GUTTER

CONDENSATE DRAIN - EXTEND TO DRAIN

ANCHOR THREADED RODHANGER TO STRUCTUREABOVE- PROVIDE STEELBRIDGE PLATES AS REQUIRED

SS CONDUIT (APPEARS BEFORE THE SECTION CUT VIEW)


3'-0"

EQ EQ


Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



1/2" = 1'-0"

A-810

FUME HOODS CANOPYHOODS & BACKDRAFTEXHAUST

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/2" = 1'-0" A-810

FH8 FUME HOOD 8 ELEVATION1SCALE: 1/2" = 1'-0" A-810

FH6 FUME HOOD 6 ELEVATION2SCALE: 1/2" = 1'-0" A-810

FUME HOOD SECTION A3SCALE: 1/2" = 1'-0" A-810

FUME HOOD SECTION B4

SCALE: 1/2" = 1'-0"

FH8 FUME HOOD PLAN5SCALE: 1/2" = 1'-0"

FH6 FUME HOOD PLAN6

FH6 FH8

FH6 FH8

LEGEND

CW.2 COLD WATER PLUMBING TRIM AT FUME HOODSCA.3 COMPRESSED AIR PLUMBING TRIM AT FUME HOODSG.1 NATURAL GAS PLUMBING TRIM AT FUME HOODS

REFER TO PROJECT MANUAL

SCALE: 1/2" = 1'-0" A-520

BENCHTOP & WALL MTD BACKDRAFT EXHAUST ELEVATION7

SCALE: 1/2" = 1'-0" A-531

FLOOR MTD BACKDRAFT EXHAUST ELEVATION10

SCALE: 1/2" = 1'-0" A-810

BENCHTOP BACKDRAFT EXHAUST SECTION8SCALE: 1/2" = 1'-0"

BENCHTOP BACKDRAFT EXHAUST PLAN9

SCALE: 1/2" = 1'-0" A-810

BACKDRAFT EXHAUST SECTION11SCALE: 1/2" = 1'-0" A-520

CANOPY HOOD ELEVATION12

SCALE: 1/2" = 1'-0"

CANOPY HOOD PLAN13SCALE: 1/2" = 1'-0" A-810

CANOPY HOOD SECTION VIEW14

29'-1"

2'-6" 2'-6" 2'-6" 2'-0" 6" 2'-6" 2'-6" 2'-6" 2'-0" 6" 2'-6" 2'-6" 2'-6" 9"

CACA 120V SIMPLEX120V SIMPLEX120V SIMPLEX 120V SIMPLEXDATA

120V SIMPLEXDATA

120V SIMPLEX208V SIMPLEX




120V SIMPLEXDATA



8"

2'-2

"

8"

LAB SERVICE COLUMNLAB BENCH CORE 29A

NOTE: ALL DEVICES AND TURRETS AT LAB BENCH CORES ARE DOUBLE-SIDED UNLESS OTHERWISE NOTED.

10"

LBC 29A

CA.2 PLUMBING TRIM AT ALL LAB BENCH CORE CA OUTLETSSEE PROJECT MANUAL

5

A-813

TYPICAL

17'-1" 8"

2'-2

"

8"

10" 3'-0" 6" 1'-6" 2'-6" 4'-0" 1'-6" 6" 2'-0" 9"

CA CA120V SIMPLEX 120V SIMPLEX120V SIMPLEX208V SIMPLEX



120V SIMPLEXDATA

120V SIMPLEXDATA

LAB BENCH CORE 17 LAB SERVICE COLUMN

LBC 17

LINE OF SHELVING &SHELVING SUPPORTSABOVE TYP


29'-0 1/2" 8"

2'-2"

8"

10" 2'-6" 2'-0" 6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-0" 6" 2'-6" 2'-6" 2'-6" 8 1/2"

CACA 120V SIMPLEX120V SIMPLEX120V SIMPLEX 120V SIMPLEX208V SIMPLEX






120V SIMPLEXDATA

120V SIMPLEXDATA

120V SIMPLEXDATA

LAB BENCH CORE 29BLAB SERVICE COLUMN

LBC 29B


6'-6" 8"

1'-0" 2'-0" 6" 2'-6" 6"

CA120V SIMPLEX 120V SIMPLEX208V SIMPLEX

120V SIMPLEXDATA

LAB SERVICE COLUMN

8"

LAB BENCH CORE 6

LBC 6


8"

12'-1" 8"

2'-2

"

10" 2'-6" 1'-6" 6" 2'-0" 1'-6" 6" 2'-0" 9"

120V SIMPLEX120V SIMPLEX120V SIMPLEX208V SIMPLEX



120V SIMPLEXDATA

LAB BENCH CORE 12LAB SERVICE COLUMN

CACA

LBC 12

LINE OF SHELVING& SHELVING SUPPORTSABOVE TYP


8"

19'-1" 8"

2'-2

"10" 2'-9" 2'-3" 6" 1'-6" 4'-0" 2'-6" 1'-6" 6" 2'-0" 9"

CA CA120V SIMPLEX 120V SIMPLEX120V SIMPLEX208V SIMPLEX




120V SIMPLEXDATA

120V SIMPLEXDATA

LAB SERVICE COLUMNLAB BENCH CORE 19

LBC 19

LINE OF SHELVING& SHELVINGSUPPORTSABOVE TYP


8"

27'-2"

1'-1"2'-6"2'-6"6"2'-0"2'-6"2'-6"2'-6"2'-6"2'-6"9"1'-9"2'-6"1'-1"

LAB BENCH CORE 27

CA CA 120V SIMPLEX208V DUPLEX

120V SIMPLEX208V DUPLEX





120V SIMPLEXDATA

120V SIMPLEXDATA

120V SIMPLEXDATA


LBC 27


GWB COLUMN ENCLOSURE

8"

9"1'-7"8"10"3'-0"3'-0"1'-3"1'-9"9"

13'-7"

120V SIMPLEX 120V SIMPLEX

LAB SERVICE COLUMN

CA 120V SIMPLEX208V SIMPLEX


120V SIMPLEXDATA

LAB BENCH CORE 14

LBC 14



Boston MA 02116857 368 4636



Project Location

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Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



1/2" = 1'-0"

A-811

LAB BENCH CORES TYPES

13155.00



NF

GA, JS

8 June 2015

SCALE: 1/2" = 1'-0"

LAB BENCH CORE TYPES1

KNEE SPACE

CASE

WOR

K

CASE

WOR

K

CBS: FIXED SINGLE BASE CABINET

ADJUSTABLESHELF

DB: FIXED BASE CABINETWITH 3 DRAWERS

SKB: SINK BASE CABINET HC: SUSPENDED BASE CABINET HD: SUSPENDED BASE CABINETWITH 3 DRAWERS

WS: ELEVATION OF ADJUSTABLE WALL SHELVINGON WALL STANDARDS12" D SHELVES UON

CB: FIXED BASE CABINET

ADJUSTABLESHELF

4"

AS N

OTED

AS NOTED

4"

AS N

OTED

AS NOTED

4"

AS NOTED

FB: FIXED FILE CABINETWITH 2 DRAWERSPROVIDE LOCKS AT ALL FILE CABINETDRAWERS KEYED ALIKE

4"

AS NOTED

4"

AS N

OTED

AS N

OTED

EQEQEQ

EQ

EQEQ

4"2'

-0"

AS N

OTED

AS NOTEDUON

2'-0"

AS NOTED AS NOTED

AS N

OTED

AS N

OTED

EQEQ

EQEQ

AS NOTED

4'-0

"4'

-0"

LBS: ELEVATION OF ADJUSTABLE LAB BENCHSHELVING SUPPORTED FROM LAB BENCH CORE12" D SHELVES UON

3'-0

"4'

-1"

AS NOTED

LINE OFLAB BENCH CORE

SCHEDULED BASE

LAB BENCH CORE ORGWB BEYOND

LINE OF LAB COUNTER

FRONT METAL APRON FOR SUPPORTON KNEE SPACE WIDER THAN 30"

WS: SECTION OF ADJUSTABLE WALL SHELVINGON WALL STANDARDS12" D SHELVES UON

SCHEDULED PARTITIONREFER TO PLANS

WOOD BLOCKING

PAINTED STEELBOOKEND

12" DEEP PAINTED STEELADJUSTABLE SHELVING

1'-0"

PAINTED STEELBOOKEND

12" DEEP PAINTED STEELADJUSTABLE SHELVING

LBS: SECTION OF ADJUSTABLE LAB BENCHSHELVING SUPPORTED FROM LAB BENCH CORE12" D SHELVES UON

LINE OF LAB BENCH CORE

LINE OF LAB BENCH COUNTER

LINE OF EXTENSION OF LAB BENCHCHANNEL WHERE SHELVING OCCURS

1'-0"

LT: LAB TABLE ADJUSTABLE FROM 30" - 36" HIGH TYPICALLAB TABLES INDICATED AS 30" H OR LOWER ARE NOT ADJUSTABLEALL LAB TABLES 33" DEEP UONALL LAB TABLES TO HAVE EPOXY TOPS UON

AS N

OTED

AS NOTED

SUPPORT RAIL AT BACK OFTABLEFRONT SHELFWHERE INDICATEDIN ELEVATION

PRE-WELDEDLEG LEVELLERASSEMBLY TYP

1 1/2" x 1 1/2" PAINTEDMETAL TABLE LEG

CONT DRIP EDGE

1" 1"

10"

SUPPORT RAIL AT FRONT OFTABLE

2 1/2"2 1/2"

FLUSH PANEL

SCHEDULEDBASE

METALCUPBOARD W/

STAINLESSSTEEL PULL

METALDRAWERS W/

STAINLESSSTEEL PULLS

4"4"

2'-1

1"

2'-1

1"


1'-10"

2 1/2"

METALCUPBOARD W/

STAINLESSSTEEL PULL

4"

2'-1

1"


1'-10"

2 1/2"

SCHEDULEDBASE

METALDRAWERS W/

STAINLESSSTEEL PULLS

4"

2'-1

1"


1'-10"

DRAWER UNIT SECTION DRAWER FILE UNIT SECTIONSINK BASE CABINET SECTIONBASE CABINET SECTION

LEVELING FEET TYP LEVELING FEET TYP LEVELING FEET TYP

SCHEDULEDBASE

SCHEDULEDBASE

LEVELING FEET TYP


1'-10"

SUSPENDED DRAWER SECTION

METAL DRAWERS W/STAINLESS STEEL PULLS

SUSPENDED CABINET SECTION

1'-10"

2'-0

"

1'-10"

2'-0

"METAL CUPBOARD W/STAINLESS STEEL PULL


Boston MA 02116857 368 4636



Project Location

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Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-812

LABORATORY CASEWORKELEVATIONS & SECTIONS

13155.00



NF

GA, JS

8 June 2015

LAB CASEWORK LEGEND

2436

CB

CASEWORK TYPE

HEIGHT

WIDTH

SCALE: 3/4" = 1'-0"

LAB CASEWORK TYPES3

SCALE: 1" = 1'-0"

LAB FIXED CASEWORK SECTION DETAILS1SCALE: 1" = 1'-0"

LAB SUSPENDED CASEWORK SECTION DETAILS2

3'-0

"

6'-2"

1"

1"

1"

LINE OF CABINET BELOW TYP

LINE OF LAB SERVICE COLUMN ABOVE

LINE OF (2)14" W x 18" D x 10.5" HUNDERMOUNT EPOXYSINKS BELOW

4"

EQEQEQ EQ

HOLEFOR COMBINATIONEYE WASH /DRENCH HOSE UNIT

3"

HOLE FOR LAB SERVICEFAUCET

CUTOUT IN COUNTER FOR UTILITY DROPSSIZE TBD. PROVIDE EPOXY INFILL ATANY EXPOSED GAPS

REFER TO ENLARGED LABPLANS AND PROJECT MANUALFOR PLUMBING TRIMAT LAB SINKS

HOLE FOR ADDITIONAL CW PLUMBINGTRIM WHERE INDICATED ONENLARGED LAB PLANS

1'-7"

HOLE FOR FINENESSAPPARATUS FAUCET(CEMENTITIOUS LABONLY)

1'-5"

3'-0

"

6'-2"

1"1"

1"

LINE OF LAB SERVICE COLUMN ABOVE4"

3"EQ

EQ

EQEQ

CUTOUT IN COUNTER FOR UTILITY DROPSSIZE TBD. PROVIDE EPOXY INFILL AT ANYEXPOSED GAPS

1'-6"

4"


2'-9"

BLOCKING AS REQUIRED4" BACKSPLASH TYPPROVIDE AT SIDEWALLSWHERE INDICATED INELEVATION

1" THICK EPOXYCOUNTERTOP W/ CONT DRIP EDGEAT OVERHANG

AS N

OTED

1"

LINE OF CASEWORKBELOW REFER TO LABINTERIOR ELEVATIONSFOR LOCATION AND TYPE

NOTE: ALL LABCASEWORKCOUNTERS AREEPOXY UNLESSOTHERWISENOTED

DUPLEX RECEPTACLEAT ALL KNEE SPACESAND WHEREINDICATED INELEVATION

PROVIDE CONT CABINETSIDE TO WALL AT BOTHSIDES OF KNEE SPACETYPICAL

1" THICK EPOXY COUNTERTOPW/ CONT DRIP EDGE AT OVERHANG

AS N

OTED

1"

LINE OFLABCASEWORKBEYOND

NOTE: ALL LABCASEWORKCOUNTERS AREEPOXY UNLESSOTHERWISE NOTED

HT O

F LA

B BE

N CH

CORE

3'-0

"

1"

SCHEDULED BASE

1" THICK EPOXY CAP FLUSH W/SIDES OF LAB BENCH CORE

8"

WHERE SHELVING OCCURS EXTENDMETAL FRAMING FOR SHELFSUPPORTS - SEE DWG A-812

SECTION AT KNEE OR EQUIPMENT SPACE

DUPLEX RECEPTACLETYP AT KNEE SPACEAND WHERE INDICATED INELEVATION

PAINTED METAL LAB BENCHCORE

TYP LAB CASEWORK COUNTER DEPTH UON

2'-9"

INT ELEVATIONS FOR LOCATIONS & TYPE

LAB CASEWORK REFER TO LAB

CORE

LAB BENCH

PROVIDE CONT CABINETSIDE TO LAB BENCH COREAT BOTH SIDES OF KNEESPACE OR EQUIPMENTSPACE TYPICAL

REFER TO DWG A-811 FORDEVICE LOCATIONS AT LABBENCH CORE

NOTE: ALL LABTABLE TOPS AREEPOXY UNLESSOTHERWISENOTED

HT O

F LA

B BE

N CH

CORE

3'-0

"

SCHEDULED BASE

1" THICK EPOXY CAP FLUSH W/SIDES OF LAB BENCH CORE

8"

WHERE SHELVING OCCURS EXTENDMETAL FRAMING FOR SHELFSUPPORTS - SEE DWG A-812

DUPLEX RECEPTACLEWHERE INDICATED INELEVATION

PAINTED METAL LAB BENCHCORE

TYPICAL LAB TABLE DEPTH UON

2'-9"

EQUIPMENT LOCATION OR OPEN FLOOR SPACE

1" THICK EPOXY TOPW/ CONT DRIPEDGE AT OVERHANG

1"

CORE

LAB BENCH

ELEVATIONS FOR LOCATION & TYPE

LAB TABLE REFER TO LAB INT

SUPPORT RAIL ATSIDES AND BACKOF LAB TABLE

LINE OF SUSPENDEDPAINTED METALCABINETS BEYONDSEE ELEVATIONSFOR LOCATIONS

1"

LINE OF CABINET BELOW TYPLINE OF (2)14" W x 18" D x 10.5" HUNDERMOUNT EPOXYSINKS BELOW

4"

EQEQEQ EQ

HOLEFOR COMBINATIONEYE WASH /DRENCH HOSE UNIT

3"

HOLE FOR LAB SERVICEFAUCET

REFER TO ENLARGED LABPLANS AND PROJECT MANUALFOR PLUMBING TRIMAT LAB SINKS

HOLE FOR ADDITIONAL CW PLUMBINGTRIM WHERE INDICATED ONENLARGED LAB PLANS

2'-9

"

1'-7"

1"EPOXY BACKSPLASH AT BACK AND SIDES OF COUNTERWHERE INDICATED IN ELEVATION



26" W x 8" D PAINTEDMETAL LAB SERVICECOLUMN W/ REMOVABLEFRONT PANEL

3/4" TH STAINLESS STEELPEGBOARD

PROVIDEFULL DEPTHCABINET SIDESAT EACH SIDEOF LAB SINKCOUNTER

2'-0"

2'-6

"1'

-9"

SURFACE-MOUNTED PAPERTOWEL DISPENSER

SOAP DISPENSERS (OFOI)

4"

EPOXY BACKSPLASHAT ALL SIDES OFSERVICE COLUMN

3"

LAB SERVICE COLUMNHEIGHT

CEILING HEIGHT

SECURE SERVICE COLUMNTO STRUCTURE ABOVE



1"

3'-1"

3'-0

"

1"

PAINTED METALLAB BENCH CORESEE ELEVATIONS& DWG A-811 FORDEVICE LOCATIONSAND DIMENSIONS

1" EPOXY CAPFLUSH W/ SIDESOF BENCH CORE TYP

3"

SCHEDULED BASE

8" x 8" PAINTEDMETAL LAB SERVICE COLUMN

HEIGHT OF LABSERVICE COLUMN

CEILING HEIGHT

SECURE LABSERVICE COL TOSTRUCTURE ABOVE



4" DRIP TROUGHAND HOSE

FULL DEPTHCABINET SIDEPANEL TYP ATLAB SINK ENDOF BENCH

SCHEDULED BASE

26" W x 8" D PAINTEDMETAL LAB SERVICECOLUMN W/REMOVABLE FRONT PANEL

EPOXYBACKSPLASH ATLAB SERVICECOLUMN


REMOVABLEPAINTED METALACCESS PANEL

SCHEDULED BASE

HOSE BIBCONNECTIONSEE PLUMBDWGS

1'-9"


Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



As indicated

A-813

LABORATORY CASEWORKDETAILS

13155.00



NF

GA, JS

8 June 2015

SCALE: 3/4" = 1'-0" A-520

TYPICAL LAB SINK COUNTER1SCALE: 3/4" = 1'-0" A-541

LAB SINGLE SINK COUNTER2

SCALE: 1" = 1'-0" A-520

LAB COUNTERTOP DETAIL AT WALL4SCALE: 1" = 1'-0" A-520

LAB CASEWORK AT LAB BENCH CORE5SCALE: 1" = 1'-0" A-531

LAB TABLE AT LAB BENCH CORE6

SCALE: 3/4" = 1'-0" A-551

SAMPLE PREP LAB SINK COUNTER3

SCALE: 3/4" = 1'-0" A-520

LAB SERVICE COLUMN ELEVATION AT LAB SINK7SCALE: 3/4" = 1'-0"

LAB BENCH CORE AT LAB SERVICE COLUMN8SCALE: 3/4" = 1'-0"

LAB SERVICE COLUMN AT LAB SINK9SCALE: 3/4" = 1'-0" A-512

LAB SINK SECTION AT HOSE BIB10



CLEAR OPENING

5'-0"

CLEA

R OP

ENIN

G

6'-6

"

EQ EQ

1'-9 1/8" 1" 2'-10"

1'-3 1/2" 1" 1'-5 1/2"

5" 1" 5" 1"

4"1'

-2 7

/16"

1"2'

-9 1

/8"

1"1'

-0 7

/16"

1"

1'-5

1/2

"1"

1'-0

"1"

1'-3

1/1

6"1"

10"

10"

1" 1"

VERIFY ALL OPENINGSW/ EQUIPMENTSUBMITTALS

PROVIDE FINISHEDSTAINLESS STEELBACK PANEL ATALL RECESSESINDICATED W/GRAY HATCH

PROVIDE 1" RECESS THIS AREAALL OTHER RECESSES AREFULL DEPTH OFSAFETY DTATION

3

A-814

Sim

EMERGENCYEYE WASH

FIRST AID KIT

SPILL KIT

RECESSED SAFETYSTATION WITH DRAIN

PAN, DAYLIGHT DRAIN& WALL-MOUNTED

EXPOSED SHOWER HEAD

PIPE FOR TEMPEREDWATER FOR EYE

WASH BY OTHERS

PIPE FOR TEMPEREDWATER FOR SHOWER

BY OTHERS

TELEPHONE OFOI

RECESSEDSTAINLESS STEEL PANELFOR OWNER-FURNISHEDSIGNAGE

SAFETY GLASSESDISPENSER OFOI

OPEN STORAGE SLOTFOR REFERENCEBINDERS (OFOI)

VINYL SURFACE-APPLIEDRED LETTERING TYPICAL

TRIMLESS FIRE EXTINGUISHERCABINET

FLUSH STAINLESSSTEEL REMOVABLE

ACCESS PANELW/ FINGER PULLS

NOTE: SPILL KIT AND FIRST AIDKIT WITHIN COMPARTMENTSARE OFOI

AED CABINET & AED;LETTERING AT AEDCABINET PROVIDEDBY CABINETMANUFACTURER

STAINLESS STEELPANEL W/ RETURNEDEDGES TYPICAL

8'-0

"

FLUSH STAINLESSSTEEL REMOVABLE

ACCESS PANELW/ FINGER PULLS

EMER GENCY SH OW

ER

FIRE EXTINGUIS HER

SEE ELEVATION FOR EQUIPMENT OPENING SIZES

1'-0"

PARTITION BEYONDREFER TO PLANS FORPARTITION TYPE

1"

1" DEEP STAINLESS STEELRECESS FOR OFOI SIGNAGE

FINISHED STAINLESS STEELBACK PANEL WHERE INDICATEDIN ELEVATION TYPVERIFY CLEARANCE DEPTHREQUIREMENTS WITHEQUIPMENT SUBMITTALS

STAINLESS STEEL DOORWHERE INDICATED IN ELEVATION

6'-6

"


Boston MA 02116857 368 4636



Project Location

Revisions

Project Architect

Project Consultant

Original Issue Date

Drawn By:

Checked By:

EMA Project No:

Scale:

Plan Name:

Drawing Number:

Project Name:



1" = 1'-0"

A-814

SAFETY STATIONELEVATIONS, SECTIONS &DETAILS

13155.00



NF

GA, JS

8 June 2015

SCALE: 1" = 1'-0" A-520

SAFETY STATION WITHOUT EQUIPMENT ELEVATION1SCALE: 1" = 1'-0"

SAFETY STATION WITH EQUIPMENT ELEVATION2SCALE: 1" = 1'-0" A-814

SECTION AT SAFETY STATION3

1544 sf

358 sf402 sf

1118 sf

1172 sf

256 sf 135 sf

204 sf

Forney compression testing equipment / PCCTesting Lab

Aggregates Shaker Rm

SATEC compressiontesting equipment /Physical Testing Lab

Concrete saw

CHEMICAL LABBITUMINOUS LAB

PCC TESTING LAB

PHYSICAL TESTINGLAB

MOIST CURE

AGGREGATES SHAKER

SOILS LAB

MA T CH . L I N E

MA T CH . L I N E


ATTACHMENT C

Statewide Contract FAC78 Moving and State Surplus Disposal Services

Updated: May 15, 2015

Page 1 of 6

Contract #: FAC78 Contract Duration: 06/01/2012 to 6/30/2016 MMARS #: FAC78* Options to renew: None Contract Manager: Maureen Barends 617-720-3155 [email protected] This contract contains: Prompt Payment Discounts (PPD), Supplier Diversity Program (SDP), and Small Business Purchasing Program (SBPP)

Contract Summary PO-14-1080-OSD01-OSD10-00000001296 This contract covers Commercial Moving Services and State Surplus Disposal Services for moves of all sizes both intrastate and interstate. Contract Services include but are not limited to providing estimates, consultation service and scrap office furniture removals. Emergency storage during a move is also available. Labor is covered under Commonwealth Prevailing Wage Rates except for “school room furniture” moving (Topical Outline of Massachusetts Prevailing Wage Law 3/6/12 page 51).

Benefits and Cost Savings An RFQ process is required from 2 or more vendors that supports Best Value

Vendors respond to requests for free written cost estimates within 72-hours of site visit

Vendors offer special inside office cranes to lift and move file cabinets without damage

Site Supervisors are available for each move supporting consulting, pre-move meetings and full move

Consultation services include planning and relocation services for smooth execution of each move

Vendors obtain all required permits and notify purchaser of their costs within the total quoted cost

Vendors will pack, remove and transport Surplus Furniture within the total quoted cost

Who Can Use This Contract? Applicable Procurement Law: MGL c. 7, § 22; c. 30, § 51, § 52; 801 CMR 21.00 Eligible Entities: 01. Cities, towns, districts, counties and other political subdivisions 02. Executive, Legislative and Judicial Branches, including all Departments and elected offices therein; 03. Independent public authorities, commissions and quasi-public agencies 04. Local public libraries, public school districts and charter schools; 05. Public Hospitals, owned by the Commonwealth; 06. Public institutions of high education 07. Public purchasing cooperatives; 08. Non-profit, UFR-certified organizations that are doing business with the Commonwealth; 09. Other states and territories with no prior approval by the State Purchasing Agent required; and 10. Other entities when designated in writing by the State Purchasing Agent.

How to Use the FAC78 Moving & State Surplus Disposal Services Statewide Contract


Page 2 of 6

Pricing and Purchase Options PO-14-1080-OSD01-OSD10-00000001296 Services purchased through this contract will be direct outright purchases. A purchaser is required to obtain quotes from multiple (two or more) Statewide Contractors prior to issuing a Purchase Order. Contractors are listed on the MBPO - click the “Vendor” Tab, then click the “Distributors” Tab.

All orders placed under this contract must include the following statement: “This order is placed under Statewide Contract FAC78” Otherwise, the order will not be considered “use of a Statewide Contract” for procurement purposes. In addition it is recommended that the following language be included: “All of the terms and conditions of the Statewide Contract FAC78 are incorporated herein and made a part hereof. Conflicting or additional terms, conditions or agreements included in or attached to this form shall be considered to be superseded and void.” Pricing and buying details: For purchaser job aids, click here: COMMBUYS Purchasing Job Aids. For more help, please contact the COMMBUYS Help Desk at [email protected] or during normal business hours (8AM – 5PM Monday – Friday) at 1-888-627-8283 or 617-720-3197. General Hint - One way to find this SWC is with “Advanced Search” entering FAC78 in the “Description” field. Ordering process requires Quotes: Buyers are required to provide a Statement of Work (SOW) to and obtain free quotes from multiple (2 or more) vendors to obtain “Best Value.” They will be inclusive of proposed number of employees, size of vehicle(s), amounts of materials to be used; the number of hours detailed, the estimated number of days to complete the move, and estimated total move cost. Turnaround time for quotes will be no more than 72 hours from site visit. Before a Purchase Order is generated the cost estimate must be agreed upon. This contract has been set up as a distributor model (solicitation enabled) Master Blanket Purchase Order (MBPO) in COMMBUYS. A Solicitation Enabled Distributor Model MBPO is a single MBPO that has multiple vendors listed as distributors. This allows you to solicit quotes within COMMBUYS, then award the best value bidder and place the order through COMMBUYS. To see contractors are listed on the MBPO - click the “Vendor” Tab, then click the “Distributors” Tab. Specific steps to follow to create the bid for quoting through COMMBUYS: 1. Start with a New Requisition - on the General Tab, fill in all required information and make sure to check off the Solicitation Enabled check box. 2. Within the requisition, Click on the Items tab, click ‘Search Items’; then click the plus sign next to Advanced Search to do an advanced search. Use FAC78 in the Description field; or enter the MBPO number in the Contract / PO# field. 3. Once item is added to the requisition, COMMBUYS will bring you to the Items tab and have an error message saying that the line item needs to have a value greater than 0. Click on Enter Info under the Catalog Price/ Unit Cost and enter in the estimated cost. This can be hidden from the bid before sending it to the vendors. 4. Click on the “Vendor” Tab, then click the “Distributors” Tab, then select the vendors from whom you will solicit quotes. 5. Attach your Statement of Work and any other pertinent documents in the Attachment tab, making sure to check the box that says Show to Vendor. 6. The Reminders tab is for internal reminders visible to those with Basic Purchaser access to COMMBUYS. 7. Review the Summary Tab, and then Submit for Approval.


Page 3 of 6

8. Once Approved, the Requisition will turn into a bid ready for purchasing, once it is in this status, you will need to click Convert to Bid. 9. Once it is converted to a Bid, go through all the tabs and enter in the required information. On the Items tab you can delete the cost that was previously entered on the requisition so no estimated cost shows to the vendor, or if you leave the previously entered cost this will show to the vendor as an estimated cost. 10. Once all information is reviewed submit the Bid for approval. Once approved, send it to the vendors. 11. After quotes are received and evaluations of them are completed, awards and orders should be placed through COMMBUYS from the Bid. Prevailing Wage Rates: Vendors must pay Prevailing Wages for all moves except for “school room furniture” moving. While the Prevailing Wage rate schedule is posted as an attachment to the SWC, each purchaser is required to request their own Prevailing Wage rate for each moving job. Prevailing Wage rate information and forms can be found at Department of Standards. Purchasers must receive a certified payroll record from the vendor prior to paying any invoices. The Purchaser (or, for the purposes of the statute, “awarding authority”) has a legal obligation to request a prevailing wage schedule from the Department of Labor Standards (DLS) at www.mass.gov/dols. Any Purchaser that uses the contract will be considered the “awarding authority” and must request a prevailing wage schedule at the time of the engagement of the contractor for specific services or projects. In addition, contractors must agree to comply with the Prevailing Wage Law, as administered by the DLS. Questions regarding the Prevailing Wage Law may be answered by accessing the DLS Website at www.mass.gov/dols or by calling the DLS Prevailing Wage Program at (617) 626-6953. Travel Expenses: Travel can be billed at a two (2) hour maximum. Purchasers are not required to pay for additional travel time over 2 hours. Other Expenses: No meals, commuting expenses, fuel surcharges, lodging, incidental expenses or other expenses can be billed to the purchaser.

Additional Information Geographic service and delivery areas Contractors will provide the requested service(s) throughout the Commonwealth and other states as requested. Statement of Work (SOW) purchaser requirements

Provide Prevailing Wage sheets with the initial request for quote, which become part of the SOW.

Specify the time and place for the move survey.

Detail the service being provided and dates to be performed.

Identify whether or not the location(s) have freight elevator access and if so are there any special procedures for scheduling it. Older buildings do not necessarily have either a passenger or a freight elevator. If it is a leased facility, the freight elevator is generally under the control of the landlord for scheduling purposes.

Provide vendors with complete detailed lists of items to be moved, or approve lists drawn up by vendors on site visits, including dates/times that items that can be moved, special handling requirements, on site contact person and contact numbers/email, and any other special instructions.

Purchasers cannot hold vendors responsible for items not specified on the purchaser approved list.


Page 4 of 6

The transportation and emergency storage during a move of confidential material and records should be identified with clear and specific security procedures in place. The use of locked and secure vehicles should be identified with continuous oversight, security and control specified. Specific requirements and/or protocols should be detailed to ensure confidentiality

Vehicles may be inspected by purchasers to ensure that all vehicles used in these services will allow for property transported being in a closed van/truck with protection from weather elements.

Padding will be used for all furniture and equipment and boxes used will be easily identified. Shrink wrap will be used for any open carts, unlockable cabinets or equipment with loose or movable parts.

Waste removal and recycling services should be clearly stated along with same day cleanup of all areas involved in the move.

Clearly identify the equipment, materials and tools required to conduct a commercial and office move, which will also become evident during a site visit.

The number of vendor employees will be identified in advance and be required to wear identification displaying the moving company’s name (such as identification badge, company uniform, T-shirt).

Include specific dates and times for the move to occur and if there is a need for emergency in-transit storage or additional pick-ups that must be identified in advance.

Many moves require the use of special heavy duty equipment to relocate cabinets, empty and/or filled which need to be identified during the site visit. Such special equipment has included inside office cranes that can lift and move file cabinets without damage.

Identify the location of all special electronic equipment, fragile equipment, items of special value and requiring special professional handling. Proper packing and moving equipment for computer and computer related moves need to be clearly stated. The purchaser may request the vendor to identify their experience moving computer and computer related equipment. The purchaser will identify when they will disconnect and unplug all computer cables and plugs to all computer and computer related equipment prior to the move.

Separate agreements are suggested covering specialty moving services: antiques, large musical instruments (such as harps or pianos), museums, libraries, rigging, and reassembly/reinstallation by a manufacturer certified technician either as prime movers or through sub-contracting of movers who specialize in these services. Sub-vendors will be held to the same rates as the prime movers.

Services that include emptying and packing contents of bookcases, storage cabinets and racks at the point of origin with reversing the process at the final destination must be clearly stated and identified. This should also include costs for disassembling shelving and related cabinets with all hardware securely attached without damage to the surface of the shelving or cabinets.

Identify if it is a requirement for moving location numbers to be assigned and attached, without surface damage, to all items being moved that aligns with destination building floor layouts.

Be clear as to the responsibilities for Permit and Regulatory Requirements with vendor certifying that they will obtain the necessary permits and licenses related to moving services and operations, including any special permits for moving on Saturdays, Sundays, or Holidays, if necessary. Applicable costs for each required permit will be identified within the total quote provided for the service.

The purchaser should specify that vendors secure permits, and identify any and all proprietary regulations and restrictions, such as, but not limited to, individual Building Work Permits for all State buildings.

Clearly identify the Risk of Loss and Insurance with necessary precautions and safeguards to prevent personal injury and property damage while performing services under the contract.

Emphasize that it is the vendor's responsibility to ensure that their operations are conducted in a safe and secure manner at all times. The vendor will be responsible to replace/repair, at the purchaser’s sole option, any property damage(s) made during contract performance.

Specify that the Commonwealth of Massachusetts is self-insured and is not itself purchasing additional insurance under the name of the purchaser or the Commonwealth. Departments are prohibited from insuring Commonwealth property under M.G.L. c. 29, § 30 absent specific legislative authorization. This


Page 5 of 6

means that a department is prohibited from insuring its property or equipment from damage or loss. In addition to being prohibited from insuring its own property, a department may not insure property it does not own. In the event that a purchaser needs additional insurance coverage than what is provided by a Vendor and in order to adequately insure the value of the assets being moved (for example computer servers), then the purchaser is authorized to pay a higher premium for the VENDOR TO INSURE the assets for loss and replacement and NOT for the Commonwealth to purchase a separate policy in the name of the Commonwealth. Vendors must offer this additional higher premium coverage and provide a certificate of insurance to the purchaser.

State in the SOW that an itemized Bill of Lading is to be prepared for every shipment transported, this will be the same as shown on the order for service. Once received the Bill of Lading will be reviewed and approved by the purchaser prior to loading of the goods verifying the following: - Vendors Name and Address and responsible contact person - Vendors Telephone numbers during work hours and emergency after hours - Purchaser Name, Address, and telephone number of responsible contact person - Services ordered and amount charged

Worthless (Scrap) Furniture Removal All state agencies must first submit a list of their worthless equipment to the Commonwealth of Massachusetts State Surplus Property Office (SSPO), Operational Services Division, One Ashburton Place, Room 1017, Boston, MA 02108, Phone: 617-720-3300 Fax: 617-727-4527 for permission to dispose and follow all SSPO policies and procedures before identifying surplus furniture as scrap. Agencies are asked to first complete the Scrap Furniture Disposal Form and provide the vendor with a copy of this form prior to receiving a written estimate from the vendor. Local municipalities or other non-state entities do not have to write to SSPO prior to the removal of their worthless items by a service. Additional Statement of Work (SOW) Considerations for Scrap Removal • Details of the responsibilities of the services to be rendered for Worthless (Scrap) Furniture Removal should be included within a Statement of Work (SOW) as identified above for all moving services for specific services, identification of items, site visit, cost estimates, etc. • Additional details will include a written report explaining where and how the surplus furniture will be disposed of (i.e. recycled, sold-off, or destroyed). It is desirable that as much of the scrap as possible be recycled. • Be sure that the total quoted cost includes specific language that the vendor will remove, pack, and incur all freight costs with the transport of all scrap office furniture. • To avoid potential additional costs such as overtime, it is suggested that the purchaser specify that the removal of scrap office furniture will take place during the facility’s regular work hours. • Clearly state that the vendor will take all office furniture listed on the Scrap Furniture Disposal Form. The Vendor will not be allowed to remove only the furniture that looks desirable and leave the remainder. Recycling A purchaser may work with their vendors to secure recycling under the Statewide Contract (SWC) for Solid Waste and Recycling Services currently identified as FAC33 or a successor SWC.

Where to Find Contract Information on COMMBUYS To find in depth Master Blanket Purchase Order (MBPO) information: on the COMMBUYS, login page click on the “Contract & Bid Search” link, click the Contracts/Blankets button, enter contract number (three letters two digits) in the Contract/Blanket Description, (if you have logged in and searching, some users will see a box labelled “Header Major Status” – if so, use the dropdown menu to select “3PS-Sent), then all users click


Page 6 of 6

the “Find It” button, to see all MBPO’s. You will see the MBPO’s listed above for the four categories. If you see a “vCurrent” MBPO, it is historical information from the prior COMM-PASS system. Click the link you want to see. The Contract User Guide and RFR are posted with the MBPO’s.

Strategic Sourcing Team Members Name Organization Email Address

Randal Cabral Department of Public Health [email protected]

John Ferrara Division of Capital Asset Management and Maintenance

[email protected]

Roland Francois Jr. Department of Transportation [email protected]

Stefan Hedio MA Commission for the Blind [email protected]

Scott Seiler Department of Workforce Development

[email protected]

Vendor List and Contract information The available contractors are listed below. Supplier involvement in the following programs will have the appropriate three to four letter code at the end of the vendor listing. Programs include Small Business Purchasing Program (SBPP), Supply Diversity Office Certification (SDO, Formerly SOMWBA Certification), Supplier Diversity Program (SDP, Formerly AMP), Environmentally Preferable Products Program (EPP), & Prompt Pay Discount (PPD):

Vendor Contact Phone # Email OSD Program

ABC Moving & Storage Telly Sbat 800-633-6000 x731 [email protected] SBPP, EPP, SDP, PPD 5%-10, 4%-15, 3%-20, 2%-30

ABC Moving Services Sam Graves 617-625-6683 [email protected] EPP, SDP, PPD 1%-10

A.Walecka & Son, Inc. Thomas Muldoon 800-221-2158 [email protected] EPP, SDP, PPD 2.5%-10, 2%-15, 1.25%-20

EA Spry & Co Inc. (Spry Moving)

Richard Spry 781-933-8250 [email protected] SBPP, EPP, SDP, PPD 1%-10

Roger Sitterly & Son, Inc. (Sitterly Movers)

Rod Sitterly 800-533-1171 [email protected] SBPP, EPP, SDP, PPD 3%-10, 2%-

15, 1%-20

Spike Inc. (Olympia Moving & Storage)

Michael Gilmartin 617-231-1227 [email protected] EPP, SDP, PPD 2%-10, 1%-15

Sterling Corporation Scott Reiland 781-844-0759 [email protected] EPP, SDP, PPD 2%-10, 1%-15

Wakefield Moving & Storage

Randy Davekos 978-360-8152 [email protected] SBPP, EPP, SDP, PPD 3%-10, 2%-15, 1%-20

William B. Meyer, Inc Ted Kennedy 800-873-6393 x100 [email protected] EPP, SDP, PPD 1.5%-10, 1%-15, 0.5%-20

William Lowe & Sons William Lowe 617-242-8600 [email protected] SBPP, EPP, SDP, PPD 2%-10, 1.5%-15, 1%-20, 1%-30

William Walsh, Inc. (Walsh Movers)

William Walsh 617-620-8953 [email protected] SBPP, EPP, SDP, PPD 2%-10, 1.5%-15, 1%-20


Section VI.

Proposal Contract Forms

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PPaaggee 11 ooff 33

TThhiiss TTeerrmmss aanndd CCoonnddiittiioonnss ffoorrmm iiss iissssuueedd bbyy tthhee MMaassssaacchhuusseettttss DDeeppaarrttmmeenntt ooff TTrraannssppoorrttaattiioonn ((““MMaassssDDOOTT””)).. AAnnyy cchhaannggeess oorr eelleeccttrroonniicc aalltteerraattiioonnss bbyy tthhee CCoonnttrraaccttoorr ttoo tthhee ooffffiicciiaall vveerrssiioonn ooff tthhiiss ffoorrmm sshhaallll bbee vvooiidd eexxcceepptt aass aaggrreeeedd ttoo bbyy MMaassssDDOOTT.. UUppoonn eexxeeccuuttiioonn ooff tthheessee TTeerrmmss aanndd CCoonnddiittiioonnss bbyy tthhee CCoonnttrraaccttoorr aanndd

MMaassssDDOOTT aanndd ffiilliinngg aass pprreessccrriibbeedd bbyy tthhee OOffffiiccee ooff tthhee CCoommppttrroolllleerr,, tthheessee MMaassssDDOOTT TTeerrmmss aanndd CCoonnddiittiioonnss wwiillll bbee iinnccoorrppoorraatteedd bbyy rreeffeerreennccee iinnttoo aannyy CCoonnttrraacctt ffoorr CCoommmmooddiittiieess aanndd SSeerrvviicceess eexxeeccuutteedd bbyy tthhee CCoonnttrraaccttoorr aanndd MMaassssDDOOTT,, iinn tthhee aabbsseennccee ooff aa ssuuppeerrsseeddiinngg llaaww oorr rreegguullaattiioonn rreeqquuiirriinngg aa ddiiffffeerreenntt CCoonnttrraacctt ffoorrmm.. PPeerrffoorrmmaannccee sshhaallll iinncclluuddee sseerrvviicceess rreennddeerreedd,, oobblliiggaattiioonnss dduuee,, ccoossttss iinnccuurrrreedd,, ccoommmmooddiittiieess aanndd ddeelliivveerraabblleess pprroovviiddeedd aanndd aacccceepptteedd bbyy MMaassssDDOOTT,, pprrooggrraammss pprroovviiddeedd oorr ootthheerr ccoommmmiittmmeennttss aauutthhoorriizzeedd uunnddeerr aa CCoonnttrraacctt.. AA ddeelliivveerraabbllee sshhaallll iinncclluuddee aannyy ttaannggiibbllee pprroodduucctt ttoo bbee ddeelliivveerreedd aass aann eelleemmeenntt ooff ppeerrffoorrmmaannccee uunnddeerr aa CCoonnttrraacctt.. MMaassssDDOOTT iiss eennttiittlleedd ttoo oowwnneerrsshhiipp aanndd ppoosssseessssiioonn ooff aallll ddeelliivveerraabblleess ppuurrcchhaasseedd oorr ddeevveellooppeedd wwiitthh MMaassssDDOOTT ffuunnddss.. CCoonnttrraacctt sshhaallll mmeeaann tthhee SSttaannddaarrdd CCoonnttrraacctt FFoorrmm iissssuueedd bbyy MMaassssDDOOTT.. 11.. Contract Effective Start Date.Contract Effective Start Date. NNoottwwiitthhssttaannddiinngg vveerrbbaall oorr ootthheerr rreepprreesseennttaattiioonnss bbyy tthhee ppaarrttiieess,, oorr aann eeaarrlliieerr ssttaarrtt ddaattee iinnddiiccaatteedd iinn aa CCoonnttrraacctt,, tthhee eeffffeeccttiivvee ssttaarrtt ddaattee ooff ppeerrffoorrmmaannccee uunnddeerr aa CCoonnttrraacctt sshhaallll bbee tthhee ddaattee aa CCoonnttrraacctt hhaass bbeeeenn eexxeeccuutteedd bbyy aann aauutthhoorriizzeedd ssiiggnnaattoorryy ooff tthhee CCoonnttrraaccttoorr aanndd MMaassssDDOOTT,, oorr,, aa llaatteerr ddaattee ssppeecciiffiieedd iinn tthhee CCoonnttrraacctt oorr tthhee ddaattee ooff aannyy aapppprroovvaallss rreeqquuiirreedd bbyy llaaww oorr rreegguullaattiioonn,, wwhhiicchheevveerr iiss llaatteerr.. 22.. Payments And Compensation.Payments And Compensation. TThhee CCoonnttrraaccttoorr sshhaallll oonnllyy bbee ccoommppeennssaatteedd ffoorr ppeerrffoorrmmaannccee ddeelliivveerreedd aanndd aacccceepptteedd bbyy tthhee MMaassssDDOOTT iinn aaccccoorrddaannccee wwiitthh tthhee ssppeecciiffiicc tteerrmmss aanndd ccoonnddiittiioonnss ooff aa CCoonnttrraacctt.. AAllll CCoonnttrraacctt ppaayymmeennttss aarree ssuubbjjeecctt ttoo aapppprroopprriiaattiioonn ppuurrssuuaanntt ttoo MM..GG..LL.. CC.. 2299,, §§2266,, oorr tthhee aavvaaiillaabbiilliittyy ooff ssuuffffiicciieenntt nnoonn--aapppprroopprriiaatteedd ffuunnddss ffoorr tthhee ppuurrppoosseess ooff aa CCoonnttrraacctt,, aanndd sshhaallll bbee ssuubbjjeecctt ttoo iinntteerrcceepptt ppuurrssuuaanntt ttoo MM..GG..LL.. CC.. 77AA,, §§33 aanndd 881155 CCMMRR 99..0000.. OOvveerrppaayymmeennttss sshhaallll bbee rreeiimmbbuurrsseedd bbyy tthhee CCoonnttrraaccttoorr oorr mmaayy bbee ooffffsseett bbyy MMaassssDDOOTT ffrroomm ffuuttuurree ppaayymmeennttss iinn aaccccoorrddaannccee wwiitthh ssttaattee ffiinnaannccee llaaww.. AAcccceeppttaannccee bbyy tthhee CCoonnttrraaccttoorr ooff aannyy ppaayymmeenntt oorr ppaarrttiiaall ppaayymmeenntt,, wwiitthhoouutt aannyy wwrriitttteenn oobbjjeeccttiioonn bbyy tthhee CCoonnttrraaccttoorr,, sshhaallll iinn eeaacchh iinnssttaannccee ooppeerraattee aass aa rreelleeaassee aanndd ddiisscchhaarrggee ooff MMaassssDDOOTT aanndd tthhee CCoommmmoonnwweeaalltthh ooff MMaassssaacchhuusseettttss ((““CCoommmmoonnwweeaalltthh””)) ffrroomm aallll ccllaaiimmss,, lliiaabbiilliittiieess oorr ootthheerr oobblliiggaattiioonnss rreellaattiinngg ttoo tthhee ppeerrffoorrmmaannccee ooff aa CCoonnttrraacctt.. 33.. Contractor Payment Mechanism.Contractor Payment Mechanism. AAllll CCoonnttrraaccttoorrss wwiillll bbee ppaaiidd uussiinngg tthhee PPaayymmeenntt VVoouucchheerr SSyysstteemm uunnlleessss aa ddiiffffeerreenntt ppaayymmeenntt mmeecchhaanniissmm iiss rreeqquuiirreedd.. TThhee CCoonnttrraaccttoorr sshhaallll ttiimmeellyy ssuubbmmiitt iinnvvooiicceess ((PPaayymmeenntt VVoouucchheerrss -- FFoorrmm PPVV)) aanndd ssuuppppoorrttiinngg ddooccuummeennttaattiioonn aass pprreessccrriibbeedd iinn aa CCoonnttrraacctt.. MMaassssDDOOTT sshhaallll rreevviieeww aanndd rreettuurrnn rreejjeecctteedd iinnvvooiicceess wwiitthhiinn ffiifftteeeenn ((1155)) ddaayyss ooff rreecceeiipptt wwiitthh aa wwrriitttteenn eexxppllaannaattiioonn ffoorr rreejjeeccttiioonn.. PPaayymmeennttss sshhaallll bbee mmaaddee iinn aaccccoorrddaannccee wwiitthh tthhee bbiillll ppaayyiinngg ppoolliiccyy iissssuueedd bbyy tthhee OOffffiiccee ooff tthhee CCoommppttrroolllleerr aanndd 881155 CCMMRR 44..0000,, pprroovviiddeedd tthhaatt ppaayymmeenntt ppeerriiooddss lliisstteedd iinn aa CCoonnttrraacctt ooff lleessss tthhaann ffoorrttyy--ffiivvee ((4455)) ddaayyss ffrroomm tthhee ddaattee ooff rreecceeiipptt ooff aann iinnvvooiiccee sshhaallll bbee eeffffeeccttiivvee oonnllyy ttoo eennaabbllee MMaassssDDOOTT ttoo ttaakkee aaddvvaannttaaggee ooff eeaarrllyy ppaayymmeenntt iinncceennttiivveess aanndd sshhaallll nnoott ssuubbjjeecctt aannyy ppaayymmeenntt mmaaddee wwiitthhiinn tthhee ffoorrttyy--ffiivvee ((4455)) ddaayy ppeerriioodd ttoo aa ppeennaallttyy.. TThhee CCoonnttrraaccttoorr PPaayyrroollll SSyysstteemm sshhaallll bbee uusseedd oonnllyy ffoorr ""IInnddiivviidduuaall CCoonnttrraaccttoorrss"" wwhhoo hhaavvee bbeeeenn ddeetteerrmmiinneedd ttoo bbee ""CCoonnttrraacctt EEmmppllooyyeeeess"" aass aa rreessuulltt ooff tthhee MMaassssDDOOTT''ss ccoommpplleettiioonn ooff aann IInntteerrnnaall RReevveennuuee SSeerrvviiccee SSSS--88 ffoorrmm iinn aaccccoorrddaannccee wwiitthh tthhee OOmmnniibbuuss BBuuddggeett RReeccoonncciilliiaattiioonn AAcctt ((OOBBRRAA)) 11999900,, aanndd sshhaallll aauuttoommaattiiccaallllyy pprroocceessss aallll ssttaattee aanndd ffeeddeerraall mmaannddaatteedd ppaayyrroollll,, ttaaxx aanndd rreettiirreemmeenntt ddeedduuccttiioonnss.. 44.. Contract Termination Or Suspension.Contract Termination Or Suspension. AA CCoonnttrraacctt sshhaallll tteerrmmiinnaattee oonn tthhee ddaattee ssppeecciiffiieedd iinn aa CCoonnttrraacctt,, uunnlleessss tthhiiss ddaattee iiss pprrooppeerrllyy aammeennddeedd iinn aaccccoorrddaannccee wwiitthh aallll aapppplliiccaabbllee llaawwss aanndd rreegguullaattiioonnss pprriioorr ttoo tthhiiss ddaattee,, oorr uunnlleessss tteerrmmiinnaatteedd oorr ssuussppeennddeedd uunnddeerr tthhiiss SSeeccttiioonn uuppoonn pprriioorr wwrriitttteenn nnoottiiccee ttoo tthhee CCoonnttrraaccttoorr.. MMaassssDDOOTT mmaayy tteerrmmiinnaattee aa CCoonnttrraacctt wwiitthhoouutt ccaauussee aanndd wwiitthhoouutt ppeennaallttyy,, oorr mmaayy tteerrmmiinnaattee oorr ssuussppeenndd aa CCoonnttrraacctt iiff tthhee CCoonnttrraaccttoorr bbrreeaacchheess aannyy mmaatteerriiaall tteerrmm oorr ccoonnddiittiioonn oorr ffaaiillss ttoo ppeerrffoorrmm oorr ffuullffiillll aannyy mmaatteerriiaall oobblliiggaattiioonn rreeqquuiirreedd bbyy aa CCoonnttrraacctt,, oorr iinn tthhee eevveenntt ooff aann eelliimmiinnaattiioonn ooff aann aapppprroopprriiaattiioonn oorr aavvaaiillaabbiilliittyy ooff ssuuffffiicciieenntt ffuunnddss ffoorr tthhee ppuurrppoosseess ooff aa CCoonnttrraacctt,, oorr iinn tthhee eevveenntt ooff aann uunnffoorreesseeeenn ppuubblliicc eemmeerrggeennccyy mmaannddaattiinngg iimmmmeeddiiaattee MMaassssDDOOTT aaccttiioonn.. UUppoonn iimmmmeeddiiaattee nnoottiiffiiccaattiioonn ttoo tthhee ootthheerr ppaarrttyy,, nneeiitthheerr MMaassssDDOOTT nnoorr tthhee CCoonnttrraaccttoorr sshhaallll bbee ddeeeemmeedd ttoo bbee iinn bbrreeaacchh ffoorr ffaaiilluurree oorr ddeellaayy iinn ppeerrffoorrmmaannccee dduuee ttoo AAccttss ooff GGoodd oorr ootthheerr ccaauusseess ffaaccttuuaallllyy bbeeyyoonndd tthheeiirr ccoonnttrrooll aanndd wwiitthhoouutt tthheeiirr ffaauulltt oorr nneegglliiggeennccee.. SSuubbccoonnttrraaccttoorr ffaaiilluurree ttoo ppeerrffoorrmm oorr pprriiccee iinnccrreeaasseess dduuee ttoo mmaarrkkeett fflluuccttuuaattiioonnss oorr pprroodduucctt aavvaaiillaabbiilliittyy wwiillll nnoott bbee ddeeeemmeedd ffaaccttuuaallllyy bbeeyyoonndd tthhee CCoonnttrraaccttoorr''ss ccoonnttrrooll.. 55.. Written NoticeWritten Notice.. AAnnyy nnoottiiccee sshhaallll bbee ddeeeemmeedd ddeelliivveerreedd aanndd rreecceeiivveedd wwhheenn ssuubbmmiitttteedd iinn wwrriittiinngg iinn ppeerrssoonn oorr wwhheenn ddeelliivveerreedd bbyy aannyy ootthheerr aapppprroopprriiaattee mmeetthhoodd eevviiddeenncciinngg aaccttuuaall rreecceeiipptt bbyy MMaassssDDOOTT oorr tthhee CCoonnttrraaccttoorr.. AAnnyy wwrriitttteenn nnoottiiccee ooff tteerrmmiinnaattiioonn oorr ssuussppeennssiioonn ddeelliivveerreedd ttoo tthhee CCoonnttrraaccttoorr sshhaallll ssttaattee tthhee eeffffeeccttiivvee ddaattee aanndd ppeerriioodd ooff tthhee nnoottiiccee,, tthhee rreeaassoonnss ffoorr tthhee tteerrmmiinnaattiioonn oorr

ssuussppeennssiioonn,, iiff aapppplliiccaabbllee,, aannyy aalllleeggeedd bbrreeaacchh oorr ffaaiilluurree ttoo ppeerrffoorrmm,, aa rreeaassoonnaabbllee ppeerriioodd ttoo ccuurree aannyy aalllleeggeedd bbrreeaacchh oorr ffaaiilluurree ttoo ppeerrffoorrmm,, iiff aapppplliiccaabbllee,, aanndd aannyy iinnssttrruuccttiioonnss oorr rreessttrriiccttiioonnss ccoonncceerrnniinngg aalllloowwaabbllee aaccttiivviittiieess,, ccoossttss oorr eexxppeennddiittuurreess bbyy tthhee CCoonnttrraaccttoorr dduurriinngg tthhee nnoottiiccee ppeerriioodd.. 66.. ConfidentialityConfidentiality.. TThhee CCoonnttrraaccttoorr sshhaallll ccoommppllyy wwiitthh MM..GG..LL.. CC.. 6666AA iiff tthhee CCoonnttrraaccttoorr bbeeccoommeess aa ""hhoollddeerr"" ooff ""ppeerrssoonnaall ddaattaa"".. TThhee CCoonnttrraaccttoorr sshhaallll aallssoo pprrootteecctt tthhee pphhyyssiiccaall sseeccuurriittyy aanndd rreessttrriicctt aannyy aacccceessss ttoo ppeerrssoonnaall oorr MMaassssDDOOTT ddaattaa iinn tthhee CCoonnttrraaccttoorr''ss ppoosssseessssiioonn,, oorr uusseedd bbyy tthhee CCoonnttrraaccttoorr iinn tthhee ppeerrffoorrmmaannccee ooff aa CCoonnttrraacctt,, wwhhiicchh sshhaallll iinncclluuddee,, bbuutt iiss nnoott lliimmiitteedd ttoo MMaassssDDOOTT''ss ppuubblliicc rreeccoorrddss,, ddooccuummeennttss,, ffiilleess,, ssooffttwwaarree,, eeqquuiippmmeenntt oorr ssyysstteemmss.. 77.. Record-keeping And Retention, Inspection Of Records.Record-keeping And Retention, Inspection Of Records. TThhee CCoonnttrraaccttoorr sshhaallll mmaaiinnttaaiinn rreeccoorrddss,, bbooookkss,, ffiilleess aanndd ootthheerr ddaattaa aass ssppeecciiffiieedd iinn aa CCoonnttrraacctt aanndd iinn ssuucchh ddeettaaiill aass sshhaallll pprrooppeerrllyy ssuubbssttaannttiiaattee ccllaaiimmss ffoorr ppaayymmeenntt uunnddeerr aa CCoonnttrraacctt,, ffoorr aa mmiinniimmuumm rreetteennttiioonn ppeerriioodd ooff sseevveenn ((77)) yyeeaarrss bbeeggiinnnniinngg oonn tthhee ffiirrsstt ddaayy aafftteerr tthhee ffiinnaall ppaayymmeenntt uunnddeerr aa CCoonnttrraacctt,, oorr ssuucchh lloonnggeerr ppeerriioodd aass iiss nneecceessssaarryy ffoorr tthhee rreessoolluuttiioonn ooff aannyy lliittiiggaattiioonn,, ccllaaiimm,, nneeggoottiiaattiioonn,, aauuddiitt oorr ootthheerr iinnqquuiirryy iinnvvoollvviinngg aa CCoonnttrraacctt.. MMaassssDDOOTT sshhaallll hhaavvee aacccceessss,, aass wweellll aass aannyy ppaarrttiieess iiddeennttiiffiieedd uunnddeerr EExxeeccuuttiivvee OOrrddeerr 119955,, dduurriinngg tthhee CCoonnttrraaccttoorr’’ss rreegguullaarr bbuussiinneessss hhoouurrss aanndd uuppoonn rreeaassoonnaabbllee pprriioorr nnoottiiccee,, ttoo ssuucchh rreeccoorrddss,, iinncclluuddiinngg oonn--ssiittee rreevviieewwss aanndd rreepprroodduuccttiioonn ooff ssuucchh rreeccoorrddss aatt aa rreeaassoonnaabbllee eexxppeennssee.. 88.. Assignment.Assignment. TThhee CCoonnttrraaccttoorr mmaayy nnoott aassssiiggnn oorr ddeelleeggaattee,, iinn wwhhoollee oorr iinn ppaarrtt,, oorr ootthheerrwwiissee ttrraannssffeerr aannyy lliiaabbiilliittyy,, rreessppoonnssiibbiilliittyy,, oobblliiggaattiioonn,, dduuttyy oorr iinntteerreesstt uunnddeerr aa CCoonnttrraacctt,, wwiitthh tthhee eexxcceeppttiioonn tthhaatt tthhee CCoonnttrraaccttoorr sshhaallll bbee aauutthhoorriizzeedd ttoo aassssiiggnn pprreesseenntt aanndd pprroossppeeccttiivvee ccllaaiimmss ffoorr mmoonneeyy dduuee ttoo tthhee CCoonnttrraaccttoorr ppuurrssuuaanntt ttoo aa CCoonnttrraacctt iinn aaccccoorrddaannccee wwiitthh MM..GG..LL.. CC.. 110066,, §§99--331188.. TThhee CCoonnttrraaccttoorr mmuusstt pprroovviiddee ssuuffffiicciieenntt nnoottiiccee ooff aassssiiggnnmmeenntt aanndd ssuuppppoorrttiinngg ddooccuummeennttaattiioonn ttoo eennaabbllee MMaassssDDOOTT ttoo vveerriiffyy aanndd iimmpplleemmeenntt tthhee aassssiiggnnmmeenntt.. PPaayymmeennttss ttoo tthhiirrdd ppaarrttyy aassssiiggnneeeess wwiillll bbee pprroocceesssseedd aass iiff ssuucchh ppaayymmeennttss wweerree bbeeiinngg mmaaddee ddiirreeccttllyy ttoo tthhee CCoonnttrraaccttoorr aanndd tthheessee ppaayymmeennttss wwiillll bbee ssuubbjjeecctt ttoo iinntteerrcceepptt,, ooffffsseett,, ccoouunntteerr ccllaaiimmss oorr aannyy ootthheerr DDeeppaarrttmmeenntt rriigghhttss wwhhiicchh aarree aavvaaiillaabbllee ttoo MMaassssDDOOTT oorr tthhee CCoommmmoonnwweeaalltthh aaggaaiinnsstt tthhee CCoonnttrraaccttoorr.. 99.. Subcontracting By Contractor.Subcontracting By Contractor. AAnnyy ssuubbccoonnttrraacctt eenntteerreedd iinnttoo bbyy tthhee CCoonnttrraaccttoorr ffoorr tthhee ppuurrppoosseess ooff ffuullffiilllliinngg tthhee oobblliiggaattiioonnss uunnddeerr aa CCoonnttrraacctt mmuusstt bbee iinn wwrriittiinngg,, aauutthhoorriizzeedd iinn aaddvvaannccee bbyy MMaassssDDOOTT aanndd sshhaallll bbee ccoonnssiisstteenntt wwiitthh aanndd ssuubbjjeecctt ttoo tthhee pprroovviissiioonnss ooff tthheessee TTeerrmmss aanndd CCoonnddiittiioonnss aanndd aa CCoonnttrraacctt.. SSuubbccoonnttrraaccttss wwiillll nnoott rreelliieevvee oorr ddiisscchhaarrggee tthhee CCoonnttrraaccttoorr ffrroomm aannyy dduuttyy,, oobblliiggaattiioonn,, rreessppoonnssiibbiilliittyy oorr lliiaabbiilliittyy aarriissiinngg uunnddeerr aa CCoonnttrraacctt.. MMaassssDDOOTT iiss eennttiittlleedd ttoo ccooppiieess ooff aallll ssuubbccoonnttrraaccttss aanndd sshhaallll nnoott bbee bboouunndd bbyy aannyy pprroovviissiioonnss ccoonnttaaiinneedd iinn aa ssuubbccoonnttrraacctt ttoo wwhhiicchh iitt iiss nnoott aa ppaarrttyy.. 1100.. Affirmative Action, Non-Discrimination In Hiring And Employment.Affirmative Action, Non-Discrimination In Hiring And Employment. TThhee CCoonnttrraaccttoorr sshhaallll ccoommppllyy wwiitthh aallll ffeeddeerraall aanndd ssttaattee llaawwss,, rruulleess aanndd rreegguullaattiioonnss pprroommoottiinngg ffaaiirr eemmppllooyymmeenntt pprraaccttiicceess oorr pprroohhiibbiittiinngg eemmppllooyymmeenntt ddiissccrriimmiinnaattiioonn aanndd uunnffaaiirr llaabboorr pprraaccttiicceess aanndd sshhaallll nnoott ddiissccrriimmiinnaattee iinn tthhee hhiirriinngg ooff aannyy aapppplliiccaanntt ffoorr eemmppllooyymmeenntt nnoorr sshhaallll aannyy qquuaalliiffiieedd eemmppllooyyeeee bbee ddeemmootteedd,, ddiisscchhaarrggeedd oorr ootthheerrwwiissee ssuubbjjeecctt ttoo ddiissccrriimmiinnaattiioonn iinn tthhee tteennuurree,, ppoossiittiioonn,, pprroommoottiioonnaall ooppppoorrttuunniittiieess,, wwaaggeess,, bbeenneeffiittss oorr tteerrmmss aanndd ccoonnddiittiioonnss ooff tthheeiirr eemmppllooyymmeenntt bbeeccaauussee ooff rraaccee,, ccoolloorr,, nnaattiioonnaall oorriiggiinn,, aanncceessttrryy,, aaggee,, sseexx,, rreelliiggiioonn,, ddiissaabbiilliittyy,, hhaannddiiccaapp,, sseexxuuaall oorriieennttaattiioonn oorr ffoorr eexxeerrcciissiinngg aannyy rriigghhttss aaffffoorrddeedd bbyy llaaww.. TThhee CCoonnttrraaccttoorr ccoommmmiittss ttoo ppuurrcchhaassiinngg ssuupppplliieess aanndd sseerrvviicceess ffrroomm cceerrttiiffiieedd mmiinnoorriittyy oorr wwoommeenn--oowwnneedd bbuussiinneesssseess,, ssmmaallll bbuussiinneesssseess oorr bbuussiinneesssseess oowwnneedd bbyy ssoocciiaallllyy oorr eeccoonnoommiiccaallllyy ddiissaaddvvaannttaaggeedd ppeerrssoonnss oorr ppeerrssoonnss wwiitthh ddiissaabbiilliittiieess.. 1111.. Indemnification.Indemnification. UUnnlleessss ootthheerrwwiissee eexxeemmpptteedd bbyy llaaww,, tthhee CCoonnttrraaccttoorr sshhaallll iinnddeemmnniiffyy aanndd hhoolldd hhaarrmmlleessss tthhee CCoommmmoonnwweeaalltthh,, iinncclluuddiinngg MMaassssDDOOTT,, iittss aaggeennttss,, ooffffiicceerrss aanndd eemmppllooyyeeeess ((ffoorr ppuurrppoosseess ooff tthhiiss ppaarraaggrraapphh,, ““iinnddeemmnniiffiieedd ppaarrttiieess””)) aaggaaiinnsstt aannyy aanndd aallll ccllaaiimmss,, lliiaabbiilliittiieess aanndd ccoossttss ffoorr aannyy ppeerrssoonnaall iinnjjuurryy oorr pprrooppeerrttyy ddaammaaggeess,, ppaatteenntt oorr ccooppyyrriigghhtt iinnffrriinnggeemmeenntt oorr ootthheerr ddaammaaggeess tthhaatt tthhee iinnddeemmnniiffiieedd ppaarrttiieess mmaayy ssuussttaaiinn wwhhiicchh aarriissee oouutt ooff oorr iinn ccoonnnneeccttiioonn wwiitthh tthhee CCoonnttrraaccttoorr''ss ppeerrffoorrmmaannccee ooff aa CCoonnttrraacctt,, iinncclluuddiinngg bbuutt nnoott lliimmiitteedd ttoo tthhee nneegglliiggeennccee,, rreecckklleessss oorr iinntteennttiioonnaall ccoonndduucctt ooff tthhee CCoonnttrraaccttoorr,, iittss aaggeennttss,, ooffffiicceerrss,, eemmppllooyyeeeess oorr ssuubbccoonnttrraaccttoorrss.. TThhee CCoonnttrraaccttoorr sshhaallll aatt nnoo ttiimmee bbee ccoonnssiiddeerreedd aann aaggeenntt oorr rreepprreesseennttaattiivvee ooff MMaassssDDOOTT oorr tthhee CCoommmmoonnwweeaalltthh.. AAfftteerr pprroommpptt nnoottiiffiiccaattiioonn ooff aa ccllaaiimm bbyy aann iinnddeemmnniiffiieedd ppaarrttyy,, tthhee CCoonnttrraaccttoorr sshhaallll hhaavvee aann ooppppoorrttuunniittyy ttoo ppaarrttiicciippaattee iinn tthhee ddeeffeennssee ooff ssuucchh ccllaaiimm aanndd aannyy nneeggoottiiaatteedd sseettttlleemmeenntt aaggrreeeemmeenntt oorr jjuuddggmmeenntt.. TThhee iinnddeemmnniiffiieedd ppaarrttyy sshhaallll nnoott bbee lliiaabbllee ffoorr aannyy ccoossttss iinnccuurrrreedd bbyy tthhee CCoonnttrraaccttoorr aarriissiinngg uunnddeerr tthhiiss ppaarraaggrraapphh.. AAnnyy iinnddeemmnniiffiiccaattiioonn ooff tthhee CCoonnttrraaccttoorr sshhaallll bbee ssuubbjjeecctt ttoo aapppprroopprriiaattiioonn aanndd aapppplliiccaabbllee llaaww.. 1122.. Waivers.Waivers. FFoorrbbeeaarraannccee oorr iinndduullggeennccee iinn aannyy ffoorrmm oorr mmaannnneerr bbyy aa ppaarrttyy sshhaallll nnoott bbee ccoonnssttrruueedd aass aa wwaaiivveerr,, nnoorr iinn aannyy wwaayy lliimmiitt tthhee lleeggaall oorr eeqquuiittaabbllee rreemmeeddiieess aavvaaiillaabbllee ttoo tthhaatt ppaarrttyy.. NNoo wwaaiivveerr bbyy eeiitthheerr ppaarrttyy ooff aannyy ddeeffaauulltt oorr bbrreeaacchh sshhaallll ccoonnssttiittuuttee aa wwaaiivveerr ooff aannyy ssuubbsseeqquueenntt ddeeffaauulltt oorr bbrreeaacchh.. 1133.. Risk Of Loss.Risk Of Loss. TThhee CCoonnttrraaccttoorr sshhaallll bbeeaarr tthhee rriisskk ooff lloossss ffoorr aannyy CCoonnttrraaccttoorr mmaatteerriiaallss uusseedd ffoorr aa CCoonnttrraacctt aanndd ffoorr aallll ddeelliivveerraabblleess,, DDeeppaarrttmmeenntt ppeerrssoonnaall oorr


PPaaggee 22 ooff 33

ootthheerr ddaattaa wwhhiicchh iiss iinn tthhee ppoosssseessssiioonn ooff tthhee CCoonnttrraaccttoorr oorr uusseedd bbyy tthhee CCoonnttrraaccttoorr iinn tthhee ppeerrffoorrmmaannccee ooff aa CCoonnttrraacctt uunnttiill ppoosssseessssiioonn,, oowwnneerrsshhiipp aanndd ffuullll lleeggaall ttiittllee ttoo tthhee ddeelliivveerraabblleess aarree ttrraannssffeerrrreedd ttoo aanndd aacccceepptteedd bbyy MMaassssDDOOTT.. 1144.. Forum, Choice of Law And Mediation.Forum, Choice of Law And Mediation. AAnnyy aaccttiioonnss aarriissiinngg

oouutt ooff aa CCoonnttrraacctt sshhaallll bbee ggoovveerrnneedd bbyy tthhee llaawwss ooff MMaassssaacchhuusseettttss,, aanndd sshhaallll bbee bbrroouugghhtt aanndd mmaaiinnttaaiinneedd iinn aa SSttaattee oorr ffeeddeerraall ccoouurrtt iinn MMaassssaacchhuusseettttss wwhhiicchh sshhaallll hhaavvee eexxcclluussiivvee jjuurriissddiiccttiioonn tthheerreeooff.. MMaassssDDOOTT,, wwiitthh tthhee aapppprroovvaall ooff tthhee AAttttoorrnneeyy GGeenneerraall''ss OOffffiiccee,, aanndd tthhee CCoonnttrraaccttoorr mmaayy aaggrreeee ttoo vvoolluunnttaarryy mmeeddiiaattiioonn tthhrroouugghh tthhee MMaassssaacchhuusseettttss OOffffiiccee ooff DDiissppuuttee RReessoolluuttiioonn ((MMOODDRR)) oorr ootthheerr mmeeddiiaattiioonn sseerrvviiccee ooff aannyy CCoonnttrraacctt ddiissppuuttee aanndd wwiillll sshhaarree tthhee ccoossttss ooff ssuucchh mmeeddiiaattiioonn.. NNoo lleeggaall oorr eeqquuiittaabbllee rriigghhttss ooff tthhee ppaarrttiieess sshhaallll bbee lliimmiitteedd bbyy tthhiiss SSeeccttiioonn.. 1155.. Contract Boilerplate Interpretation, Severability, Conflicts With Law, Contract Boilerplate Interpretation, Severability, Conflicts With Law,Integration.Integration. AAnnyy aammeennddmmeenntt oorr aattttaacchhmmeenntt ttoo aannyy CCoonnttrraacctt wwhhiicchh ccoonnttaaiinnss ccoonnfflliiccttiinngg llaanngguuaaggee oorr hhaass tthhee eeffffeecctt ooff aa ddeelleettiinngg,, rreeppllaacciinngg oorr mmooddiiffyyiinngg aannyy pprriinntteedd llaanngguuaaggee ooff tthheessee TTeerrmmss aanndd CCoonnddiittiioonnss,, sshhaallll bbee iinntteerrpprreetteedd aass ssuuppeerrsseeddeedd bbyy tthhee ooffffiicciiaall pprriinntteedd llaanngguuaaggee.. IIff aannyy pprroovviissiioonn ooff aa CCoonnttrraacctt iiss ffoouunndd ttoo bbee ssuuppeerrsseeddeedd bbyy ssttaattee oorr ffeeddeerraall llaaww oorr rreegguullaattiioonn,, iinn wwhhoollee oorr iinn ppaarrtt,, tthheenn bbootthh ppaarrttiieess sshhaallll bbee rreelliieevveedd ooff aallll oobblliiggaattiioonnss uunnddeerr tthhaatt pprroovviissiioonn oonnllyy ttoo tthhee eexxtteenntt nneecceessssaarryy ttoo ccoommppllyy wwiitthh tthhee ssuuppeerrsseeddiinngg llaaww,, pprroovviiddeedd hhoowweevveerr,,

tthhaatt tthhee rreemmaaiinniinngg pprroovviissiioonnss ooff tthhee CCoonnttrraacctt,, oorr ppoorrttiioonnss tthheerreeooff,, sshhaallll bbee eennffoorrcceedd ttoo tthhee ffuulllleesstt eexxtteenntt ppeerrmmiitttteedd bbyy llaaww.. AAllll aammeennddmmeennttss mmuusstt bbee eexxeeccuutteedd bbyy tthhee ppaarrttiieess iinn aaccccoorrddaannccee wwiitthh SSeeccttiioonn 11.. ooff tthheessee TTeerrmmss aanndd CCoonnddiittiioonnss aanndd ffiilleedd wwiitthh tthhee oorriiggiinnaall rreeccoorrdd ccooppyy ooff aa CCoonnttrraacctt aass pprreessccrriibbeedd bbyy CCTTRR.. TThhee pprriinntteedd llaanngguuaaggee ooff tthhee SSttaannddaarrdd CCoonnttrraacctt FFoorrmm,, aass ooffffiicciiaallllyy ppuubblliisshheedd bbyy MMaaaassssDDOOTT,, wwhhiicchh iinnccoorrppoorraatteess bbyy rreeffeerreennccee tthheessee TTeerrmmss aanndd CCoonnddiittiioonnss,, sshhaallll ssuuppeerrsseeddee aannyy ccoonnfflliiccttiinngg vveerrbbaall oorr wwrriitttteenn aaggrreeeemmeennttss rreellaattiinngg ttoo tthhee ppeerrffoorrmmaannccee ooff aa CCoonnttrraacctt,, oorr aattttaacchheedd tthheerreettoo,, iinncclluuddiinngg ccoonnttrraacctt ffoorrmmss,, ppuurrcchhaassee oorrddeerrss oorr iinnvvooiicceess ooff tthhee CCoonnttrraaccttoorr.. TThhee oorrddeerr ooff pprriioorriittyy ooff ddooccuummeennttss ttoo iinntteerrpprreett aa CCoonnttrraacctt sshhaallll bbee aass ffoolllloowwss:: tthhee pprriinntteedd llaanngguuaaggee ooff tthhee TTeerrmmss aanndd CCoonnddiittiioonnss,, tthhee SSttaannddaarrdd CCoonnttrraacctt FFoorrmm,, MMaassssDDOOTT''ss RReeqquueesstt ffoorr RReessppoonnssee ((RRFFRR)) ssoolliicciittaattiioonn ddooccuummeenntt aanndd tthhee CCoonnttrraaccttoorr’’ss RReessppoonnssee ttoo tthhee RRFFRR ssoolliicciittaattiioonn,, eexxcclluuddiinngg aannyy llaanngguuaaggee ssttrriicckkeenn bbyy aa DDeeppaarrttmmeenntt aass uunnaacccceeppttaabbllee aanndd iinncclluuddiinngg aannyy nneeggoottiiaatteedd tteerrmmss aanndd ccoonnddiittiioonnss aalllloowwaabbllee ppuurrssuuaanntt ttoo llaaww oorr rreegguullaattiioonn.. IINN WWIITTNNEESSSS WWHHEERREEOOFF,, TThhee CCoonnttrraaccttoorr cceerrttiiffiieess uunnddeerr tthhee ppaaiinnss aanndd ppeennaallttiieess ooff ppeerrjjuurryy tthhaatt iitt sshhaallll ccoommppllyy wwiitthh tthheessee TTeerrmmss aanndd CCoonnddiittiioonnss ffoorr aannyy aapppplliiccaabbllee CCoonnttrraacctt eexxeeccuutteedd wwiitthh MMaassssDDOOTT aass cceerrttiiffiieedd bbyy tthhee aauutthhoorriizzeedd ssiiggnnaattoorryy bbeellooww::


PPaaggee 33 ooff 33

CCOONNTTRRAACCTTOORR AAUUTTHHOORRIIZZEEDD SSIIGGNNAATTOORRYY:: __________________________________________________________________________________________________________________________________________________ ((ssiiggnnaattuurree)) PPrriinntt NNaammee:: __________________________________________________________________________________________________________ TTiittllee:: ______________________________________________________________________________________________________________________ DDaattee:: ______________________________________________________________________________________________________________________ ((CChheecckk OOnnee)):: ______________ OOrrggaanniizzaattiioonn ________________ IInnddiivviidduuaall FFuullll LLeeggaall OOrrggaanniizzaattiioonn oorr IInnddiivviidduuaall NNaammee:: ________________________________________________________________________________________________________________________________________________________ DDooiinngg BBuussiinneessss AAss:: NNaammee ((IIff DDiiffffeerreenntt)):: ______________________________________________________________________________________________________________________________________________________________ TTaaxx IIddeennttiiffiiccaattiioonn NNuummbbeerr:: ________ ________ ________ ________ ________ ________ ________ ________ ________ AAddddrreessss:: ________________________________________________________________________________________________________________________________________________________________________________________________________________ TTeelleepphhoonnee:: ________________________________________________________________________________ FFAAXX::__________________________________________________________________________________________________________________

IINNSSTTRRUUCCTTIIOONNSS FFOORR FFIILLIINNGG TTHHEE MMAASSSSDDOOTT TTEERRMMSS AANNDD CCOONNDDIITTIIOONNSS AA ““RReeqquueesstt ffoorr VVeerriiffiiccaattiioonn ooff TTaaxxaattiioonn RReeppoorrttiinngg IInnffoorrmmaattiioonn”” ffoorrmm ((MMaassssaacchhuusseettttss SSuubbssttiittuuttee WW--99 FFoorrmmaatt)),, tthhaatt ccoonnttaaiinnss tthhee CCoonnttrraaccttoorr''ss ccoorrrreecctt TTIINN,, nnaammee aanndd lleeggaall aaddddrreessss iinnffoorrmmaattiioonn,, mmuusstt bbee oonn ffiillee wwiitthh tthhee OOffffiiccee ooff tthhee CCoommppttrroolllleerr.. IIff tthhee CCoonnttrraaccttoorr hhaass nnoott pprreevviioouussllyy ffiilleedd tthhiiss ffoorrmm wwiitthh tthhee CCoommppttrroolllleerr,, oorr iiff tthhee iinnffoorrmmaattiioonn ccoonnttaaiinneedd oonn aa pprreevviioouussllyy ffiilleedd ffoorrmm hhaass cchhaannggeedd,, pplleeaassee ffiillll oouutt aa WW--99 ffoorrmm aanndd rreettuurrnn iitt aattttaacchheedd ttoo tthhee eexxeeccuutteedd MMAASSSSDDOOTT TTEERRMMSS AANNDD CCOONNDDIITTIIOONNSS.. IIff tthhee CCoonnttrraaccttoorr iiss rreessppoonnddiinngg ttoo aa RReeqquueesstt ffoorr RReessppoonnssee ((RRFFRR)),, tthhee MMAASSSSDDOOTT TTEERRMMSS AANNDD CCOONNDDIITTIIOONNSS mmuusstt bbee ssuubbmmiitttteedd wwiitthh tthhee RReessppoonnssee ttoo RRFFRR oorr aass ssppeecciiffiieedd iinn tthhee RRFFRR.. OOtthheerrwwiissee,, DDeeppaarrttmmeennttss oorr CCoonnttrraaccttoorrss mmuusstt ttiimmeellyy ssuubbmmiitt tthhee ccoommpplleetteedd aanndd pprrooppeerrllyy eexxeeccuutteedd MMAASSSSDDOOTT TTEERRMMSS AANNDD CCOONNDDIITTIIOONNSS ((aanndd tthhee WW--99 ffoorrmm iiff aapppplliiccaabbllee)) ttoo tthhee:: PPaayyeeee aanndd PPaayymmeennttss UUnniitt,, OOffffiiccee ooff tthhee CCoommppttrroolllleerr,, 99tthh FFlloooorr,, OOnnee AAsshhbbuurrttoonn PPllaaccee,, BBoossttoonn,, MMAA 0022110088 iinn oorrddeerr ttoo rreeccoorrdd tthhee ffiilliinngg ooff tthhiiss ffoorrmm oonn tthhee MMMMAARRSS VVeennddoorr FFiillee.. CCoonnttrraaccttoorrss aarree rreeqquuiirreedd ttoo eexxeeccuuttee aanndd ffiillee tthhiiss

Form W-9 (Massachusetts Substitute W-9 Form) Rev. April 2009

Request for Taxpayer Identification Number and Certification

Completed form should be given to the requesting department or the department you are currently doing business with.

Name ( List legal name, if joint names, list first & circle the name of the person whose TIN you enter in Part I-See Specific Instruction on page 2) Business name, if different from above. (See Specific Instruction on page 2)

Check the appropriate box: □ Individual/Sole proprietor □ Corporation □ Partnership □ Other ►-----------------------------------------------

Legal Address: number, street, and apt. or suite no.

Remittance Address: if different from legal address number, street, and apt. or suite no.

City, state and ZIP code

City, state and ZIP code

Phone # ( ) Fax # ( ) Email address:

Part I Taxpayer Identification Number (TIN)

Enter your TIN in the appropriate box. For individuals, this is your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the Part I instruction on page 2. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN on page 2.

Note: If the account is in more than one name, see the chart on page 2 for guidelines on whose number to enter. Vendors: Dunn and Bradstreet Universal Numbering System (DUNS))

Social security number

- - OR

Employer identification number

-

DUNS

Part II Certification

Plea

se p

rint o

r typ

e

Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me), and

2. I am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Services (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding, and

3. I am an U.S. person (including an U.S. resident alien).

4. I am currently a Commonwealth of Massachusetts’s state employee: (check one): No____ Yes _____ If yes, in compliance with the State Ethics Commission requirements.

Certification instructions: You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply.

Sign Here

Authorized Signature ► Date ►

Purpose of Form A person who is required to file an information return with the IRS must get your correct taxpayer identification number (TIN) to report, for example, income paid to you, real estate transactions, mortgage interest you paid, acquisition or debt, or contributions you made to an IRA. Use Form W-9 only if you are a U.S. person (including a resident alien), to give your correct TIN to the person requesting it (the requester) and , when applicable, to: 1. Certify the TIN you are giving is correct (or

you are waiting for a number to be issued). 2. Certify you are not subject to backup

withholding If you are a foreign person, use the appropriate Form W-8. See Pub 515, Withholding of Tax on Nonresident Aliens and Foreign Corporations. What is backup withholding? Persons making certain payments to you must withhold a designated percentage, currently 28% and pay to the IRS of such payments under certain

conditions. This is called “backup withholding.” Payments that may be subject to backup withholding include interest, dividends, broker and barter exchange transactions, rents, royalties, nonemployee pay, and certain payments from fishing boat operators. Real estate transactions are not subject to backup withholding. If you give the requester your correct TIN, make the proper certifications, and report all your taxable interest and dividends on your tax return, payments you receive will not be subject to backup withholding. Payments you receive will be subject to backup withholding if: 1. You do not furnish your TIN to the

requester, or 2. You do not certify your TIN when required

(see the Part II instructions on page 2 for details), or

3. The IRS tells the requester that you furnished

an incorrect TIN, or 4. The IRS tells you that you are subject to

backup withholding because you did not report all your interest and dividends only), or

5. You do not certify to the requester that you are not subject to backup withholding under 4 above (for reportable interest and dividend accounts opened after 1983 only). Certain payees and payments are exempt from backup withholding. See the Part II instructions on page 2.

Penalties Failure to furnish TIN. If you fail to furnish your correct TIN to a requester, you are subject to a penalty of $50 for each such failure unless your failure is due to reasonable cause and not to willful neglect. Civil penalty for false information with respect to withholding. If you make a false statement with no reasonable basis that results in no backup withholding, you are subject to a $500 penalty. Criminal penalty for falsifying information. Willfully falsifying certifications or affirmations may subject you to criminal penalties including fines and/or imprisonment. Misuse of TINs. If the requester discloses or uses TINs in violation of Federal law, the requester may be subject to civil and criminal penalties.

Form MA- W-9 (Rev. April 2009)

What Name and Number to Give the Requester For this type of account: Give name and SSN of: 1. Individual 2. Two or more

individuals (joint account)

3. Custodian account of

a minor (Uniform Gift to Minors Act)

4. a. The usual revocable savings trust (grantor is also trustee)

b. So-called trust account that is not a legal or valid trust under state law

5. Sole proprietorship

The individual The actual owner of the account or, if combined funds, the first individual on the account 1

The minor 2

The grantor-trustee 1

The actual owner 1

The owner 3

For this type of account: Give name and EIN of:

6. Sole proprietorship 7. A valid trust, estate, or

pension trust 8. Corporate 9. Association, club,

religious, charitable, educational, or other tax-exempt organization

10. Partnership 11. A broker or registered

nominee 12. Account with the

Department of Agriculture in the name of a public entity (such as a state or local government, school district, or prison) that receives agricultural program payments

The owner 3

Legal entity 4

The corporation The organization The partnership The broker or nominee The public entity

Specific Instructions Name. If you are an individual, you must generally enter the name shown on your social security card. However, if you have changed your last name, for instance, due to marriage without informing the Social Security Administration of the name change, enter your first name, the last name shown on your social security card, and your new last name. If the account is in joint names, list first and then circle the name of the person or entity whose number you enter in Part I of the form. Sole proprietor. Enter your individual name as shown on your social security card on the “Name” line. You may enter your business, trade, or “doing business as (DBA)” name on the “Business name” line. Limited liability company (LLC). If you are a single-member LLC (including a foreign LLC with a domestic owner) that is disregarded as an entity separate from its owner under Treasury regulations section 301.7701-3, enter the owner’s name on the “Name” line. Enter the LLC’s name on the “Business name” line. Caution: A disregarded domestic entity that has a foreign owner must use the appropriate Form W-8. Other entities. Enter your business name as shown on required Federal tax documents on the “Name” line. This name should match the name shown on the charter or other legal document creating the entity. You may enter any business, trade, or DBA name on the “Business name” line.

Part I - Taxpayer Identification Number (TIN)

Enter your TIN in the appropriate box. If you are a resident alien and you do not have and are not eligible to get an SSN, your TIN is your IRS individual taxpayer identification number (ITIN). Enter it in the social security number box. If you do not have an ITIN, see How to get a TIN below. If you are a sole proprietor and you have an EIN, you may enter either your SSN or EIN. However, the IRS prefers that you use your SSN. If you are an LLC that is disregarded as an entity separate from its owner (see Limited liability company (LLC) above), and are owned by an individual, enter your SSN (or “pre-LLC” EIN, if desired). If the owner of a disregarded LLC is a corporation, partnership, etc., enter the owner’s EIN. Note: See the chart on this page for further clarification of name and TIN combinations.

How to get a TIN. If you do not have a TIN, apply for one immediately. To apply for an SSN, get Form SS-5, Application for a Social Security Card, from your local Social Security Administration office. Get Form W-7, Application for IRS Individual Taxpayer Identification Number, to apply for an ITIN or Form SS-4, Application for Employer Identification Number, to apply for an EIN. You can get Forms W-7 and SS-4 from the IRS by calling 1-800-TAX-FORM (1-800-829-3676) or from the IRS’s Internet Web Site www.irs.gov. If you do not have a TIN, write “Applied For” in the space for the TIN, sign and date the form, and give it to the requester. For interest and dividend payments, and certain payments made with respect to readily tradable instruments, generally you will have 60 days to get a TIN and give it to the requester before you are subject to backup withholding on payments. The 60-day rule does not apply to other types of payments. You will be subject to backup withholding on all such payments until you provide your TIN to the requester. Note: Writing “Applied For” means that you have already applied for a TIN or that you intend to apply for one soon.

Part II - Certification To establish to the paying agent that your TIN is correct or you are a U.S. person, or resident alien, sign Form W-9. For a joint account, only the person whole TIN is shown in Part I should sign (when required). Real estate transactions. You must sign the certification. You may cross out item 2 of the certification. Dunn and Bradstreet Universal Numbering System (DUNS) number requirement – The United States Office of Management and Budget (OMB) requires all vendors that receive federal grant funds have their DUNS number recorded with and subsequently reported to the granting agency. If a contractor has multiple DUNS numbers the contractor should provide the primary number listed with the Federal government’s Central Contractor Registration (CCR) at /www.ccr.gov . Any entity that does not have a DUNS number can apply for one on-line at http://www.dnb.com/us/ under the DNB D-U-N Number Tab. Privacy Act Notice Section 6109 of the Internal Revenue Code requires you to give your correct TIN to persons who must file information returns with the IRS to report interest, dividends, and certain other income paid to you, mortgage interest you paid, the acquisition or abandonment of secured property, cancellation of debt, or contributions you made to an IRA or MSA. The IRS uses the numbers for identification purposes and to help verify the accuracy of your tax return. The IRS may also provide this information to the Department of Justice for civil and criminal litigation, and to cities, states, and the District of Columbia to carry out their tax laws You must provide your TIN whether or not you are required to file a tax return. Payers must generally withhold a designated percentage, currently 28% of taxable interest, dividend, and certain other payments to a payee who does not give a TIN to a payer. Certain penalties may also apply.

1 List first and circle the name of the person whose number you furnish. If only one person on a joint account has an SSN, that person’s number must be furnished.

2 Circle the minor’s name and furnish the minor’s SSN. 3 You must show your individual name, but you may also enter your business or “DBA” name. You may use either your SSN or EIN (if you have one). 4. List first and circle the name of the legal trust, estate,

or pension trust. (Do not furnish the TIN of the personal representative or trustee unless the legal entity itself is not designated in the account title.) Note: If no name is circled when more than one name is listed, the number will be considered to be that of the first name listed. If you have questions on completing this form, please contact the Office of the State Comptroller. (617) 973-2468. Upon completion of this form, please send it to the Commonwealth of Massachusetts Department you are doing business with.

Form MA- W-9 (Rev. April 2009)

Page 2

http://www.irs.gov/

http://www.ccr.gov/

http://www.dnb.com/us/

__________________________________________________________________

Request type must be checked: Initial Request Changing Existing Account Closing Account I____________________, hereby certify that the account/s indicated on this form is under my direct control and access; therefore, I authorize the State Treasurer as fiscal agent for the State of Massachusetts to initiate, change or cancel credit entries to that account/s as indicated on this form. For ACH debits consistent with the International ACH Transaction (IAT) rules check one:

I affirm that payments authorized hereunder are not to an account that is subject to being transferred to a foreign bank account.

I affirm that payments authorized hereunder are to an account that is subject to being transferred to a foreign bank account.

This authority is to remain in full force and effect until the Office of Comptroller has received written notification, from either me or an authorized officer of organization of the account's termination in such time and in such a manner as to afford CTR a reasonable opportunity to act upon it.

VENDOR BANK INFORMATION

Vendor Bank Name: _________________________ Vendor Bank Transit Number (ABA): _________________________ Vendor Bank Account Number: _________________________ Account Type: _________________________ Filling out this field is a requirement for changing account number Vendor Bank Old Account Number: _________________________ Account Type: _________________________

VENDOR INFORMATION Vendor Tax Identification Number (TIN):________________________ Vendor/Business Name: _________________________ Vendor Contact Name: _________________________ E-mail: _________________________ Telephone: _________________________ Address: _________________________ City: _______________State: _____Zip:___________ This authorization will remain in effect until either canceled in writing or an updated form changing information is sent to the Department you currently do business with. AUTHORIZED SIGNATURE: ____________________________________________________ Print Name: ______________________ Title:______________________ Date: ________ Form forwarded to Commonwealth Department:_________________________________ Attached voided check here:

COMMONWEALTH OF MASSACHUSETTS OFFICE OF THE COMPTROLLER Electronic Funds Transfer Sign Up Form

Supplier Diversity Program (SDP) Plan Commitment SDP Plan Form #1

(To be submitted with Bid Response)

Contract/RFR Document Number:

Supplier Diversity Program (SDP) Resources: • Resources available to assist Prime Bidders in finding potential Minority Business Enterprises (MBE) and

Women Business Enterprises (WBE) partners can be found on the Supplier Diversity Program Webpage (www.mass.gov/sdp).

• Resources available to assist Prime Bidders in finding potential Service-Disabled Veteran-Owned Business Enterprise (SDVOBE) partners can be found on the Supplier Diversity Office Webpage (www.mass.gov/sdo).

• The Supplier Diversity Program offers training on the SDP Plan requirements. The dates of upcoming trainings can be found on the OSD Training & Outreach Webpage. In addition, the SDP Webinar can be located on the Supplier Diversity Program Webpage (www.mass.gov/sdp).

Instructions: Completing all parts of this form is mandatory. Please read instructions in the SDP section of the solicitation. Complete one form and submit with Bid.

Part I Bidder/Contractor Information (Required)

Business Name:

Contact Name:

Phone # ( ) - Email address:

Part II Financial Commitment (Required) Provide a specific percentage committed (as a percentage of Bidder/Contractor sales derived from this contract for the life of the contract) to be spent with all certified SDP Partners that the Bidder will propose if awarded a Contract. Please note that prime bidders who are SDO-certified must also submit an SDP Plan Form. SDP Percentage Committed in Bid Response for Life of Contract: %

http://www.mass.gov/sdo

http://www.mass.gov/anf/budget-taxes-and-procurement/procurement-info-and-res/osd-events-and-training/osd-training-and-outreach.html

Massachusetts Department of Transportation CONTRACTOR AUTHORIZED SIGNATORY LISTING

CONTRACTOR LEGAL NAME: CONTRACTOR VENDOR/CUSTOMER CODE: VC

MassDOT May 2014

Issued May 2004

INSTRUCTIONS: Any Contractor (other than a sole-proprietor or an individual contractor) must provide a listing of individuals who are authorized as legal representatives of the Contractor who can sign contracts and other legally binding documents related to the contract on the Contractor’s behalf. In addition to this listing, any state department may require additional proof of authority to sign contracts on behalf of the Contractor, or proof of authenticity of signature (a notarized signature that the Department can use to verify that the signature and date that appear on the Contract or other legal document was actually made by the Contractor’s authorized signatory, and not by a representative, designee or other individual.)

NOTICE: Acceptance of any payment under a Contract or Grant shall operate as a waiver of any defense by the Contractor challenging the existence of a valid Contract due to an alleged lack of actual authority to execute the document by the signatory.

For privacy purposes DO NOT ATTACH any documentation containing personal information, such as bank account numbers, social security numbers, driver’s licenses, home addresses, social security cards or any other personally identifiable information that you do not want released as part of a public record. The Commonwealth reserves the right to publish the names and titles of authorized signatories of contractors.

AUTHORIZED SIGNATORY NAME TITLE

I certify that I am the President, Chief Executive Officer, Chief Fiscal Officer, Corporate Clerk or Legal Counsel for the Contractor and as an authorized officer of the Contractor I certify that the names of the individuals identified on this listing are current as of the date of execution below and that these individuals are authorized to sign contracts and other legally binding documents related to contracts with the Commonwealth of Massachusetts on behalf of the Contractor. I understand and agree that the Contractor has a duty to ensure that this listing is immediately updated and communicated to any state department with which the Contractor does business whenever the authorized signatories above retire, are otherwise terminated from the Contractor’s employ, have their responsibilities changed resulting in their no longer being authorized to sign contracts with the Commonwealth or whenever new signatories are designated.

____________________________ ______________ Date: Signature Title: Telephone: Fax: Email:

[Listing can not be accepted without all of this information completed.] A copy of this listing must be attached to the “record copy” of a contract filed with the department.

Massachusetts Department of Transportation CONTRACTOR AUTHORIZED SIGNATORY LISTING

CONTRACTOR LEGAL NAME: CONTRACTOR VENDOR/CUSTOMER CODE: VC

MassDOT May 2014

Issued May 2004

PROOF OF AUTHENTICATION OF SIGNATURE

It is a requirement of MassDOT to obtain authentication of signatures for all signatories listed on the attached Contractor Authorized Listing

This Section MUST be completed by the Contractor Authorized Signatory in presence of notary. Signatory's full legal name (print or type): Title:

X_________________________________________________________ Signature as it will appear on contract or other document (Complete only in presence of notary): AUTHENTICATED BY NOTARY OR CORPORATE CLERK (PICK ONLY ONE) AS FOLLOWS: I, __________________________ (NOTARY) as a notary public certify that I witnessed the signature of the aforementioned signatory above and I verified the individual's identity on this date: __________________________, 20 _______. My commission expires on:

AFFIX NOTARY SEAL I, ______________________________ (CORPORATE CLERK) certify that I witnessed the signature of the aforementioned signatory above, that I verified the individual’s identity and confirm the individual’s authority as an authorized signatory for the Contractor on this date: __________________________, 20 _______.

AFFIX CORPORATE SEAL

Addendum # 2 - BidNet

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