SCOPE OF WORK. Bordentown Training Facility Renovations PROJECT NO. T

Transcription

1 SCOPE OF WORK Bordentown Training Facility Renovations NJDOT Bordentown Training Facility Bordentown, Burlington County, N.J. PROJECT NO. T STATE OF NEW JERSEY Honorable Philip D. Murphy, Governor Honorable Sheila Y. Oliver, Lt. Governor DEPARTMENT OF THE TREASURY Elizabeth Maher Muoio, Acting State Treasurer DIVISION OF PROPERTY MANAGEMENT AND CONSTRUCTION Christopher Chianese, Director Date: January 17, 2018 Document Format Revision ( )

2 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 SECTION TABLE OF CONTENTS PAGE I. OBJECTIVE... 6 II. CONSULTANT QUALIFICATIONS... 6 A. CONSULTANT & SUB-CONSULTANT PRE-QUALIFICATIONS... 6 III. PROJECT BUDGET... 6 A. CONSTRUCTION COST ESTIMATE (CCE)... 6 B. CURRENT WORKING ESTIMATE (CWE)... 7 C. CONSULTANT S FEES... 7 IV. PROJECT SCHEDULE... 7 A. SCOPE OF WORK DESIGN & CONSTRUCTION SCHEDULE... 7 B. CONSULTANT S PROPOSED DESIGN & CONSTRUCTION SCHEDULE... 8 C. CONSULTANT DESIGN SCHEDULE... 8 D. BID DOCUMENT CONSTRUCTION SCHEDULE... 9 E. CONTRACTOR CONSTRUCTION PROGRESS SCHEDULE... 9 V. PROJECT SITE LOCATION & TEAM MEMBERS A. PROJECT SITE ADDRESS B. PROJECT TEAM MEMBER DIRECTORY DPMC Representative: NJ Department of Transportation: VI. PROJECT DEFINITION A. BACKGROUND VII. CONSULTANT DESIGN RESPONSIBILITIES A. DESIGN REQUIREMENTS Architectural: Utilities: HVAC: Electrical Service: Hazardous Materials: Storm Drainage: Fire Protection & Life Safety Systems: Site Work: B. GENERAL DESIGN OVERVIEW PAGE 2

3 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Design Detail: Specification Format: Submittal Schedule: Construction Cost Estimates: C. PROJECT COMMENCEMENT Project Directory: Site Access: Project Coordination: Existing Documentation: Scope of Work: Project Schedule: D. BUILDING & SITE INFORMATION Building Classification: Building Block & Lot Number: Building Site Plan: Site Location Map: E. DESIGN MEETINGS & PRESENTATIONS Design Meetings: Design Presentations: F. Construction Bid Document Submittal VIII. CONSULTANT CONSTRUCTION RESPONSIBILITIES A. GENERAL CONSTRUCTION ADMINISTRATION OVERVIEW B. PRE-BID MEETING C. BID OPENING D. POST BID REVIEW MEETING, RECOMMENDATION FOR AWARD Post Bid Review: Review Meeting: Substitutions: Schedule: Performance: Letter of Recommendation: Conformed Drawings: E. DIRECTOR S HEARING F. CONSTRUCTION JOB MEETINGS, SCHEDULES, LOGS Meetings: Schedules: Submittal Log: G. CONSTRUCTION SITE ADMINISTRATION SERVICES H. SUB-CONSULTANT PARTICIPATION I. DRAWINGS Shop Drawings: As-Built & Record Set Drawings: PAGE 3

4 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 J. CONSTRUCTION DEFICIENCY LIST K. INSPECTIONS: SUBSTANTIAL & FINAL COMPLETION L. CLOSE-OUT DOCUMENTS M. CLOSE-OUT ACTIVITY TIME N. TESTING, TRAINING, MANUALS AND ATTIC STOCK Testing: Training: Operation & Maintenance Manuals: Attic Stock: O. CHANGE ORDERS Consultant: Contractor: Recommendation for Approval: Code Review: Cost Estimate: Time Extension: Submission: Meetings: Consultant Fee: IX. PERMITS & APPROVALS A. NJ UNIFORM CONSTRUCTION CODE PERMIT Prior Approval Certification Letters: Multi-building or Multi-site Permits: Special Inspections: B. OTHER REGULATORY AGENCY PERMITS, CERTIFICATES AND APPROVALS C. STATE INSURANCE APPROVAL D. PUBLIC EMPLOYEES OCCUPATIONAL SAFETY & HEALTH PROGRAM E. PERMIT MEETINGS F. MANDATORY NOTIFICATIONS G. CONSULTANT FEE X. GENERAL REQUIREMENTS A. SCOPE CHANGES B. ERRORS AND OMISSIONS C. ENERGY INCENTIVE PROGRAM XI. ALLOWANCES A. PERMIT FEE ALLOWANCE Permits: Permit Costs: Applications: PAGE 4

5 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Consultant Fee: XII. SUBMITTAL REQUIREMENTS A. CONTRACT DELIVERABLES B. CATALOG CUTS C. PROJECT DOCUMENT BOOKLET D. DESIGN DOCUMENT CHANGES E. SINGLE-PRIME CONTRACT XIII. SOW SIGNATURE APPROVAL SHEET XIV. CONTRACT DELIVERABLES XV. EXHIBITS A. SAMPLE PROJECT SCHEDULE FORMAT B. LOCATION MAP C. SITE MAP D. FEASIBILITY ASSESSMENT AND SPACE PLANNING STUDY OF NJDOT BORDENTOWN FACILITY PAGE 5

6 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 I. OBJECTIVE The objective of this project is to renovate and reconfigure the interior spaces of three buildings located at the New Jersey Department of Transportation (NJDOT) Bordentown Training Facility. Some exterior site work will also be addressed. II. CONSULTANT QUALIFICATIONS A. CONSULTANT & SUB-CONSULTANT PRE-QUALIFICATIONS The Consultant shall be a firm pre-qualified with the Division of Property Management & Construction (DPMC) in the following discipline(s): P001 Architecture The Consultant shall also have in-house capabilities or Sub-Consultants pre-qualified with DPMC in: P002 Electrical Engineering P003 HVAC Engineering P004 Plumbing P005 Civil Engineering P010 Fire Protection Engineering P011 Environmental Engineering P025 Estimating/ Cost Analysis As well as, any and all other Architectural, Engineering and Specialty Disciplines necessary to complete the project as described in this Scope of Work (SOW). III. PROJECT BUDGET A. CONSTRUCTION COST ESTIMATE (CCE) The initial Construction Cost Estimate (CCE) for this project is $11,000,170. The Consultant shall review this Scope of Work and provide a narrative evaluation and analysis of the accuracy of the proposed project CCE in their technical proposal based on their professional experience and opinion. PAGE 6

7 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 B. CURRENT WORKING ESTIMATE (CWE) The Current Working Estimate (CWE) for this project is $13,856,019. The CWE includes the construction cost estimate and all consulting, permitting and administrative fees. The CWE is the Client Agency s financial budget based on this project Scope of Work and shall not be exceeded during the design and construction phases of the project unless DPMC approves the change in Scope of Work through a Contract amendment. C. CONSULTANT S FEES The construction cost estimate for this project shall not be used as a basis for the Consultant s design and construction administration fees. The Consultant s fees shall be based on the information contained in this Scope of Work document and the observations made and/or the additional information received during the pre-proposal meeting. IV. PROJECT SCHEDULE A. SCOPE OF WORK DESIGN & CONSTRUCTION SCHEDULE The following schedule identifies the estimated design and construction phases for this project and the estimated durations. PROJECT PHASE ESTIMATED DURATION (Calendar Days) 1. Site Access Approvals & Schedule Design Kick-off Meeting Schematic Design Phase 90 Project Team & DPMC Plan/Code Unit Review & Comment Design Development Phase 120 Project Team & DPMC Plan/Code Unit Review & Comment Final Design Phase 120 Project Team & DPMC Plan/Code Unit Review & Approval Second Final Design Phase 30 Project Team & DPMC Plan/Code Unit Review & Approval 14 PAGE 7

8 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Permit Application Phase 7 Issue Plan Release 7. Bid Phase Award Phase Construction Phase 550 B. CONSULTANT S PROPOSED DESIGN & CONSTRUCTION SCHEDULE The Consultant shall submit a project design and construction bar chart schedule with their technical proposal that is similar in format and detail to the schedule depicted in Exhibit A. The bar chart schedule developed by the Consultant shall reflect their recommended project phases, phase activities, activity durations. The Consultant shall estimate the duration of the project Close-Out Phase based on the anticipated time required to complete each deliverable identified in Section XIV of this document entitled Contract Deliverables - Project Close-Out Phase and include this information in the bar chart schedule submitted. A written narrative shall also be included with the technical proposal explaining the schedule submitted and the reasons why and how it can be completed in the time frame proposed by the Consultant. This schedule and narrative will be reviewed by the Consultant Selection Committee as part of the evaluation process and will be assigned a score commensurate with clarity and comprehensiveness of the submission. C. CONSULTANT DESIGN SCHEDULE Based on the Notice to Proceed, Consultant shall update their approved schedule and shall distribute it at the design kickoff meeting. Note that this schedule shall be submitted in both paper format and on compact disk in a format compatible with Microsoft Project. This schedule will be binding for the Consultant s activities and will include the start and completion dates for each design activity. The Consultant and Project Team members shall use this schedule to ensure that all design milestone dates are being met for the project. The Consultant shall update the schedule to reflect performance periodically (minimally at each design phase) for the Project Team review and approval. Any recommendations for deviations from the approved design schedule must be explained in detail as to the causes for the deviation(s) and impact to the schedule. Deviations from the approved design schedule that are not justified or that are not approved by the Design Team will not be permitted and the Consultant will have to submit a PAGE 8

9 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 resource loaded recovery schedule that shows in detail how the project will be put back on schedule. D. BID DOCUMENT CONSTRUCTION SCHEDULE The Consultant shall include a construction schedule in Division 1 of the specification bid document. This schedule shall contain, at minimum, the major activities and their durations for each trade specified for the project. This schedule shall be in bar chart format and will be used by the Contractors as an aid in determining their bid price. It shall reflect special sequencing or phased construction requirements including, but not limited to: special hours for building access, weather restrictions, imposed constraints caused by Client Agency program schedules, security needs, lead times for materials and equipment, anticipated delivery dates for critical items, utility interruption and shut-down constraints, and concurrent construction activities of other projects at the site and any other item identified by the Consultant during the design phases of the project. E. CONTRACTOR CONSTRUCTION PROGRESS SCHEDULE The Contractor shall be responsible for preparing a coordinated combined progress schedule with the Sub-Contractors after the award of the contract. This schedule shall meet all of the requirements identified in the Consultant s construction schedule. The construction schedule shall be completed in accordance with the latest edition of the Instructions to Bidders and General Conditions and Bulletins that may be issued on the project. The Consultant must review and analyze this progress schedule and recommend approval/disapproval to the Project Team until a satisfactory version is approved by the Project Team. The Project Team must approve the baseline schedule prior to the start of construction and prior to the Contractor submitting invoices for payment. The Consultant shall note in Division 1 of the specification that the State will not accept the progress schedule until it meets the project contract requirements and any delays to the start of the construction work will be against the Contractor until the date of acceptance by the State. The construction progress schedule shall be reviewed, approved, and updated by the Contractor, Consultant, and Project Team members at each regularly scheduled construction job meeting and the Consultant shall note the date and trade(s) responsible for project delays (as applicable). PAGE 9

10 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 V. PROJECT SITE LOCATION & TEAM MEMBERS A. PROJECT SITE ADDRESS The location of the project site is: NJDOT Bordentown Training Facility (Former NJ National Guard Facility) Route 130 Box 108 RD 2 Bordentown, NJ See Exhibits B and C for the project site location and site map. B. PROJECT TEAM MEMBER DIRECTORY The following are the names, addresses, and phone numbers of the Project Team members. 1. DPMC Representative: Name: Address: David Pittman, Project Manager Division Property Management & Construction 20 West State Street, 3 rd Floor Trenton, NJ Phone No: (609) No: david.pittman@treas.nj.gov 2. NJ Department of Transportation: Name: Address: Michael DeAngelo, Manager Department of Transportation 1035 Parkway Avenue, PO Box 600 Ewing, New Jersey Phone No: (609) No: michael.deangelo@dot.nj.gov PAGE 10

11 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 VI. PROJECT DEFINITION A. BACKGROUND The New Jersey Department of Transportation (DOT) recently acquired three buildings from the Department of Military and Veterans Affairs. The building location was formerly known as the New Jersey National Guard - Bordentown Combined Support Maintenance Shop (CSMS). The DOT will use the buildings and the site for training purposes. The buildings are currently vacant. The State Police occupy a separate building onsite. The buildings will be renovated and reconfigured for DOT use as a training facility. The exterior of the buildings, including windows, doors, roofs and brickwork, will be repaired or replaced under DPMC Project T This project, DPMC Project T , will focus primarily on the interior of the building, barrier free access and utility connections. The DOT commissioned a study by Mott MacDonald Architects, under DPMC project T , to provide a feasibility assessment and space plan for the interiors of each building. Mott MacDonald reviewed the existing architectural, structural, HVAC, plumbing, electrical, fire and life safety systems and provided repair, replacement and upgrade recommendations for each building with cost estimates. The Consultant shall utilize this Feasibility Assessment and Space Planning Study as a basis for their design and follow all of the recommendations that have been made. Changes to the recommendations may be permissible providing they are presented to the Design Team for review and approval along with a justification for the change prior to implementation. Mott MacDonald relied upon an Indoor Environmental Quality (IEQ) Study and Hazardous Materials Screening Report by The RBA Group from June 2015 for recommendations on hazardous materials. Asbestos, lead based paint, PCB s, and air quality issues exist within all three buildings. Essentially, all three buildings require a complete interior renovation. The full report by Mott MacDonald, including existing and proposed floor plans, cost estimates and the hazardous materials study can be found in Exhibit D at the end of this scope. PAGE 11

12 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 VII. CONSULTANT DESIGN RESPONSIBILITIES A. DESIGN REQUIREMENTS 1. Architectural: Using the recommendations and floor plans found in the study shown in Exhibit D entitled, Feasibility Assessment and Space Planning Study of NJDOT Bordentown Training Facility as a guide, the Consultant shall provide construction documents to renovate the interiors of the three buildings at the facility. Provide barrier free access where required. 2. Utilities: The Consultant shall coordinate all design work and construction schedules with the electric and gas utility company, the municipal water and sewer authorities, the telephone utility company and the NJDOT Office of Information Technology for the network system. It should be noted that the NJDOT is in the early stages of converting to VOIP so depending on the timing of this initiative, VOIP technology may be implemented at this facility. Attend meetings, provide requirements for the facility and provide engineering data and/or calculations, backup documentation, catalog cuts, drawings, and any other information requested by the utility companies. All costs associated with these potential deliverables shall be estimated by the Consultant and included in the base bid of their fee proposal. Provide for new utility connections, including electric, gas, sanitary, domestic and fire water lines to the buildings to accommodate the new floor layouts. A schematic utility site plan can be found in the study. 3. HVAC: Provide construction documents for new HVAC systems for all three buildings. Provide calculations of the required building air supply and exhaust quantities. Provide a ventilation schedule for all building spaces. Provide calculations of the cooling load requirements of the interior building spaces to be conditioned. Calculations shall be based on, but not be limited to items such as: conduction and convection heat transmission, air ventilation and infiltration, internal building heat sources, solar heat gain, etc. Prior to issuance of a Certificate of Approval, all equipment, i.e., fans, controls, dampers, and devices requiring adjustments or regulation, shall be thoroughly cleaned, adjusted, or regulated for proper operation and freed from objectionable noise and vibration. PAGE 12

13 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 The Contractor shall provide the services of a National Environmental Balancing Bureau (N.E.B.B.) certified HVAC Testing & Balancing firm to balance, adjust, and test the air distribution and exhaust system. Testing and balancing shall be performed in complete accordance with the current Association Air Balancing Council Standards or other State approved associations. A copy of the certified report shall be provided to the DPMC Project Manager before a Certificate of Approval is recommended. The Consultant shall witness the work of the certified HVAC Testing & Balancing firm during all balancing, adjusting and testing of the air distribution and exhaust systems and shall determine any system modifications necessary to make the system perform as designed. If a retest is required in order to verify the modification changes, it shall be performed at no additional cost to the State. 4. Electrical Service: Provide the design for new electric service to all three buildings. According to the study, an increase in electrical service is needed to accommodate the renovation of Buildings One and Two. Provide for the upgrade of transformers as required to accommodate increased service needs. Submit electrical load calculations to the DPMC Code Review Group for review and approval. 5. Hazardous Materials: Plans shall address hazardous materials removal or abatement as identified in the Study. Hazardous materials include asbestos, lead based paint, PCB s, mold, and animal carcasses and droppings. 6. Storm Drainage: A new roof drainage system is being installed under DPMC Project T The Consultant shall connect all roof drain leaders that are installed as part of that project to a subsurface drainage system that connects underground to the storm water drainage system. 7. Fire Protection & Life Safety Systems: Provide for the installation of a new fire service, fire pump, fire protection system in all three buildings. A monitored fire and burglar alarm system shall also be provided in all three buildings. PAGE 13

14 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Site Work: Provide for the design of site improvements including but not limited to curbs, sidewalks, pavements, parking and ADA accessibility, perimeter security fencing, exterior lighting, landscaping and storm water drainage. B. GENERAL DESIGN OVERVIEW 1. Design Detail: Section VII of this Scope of Work is intended as a guide for the Consultant to understand the overall basic design requirements of the project and is not intended to identify each specific design component related to code and construction items. The Consultant shall provide those details during the design phase of the project ensuring that they are in compliance with all applicable codes, regulating authorities, and the guidelines established in the DPMC Procedures for Architects and Engineers Manual. The Consultant shall understand that construction documents submitted to DPMC shall go beyond the basic requirements set forth by the Uniform Construction Code N.J.A.C. 5: (f). Drawings and specifications shall provide detail beyond that required to merely show the nature and character of the work to be performed. The construction documents shall provide sufficient information and detail to illustrate, describe and clearly delineate the design intent of the Consultant and enable all Contractors to uniformly bid the project. The Consultant shall review and comply with the DPMC Plan Review Instructions which can be found on DPMC s web site at: The Consultant shall ensure that all of the design items described in this scope of work are addressed and included in the project drawings and specification sections where appropriate. It shall be the Consultant s responsibility to provide all of the design elements for this project. Under no circumstance may they delegate the responsibility of the design; or portions thereof, to the Contractor unless specifically allowed in this Scope of Work. 2. Specification Format: The Consultant shall prepare the construction specifications in the Construction Specifications Institute (CSI) format entitled MasterFormat, latest edition. The project construction specifications shall include only those CSI MasterFormat specification sections and divisions applicable to this specific project. PAGE 14

15 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Submittal Schedule: The Consultant shall include a submittal schedule in Division 1 of the specifications. The schedule (list of required submittals) shall identify the general conditions and/or specification section (number and name) and the type of submittal required (material data, product data, test results, calculations, etc.). The submittal schedule is a compilation of the submittals required on the project and is provided as an aid to the contractor. 4. Construction Cost Estimates: The Consultant shall include with each design submittal phase identified in Paragraph IV.A, including the Permit Application Phase and Bid Phase, a detailed construction cost estimate itemized and summarized by the divisions and sections of the Construction Specification Institute (CSI) MasterFormat 2014 applicable to the project. The detailed breakdown of each work item shall include labor, equipment, material and total costs. The construction estimate shall include all alternate bid items and all unit price items itemized and summarized by the divisions and sections of the specifications. All cost estimates shall be adjusted for regional location, site factors, construction phasing, premium time, building use group, location of work within the building, temporary swing space, security issues, and inflation factors based on the year in which the work is to be performed. The cost estimate shall include descriptions of all allowances and contingencies noted in the estimate. All cost estimates must be submitted on a DPMC-38 Project Cost Analysis form at each design phase of the project supported by the detailed construction cost estimate. The Project Manager will provide cost figures for those items which may be in addition to the CCE such as art inclusion, CM services, etc. and must be included as part of the CWE. This cost analysis must be submitted for all projects regardless of the Construction Cost Estimate amount. C. PROJECT COMMENCEMENT A pre-design meeting shall be scheduled with the Consultant and the Project Team members at the commencement of the project to obtain and/or coordinate the following information: 1. Project Directory: PAGE 15

16 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 Develop a project directory that identifies the name and phone number of key designated representatives who may be contacted during the design and construction phases of this project. 2. Site Access: Develop procedures to access the project site and provide the names and phone numbers of approved escorts when needed. Obtain copies of special security and policy procedures that must be followed during all work conducted at the facility and include this information in Division 1 of the specification. 3. Project Coordination: Review and become familiar with any current and/or future projects at the site that may impact the design, construction, and scheduling requirements of this project. Incorporate all appropriate information and coordination requirements in Division 1 of the specification. 4. Existing Documentation: Review any documents and additional information that may be provided at a later date such as reports, studies, surveys, equipment manuals, as-built drawings, etc. The State does not attest to the accuracy of the information provided and accepts no responsibility for the consequences of errors by the use of any information and material contained in the documentation provided. It shall be the responsibility of the Consultant to verify the contents and assume full responsibility for any determination or conclusion drawn from the material used. If the information provided is insufficient, the Consultant shall take the appropriate actions necessary to obtain the additional information required. All original documentation shall be returned to the provider at the completion of the project. 5. Scope of Work: Review the design and construction administration responsibilities and the submission requirements identified in this Scope of Work with the Project Team members. Items such as: contract deliverables, special sequencing or phased construction requirements, special hours for construction based on Client Agency programs or building occupancy, security needs, delivery dates of critical and long lead items, utility interruptions or shut down constraints for tie-ins, weather restrictions, and coordination with other project construction activities at the site shall be addressed. This information and all general administrative information; including a narrative summary of the work for this project, shall be included in Division 1 of the specification. The Consultant shall assure that there are no conflicts between the information contained in Division 1 of the specification and the DPMC General Conditions. PAGE 16

17 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Project Schedule: Review and update the project design and construction schedule with the Project Team members. D. BUILDING & SITE INFORMATION The following information shall be included in the project design documents. 1. Building Classification: Provide the building Use Group Classification and Construction Type on the appropriate design drawing. 2. Building Block & Lot Number: Provide the site Block and Lot Number on the appropriate design drawing. 3. Building Site Plan: Only when the project scope involves site work, or when the design triggers code issues that require site information to show code compliance, shall a site plan be provided that is drawn in accordance with an accurate boundary line survey. The site plan shall include, but not be limited to, the following as may be applicable: The size and location of new and existing buildings and additions as well as other structures. The distance between buildings and structures and to lot lines. Established and new site grades and contours as well as building finished floor elevations. New and existing site utilities, site vehicular and pedestrian roads, walkways and parking areas. 4. Site Location Map: Provide a site location map on the drawing cover sheet that identifies the vehicular travel routes from major roadways to the project construction site and the approved access roads to the Contractor s worksite staging area. E. DESIGN MEETINGS & PRESENTATIONS 1. Design Meetings: PAGE 17

18 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 Conduct the appropriate number of review meetings with the Project Team members during each design phase of the project so they may determine if the project meets their requirements, question any aspect of the contract deliverables, and make changes where appropriate. The Consultant shall describe the philosophy and process used in the development of the design criteria and the various alternatives considered to meet the project objectives. Selected studies, sketches, cost estimates, schedules, and other relevant information shall be presented to support the design solutions proposed. Special considerations shall also be addressed such as: Contractor site access limitations, utility shutdowns and switchover coordination, phased construction and schedule requirements, security restrictions, available swing space, material and equipment delivery dates, etc. It shall also be the responsibility of the Consultant to arrange and require all critical Sub- Consultants to be in attendance at the design review meetings. Record the minutes of each design meeting and distribute within seven (7) calendar days to all attendees and those persons specified to be on the distribution list by the Project Manager. 2. Design Presentations: The minimum number of design presentations required for each phase of this project is identified below for reference: Schematic Phase: One (1) oral presentation at phase completion. Design Development Phase: One (1) oral presentation at phase completion. Final Design Phase: One (1) oral presentation at phase completion. F. CONSTRUCTION BID DOCUMENT SUBMITTAL In addition to submitting construction bid documents as defined in Section XIV Contract Deliverables, Consultant shall submit both specifications and drawings on compact disk (CD) in Adobe Portable Document Format (.pdf). VIII. CONSULTANT CONSTRUCTION RESPONSIBILITIES A. GENERAL CONSTRUCTION ADMINISTRATION OVERVIEW This section of the Scope of Work is intended as a guide for the Consultant to understand their overall basic construction administration responsibilities for the project and does not attempt to identify each specific activity or deliverable required during this phase. The Consultant shall obtain that information from the current publication of the DPMC Procedures for Architects and PAGE 18

19 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 Engineers Manual and any additional information provided during the Consultant Selection Process. B. PRE-BID MEETING The Consultant shall attend, chair, record and distribute minutes of the Contractor pre-bid meetings. When bidders ask questions that may affect the bid price of the project, the Consultant shall develop a Bulletin(s) to clarify the bid documents in the format described in the Procedures for Architects and Engineers Manual, Section 9.2 entitled Bulletins. These Bulletins must be sent to DPMC at least seven (7) calendar days prior to the bid opening date. DPMC will then distribute the document to all bidders. C. BID OPENING The Consultant must attend the bid opening held at the designated location. In the event that the construction bids received exceed the Consultant s approved final cost estimate by 5% or more, the Consultant shall redesign and/or set up sufficient approved alternate designs, plans and specifications for the project work, to secure a bid that will come within the allocation specified by the State without impacting the programmatic requirements of the project. Such redesign work and changes to plans, including reproduction costs for submission in order to obtain final approval and permits, shall be undertaken by the Consultant at no additional cost to the State. D. POST BID REVIEW MEETING, RECOMMENDATION FOR AWARD The Consultant; in conjunction with the Project Manager, shall review the bid proposals submitted by the various Contractors to determine the low responsible bid for the project. The Consultant; in conjunction with the Project Manager and Project Team members, shall develop a post bid questionnaire based on the requirements below and schedule a post bid review meeting with the Contractor s representative to review the construction costs and schedule, staffing, and other pertinent information to ensure they understand the Scope of the Work and that their bid proposal is complete and inclusive of all requirements necessary to deliver the project in strict accordance with the plans and specifications. 1. Post Bid Review: Review the project bid proposals including the alternates, unit prices, and allowances within seven (7) calendar days from the bid due date. Provide a bid tabulation matrix comparing all bids submitted and make a statement about the high, low, and average bids received. Include a comparison of the submitted bids to the approved current construction cost estimate. When applicable, provide an analysis with supporting data, detailing why the bids did not meet the construction cost estimate. PAGE 19

20 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Review Meeting: Arrange a meeting with the apparent low bid Contractor to discuss their bid proposal and other issues regarding the award of the contract. Remind the Contractor that this is a Lump Sum bid. Request the Contractor to confirm that their bid proposal does not contain errors. Review and confirm Alternate pricing and Unit pricing and document acceptance or rejection as appropriate. Comment on all omissions, qualifications and unsolicited statements appearing in the proposals. Review any special circumstances of the project. Ensure the Contractor s signature appears on all post bid review documents. 3. Substitutions: Inquire about any potential substitutions being contemplated by the Contractor and advise them of the State s guidelines for the approval of substitutions and the documentation required. Review the deadline and advise the Contractor that partial submissions are not acceptable. Submission after the deadline may be rejected by the State. Equal substitutions that are proposed by the Contractor that are of lesser value must have a credit change order attached with the submittal (See Article Substitutions of the General Conditions). The State has the right to reject the submission if there is no agreement on the proposed credit. Contractor will be responsible to submit a specified item. 4. Schedule: Confirm that the Contractor is aware of the number of calendar days listed in the contract documents for the project duration and that the Contractor s bid includes compliance with the schedule duration and completion dates. Particular attention shall be given to special working conditions, long lead items and projected delivery dates, etc. Review project milestones (if applicable). This could give an indication of Contractor performance, but not allow a rejection of the bid. Review the submittal timeframes per the Contract documents. Ask the Contractor to identify what products will take over twenty-eight (28) calendar days to deliver from the point of submittal approval. If a CPM Schedule is required, review the provisions and have Contractor acknowledge the responsibility. Ask for the name of the CPM Scheduler and the ballpark costs. PAGE 20

21 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Performance: Investigate the past performance of Contractor by contacting Architects and owners (generally three of each) that were listed in their DPMC pre-qualification package and other references that may have been provided. Inquire how the Contractor performed with workmanship, schedule, project management, change orders, cooperation, paper work, etc. 6. Letter of Recommendation: The Consultant shall prepare a Letter of Recommendation for contract award to the Contractor submitting the lowest responsible bid within three (3) calendar days from the post bid review meeting. The document shall contain the project title, DPMC project number, bid due date and expiration date of the proposal. It shall include a detailed narrative describing each post bid meeting agenda item identified above and a recommendation to award the contract to the apparent low bid Contractor based on the information obtained during that meeting. Describe any acceptance or rejection of Alternate pricing and Unit pricing. Comment on any discussion with the Contractor that provides a sense of their understanding of the project and any special difficulties that they see, and how they might approach those problems. Attach all minutes of the Post bid meeting and any other relevant correspondence with the Letter of Recommendation and submit them to the Project Manager. 7. Conformed Drawings: The Consultant shall prepare and distribute two (2) sets of drawings stamped Conformed Drawings to the Project Manager that reflect all Bulletins and/or required changes, additions, and deletions to the pertinent drawings within fourteen (14) calendar days of the construction contract award date. Any changes made in Bulletins, meeting minutes, post bid review requirements shall also be reflected in the specification. E. DIRECTOR S HEARING The Consultant must attend any Director s hearing(s) if a Contractor submits a bid protest. The Consultant shall be present to interpret the intent of the design documents and answer any technical questions that may result from the meeting. In cases where the bid protest is upheld, the Consultant shall submit a new Letter of Recommendation for contract award. The hours required to attend the potential hearings and to document the findings shall be estimated by the Consultant and the costs will be included in the base bid of their fee proposal. PAGE 21

22 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 F. CONSTRUCTION JOB MEETINGS, SCHEDULES, LOGS The Consultant shall conduct all of the construction job meetings, to be held bi-weekly for the duration of construction, in accordance with the procedures identified in the A/E manual and those listed below. 1. Meetings: The Consultant and Sub-Consultant(s) shall attend the pre-construction meeting and all construction job meetings during the construction phase of the project. The Consultant shall chair the meeting, transcribe and distribute the job-meeting minutes for every job meeting to all attendees and to those persons specified to be on the distribution list by the Project Manager. The Agenda for the meeting shall include, but not be limited to the items identified in the Procedures for Architects and Engineers Manual, Section , entitled Agenda. Also, the Consultant is responsible for the preparation and distribution of minutes within three (3) calendar days of the meeting. The format to be used for the minutes shall comply with those identified in the Procedures for Architects and Engineers Manual, Section , entitled, Format of Minutes. All meeting minutes are to have an action column indicating the party that is responsible for the action indicated and a deadline to accomplish the assigned task. These tasks must be reviewed at each job progress meeting until it is completed and the completion date of each task shall be noted in the minutes of the meeting following the task completion. 2. Schedules: The Consultant; with the input from the Client Agency Representative and Project Manager, shall review and recommend approval of the project construction schedule prepared by the Contractor. The schedule shall identify all necessary start and completion dates of construction, construction activities, submittal process activities, material deliveries and other milestones required to give a complete review of the project. The Consultant shall record any schedule delays, the party responsible for the delay, the schedule activity affected, and the original and new date for reference. The Consultant shall ensure that the Contractor provides a two (2) week look ahead construction schedule based upon the current monthly updated schedule as approved at the biweekly job meetings and that identifies the daily planned activities for that period. This Contractor requirement must also be included in Division 1 of the specification for reference. 3. Submittal Log: Based on the Submittal Schedule in Division 1 of the specifications, the Consultant shall develop and implement a submittal log that includes all of the required project submittals as identified in PAGE 22

23 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 the general conditions and technical specifications. The dates of submission shall be determined and approved by all affected parties during the pre-construction meeting. Examples of the submissions to be reviewed and approved by the Consultant and Sub-Consultant (if required) include: project schedule, schedule of values, shop drawings, equipment and material catalog cuts, spec sheets, product data sheets, MSDS material safety data sheets, specification procedures, color charts, material samples, mock-ups, etc. The submittal review process must be conducted at each job progress meeting and shall include the Consultant, Sub- Consultant, Contractor, Project Manager, and designated representatives of the Client Agency. The Consultant shall provide an updated submittal log at each job meeting that highlights the status of all required submissions. G. CONSTRUCTION SITE ADMINISTRATION SERVICES The Consultant and Sub-Consultant(s) shall provide construction site administration services during the duration of the project. The Consultant and Sub-Consultant(s) do not necessarily have to be on site concurrently if there are no critical activities taking place that require the Sub- Consultant s participation. The services required shall include, but not be limited to; field observations sufficient to verify the quality and progress of construction work, conformance and compliance with the contract documents, and to attend/chair meetings as may be required by the Project Manager to resolve special issues. Consultant and Sub-Consultant(s) shall conduct weekly site inspection/field observation visits. Site inspection/field observation visits may be conducted in conjunction with regularly scheduled bi-weekly construction job meetings, depending on the progress of work, for weeks that construction job meetings are scheduled. The Consultant and their Sub-Consultant(s) shall submit a field observation report for each site inspection to the Project Manager within three (3) calendar days of the site visit. Also, they shall conduct inspections during major construction activities including, but not limited to the following examples: concrete pours, steel and truss installations, code inspections, final testing of systems, achievement of each major milestone required on the construction schedule, and requests from the Project Manager. The assignment of a full time on-site Sub-Consultant does not relieve the Consultant of their site visit obligation. The Consultant shall refer to Section XIV. Contract Deliverables of this Scope of Work subsection entitled Construction Phase to determine the extent of services and deliverables required during this phase of the project. PAGE 23

24 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 H. SUB-CONSULTANT PARTICIPATION It is the responsibility of the Consultant to ensure that they have provided adequate hours and/or time allotted in their technical proposal so that their Sub-Consultants may participate in all appropriate phases and activities of this project or whenever requested by the Project Manager. This includes the pre-proposal site visit and the various design meetings and construction job meetings, site visits, and close-out activities described in this Scope of Work. Field observation reports and/or meeting minutes are required to be submitted to the Project Manager within three (3) calendar days of the site visit or meeting. All costs associated with such services shall be included in the base bid of the Consultant s fee proposal. I. DRAWINGS 1. Shop Drawings: Each Contractor shall review the specifications and determine the numbers and nature of each shop drawing submittal. Five (5) sets of the documents shall be submitted with reference made to the appropriate section of the specification. The Consultant shall review the Contractor s shop drawing submissions for conformity with the construction documents within seven (7) calendar days of receipt. The Consultant shall return each shop drawing submittal stamped with the appropriate action, i.e. Approved, Approved as Noted, Approved as Noted Resubmit for Records, Rejected, etc. 2. As-Built & Record Set Drawings: The Contractor(s) shall keep the contract drawings up-to-date at all times during construction and upon completion of the project, submit their AS-BUILT drawings to the Consultant with the Contractor(s) certification as to the accuracy of the information prior to final payment. All AS- BUILT drawings submitted shall be entitled AS-BUILT above the title block and dated. The Consultant shall review the Contractor(s) AS-BUILT drawings at each job progress meeting to ensure that they are up-to-date. Any deficiencies shall be noted in the progress meeting minutes. The Consultant shall acknowledge acceptance of the AS-BUILT drawings by signing a transmittal indicating they have reviewed them and that they reflect the AS-BUILT conditions as they exist. Upon receipt of the AS-BUILT drawings from the Contractor(s), the Consultant shall obtain the original reproducible drawings from DPMC and transfer the AS-BUILT conditions to the original full sized signed reproducible drawings to reflect RECORD conditions within fourteen (14) calendar days of receipt of the AS-BUILT information. PAGE 24

25 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 The Consultant shall note the following statement on the original RECORD-SET drawings. The AS-BUILT information added to this drawing(s) has been supplied by the Contractor(s). The Architect/Engineer does not assume the responsibility for its accuracy other than conformity with the design concept and general adequacy of the AS-BUILT information to the best of the Architect s/engineer s knowledge. Upon completion, The Consultant shall deliver the RECORD-SET original reproducible drawings to DPMC who will acknowledge their receipt in writing. This hard copy set of drawings and two (2) sets of current release AUTO CAD discs shall be submitted to DPMC. The discs shall contain all AS-BUILT drawings in both.dwg (native file format for AUTO CAD) and.pdf (Adobe portable document format) file formats. J. CONSTRUCTION DEFICIENCY LIST The Consultant shall prepare, maintain and continuously distribute an on-going deficiency list to the Contractor, Project Manager, and Client Agency Representative during the construction phase of the project. This list shall be separate correspondence from the field observation reports and shall not be considered as a punch list. K. INSPECTIONS: SUBSTANTIAL & FINAL COMPLETION The Consultant and their Sub-Consultant(s) accompanied by the Project Manager, Code Inspection Group, Client Agency Representative and Contractor shall conduct site inspections to determine the dates of substantial and final completion. The Project Manager will issue the only recognized official notice of substantial completion. The Consultant shall prepare and distribute the coordinated punch list, written warranties and other related DPMC forms and documents, supplied by the Contractor, to the Project Manager for review and certification of final contract acceptance. If applicable, the punch list shall include a list of attic stock and spare parts. L. CLOSE-OUT DOCUMENTS The Consultant shall review all project close-out documents as submitted by the Contractors to ensure that they comply with the requirements listed in the Procedure for Architects and Engineers Manual. The Consultant shall forward the package to the Project Manager within fourteen (14) calendar days from the date the Certificate of Occupancy/Certificate of Approval is issued. The Consultant shall also submit a letter certifying that the project was completed in accordance with the contract documents, etc. PAGE 25

26 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 M. CLOSE-OUT ACTIVITY TIME The Consultant shall provide all activities and deliverables associated with the Close-Out Phase of this project as part of their Lump Sum base bid. The Consultant and/or Sub- Consultant(s) may not use this time for additional job meetings or extended administrative services during the Construction Phase of the project. N. TESTING, TRAINING, MANUALS AND ATTIC STOCK The Consultant shall ensure that all equipment testing, training sessions and equipment manuals required for this project comply with the requirements identified below. 1. Testing: All equipment and product testing conducted during the course of construction is the responsibility of the Contractor. However, the Consultant shall ensure the testing procedures comply with manufacturers recommendations. The Consultant shall review the final test reports and provide a written recommendation of the acceptance/rejection of the material, products or equipment tested within seven (7) calendar days of receipt of the report. 2. Training: The Consultant shall include in the specification that the Contractor shall schedule and coordinate all equipment training with the Project Manager and Client Agency representatives. It shall state that the Contractor shall submit the Operation and Maintenance (O&M) manuals, training plan contents, and training durations to the Consultant, Project Manager and Client Agency Representative for review and approval prior to the training session. The Consultant shall ensure that the training session is videotaped by the Contractor. A copy of the videotape shall be transmitted to the Project Manager who will forward the material to the Client Agency for future reference. All costs associated with the training sessions shall be borne by the Contractor installing the equipment. A signed letter shall be prepared stating when the training was completed and must be accompanied with the training session sign-in sheet as part of the project close-out package. 3. Operation & Maintenance Manuals: The Consultant shall coordinate and review the preparation and issuance of the equipment manuals provided by the Contractor(s) ensuring that they contain the operating procedures, maintenance procedures and frequency, cut sheets, parts lists, warranties, guarantees, and detailed drawings for all equipment installed at the facility. PAGE 26

27 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 A troubleshooting guide shall be included that lists problems that may arise, possible causes with solutions, and criteria for deciding when equipment shall be repaired and when it must be replaced. Include a list of the manufacturer s recommended spare parts for all equipment being supplied for this project. A list of names, addresses and telephone numbers of the Contractors involved in the installations and firms capable of performing services for each mechanical item shall be included. The content of the manuals shall be reviewed and approved by the Project Manager and Client Agency Representative. The Consultant shall include in the specification that the Contractor must provide a minimum of ten (10) throwaway copies of the manual for use at the training seminar and seven (7) hardbound copies as part of the project close-out package. 4. Attic Stock: The Consultant shall determine and recommend whether attic stock should be included for all aspects of the project. If required, the Consultant shall specify attic stock items to be included in the project. Prior to project close-out, the Consultant must prepare a comprehensive listing of all items for delivery by the Contractor to the Owner and in accordance with the appropriate specification/plan section. Items shall include, but not be limited to: training sessions, O&M manuals, as-built drawings, itemized attic stock requirements, and manufacturer guarantees/warranties. O. CHANGE ORDERS The Consultant shall review and process all change orders in accordance with the contract documents and procedures described below. 1. Consultant: The Consultant shall prepare a detailed request for Change Order including a detailed description of the change(s) along with appropriate drawings, specifications, and related documentation and submit the information to the Contractor for the change order request submission. This will require the use of the current DPMC 9b form. 2. Contractor: The Contractor shall submit a DPMC 9b Change Order Request form to the Project Manager within seven (7) calendar days after receiving the Change Order from the Consultant. The PAGE 27

28 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 document shall identify the changed work in a manner that will allow a clear understanding of the necessity for the change. Copies of the original design drawings, sketches, etc. and specification pages shall be highlighted to clarify and show entitlement to the Change Order. Copies shall be provided of job minutes or correspondence with all relative information highlighted to show the origin of the Change Order. Supplementary drawings from the Consultant shall be included if applicable that indicate the manner to be used to complete the changed work. A detailed breakdown of all costs associated with the change, i.e. material, labor, equipment, overhead, Sub-Contractor work, profit and bond, and certification of increased bond shall be provided. If the Change Order will impact the time of the project, the Contractor shall include a request for an extension of time. This request shall include a copy of the original approved project schedule and a proposed revised schedule that reflects the impact on the project completion date. Documentation to account for the added time requested shall be included to support entitlement of the request such as additional work, weather, other Contractors, etc. This documentation shall contain dates, weather data and all other relative information. 3. Recommendation for Approval: The Consultant shall evaluate the reason for the change in work and provide a detailed written recommendation for approval or disapproval of the Change Order Request including backup documentation of costs in CSI format and all other considerations to substantiate that decision. 4. Code Review: The Consultant shall determine if the Change Order request will require Code review and shall submit six (6) sets of signed and sealed modified drawings and specifications to the DPMC Plan & Code Review Unit for approval, if required. The Consultant must also determine and produce a permit amendment request if required. 5. Cost Estimate: The Consultant shall provide a detailed cost estimate of the proposed Change Order Request, as submitted by the Contractor, in CSI format (latest edition) for all appropriate divisions and subdivisions using a recognized estimating formula. The estimate shall then be compared with that of the Contractor s estimate. If any line item in the Consultant s estimate is lower than the corresponding line item in the Contractor s estimate, the Consultant in conjunction with the Project Manager is to contact the Contractor by telephone and negotiate the cost differences. The Consultant shall document the negotiated agreement on the Change Order Request form. If the Contractor s total dollar value changes based on the negotiations, the Consultant shall identify the changes on the Change Order Request form accordingly. PAGE 28

29 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 When recommending approval or disapproval of the change order, the Consultant shall be required to prepare and process a Change Order package that contains at a minimum the following documents: DPMC 9b Change Order Request DPMC 10 Consultant s Evaluation of Contractor s Change Order Request Consultant s Independent Detailed Cost Estimate Notes of Negotiations 6. Time Extension: When a Change Order Request is submitted with both cost and time factors, the Consultant s independent cost estimate is to take into consideration time factors associated with the changed work. The Consultant is to compare their time element with that of the Contractor s time request and if there is a significant difference, the Consultant in conjunction with the Project Manager is to contact the Contractor by telephone and negotiate the difference. When a Change Order Request is submitted for time only, the Consultant is to do an independent evaluation of the time extension request using a recognized scheduling formula. Requests for extension of contract time must be done in accordance with the General Conditions Article 10.1 Changes in the Work. 7. Submission: The Consultant shall complete all of the DPMC Change Order Request forms provided and submit a completed package to the Project Manager with all appropriate backup documentation within seven (7) calendar days from receipt of the Contractor s change order request. The Consultant shall resubmit the package at no cost to the State if the change order package contents are deemed insufficient by the Project Manager. 8. Meetings: The Consultant shall attend and actively participate at all administrative hearings or settlement conferences as may be called by Project Manager in connection with such Change Orders and provide minutes of those meetings to the Project Manager for distribution. 9. Consultant Fee: All costs associated with the potential Contractor Change Order Requests shall be anticipated by the Consultant and included in the base bid of their fee proposal. PAGE 29

30 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 If the Client Agency Representative requests a scope change; and it is approved by the Project Manager, the Consultant may be entitled to be reimbursed through an amendment and in accordance with the requirements stated in paragraph of this Scope of Work. IX. PERMITS & APPROVALS A. NJ UNIFORM CONSTRUCTION CODE PERMIT The project construction documents must comply with the latest adopted edition of the NJ Uniform Construction Code (NJUCC). The latest NJUCC Adopted Codes and Standards can be found at: The Consultant shall complete the NJUCC permit application and all applicable technical subcode sections with all technical site data required. The Agent section of the application and certification section of the building sub-code section shall be signed. These documents shall be forwarded to the DPMC Project Manager. The Consultant may obtain copies of all NJUCC permit applications at the following website: All other required project permits shall be obtained and paid for by the Consultant in accordance with the procedures described in Paragraph IX.B. 1. Prior Approval Certification Letters: The issuance of a construction permit for this project may be contingent upon acquiring various prior approvals as defined by N.J.A.C. 5: It is the Consultant s responsibility to determine which prior approvals, if any, are required. The Consultant shall submit a general certification letter to the DPMC Plan & Code Review Unit Manager during the Permit Phase of this project that certifies all required prior approvals have been obtained. In addition to the general certification letter discussed above, the following specific prior approval certification letters, where applicable, shall be submitted by the Consultant to the DPMC Plan & Code Review Unit Manager: Soil Erosion & Sediment Control, Water & Sewer Treatment Works Approval, Coastal Areas Facilities Review, Compliance of Underground Storage Tank Systems with N.J.A.C. 7:14B, Pinelands Commission, Highlands Council, Well Construction and Maintenance; Sealing of Abandoned Wells with N.J.A.C. 7:9D, Certification that all utilities have been disconnected from structures to be demolished, Board of Health PAGE 30

31 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 Approval for Potable Water Wells, Health Department Approval for Septic Systems. It shall be noted that in accordance with N.J.A.C. 5: (a)5, a permit cannot be issued until the letter(s) of certification is received. 2. Multi-building or Multi-site Permits: A project that involves many buildings and/or sites requires that a separate permit shall be issued for each building or site. The Consultant must determine the construction cost estimate for each building and/or site location and submit that amount where indicated on the permit application. 3. Special Inspections: In accordance with the requirements of the New Jersey Uniform Construction Code N.J.A.C. 5: (b), Bulletin 03-5 and Chapter 17 of the International Building Code, the Consultant shall be responsible for the coordination of all special inspections during the construction phase of the project. Bulletin 03-5 can be found at: a. Definition: Special inspections are defined as an independent verification by a certified Special Inspector for Class I buildings and smoke control systems in any class building. The special inspector is to be independent from the Contractor and responsible to the Consultant so that there is no possible conflict of interest. Special inspectors shall be certified in accordance with the requirements in the New Jersey Uniform Construction Code. b. Responsibilities: The Consultant shall submit with the permit application, a list of special inspections and the agencies or special inspectors that will be responsible to carry out the inspections required for the project. The list shall be a separate document, on letter head, signed and sealed. B. OTHER REGULATORY AGENCY PERMITS, CERTIFICATES AND APPROVALS The Consultant shall identify and obtain all other State Regulatory Agency permits, certificates, and approvals that will govern and affect the work described in this Scope of Work. An itemized list of these permits, certificates, and approvals shall be included with the Consultant s Technical PAGE 31

32 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 Proposal and the total amount of the application fees should be entered in the Fee Proposal line item entitled, Permit Fee Allowance. The Consultant may refer to the Division of Property Management and Construction Procedures for Architects and Engineers Manual, Section 6.4.8, which presents a compendium of State permits, certificates, and approvals that may be required for this project. The Consultant shall determine the appropriate phase of the project to submit the permit application(s) in order to meet the approved project milestone dates. Where reference to an established industry standard is made, it shall be understood to mean the most recent edition of the standard unless otherwise noted. If an industry standard is found to be revoked, or should the standard have undergone substantial change or revision from the time that the Scope of Work was developed, the Consultant shall comply with the most recent edition of the standard. C. STATE INSURANCE APPROVAL The Consultant shall respond in writing to the FM Global Insurance Underwriter plan review comments through the DPMC Plan & Code Review Unit Manager as applicable. The Consultant shall review all the comments and, with agreement of the Project Team, modify the documents while adhering to the project s SOW requirements, State code requirements, schedule, budget, and Consultant fee. D. PUBLIC EMPLOYEES OCCUPATIONAL SAFETY & HEALTH PROGRAM A paragraph shall be included in the design documents, if applicable to this project that states: The Contractor shall comply with all the requirements stipulated in the Public Employees Occupational Safety & Health Program (PEOSHA) document, paragraph 12: entitled Air quality during renovation and remodeling. The Contractor shall submit a plan demonstrating the measures to be utilized to confine the dust, debris, and air contaminants in the renovation or construction area of the project site to the Project Team prior to the start of construction. The link to the document is: PAGE 32

33 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 E. PERMIT MEETINGS The Consultant shall attend and chair all meetings with Permitting Agencies necessary to explain and obtain the required permits. F. MANDATORY NOTIFICATIONS The Consultant shall include language in Division 1 of the specification that states the Contractor shall assure compliance with the New Jersey One Call Program ( ) if any excavation is to occur at the project site. The One Call Program is known as the New Jersey Underground Facility Protection Act, refer to N.J.A.C. 14:2. G. CONSULTANT FEE The Consultant shall determine the efforts required to complete and submit all permit applications, obtain and prepare supporting documentation, attend meetings, etc., and include the total cost in the base bid of their fee proposal under the Permit Phase. X. GENERAL REQUIREMENTS A. SCOPE CHANGES The Consultant must request any changes to this Scope of Work in writing. An approved DPMC 9d Consultant Amendment Request form reflecting authorized scope changes must be received by the Consultant prior to undertaking any additional work. The DPMC 9d form must be approved and signed by the Director of DPMC and written authorization issued from the Project Manager prior to any work being performed by the Consultant. Any work performed without the executed DPMC 9d form is done at the Consultant s own financial risk. B. ERRORS AND OMISSIONS The errors and omissions curve and the corresponding sections of the Procedures for Architects and Engineers Manual are eliminated. All claims for errors and omissions will be pursued by the State on an individual basis. The State will review each error or omission with the Consultant and determine the actual amount of damages, if any, resulting from each negligent act, error or omission. PAGE 33

34 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 C. ENERGY INCENTIVE PROGRAM The Consultant shall review the programs described on the New Jersey s Clean Energy Program website at: to determine if any proposed upgrades to the mechanical and/or electrical equipment and systems for this project qualify for New Jersey Clean Energy Program rebates and incentives such as SmartStart, Pay4Performance, Direct Install or any other incentives. The Consultant shall be responsible to complete the appropriate registration forms and applications, provide any applicable worksheets, manufacturer s specification sheets, calculations, attend meetings, and participate in all activities with designated representatives of the programs and utility companies to obtain the entitled financial incentives and rebates for this project. All costs associated with this work shall be estimated by the Consultant and the amount included in the base bid of their fee proposal. XI. ALLOWANCES A. PERMIT FEE ALLOWANCE The Consultant shall obtain and pay for all of the project permits in accordance with the guidelines identified below. 1. Permits: The Consultant shall determine the various permits, certificates, and approvals required to complete this project. 2. Permit Costs: The Consultant shall estimate the application fee costs for all of the required project permits, certificates, and approvals (excluding the NJ Uniform Construction Code permit) and include that amount in their fee proposal line item entitled Permit Fee Allowance, refer to Paragraph IX.A. A breakdown of each permit and application fee shall be attached to the fee proposal for reference. NOTE: The NJ Uniform Construction Code permit is excluded since it will be paid for by the Contractor. 3. Applications: The Consultant shall complete and submit all permit applications to the appropriate permitting authorities and the costs shall be paid from the Consultant s permit fee allowance. A copy of the PAGE 34

35 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 application(s) and the original permit(s) obtained by the Consultant shall be given to the DPMC Project Manager for distribution during construction. 4. Consultant Fee: The Consultant shall determine what is required to complete and submit the permit applications, obtain supporting documentation, attend meetings, etc., and include the total cost in the base bid of their fee proposal under the Permit Phase column. Any funds remaining in the permit allowance will be returned to the State at the close of the project. XII. SUBMITTAL REQUIREMENTS A. CONTRACT DELIVERABLES All submissions shall include the Contract Deliverables identified in Section XIV of this Scope of Work and described in the DPMC Procedures for Architects and Engineers Manual. B. CATALOG CUTS The Consultant shall provide catalog cuts as required by the DPMC Plan & Code Review Unit during the design document review submissions. Examples of catalog cuts include, but are not limited to: mechanical equipment, hardware devices, plumbing fixtures, fire suppression and alarm components, specialized building materials, electrical devices, etc. C. PROJECT DOCUMENT BOOKLET The Consultant shall submit all of the required Contract Deliverables to the Project Manager at the completion of each phase of the project. All reports, meeting minutes, plan review comments, project schedule, cost estimate in CSI format (2004 Edition), correspondence, calculations, and other appropriate items identified on the Submission Checklist form provided in the A/E Manual shall be presented in an 8½ x 11 bound booklet format. D. DESIGN DOCUMENT CHANGES Any corrections, additions, or omissions made to the submitted drawings and specifications at the Permit Phase of the project must be submitted to DPMC Plan & Code Review Unit as a complete document. Corrected pages or drawings may not be submitted separately unless the Consultant inserts the changed page or drawing in the original documents. No Addendums or Bulletins will be accepted as a substitution to the original specification page or drawing. PAGE 35

36 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 E. SINGLE-PRIME CONTRACT All references to separate contracts in the Procedures for Architects and Engineers Manual, Chapter 8, shall be deleted since this project will be advertised as a Single Bid (Lump Sum All Trades) contract. The single prime Contractor will be responsible for all work identified in the drawings and specifications. The drawings shall have the required prefix designations and the specification sections shall have the color codes as specified for each trade in the DPMC Procedure for Architects and Engineers Manual. The Consultant must still develop the Construction Cost Estimate (CCE) for each trade and the amount shall be included on the DPMC-38 Project Cost Analysis form where indicated. This document shall be submitted at each design phase of the project and updated immediately prior to the advertisement to bid. PAGE 36

37

38 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 XIV. CONTRACT DELIVERABLES The following is a listing of Contract Deliverables that are required at the completion of each phase of this project. The Consultant shall refer to the DPMC publication entitled, Procedures for Architects and Engineers, Volumes I and II, 2 nd Edition, dated January, 1991 to obtain a more detailed description of the deliverables required for each item listed below. The numbering system used in this Contract Deliverables section of the scope of work corresponds to the numbering system used in the Procedures for Architects and Engineers manual and some may have been deleted if they do not apply to this project. SCHEMATIC DESIGN PHASE: 25% Complete Design Documents (Minimum) 6.1 Project Schedule (Update Bar Chart Schedule) 6.2 Meetings & Minutes (Minutes within seven (7) calendar days of meeting) 6.3 Correspondence 6.4 Submission Requirements A/E Statement of Site Visit Space Analysis & Program Requirements Special Features Description: Utilities, fire protection, special structural features, etc Site Evaluation Design Rendering/Sketches Regulatory Agency Approvals Utility Availability for: Sanitary Service Domestic Water Gas Service Fire Service Electric Service Telephone Service Cable Service Drawings: 6 sets Cover Sheet (See A/E Manual for format) Site Plan Site Utility Plan Floor Plans PAGE 38

39 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 Sections/Details Structural Narrative HVAC Narrative Electrical Narrative Specifications: 6 sets (See A/E Manual for format, include Division 1 and edit to describe the administrative and general requirements of the project) Current Working Estimate in CSI Format & Cost Analysis 38 Form Bar Chart of Design and Construction Schedule Oral Presentation of Submission to Project Team SOW Compliance Statement This Submission Checklist (See A/E Manual, Figure for format) Deliverables Submission in Booklet Form: 7 sets 6.5 Approval Respond to Submission Comments 6.6 Submission Forms Figure Figure Figure Plan Review Record Sheet Current Working Estimate/Cost Analysis Submission Checklist DESIGN DEVELOPMENT PHASE: 50% Complete Design Documents (Minimum) 7.1 Project Schedule (Update Bar Chart Schedule) 7.2 Meetings & Minutes (Minutes within seven (7) calendar days of meeting) 7.3 Correspondence 7.4 Submission Requirements A/E Statement of Site Visit Space Analysis & Program Requirements (if changed from Schematic Phase) Special Features Description: Utilities, fire protection, special structural features, etc Site Evaluation Regulatory Agency Approvals Confirm Utility Availability (On Site & Public) Sanitary Service Domestic Water PAGE 39

40 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 Gas Service Fire Service Electric Service Telephone Service Cable Service Tank Locations & Sizes Drawings: 6 sets Cover Sheet (See A/E Manual for format) Site Plan Site Utility Plan Floor Plans Sections/Details Structural Drawings, Seismic Design Load Criteria HVAC Drawings, Heating & Cooling Equipment Schedules Plumbing Drawings, Pipe Distribution & Riser Details, Fixture Schedule Fire Protection Drawings, Hydraulic Calcs, Water Pressure & Flow Data Electrical Drawings, Riser Diagram, Panel Schedules, Service Size, Lighting Design Specifications: 6 sets (See A/E Manual for format, include Division 1 and edit to describe the administrative and general requirements of the project) Current Working Estimate in CSI Format & Cost Analysis 38 Form Bar Chart of Design and Construction Schedule Oral Presentation of Submission to Project Team SOW Compliance Statement This Submission Checklist (See A/E Manual, Figure for format) Deliverables Submission in Booklet Form: 7 sets 7.5 Approval Respond to Submission Comments 7.6 Submission Forms Figure Figure Current Working Estimate/Cost Analysis Submission Checklist FINAL DESIGN PHASE 100% Complete Construction Documents This Final Design Phase may require more than one submission based on the technical quality and code conformance of the design documents. 8.1 Schedule (Update Bar Chart Schedule) PAGE 40

41 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Meeting & Minutes (Minutes within seven (7) calendar days of meeting) 8.3 Correspondence 8.4 Submission Requirements A/E Statement of Site Visit Space Analysis Special Features Description: Utilities, fire protection, special structural features, etc Site Evaluation Regulatory Agency Approvals (Include itemized list specific to this project) Drawings: 6 sets Specifications: 6 sets Current Working Estimate in CSI Format & Cost Analysis 38 Form Bar Chart of Design and Construction Schedule Oral Presentation of this Submission to Project Team Plan Review/SOW Compliance Statement This Submission Checklist Deliverables Submission in Booklet Form: 7 sets 8.5 Approvals Respond to Submission Comments PERMIT APPLICATION PHASE This Permit Application Phase should not include any additional design issues. Design documents shall be 100% complete at the Final Design Phase. 8.6 Permit Application Submission Requirements : If all of the deliverables of these sections have been previously submitted to DPMC and approved there are no further deliverables due at this time Regulatory Agency Approvals (a) UCC Permit Application & Technical Sub-codes completed by A/E Utility Availability Confirmation Signed and Sealed Drawings: 6 sets Signed and Sealed Specifications: 6 sets Current Working Estimate/Cost Analysis Bar Chart Schedule Project Presentation (N/A this Project) Plan Review/SOW Compliance Statement PAGE 41

42 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, /6.16 Submission Checklist 8.7 Approvals 8.8 Submission Forms Figure Current Working Estimate/Cost Analysis Figure Submission Checklist (Final Review Phase) Figure b Bid Proposal Form (Form DPMC -3) Figure c Notice of Advertising (Form DPMC -31) Figure Submission Checklist (Permit Phase) Figure 8.7 Bid Clearance Form (Form DPMC -601) BIDDING AND CONTRACT AWARD 9.0 Bidding Phase Requirements 9.01 Original Drawings signed & sealed by A/E and drawings on compact disk (CD) in Adobe Portable Document Format (.pdf) 9.02 One Unbound Specification Color Coded per A/E Manual Section and specifications on compact disk (CD) in Adobe Portable Document Format (.pdf) ` 9.03 Bid Documents Checklist 9.04 Bid Proposal Form 9.05 Notice for Advertising 9.1 Chair Pre-Bid Conference/Mandatory Site Visit 9.2 Prepare Bulletins 9.3 Attend Bid Opening 9.4 Recommendation for Contract Award Prepare Letter of Recommendation for Award & Cost Analysis 9.5 Attend Pre-Construction Meeting 9.6 Submission Checklist 9.7 Submission Forms Figure Figure 9.6 Cost Analysis Submission Checklist PAGE 42

43 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 CONSTRUCTION PHASE 10.1 Site Construction Administration 10.2 Pre-Construction Meeting 10.3 Construction Job Meetings Agenda: Schedule and Chair Construction Job Meetings Minutes: Prepare and Distribute Minutes within 5 working days of meeting Schedules; Approve Contractors Schedule & Update Minutes Format: Prepare Job Meeting Minutes in approved format, figure a 10.4 Correspondence 10.5 Prepare and Deliver Conformed Drawings 10.7 Approve Contractors Invoicing and Payment Process 10.8 Approve Contractors 12/13 Form for Subs, Samples and Materials Approve Test Reports Approve Shop Drawings Construction Progress Schedule Construction Progress Schedule Review & Recommend or Reject Change Orders Scope Changes Construction Change Orders Field Changes Construction Photographs Submit Field Observation Reports Submission Forms Figure a Job Meeting Format of Minutes PAGE 43

44 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, 2018 Figure b Field Report Figure 10.6 DPMC Insurance Form-24 Figure 10.6-a Unit Schedule Breakdown Figure 10.6-b Monthly Estimate for Payment to Contractor DPMC 11-2 Figure 10.6-c Monthly Estimate for Payment to Contractor DPMC 11-2A Figure 10.6-d Invoice DPMC 11 Figure 10.6-e Prime Contractor Summary of Stored Materials DPMC 11-3 Figure 10.6-f Agreement & Bill of Sale certificate for Stored Materials DPMC 3A Figure 10.7-a Approval Form for Subs, Samples & Materials DPMC 12 Figure 10.7-b Request for Change Order DPMC 9b Figure 10.9 Transmittal Form DPMC 13 Figure Submission Checklist PROJECT CLOSE-OUT PHASE 11.1 Responsibilities: Plan, Schedule and Execute Close-Out Activities 11.2 Commencement: Initiate Close-Out w/dpmc 20A Project Close-Out Form 11.3 Develop Punch List & Inspection Reports 11.4 Verify Correction of Punch List Items 11.5 Determination of Substantial Completion 11.6 Ensure Issuance of Temporary Certificate of Occupancy or Approval 11.7 Initiation of Final Contract Acceptance Process 11.8 Submission of Close-Out Documentation As-Built & Record Set Drawings, 3 sets AUTOCAD Discs Delivered to DPMC (a) Maintenance and Operating manuals, Warranties, etc.: 7 sets each (b) Guarantees (c) Testing and Balancing Reports (d) Boiler Inspection Certificates (e) Shop Drawings (f) Letter of Contract Performance Final Cost Analysis-Insurance Transfer DPMC This Submission Checklist 11.9 Final Payment PAGE 44

45 PROJECT NAME: Bordentown Training Facility Renovations PROJECT LOCATION: NJDOT Bordentown Training Facility PROJECT NO: T DATE: January 17, Contractors Final Payment A/E Invoice and Close-Out Forms for Final Payment Final Performance Evaluation of the A/E and the Contractors Ensure Issuance of a Certificate of Occupancy or Approval Submission Forms Figure 11.2 Figure 11.3-a Figure 11.3-b Figure 11.5 Figure 11.7 Final Contract Acceptance Form DPMC 20 Figure a Final Cost Analysis Project Close-Out Documentation List DPMC 20A Certificate of Substantial Completion DPMC 20D Final Acceptance of Consultant Contract DPMC 20C Request for Contract Transition Close-Out DPMC 20X Figure b Insurance Transfer Form DPMC 25 Figure Submission Checklist XV. EXHIBITS The attached exhibits in this section will include a sample project schedule, and any supporting documentation to assist the Consultant in the design of the project such as maps, drawings, photographs, floor plans, studies, reports, etc. END OF SCOPE OF WORK PAGE 45

46 February 7, 1997 Rev.: January 29, 2002 Responsible Group Code Table The codes below are used in the schedule field GRP that identifies the group responsible for the activity. The table consists of groups in the Division of Property Management & Construction (DPMC), as well as groups outside of the DPMC that have responsibility for specific activities on a project that could delay the project if not completed in the time specified. For reporting purposes, the groups within the DPMC have been defined to the supervisory level of management (Le., third level of management, the level below the Associate Director) to identify the functional group responsible for the activity. CODE DESCRIPTION REPORTS TO ASSOCIATE DIRECTOR OF: CM Contract Management Group Contract Management CA Client Agency N/A CSP Consultant Selection and Technical Services Prequalification Group NE Architect/Engineer N/A PR Plan Review Group Technical Services CP Construction Procurement Planning & Administration CON Construction Contractor N/A FM Financial Management Group Planning & Administration OEU Office of Energy and N/A Utility Management PD Project Development Group Planning & Administration EXHIBIT A Page 1 of 4

47 Activity h Des Ix tescar.pti.n ii,, ni,,,,u.in,,,,, i,a it,ipi.agn. ;..itu.n. iii. ii ii, i in. miii..... ii. I quint ninimi I H tiii.,.ui. p...ini,nni,nrn ii,.in.ni ii CV3)l Schedule/Conduct Predesign/Project Kick Off Mtg CM CV3020 Prepare Program Phase Submittal AE CV3021 Distribute Program Submittal for Review CM CV3OZI Prepare & Submit Prbject Cost Analysis (DPMC 38) CM CV3022 Review & Approve Program Submittal CA CV3023 Review & Approve Program Submittal PR CVSO24 Review & Approve Program Submittal CM CV3025 Consolidate & Return Program Submittal Comments CM CV3030 Prepare Schematic Phase Submittal AE CV3031 Distribute Schematic Submittal for Review CM CV3037 Prepare & Submit Project Cost Analysis (DPMC 38) CM CVSO3Z Review & Approve Schematic Submittal CA CV3033 Review & Approve Schematic Submittal PR Review & Approve Schematic Submittal CM CV3035 Consolidate & Return Schematic Submittal Comment CM CV3040 PrepareDesignDevelopmentPhaseSubmittal AE CV3OS1 Distribute D D Submittal for Review CM C O47 Prepare & Submit Project Cost Analysis (DPMC 38) CM CV3042 Review & Approve Design Development Submittal CA CV3043 Review & Approve Design Development Submittal PR C Review & Approve Design Development Submittal CM CVSO45 Consoljdate&RetumDD.SubmittalComments CM Prepare Final Design Phase Submittal AE CV3OSI Distribute Final Design Submittal for Review CM CV3052 Review & Approve Final Design Submittal CA CV3053 Review & Approve Final Design Submittal PR CV3054 Review Final Design Submiti for Constructability OCS : NOTE: DBcA.TFST Shetiof3 Refer to section IV Project Schedule of the Bureau of Design & Construction Services Scope of Work for contract phase durations. Routine Project IXh1bit is 0 Prlmavera Systems, Inc. Page 2 of 4

48 Activity. II) L)eseription Review & Approve Final Design Submittal CM 30 Consolidate & Return Final Design Comments CM Prepare & Submit Permit Application Documents AE CV3068 Prepare & Submit Bidding Cost Analysis (DPMC 38) CM Plan Review-PernzztAcgwsthon CV400i Review Constr Documents & Secure UCC Permit PR CV4O1O Provide Funding for Construction Contracts CA CV4020 Secure Bid Clearance CM Advertise-Bid-Award CV500I Advertise Project & Bid Construction Contracts CP CV5OIO Open Construction Bids CP CVSOI I Evaluate Bids & Prep Recommendation for Award CM CV5Oi2 Evaluate Bids & Prep Recommendation for Award AE CV5Oi4 Complete Recommendation for Award CP CV5020 AwardConstructionContracts/lssueNTP CP : Consfruction C Project Construction Slartflssue NTP CM CV6mi Contract StartlContract Work (25%) Complete CON CVtOO2 Preconstrucuon Meeting CM CVt()03 Begin Preconstruction Submittals CON CVI5004 Longest Lead Procurement Item Ordered CON CVtOOS Lead Time for Longest Lead Procurement Item CON Prepare & Submit Shop Drawings CON CV6007 Complete Construction Submittals CON CVSOI I Roughing Work Start CON CVeoia Perform Roughing Work CON CVSOIO Contract Work (50%+) Complete CON CVtOt3 Longest Lead Procurement Item Delivered CON Contract Work (75%) Complete CON DBCATEST Slieet2or3 NOTE: Refer to section IV Project Schedule of the Bureau of Design & Construction Services Routine Project 1xliiI) it Scope of Work for contract phase Pilmavera Systems, Inc. Page 3 of 4

49 t)escription Activity si)r. 11) - CVO14 Roughing Work Complete CON CV6021 Interior Finishes Start CON CV)22 Install Interior Finishes CON CVO3O Contract Work to Substantial Completion CON (DVO3l Substantial Completion Declared CM CVC 075 : Complete Deferred Punch List)Seasonal Activities COI4 CV6079 Project Construction Complete CM CV6084) Close Out Construction Contracts CM CV6O& Construction Contracts Complete CM CV6OSO Close Out A/E Contract CM CV6092 Project Completion Declared CM NOTE: DBCATEST Sheet3of3 Refer to section IV Project Schedule of the Bureau of Design & Construction Services Scope of Work for contract phase durations. Routine Project Ixliibit Primavera Systems, Inc. Page 4 of 4

50 NJDOT Bordentown Training Facility Location Map EXHIBIT B

51 Bldg. 1 Bldg. 2 Bldg. 3 NJDOT Bordentown Training Facility Site Map EXHIBIT C

52 FEASIBILITY ASSESSMENT AND SPACE PLANNING STUDY OF NJDOT BORDENTOWN TRAINING FACILITY BORDENTOWN, BURLINGTON COUNTY, NEW JERSEY T FINAL STUDY STATE OF NEW JERSEY Honorable Chris Christie, Governor Honorable Kim Guadagno, Lt. Governor DEPARTMENT OF TRANSPORTATION Joseph D. Bertoni, Deputy Commissioner DEPARTMENT OF THE TREASURY Ford M. Scudder, Treasurer DIVISION OF PROPERTY MANAGEMENT AND CONSTRUCTION Christopher Chianese, Director ARCHITECTS PC Date: April 10, 2017 EXHIBIT 'D'

53 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study FEASIBILITY ASSESSMENT AND SPACE PLANNING SURVEY at the NJDOT Bordentown Training Facility Bordentown, Burlington County, New Jersey TABLE OF CONTENTS SECTION DESCRIPTION PAGE NO. CHAPTER I EXECUTIVE SUMMARY... 3 CHAPTER II PURPOSE, LIMITATIONS, & PROCESS... 7 CHAPTER III BUILDING NO. 1 EXISTING CONDITION & RECOMMENDATIONS Building 1 Existing Floor Plan CHAPTER IV BUILDING NO. 2 EXISTING CONDITION & RECOMMENDATIONS Building 2 Existing Floor Plan CHAPTER V BUILDING NO. 3 EXISTING CONDITION & RECOMMENDATIONS Building 3 Existing Floor Plan CHAPTER VI SPACE PLANNING Space Program - Building 1 Proposed Floor Plan - Building 2 Proposed Floor Plan - Building 3 Proposed Floor Plan - Construction Schedule CHAPTER VII CODE ANALYSIS CHAPTER VIII SITE Deed - DOT Site Maps - Survey APPENDIX A Site Location Maps APPENDIX B Cost Calculations - DPMC-38 (All Buildings) - DPMC-38 (Building 1) Mott MacDonald Architects, P.C. Page 1

54 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study - DPMC-38 (Building 2) - DPMC-38 (Building 3) - Cost Estimate APPENDIX C APPENDIX D APPENDIX E Photographs Utility System Schematic Drawings Hazardous Materials Survey and Operational Management Plan Mott MacDonald Architects, P.C. Page 2

55 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Chapter I Executive Summary Mott MacDonald Architects, P.C. Page 3

56 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Scope of Work Mott MacDonald was retained by the Division of Property Management and Construction (DPMC) to provide Feasibility Assessments and Space Planning Survey of three buildings at the New Jersey Department of Transportation (NJDOT) Bordentown Training Facility. The existing site and buildings were obtained from the New Jersey Army National Guard and are located adjacent to a New Jersey State Police Barrack. Mott MacDonald Architect, P.C. s professional services provide this comprehensive report containing an assessment of each facility s existing conditions. In addition, this narrative provides the space planning for future designs to renovate the buildings. The narrative includes detailed descriptions of the required spaces and costs of the various building components. LEED The buildings shall be designed and constructed in a way that the building meets the criteria for a U.S. Green Building Council Leadership in Energy and Environmental Design (LEED) rating equivalent to Silver. EVALUATION DISCRIPTION A. ARCHITECTURAL SYSTEMS: Systems inspected for deficiencies, code compliance, and assessed for projected life expectancy include: General construction Interior walls, ceilings, doors, and floors; Space area efficiency; Interior circulation; ADA compliance; Note: Building envelope evaluation including roofs, exterior walls, exterior doors and exterior windows are not included. This work is included under another project. B. STRUCTURAL SYSTEMS: Systems inspected for operational deficiencies, code compliance, and assessed for projected life expectancy include: Building integrity: determine the condition of all observable structural systems through the use of visual observations in accessible areas of the building; C. HAZARDOUS MATERIALS: The Indoor Environmental Quality (IEQ) Study and Hazardous Material Screening Report dated June 2015 and prepared by The RBA Group, Inc. was reviewed and remediation recommendations and costs are included in this report. D. HVAC AND PLUMBING SYSTEMS: HVAC and Plumbing system evaluations are based on ASHRAE handbook recommendations, Mott MacDonald Architects, P.C. Page 4

57 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study NJ Uniform Construction Code, National Standard Plumbing Code, NFPA Standards, and information obtained in discussions with building personnel. Systems to be inspected for operational deficiencies and code compliance, and assessed for projected life expectancy include: Water Distribution Systems: Pumps, backflow prevention, hot water heaters, auxiliary equipment and piping and valves; Drainage and Sewer Systems: sump pumps and piping and valves; Storm Drainage Systems: piping and drains; HVAC systems: Chillers-steam and gas-fired absorption and mechanical; boilers, air handlers, fans, pumps, split systems, cooling towers, chemical addition systems, package HVAC units, room air conditioners, portable air conditioners, HV units, unit heaters, unit ventilators, fan-coil units, exhaust fans, reheat coils, VAV boxes, ductwork (supply and return) and control systems; Plumbing Systems: Toilet fixtures, sinks and supply and drain piping; Gas Distribution Systems: Piping, valves, regulators; E. ELECTRICAL SYSTEMS: Electrical system evaluation is based on NFPA , National Electrical Code, and information obtained in discussions with building personnel. Systems inspected for operational deficiencies, code compliance, and assessed for projected life expectancy include: Emergency generators and transfer switches; Exterior lighting; Interior lighting; High voltage switchgear; Transformers and main distribution cabling; Building panels and distribution wiring; F. FIRE & LIFE SAFETY SYSTEMS: Systems inspected for operational deficiencies, code compliance, and assessed for projected life expectancy include: Fire alarm systems Fire suppression systems, fire pumps and piping and valves; Emergency power systems and exit/emergency lighting systems; Fire rated enclosures, exit/fire/smoke doors, and path of travel; Emergency control systems (e.g. HVAC system controls related to the presence of smoke and/or fire, etc.). SUMMARY Each deficiency is documented and described in the narrative. A detailed construction cost estimate is included. The construction cost estimate is based on the selected Conceptual Floor Plans for each building. Mott MacDonald Architects, P.C. Page 5

58 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study There were numerous deficiencies observed at the site inspection walk through. Although not all the deficiencies are life safety or Code issues they reduce the quality of life for the occupants and may lead to further deterioration of the finishes, components and structure. Building No. 1 The building has been vacant for approximately 5 years. The finishes are old and in poor condition with water damage in some areas. The new function of the building will require a complete gut renovation. Most of the equipment left in place is old and in poor condition. Other equipment that is newer has been sitting unused and it is unknown if it is still operational. It is unknown if the existing boilers that feed all three buildings are operational since they were shut down over five years ago. Also since the system is not operational, the condition of the underground steam pipes are unknown. It is more efficient to run gas piping to Building Two and Three and have separate mechanical equipment for each building. The estimated construction cost to renovate the interior of the building based on the selected Conceptual Floor Plan is approximately $5,525,796. This cost does not include the building envelope, exterior windows, exterior doors, furniture and exterior site improvements. The cost including all fees and soft costs per DPMC-38 is $6,960,610. Building No. 2 The building has been vacant for approximately 5 years. The finishes are old and in poor condition. The new function of the building will require a complete gut renovation. Most of the equipment left in place is old and in poor condition. The estimated construction cost to renovate the interior of the building based on the selected Conceptual Floor Plan is approximately $3,447,919. This cost does not include the building envelope, exterior windows, exterior doors, furniture and exterior site improvements. The cost including all fees and soft costs per DPMC-38 is $4,342,979. Building No. 3 The building has been vacant for approximately 5 years. The finishes are old and in poor condition. The new function of the building will require a complete gut renovation. Most of the equipment left in place is old and in poor condition. The estimated construction cost to renovate the interior of the building based on the selected Conceptual Floor Plan is approximately $2,026,455. This cost does not include the building envelope, exterior windows, exterior doors, furniture and exterior site improvements. The cost including all fees and soft costs per DPMC-38 is $2,552,427. Mott MacDonald Architects, P.C. Page 6

59 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Chapter II Purpose, Limitations, and Process Mott MacDonald Architects, P.C. Page 7

60 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Purpose, Limitations, and Process A. PURPOSE The purpose of this report is to provide a detailed facility assessment of the existing three buildings and provide a detailed program and special requirements for intended use of the buildings. The detail program includes the square footage, general description of the space, number of occupants, walls, ceiling, floor, doors, furniture, HVAC, electrical, communication, security, and equipment requirements for each space. The report also includes the proposed building layouts. A cost estimate was developed for each building based on the required repairs from the assessment of the existing buildings and the new building layouts. B. LIMITATIONS The facility assessment and the cost estimate for the roof replacement, exterior walls repairs, exterior door replacements and exterior window replacements are not included since they are part of a different project. The relocation of doors, windows and closing existing openings are also not included in the estimate since they are part of a different project. Each building provides its own unique challenges and limitations to the development of the proposed building layouts. Building One is limited by the locations of exterior vehicle doors and the height of the structure. This is the only area were the Vehicle Bays can be located. Building Two has a center row of columns that would limit the use of the interior spaces. Building Three is limited by the large sectional door at each end of the building and the loading dock on the front side. C. PROCESS Preliminary interviews were conducted with the DOT planning team including the future building occupants to establish the spatial program required for each building. Once the preliminary building layouts were developed, a charrette meeting was held to go over the conceptual plans of each building and make instant changes to further develop the floor plans. At the end of the charrette meeting the proposed plans of each building were finalized. Mott MacDonald Architects, P.C. Page 8

61 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Chapter III BUILDING NO. 1 EXISTING CONDITIONS & RECOMMENDATIONS Mott MacDonald Architects, P.C. Page 9

62 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Architectural/Structural A. GENERAL BUILDING DESCRIPTION The building consists of a steel column and beam structural system with brick veneer and CMU exterior walls. The garage area is a double height space with a bridge crane located over the first twenty feet at the overhead doors. The interior walls consist of a mix of gypsum wall board, CMU and structural facing tile partitions. The ceilings are acoustical ceiling tile systems. The interior doors consist of wood frames and wood doors. There is an abandoned steel vault. There are many roof leaks and exterior wall issues that have caused interior damage to the building. B. LIFE SAFETY/ CODE The New Jersey Barrier Free Sub-code requires all buildings and their sites to be accessible to individuals with disabilities. These provisions provide for all occupants including employees and visitors. Accessible Entrances Fifty percent of the building s entrances must be accessible. Doors are required to comply with regulations dictating specific constraints in clear floor maneuvering space adjacent to the opening. The height of threshold and installation of compliant hardware also contribute to the technical requirements of an accessible building entrance. None of the building entrances are accessible. There is a raised landing at all exterior doors. Interior Accessible Route An interior accessible route is required to connect all portions of the building. The interior accessible route can consist of corridors, floors, ramps, elevators, and clear floor spaces. The route is defined by a 36 clear path, bound by requirements for slope, head height, surface, and protruding objects. The existing rooms in the office area are accessible. The existing restrooms are not accessible since they do not provide accommodation for wheel chair bound or non-ambulatory individuals. Toilet room fixtures and accessories are required to be mounted at prescribed heights within acceptable reach ranges. Clear floor areas provide space for maneuvering. Grab bars help individuals traverse from a seated position to standing and from a wheel chair to a fixture. The second floor Office is not accessible since it is only accessible by a single stair. Mott MacDonald Architects, P.C. Page 10

63 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study C. BUILDING INTERIOR: Restroom The Restrooms are not ADA compliant. None of the fixtures are accessible. The finishes consist of structural facing tile walls and vinyl composition tile floor. In general, the finishes are old and dated and have outlived their life expectancy. The existing fixture count is inadequate for the proposed amount of building occupants. Offices, Breakroom, and Locker Rooms The Offices, Breakroom and Locker Room consist of acoustical ceiling tile systems, vinyl composition tile floors and gypsum wall board walls with wood paneling in some of the offices. There is an Office on a small wood framed the second floor. The floors and ceilings in the Locker Room and second floor Office are water damaged. There is kitchen cabinetry and a steel prefabricated vault in the Breakroom. The kitchen cabinetry in the Breakroom is in poor condition with water damage at the base of the cabinets. In general, the finishes are old and dated and have outlived their life expectancy. Many of the walls, floors and ceilings are water damaged. Maintenance Bays The Maintenance Bays consist of open vehicle Maintenance Bays and adjacent Prefabricated Offices and Tool Rooms. The Tool Room consists of wire mesh partitions and traditional stud framed and plywood walls. In general, the finishes are old and dated and have outlived their life expectancy. The prefabricated Offices and Tool Room are in poor condition. The locations of the Tool Rooms and Prefabricated Office hinder the efficient use of the building space. D. STRUCTURAL: The building structure consists of a steel column and beam structural system. The exposed structure appeared to be in good condition and did not show and signs of damage. E. RECOMMENDATIONS: In general, the Building has lacked maintenance for an extended period. The finishes are worn or water damaged and in poor condition. The current configuration of the building lacks the ability to support the Department of Transportation s needs. It is recommended that the entire building interior be gutted and renovated to suit the Department of Transportation s space program requirements. The exposed structure in the new building layout should be scraped, cleaned and painted. Mott MacDonald Architects, P.C. Page 11

64 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study New exterior building entrance landings including ramps should be constructed to allow for ADA compliant entrance into the building. Hazardous Materials The following is based on the Indoor Environmental Quality (IEQ) Study and Hazardous Materials Screening Report dated June 2015 and prepared by The RBA Group, Inc. A. MOLD Microbial growth was found on water damaged acoustical ceiling tiles in the Front Office and Lock Room. The growth appears to be from water damage/ water infiltration. B. LEAD BASED PAINT There is lead based paint present on the Boiler Room walls. The paint is damaged and in poor condition in many areas. C. ASBESTOS There is approximately 400 square feet of asbestos containing floor tiles on the wood framed second floor. The tile is in poor condition with many of the tiles cracked or delaminated. The existing pipe insulation contains asbestos. All the corrugated paper insulation and fittings tested positive for asbestos. The fittings located on the fiberglass pipe insulation also tested positive for asbestos. D. AIR QUALITY Animal carcasses, debris and droppings were present throughout the building. E. PCB s Although not included in the Indoor Environmental Quality (IEQ) Study and Hazardous Material Screening Report the existing fluorescent light bulbs and thermostats contains PCB s. F. HAZARDOUS MATERIAL RECOMMENDATIONS: Mold Water damaged building materials should be removed and disposed by a remediation contractor wearing personal protective equipment and following decontamination procedures. The areas of the building with the presence of mold should be cleaned with antifungal cleaning solutions. Lead Based Paint Mott MacDonald Architects, P.C. Page 12

65 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study The existing lead based paint in the mechanical room should be removed by a NJDOL licensed lead abatement contractor. Asbestos The asbestos containing floor tiles and all pipe insulation should be abated by a NJDOT licensed asbestos abatement contractor. Air Quality The animal carcasses, debris and droppings should be removed using personal protective equipment and respirator protection. The areas of the building with the presence of mold should be cleaned with antifungal cleaning solutions. In general, the entire building should be cleaned after all demolition is complete to remove all dust and debris. PCB s PCB containing materials should be removed and properly disposed of per state regulations. Mott MacDonald Architects, P.C. Page 13

66 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Heating, Ventilation, and Air Conditioning Systems A. HEATING SYSTEM: The main boiler plant for this facility is located within Building One which consists of two (2) steam boilers, one (1) condensate pump, two (2) steam to hot water converters and one (1) circulating pump. The boiler room combustion air intakes are located on the boiler room doors as door louvers. The boilers are natural gas fired, Weil McLain Series 88, Model 1488 with a gas input rating of 4,474 MBH and a steam output rating of 2,756 MBH. Based on the input rating of the boilers the door combustion air intake louvers are undersized and are not code compliant. They were converted from fuel oil to natural gas in September The boilers appear to be in good condition with some signs of rust but no visible leaks. Per the log book the boilers were shut down and drained in December The boilers are piped to a common steam header with steam branches feeding separate equipment or zones. The boiler breeching is also tied together to a common header which connects to a masonry chimney. Both the breeching and chimney appear to be in good condition. The steam condensate return is gravity fed to a condensate pump in the boiler room steam pit. The condensate pump is completely submerged due to flooding in the steam pit. The two steam to hot water converters appear to be in good condition, however the connected valves and appurtenances show significant rust. One of the converters is dedicated to the radiant floor system which is currently abandoned in place. The radiant floor system covers the entire floor of the building, including Offices, Office Wing, Maintenance Bays, Storage, etc. with the sole exception of the Boiler Room itself. The zone headers for the radiant floor system have been removed and the system has been drained. The other converter provides heating hot water to the Office Wing which is distributed by the circulating pump. The Office Wing is provided with hot water convectors and finned tube radiators for comfort heat. There are multiple steam unit heaters located throughout the building. There is one (1) vertical unit heater located in the Storage Room, four (4) vertical unit heaters located in the Maintenance Bays, one (1) horizontal unit heater located in the Maintenance Bays and two (2) horizontal unit heaters located in the Welding Bay. The unit heaters are controlled by wall mounted thermostats located around the perimeter of building. The unit heaters appear to be operable with some unit heaters showing signs of rust. One of the unit heaters in the Maintenance Bays and the two (2) unit heaters in the Welding Bay have their own dedicated condensate pump due to their lower elevation from the main condensate return line. B. VENTILATION: Ventilation is provided by natural ventilation through openable windows. There is no mechanical ventilation provided for this building. The use of windows for ventilation is acceptable but not recommended. Mott MacDonald Page 14

67 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study The bathrooms and locker rooms are provided with individual exhausts as required by code. All fans appear to be in fair condition. There are vehicle exhaust fans located throughout the Maintenance Bays. The vehicle exhaust hose reels are tied into a common exhaust header which leads to a utility exhaust fan mounted on the exterior wall. The hose reels look to be in new condition while the outdoor utility exhaust fan shows some rust due to the weathering. There is an abandoned underfloor vehicle exhaust system in the Maintenance Bay. Most of the exhaust fans associated with this underfloor exhaust system have been removed with the exception of one located in the Northeast corner of the Maintenance Bays. There is an exhaust hood with an inline exhaust fan located in the Storage Room. The exhaust hood and fan appear to be in good condition. The Welding Bay has a roof mounted exhaust fan. The condition of the exhaust fan is unknown. C. AIR CONDITIONING: Air conditioning is provided by window air conditioners. There are multiple window air conditioners located throughout the Office Wing and Offices. The window air conditioners appear to be in fair condition. The Offices located in the Maintenance Bays are also provided with split system air conditioners. The indoor units are mounted on the floor and the outdoor units are mounted at grade. D. HVAC SYSTEMS RECOMMENDATIONS: Remove the existing boilers, converters, heaters, fans and window air conditioners. Install new boiler plant consisting of high efficiency condensing hot water boilers with circulating pumps in the Mechanical/Electrical Room. Install roof mounted exhaust fans, natural gas unit heaters and vehicle exhaust fans in the Cherry Hill Annex Maintenance Work Bays and Equipment Training Bays. Install roof mounted exhaust fans and natural gas unit heaters in the Bulk POL Storage Room, Tool Parts Room and Parts Mezzanine. Install exhaust system for Flammable Storage. Install an exhaust system for the Janitors Closet. Install a separate roof mounted packaged air handling unit with hot water heating coils and DX cooling coils to provide thermal comfort and code compliant mechanical ventilation for the General Lecture Hall. Install roof mounted packaged air handling units with hot water heating coils and DX cooling coils to provide thermal comfort and code compliant mechanical ventilation for the remainder of the building. Each space will be provided with a VAV box for comfort controls, Mott MacDonald Page 15

68 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study spaces of similar occupancy and use will be grouped into a zone and provided with a dedicated air handler. Install hot water fin tube radiators along perimeter of building for envelope loads. Install a ductless split-system air conditioner for the Communication Closet. Install a wall mounted exhaust fan and electric unit heaters for the Mechanical/Electrical Room. In order to achieve LEED Silver Certified or equivalent, we will recommend the following credits EA: Enhanced Commissioning, Optimize Energy Performance, Advanced Energy Metering, Enhanced Refrigerant Management; EQ: Enhanced Indoor Air Quality Strategies, Low-Emitting Materials, Construction Indoor Air Quality Management Plan, Indoor Air Quality Assessment, Thermal Comfort, Acoustic Performance. Plumbing System A. DOMESTIC HOT/COLD WATER, SANITARY DRAIN, AND NATURAL GAS SYSTEMS: Cold water is from an underground connection that comes in through the steam pit. There is no backflow preventer on the incoming line. There are three building sewer lines. Domestic hot water is provided from a floor mounted electric domestic hot water heater (DHWH) located in the Mens Bathroom/Shower. The DHWH is covered in insulation but appears to be in fair condition. There are three (3) emergency showers located in the Maintenance Bay that were installed in May All the emergency showers are non-functional. There is a sump pump located within the rear of the Boiler Room. The sump pump is a Goulds Model DVP Cellar Drainer and appears to be functional as there is a low water level in the pump pit. There is also a sump pump located in the steam pit. This sump pump is not functional as the steam pit is flooded. None of the plumbing fixtures within the building are functional, including sinks, water closets, etc. All water connections at the fixtures have been removed and the incoming water line at the building has also been removed. There is natural gas service provided for the boilers, installed in September 1989 as part of the fuel oil conversion of the boilers. The incoming service is provided by PSE&G and is located outside the boiler room. There is a 2 high pressure main that is supplied from Route 130. The storm drainage system consists of a combination of roof drains and gutters. There are some locations where the gutters have been damaged. There are two (2) drain pits located in the Maintenance Bay. One of the drain pits appears to be flooded. Mott MacDonald Page 16

69 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study There are three (3) air compressors located in the Boiler Room, however only two of them are connected to compressed air piping. One compressor appears to serve pneumatic thermostats in the Office Wing and is in new condition. The other compressor appears to serve the shop areas and Building 2 and is in fair condition. B. PLUMBING SYSTEM RECOMMENDATIONS: Remove existing DHWH, sump pump, plumbing fixtures, DHWH, emergency shower and eyewash and water lines. Install new backflow preventer and provide new cold water connection. New 2 cold water service is required on building s east side. Cold water line shall feed the boiler, DHWH, emergency shower and eye wash, fixtures, etc. The existing incoming gas service has sufficient capacity for the new equipment and can remain. Install new gas fired DHWH in the Mechanical/Electrical for the Bathrooms, Lockers, Breakroom, emergency shower and eye wash, etc. Install new emergency shower and eyewash in the Equipment Training Bays, Cherry Hill Annex Maintenance Work Bays and Bulk POL Storage Room. Install new air compressor in Mechanical/Electrical Room, provide compressed air piping to feed a total of six (6) hose reels with pressure regulator and quick disconnects, four (4) in the Cherry Hill Annex Maintenance Work Bays and two (2) in the Equipment Training Bays. Install new liquid and grease lubricating stations for a total of six (6) stations, four (4) in the Cherry Hill Annex Maintenance Work Bays and two (2) in the Equipment Training Bays. Install a liquid and grease lubricating delivery system in the Bulk POL Storage Room. Install new fixtures such as sinks, wall mounted water closets, urinals, deep lavatories, showers, etc. as required. Fire Protection System A. FIRE PROTECTION SYSTEMS: A building wide sprinkler system was installed in March A new 6 water line was provided for the new fire pump assembly located in the Boiler Room which serves the building sprinkler system. Fire pump controls are by Joslyn Clark. The sprinklers provide comprehensive coverage throughout the building, including the Office Wing, Bathrooms, Maintenance Bays, 2 nd Floor Office, etc. B. FIRE PROTECTION RECOMMENDATIONS: Remove existing fire protection system including fire pump and piping. Due to the age of the system and the interior space configuration and use the existing fire protection system cannot be reused. Mott MacDonald Page 17

70 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Install new fire protection system for the building as required by code analysis in Chapter VII. Provide a new fire pump, the fire pump shall be in Fire Pump Room. Fire protection shall be wet pipe system. The Existing 6 fire service is adequate for the new fire protection system. Perform a fire hydrant flow test (at 500 gpm minimum) to determine available pressure and flowrate. Test shall use two fire hydrants near the site. Mott MacDonald Page 18

71 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Electrical System A. ELECTRICAL SERVICE AND DISTRIBUTION The power is off in the building and the operation of electrical powered equipment could not be observed. The Electrical service from PSE&G for Building One is shared with Building Two. Both services are fed from a utility owned pad mount transformer located outside of Building One. This service enters the building from a meter and CT cabinet via a 400A cold sequence utility disconnect located on the exterior of building one. The service to Building One is a 400A, 480/277 volt, three phase, four wire system. The main service switch is a 400A disconnect switch. The service switch feeds a busduct serving panels throughout the building. The service also has a 225A enclosed circuit breaker that feeds the Building One fire pump. The Building Two 200A service disconnect switch is also at this location. The equipment is in fair condition but appears to be beyond its expected useful life. The capacity of the existing electrical service that that serves both Building One and Two is 14VA per square foot. The anticipated power density for Buildings One and Two after the renovation is approximately 16VA per square foot. The electrical service needs to be replaced with a larger service to support the renovation of Buildings One and Two. Lighting, receptacles, and general loads throughout the building are fed from multiple 208/120V, three phase panel boards manufactured by ITE. The panels are fed from the 480V bus duct via dry type transformers throughout the building. The panels are old, in poor to fair condition and beyond their useful life. There is also a 480V, three phase panel manufactured by Empire Switchboard Company in the mechanical room. The panel serves mechanical equipment loads The panel is old, in poor condition and beyond its useful life. The restrooms in the building do not have GFCI protected receptacles adjacent to the sinks as required by current codes. There are other sinks in the building without the code required GFCI protected receptacles adjacent to them. B. LIGHTING The building interior lighting consists of HID, incandescent and fluorescent fixtures. The garage bays have HID type fixtures. There are incandescent fixtures in the mechanical space. The remaining areas have recessed, surface and pendant mounted fluorescent lighting with a mixture of T8 and T12 lamps in these fixtures. The power is off in the building and the operation of the fixtures could not be tested. The exterior of the building utilizes HID fixtures mounted on the face of the building the light the building exterior. The power is off in the building and the operation of the fixtures could not be tested. Mott MacDonald Page 19

72 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Egress lighting throughout the building is provided by wall pack fixtures with battery backup. The egress lighting outside of exit doors is provided by emergency wall pack fixture remote heads. The power is off in the building and the operation of the fixtures could not be tested. The exit signs are a non-powered glow in the dark type and are old and beyond their useful life. C. FIRE ALARM SYSTEM The building has a Fire-Lite Fire Alarm system. There are pull stations and audible visual devices throughout the buildings. The building does not have the coverage required by current code. The system is in fair condition and beyond its useful life. D. ELECTRICAL SYSTEM RECOMMENDATIONS The existing electrical service and distribution is beyond its expected useful life and should be replaced. The electrical service capacity should be increased to support the anticipated loads of Buildings One and Two after the renovation. The existing fire alarm system is beyond its expected useful life and should be replaced. The existing interior lighting fixtures should be replaced with modern energy efficient LED type fixtures. The exterior lighting fixtures on the building should be replaced with modern energy efficient LED type fixtures. The emergency wall pack fixtures should be replaced with new fixtures. Exit Signs should be replaced with new signs. Provide a GFCI receptacles in the restroom to comply with the NEC code. Provide a GFCI receptacles adjacent to the sink adjacent to the hood to comply with the NEC code. Move items away from the front of the panelboards to provide the 30 wide by 36 deep NEC code required working clearance. Provide power requirements to support the proposed mechanical equipment modifications. Provide generator for fire pump emergency power source. Mott MacDonald Page 20

73

74 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Chapter IV BUILDING NO. 2 EXISTING CONDITIONS & RECOMMENDATIONS Mott MacDonald Architects, P.C. Page 22

75 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Architectural/Structural A. GENERAL BUILDING DESCRIPTION The building consists of a brick veneer and CMU exterior bearing wall system and concrete beam and concrete roof deck system. The interior walls consist of CMU partitions. The underside of the deck is exposed in most of the building except for some rooms with acoustical ceiling tile systems. The interior doors consist of hollow metal frames and hollow metal doors. There is an abandoned concrete vault, abandoned paint booth in one of the vehicle bays and a steel framed mezzanine. B. LIFE SAFETY/ CODE The New Jersey Barrier Free Sub-code requires all buildings and their sites to be accessible to individuals with disabilities. These provisions provide for all occupants including employees and visitors. Accessible Entrances Fifty percent of the building s entrances must be accessible. Doors are required to comply with regulations dictating specific constraints in clear floor maneuvering space adjacent to the opening. The height of threshold and installation of compliant hardware also contribute to the technical requirements of an accessible building entrance. None of the building entrances are accessible. There is a raised step at all exterior doors. Interior Accessible Route An interior accessible route is required to connect all portions of the building. The interior accessible route can consist of corridors, floors, ramps, elevators, and clear floor spaces. The route is defined by a 36 clear path, bound by requirements for slope, head height, surface, and protruding objects. The existing rooms in the office area are accessible. The existing restroom is not accessible since the room is too small and does not provide accommodation for wheel chair bound or nonambulatory individuals. Toilet room fixtures and accessories are required to be mounted at prescribed heights within acceptable reach ranges. Clear floor areas provide space for maneuvering. Grab bars help individuals traverse from a seated position to standing and from a wheel chair to a fixture. The second floor Office is not accessible since it is only accessible by a single stair. C. BUILDING INTERIOR: Restroom The Restroom is not ADA compliant. None of the fixtures are accessible. The finishes consist of painted CMU and tile floor. Mott MacDonald Architects, P.C. Page 23

76 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study In general, the finishes are old and dated and have outlived their life expectancy. Offices, Tool Rooms, Work Rooms and Storage Rooms The Offices, Tool Rooms, Work Rooms, and Storage Rooms consist of acoustical ceiling tile systems, vinyl composition tile floors and painted CMU walls. In general, the finishes are old and dated and have outlived their life expectancy. Shop Areas The Shop Areas consist of painted CMU walls, exposed underside of concrete deck and concrete floor slabs. In general, the finishes are old and dated and have outlived their life expectancy. D. STRUCTURAL: The building structure consists of a brick and CMU exterior bearing walls and concrete beams and concrete roof deck. The exposed structure appeared to be in good condition and did not show and signs of damage. E. RECOMMENDATIONS: In general, the Building has lacked maintenance for an extended period. The finishes are worn or water damaged and in poor condition. The current configuration of the building lacks the ability to support the Department of Transportation s needs. It is recommended that the entire building interior be gutted and renovated to suit the Department of Transportation s space program requirements. The exposed structure in the new building layout should be scraped, cleaned and painted. New exterior building entrance landings including ramps should be constructed to allow for ADA compliant entrance into the building. Hazardous Materials The following is based on the Indoor Environmental Quality (IEQ) Study and Hazardous Materials Screening Report dated June 2015 and prepared by The RBA Group, Inc. A. MOLD Microbial growth was found in the rear Office. The growth appears to be from water damage/ water infiltration. Mott MacDonald Architects, P.C. Page 24

77 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study B. LEAD BASED PAINT There is lead based paint present throughout the building. The lower painted areas of the masonry walls contain lead. The paint appears to be in good condition. C. ASBESTOS The existing pipe insulation contains asbestos. All the corrugated paper insulation and fittings tested positive for asbestos. D. PCB s Although not included in the Indoor Environmental Quality (IEQ) Study and Hazardous Material Screening Report the existing fluorescent light bulbs and thermostats contains PCB s. E. HAZARDOUS MATERIAL RECOMMENDATIONS: Mold Water damaged building materials should be removed and disposed by a remediation contractor wearing personal protective equipment and following decontamination procedures. The areas of the building with the presence of mold should be cleaned with antifungal cleaning solutions. Lead Based Paint The existing lead based paint shall remain in the areas where metal stud and gypsum wall board furring are installed. The lead based paint should be encapsulated with new coatings in the Labs and Mechanical Rooms where the surfaces are to remain exposed. Asbestos The asbestos containing pipe insulation should be abated by a NJDOT licensed asbestos abatement contractor. Air Quality The areas of the building with the presence of mold should be cleaned with antifungal cleaning solutions. In general, the entire building should be cleaned after all demolition is complete to remove all dust and debris. PCB s PCB containing materials should be removed and properly disposed of per state regulations. Mott MacDonald Architects, P.C. Page 25

78 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Heating, Ventilation, and Air Conditioning Systems A. HEATING SYSTEM: Heating is provided by a steam heating system. Steam is provided by a steam line from the steam boiler plant in Building One through an underground trench into a steam pit. This steam line then serves the steam unit heaters and other heating equipment in the building. Condensate return is gravity fed to the steam pit back to Building One. The steam and condensate piping appears to be in good condition, with the majority of insulation intact but with some signs of surface rust and missing insulation. There are multiple horizontal steam unit heaters located within the work bays. There is one (1) located in the Wash Room, two (2) located in the Prep Room, and two (2) located in the Drying Room. The unit heaters are controlled by wall mounted thermostats located around the perimeter of building. The unit heaters appear to be original to the building, however they look to be operable with some unit heaters showing signs of rust. There is a ceiling suspended heating and ventilating (HV) unit located in the Paint Shop, above the adjacent storage room. The HV unit has a steam heating coil in a draw-thru configuration. The louvered air intake is located in the exterior above the door in the Offices, while supply ductwork and registers provided heated outside air to the Paint Shop. It is assumed that the HV unit is interlocked with the paint booth exhaust fan to provided tempered makeup air during operation of the paint booth. However, with the installation of the storage room the HV unit is isolated from the paint booth and no longer provides the makeup air it was designed for. The supply fan on the HV looks to be fair and the rest of unit, including ductwork, appears to be in good condition. Within the Offices, Tool Rooms, Work Rooms, etc. there are wall mounted finned tube steam radiators that provide heat to the spaces. The radiators are provided with protective guards and while there are some damaged guards, chipped paint, missing insulation, etc. they are generally in good condition. One radiator in the Tool Room has fallen off the wall supports. B. VENTILATION: Ventilation is provided by natural ventilation through openable windows. There is no mechanical ventilation provided for this building. The use of windows for ventilation is acceptable but not recommended. The Bathrooms are provided with individual exhausts as required by code. There is one (1) wall mounted bathroom exhaust fan in the Bathroom. It appears to be in fair condition. There are vehicle exhaust fans located throughout the building. The vehicle exhaust fans look to be in new condition. Mott MacDonald Page 26

79 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Two of the work bays (Paint Shop and Sand Blast Room) have roof openings which are currently capped. They may have supported exhaust fans at one point. C. AIR CONDITIONING: Air conditioning is provided by window air conditioners. There is one (1) window air conditioner in the Sand Blast Room and two (2) window air conditioners located in the Offices. The window air conditioners appear to be in fair condition, with the exception of the one located in the D. HVAC SYSTEMS RECOMMENDATIONS: Remove the existing steam heating equipment, fans and window air conditioners. Abandon in place existing steam and condensate piping from Building 2. Cap and seal all connections. Install new boiler plant consisting of high efficiency condensing hot water boilers with circulating pumps in the Mechanical/Electrical Room. Install roof mounted exhaust fans and natural gas unit heaters in the Block and Inlet Training Work Bay and the Signage and Landscaping Training Lab. Install exhaust system for Flammable Storage. Install an exhaust system for the Janitors Closet. Install a roof mounted packaged air handling unit with hot water heating coils and DX cooling coils to provide thermal comfort and code compliant mechanical ventilation for the Engineering Computer Lab, Engineering Classroom, Kitchen/Break Room, Conference Room, Open Office, General Classroom and Corridors. Each space will be provided with a VAV box for comfort controls, spaces of similar occupancy and use will be grouped into a zone and provided with a dedicated air handler. Install a separate roof mounted packaged air handling unit with gas fired heating coils and DX cooling coils to provide thermal comfort and code compliant mechanical ventilation for the Men s and Women s Bathrooms and Locker Rooms. Install hot water fin tube radiators along perimeter of building for envelope loads. Install a ductless split-system air conditioner for the Communication Closet. Install a wall mounted exhaust fan and electric unit heaters for the Mechanical/Electrical Room. In order to achieve LEED Silver Certified or equivalent, we recommend the following credits EA: Enhanced Commissioning, Optimize Energy Performance, Advanced Energy Metering, Enhanced Refrigerant Management; EQ: Enhanced Indoor Air Quality Strategies, Low- Emitting Materials, Construction Indoor Air Quality Management Plan, Indoor Air Quality Assessment, Thermal Comfort, Acoustic Performance. Mott MacDonald Page 27

80 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Plumbing System A. DOMESTIC HOT/COLD WATER, SANITARY DRAIN, AND NATURAL GAS SYSTEMS: Cold water is from an underground connection that comes in through the steam pit located in the Wash Room. There is no backflow preventer on the incoming line. The building sewer line exits the south side of the building. Domestic hot water is provided from a wall mounted electric domestic hot water heater (DHWH) located in the Bathroom. The DHWH is covered in insulation but appears to be in fair condition. There are two (2) emergency showers, one located in the Wash Room and one located in the Drying Room. Both emergency showers are non functional. There is a sump pump located within the steam pit, however it is not functional as the steam pit is flooded and the discharge line has been disconnected. None of the plumbing fixtures within the building are functional, including sinks, water closets, etc. All water connections at the fixtures have been removed and the incoming water line at the building has also been removed. There is no natural gas in this building. The storm drainage system consists of roof drains which drain to grade. One of the work bays, specifically the Body Shop, has developed a leak at the roof drain connection and is currently leaking rainwater into the space. Floor drains are located throughout the building, specifically within the work bay areas. Some floor drains have been removed and sealed, the remaining floor drains are not flooded and look functional. There are two (2) air compressors located in the Prep Room. Both air compressors are manufactured by Champion Pneumatic Machinery, Model HR7-8M-1 in 1970 and rated for 25 CFM. Both air compressors look to be in fair condition and were last inspected in B. PLUMBING SYSTEM RECOMMENDATIONS: Remove existing sump pump, plumbing fixtures, DHWH, emergency shower and eyewash and water lines. Provide new 2 cold water service in the Mechanical Room (west side of building). Install new backflow preventer. Cold water line shall feed the DHWH, emergency shower and eye wash, fixtures, etc. Provide new 6 building sewer on West side of building and connect to existing site sanitary main. Mott MacDonald Page 28

81 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Provide new 2 gas service to the west side of the building. PSEG to provide regulator and meter. Install new gas fired DHWH in the Mechanical/Electrical for the Bathrooms, Lockers, Breakroom, etc. Install new air compressor in Mechanical/Electrical Room, provide compressed air piping to feed a total of eight (8) hose reels with pressure regulator and quick disconnects, four (4) in the Block and Inlet Training Lab and four (4) in the Signage and Landscaping Training Lab. Install new fixtures such as sinks, wall mounted water closets, urinals, deep lavatories, showers, etc. as required. Fire Protection System A. FIRE PROTECTION SYSTEMS: There is a sprinkler system installed for the paint booth, with a total of six (6) drop down sprinkler heads located in the paint booth ceiling. Per the as built drawings, this system was installed in September The sprinkler system is fed from a dedicated underground line, it is unclear if the cold water is from the underground main or from another building such as Building One. Pressure gauges indicate that the system is unpressurized and there is no water available within the lines. Inspection tags indicate the sprinkler system was last inspected in B. FIRE PROTECTION RECOMMENDATIONS: Remove existing fire protection system in the paint booth, including all piping and control valves. Install new fire protection system for the building as required by code analysis in Chapter 7. Provide a new fire pump in Fire Pump Room. Sprinklers shall be wet pipe system. The new fire service to Building 2 shall be 6 diameter. Mott MacDonald Page 29

82 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Electrical System A. ELECTRICAL SERVICE AND DISTRIBUTION The power is off in the building and the operation of electrical powered equipment could not be observed. The Electrical service from PSE&G for Building Two is shared with Building One. Both services are fed from a utility owned pad mount transformer located outside of Building One (See Chapter III for more information). The service to Building Two is a 200A, 480/277 volt, three phase, four wire system. The main service switch is a 200A disconnect switch located in Building One. The feeder is then routed in building one to the wall adjacent to Building Two. The feeder runs overhead between Building One and Two. A 200A disconnect switch located at the Building Two north wall serves as the Building Two main disconnect. A main distribution panel manufactured by ITE in the rear bay of Building Two is fed from this feeder. The panel feeds other panels in the building and equipment loads. The equipment is in fair condition and is beyond its expected useful life. The capacity of the existing electrical service that serves Building Two is 11.6VA per square foot. The anticipated power density for Building Two after the renovation is approximately 16VA per square foot. The electrical service needs to be replaced with a larger service to support the renovation of Building Two. The NJDOT requires that the new feeder run underground to Building Two. Lighting, receptacles, and general loads throughout the building are fed from multiple 208/120V, three phase panel boards manufactured by ITE. The panels are fed via dry type transformers. The panels are old, in poor to fair condition and beyond their useful life. There was a DC panel in the front of the building. The panel has cable terminations only. The cables are ran without a raceway to a work bench with DC terminals installed in dimensional lumber. The DC terminals do not appear to be UL listed for this installation. The restroom in the building does not have a GFCI protected receptacle adjacent to the sink as required by current codes. The sink in the rear bay does not have an adjacent GFCI protected receptacle as required by current code. B. LIGHTING The building interior lighting consists of HID, incandescent and fluorescent fixtures. The garage bays have HID type fixtures. The remaining areas have recessed, surface and pendant mounted fluorescent lighting with a mixture of T8 and T12 lamps in these fixtures. The power is off in the building and the operation of the fixtures could not be tested. The exterior of the building has HID fixtures on the face of the building to light the building exterior. The power is off in the building and the operation of the fixtures could not be tested. Mott MacDonald Page 30

83 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Egress lighting in the building is provided by wall pack fixtures with battery backup. The egress doors have emergency wall pack fixture remote heads. The power is off in the building and the operation of the fixtures could not be tested. The exit signs are combination exit sign/wall pack battery backup fixtures. The power was off in the building at the time of observation and therefore not operational. The signs are old and beyond their useful life. C. FIRE ALARM SYSTEM The building does not have a Fire Alarm system. D. ELECTRICAL SYSTEM RECOMMENDATIONS The existing electrical service and distribution is beyond its expected useful life and should be replaced. The electrical service capacity should be increased to support the anticipated loads after the renovation. Install a fire alarm system in the building. The existing interior lighting fixtures should be replaced with modern energy efficient LED type fixtures. The exterior lighting fixtures on the building should be replaced with modern energy efficient LED type fixtures. The emergency wall pack fixtures should be replaced with new fixtures. Exit Signs should be replaced with new signs. Provide a GFCI receptacles in the restroom and near the sink to comply with the NEC code. Provide power requirements to support the proposed mechanical equipment modifications. Mott MacDonald Page 31

84

85 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Chapter V BUILDING NO. 3 EXISTING CONDITIONS & RECOMMENDATIONS Mott MacDonald Architects, P.C. Page 33

86 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Architectural/Structural A. GENERAL BUILDING DESCRIPTION The building consists of a perimeter steel columns and steel truss structural system with multiwythe brick exterior walls. The interior walls consist of a gypsum wall board partitions. The ceilings are acoustical ceiling tile systems. The interior doors consist of hollow metal frames and hollow metal doors. B. LIFE SAFETY/ CODE The New Jersey Barrier Free Sub-code requires all buildings and their sites to be accessible to individuals with disabilities. These provisions provide for all occupants including employees and visitors. Accessible Entrances Fifty percent of the building s entrances must be accessible. Doors are required to comply with regulations dictating specific constraints in clear floor maneuvering space adjacent to the opening. The height of threshold and installation of compliant hardware also contribute to the technical requirements of an accessible building entrance. None of the building entrances are accessible. There is a raised loading dock on the front of the building and a step at the rear door. Interior Accessible Route An interior accessible route is required to connect all portions of the building. The interior accessible route can consist of corridors, floors, ramps, elevators, and clear floor spaces. The route is defined by a 36 clear path, bound by requirements for slope, head height, surface, and protruding objects. The existing rooms in the office area are accessible. The existing restrooms are not accessible since they do not provide accommodation for wheel chair bound or non-ambulatory individuals. Toilet room fixtures and accessories are required to be mounted at prescribed heights within acceptable reach ranges. Clear floor areas provide space for maneuvering. Grab bars help individuals traverse from a seated position to standing and from a wheel chair to a fixture. C. BUILDING INTERIOR: Restroom and Shower Room The Restrooms and Shower Room are not ADA compliant. None of the fixtures are accessible. The finishes consist of painted gypsum wall board and vinyl composition tile floor. In general, the finishes are old and dated and have outlived their life expectancy. Mott MacDonald Architects, P.C. Page 34

87 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Offices, Storage Rooms The Offices, Storage Rooms consist of acoustical ceiling tile and gypsum wall board ceiling systems, vinyl composition tile floors and gypsum wall board walls. There is an epoxy floor coating in the Storage Room. In general, the finishes are old and dated and have outlived their life expectancy. The epoxy floor system has completely failed and is peeling from the concrete floor slab. Storage/ Shop Area The Storage/ Shop Area consists of exposed brick exterior walls and exposed steel trusses with a sectional door at each end of the building. There is also a wire partition tool crib. On the front of the building there is a raised concrete loading dock with a stair to grade. In general, finishes are in fair condition. The exterior concrete loading dock is in poor condition. There is cracking on the vertical concrete wall of the loading dock. The concrete slab of the loading dock is spalled and cracked in many areas. D. STRUCTURAL: The building structure consists of a perimeter steel columns and steel truss structural system with multi-wythe brick exterior walls. The exposed structure appeared to be in good condition and did not show and signs of damage. E. RECOMMENDATIONS: In general, the Building has lacked maintenance for an extended period. The finishes are worn or water damaged and in poor condition. The current configuration of the building lacks the ability to support the Department of Transportation s needs. It is recommended that the entire building interior be gutted and renovated to suit the Department of Transportation s space program requirements. The exposed structure in the new building layout should be scraped, cleaned and painted. The existing loading dock should be removed and replaced with a new concrete loading dock with a stair and ramp for ADA access. New exterior building entrance landings including ramps should be constructed to allow for ADA compliant entrance into the building. Mott MacDonald Architects, P.C. Page 35

88 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Hazardous Materials The following is based on the Indoor Environmental Quality (IEQ) Study and Hazardous Materials Screening Report dated June 2015 and prepared by The RBA Group, Inc. A. MOLD Microbial growth was found on water damaged acoustical ceiling tiles in the Front Office and Lock Room. The growth appears to be from water damage/ water infiltration. B. LEAD BASED PAINT There is lead based paint present on the interior side of the exterior walls in some of the rooms. The paint is damaged in many areas due to water infiltration. C. ASBESTOS The existing window caulking contains asbestos. D. PCB s Although not included in the Indoor Environmental Quality (IEQ) Study and Hazardous Material Screening Report the existing fluorescent light bulbs and thermostats contains PCB s E. HAZARDOUS MATERIAL RECOMMENDATIONS: Mold Water damaged building materials should be removed and disposed by a remediation contractor wearing personal protective equipment and following decontamination procedures. The areas of the building with the presence of mold should be cleaned with antifungal cleaning solutions. Lead Based Paint The existing lead based paint should be removed by a NJDOL licensed lead abatement contractor. Air Quality In general, the entire building should be cleaned after all demolition is complete to remove all dust and debris. PCB s PCB containing materials should be removed and properly disposed of per state regulations. Mott MacDonald Architects, P.C. Page 36

89 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Heating, Ventilation, and Air Conditioning Systems A. HEATING SYSTEM: Heating is provided by a steam heating system. As per as built drawings dated September 1955 a steam line was provided from Building Two (Building Two is fed from Building One) within an underground trench to the existing pump pit. This steam line then serves the steam unit heaters in the building. Condensate is returned to a condensate pump located next to the pump pit (Manufacturer ITT Hoffman Specialty, Model HVS ). There are some signs of visible rust but otherwise the condensate pump is in good condition. The steam and condensate piping appears to be in good condition, with the majority of insulation intact but with some signs of surface rust. The steam supply from Building Two has been cut and capped. There are four (4) vertical steam unit heaters located within the roof trusses of the Shop Area. As built drawings show the unit heaters have a capacity ranging from 245 MBH to MBH. The unit heaters are controlled by wall mounted thermostats located around the perimeter of building. The unit heaters appear to be in good condition. Also, one (1) steam vertical unit heater serves the Office/Gym. As it is located above the ceiling the condition is unknown. There are multiple electric unit heaters located throughout the building, one (1) in the Office/Gym, one (1) in the Shower Room, one (1) in the Bathroom and one (1) in the Office. All electric unit heaters look to be in new condition. B. VENTILATION: Ventilation is provided by natural ventilation through openable windows. There is no mechanical ventilation provided for this building. The use of windows for ventilation is acceptable but not recommended. The bathrooms are provided with individual exhausts as required by code. There is an exhaust register in the Shower Room, assumed to be connected to an exhaust fan. Due to its location above the ceiling its condition or existence could not be verified. There is also one (1) wall mounted bathroom exhaust fan in the Bathroom. It appears to be in fair condition. C. AIR CONDITIONING: Air conditioning is provided by window air conditioners. There is one (1) window air conditioner in the Office/Gym and one (1) window air conditioner in the Office. Both appear to be in fair condition. D. HVAC SYSTEMS RECOMMENDATIONS: Remove the existing steam heating equipment, fans and window air conditioners. Mott MacDonald Page 37

90 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Install roof mounted exhaust fans and natural gas unit heaters in the Receiving and Disposal Shop. Install roof mounted exhaust system and natural gas unit heaters in the Tool/Parts Storage. Install exhaust system for Flammable Storage. Install a grade mounted packaged air handling unit with gas fired heating coils and DX cooling coils to provide thermal comfort and code compliant mechanical ventilation for the Offices, Supervisor s Office, Breakroom, Restrooms and Locker Rooms. The air handling unit will be located at the North wall with a concrete pad and bollards, supply and return ductwork will be ducted through the exterior wall to serve interior spaces. Each space will be provided with a VAV box for comfort controls, spaces of similar occupancy and use will be grouped into a zone and provided with a dedicated air handler. Install a ductless split-system air conditioner for the Communication Closet. Install a wall mounted exhaust fan and electric unit heaters for the Mechanical/Electrical Room. In order to achieve LEED Silver Certified or equivalent, we recommend the following credits EA: Enhanced Commissioning, Optimize Energy Performance, Advanced Energy Metering, Enhanced Refrigerant Management; EQ: Enhanced Indoor Air Quality Strategies, Low- Emitting Materials, Construction Indoor Air Quality Management Plan, Indoor Air Quality Assessment, Thermal Comfort, Acoustic Performance. Plumbing System A. DOMESTIC HOT/COLD WATER, SANITARY DRAIN, AND NATURAL GAS SYSTEMS: There is an existing 1 CW service. There is no backflow preventer on the incoming line. The sanitary drain is connected to the existing underground main sanitary line on the property. Domestic hot water is provided from an electric domestic hot water heaters (DHWH) located in the Bathroom. The DHWH is an A.O. Smith Model EES-52 with a 50 gallon storage tank and a 9,000W coil. The DHWH is not powered and all water connections have been removed. There are two (2) emergency showers, one located next to the storage cage and another in the Shop Area. Both emergency showers are non functional. There is a sump pump located within the pump pit, however it is not functional as the pump pit is flooded. None of the plumbing fixtures within the building are functional, including sinks, water closets, showers, etc. All water connections at the fixtures have been removed and the incoming water line at the building has also been removed. There is no natural gas in this building. Mott MacDonald Page 38

91 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study The storm drainage system consists of gutters and downspouts which drain to grade. Both gutters and downspouts show significant damage. There is one (1) air compressor located in the Shop Area with disconnected compressed air piping. The air compressor looks to be in fair condition with some damage to the belt guard. B. PLUMBING SYSTEM RECOMMENDATIONS: Remove existing sump pump, plumbing fixtures, DHWH, emergency shower and eyewash and water lines. Removing existing incoming 1 cold water line. Provide new 2 cold water service on building North side. Provide new 2 back flow preventer in the Mechanical Room. New cold water line shall feed the DHWH, emergency shower and eye wash, fixtures, etc. Provide new 4 building sewer line on North side of building and connect to site sewer main. Provide new 2 gas service to the building, PSEG will provide regulator and meter assembly. Install new gas fired DHWH in the Mechanical/Electrical for the Bathrooms, Lockers, Breakroom, emergency shower and eye wash, etc. Install new emergency shower and eyewash in the Receiving and Disposal Shop. Install new air compressor in Mechanical/Electrical Room, provide compressed air piping to feed four (4) hose reels with pressure regulator and quick disconnects in the Receiving and Disposal Shop. Install new fixtures such as sinks, wall mounted water closets, urinals, deep lavatories, showers, etc. as required. Fire Protection System A. FIRE PROTECTION SYSTEMS: There are no fire protection systems in this building. B. FIRE PROTECTION RECOMMENDATIONS: Install new fire protection system for the building as required by code analysis in Chapter 7. Provide a new fire pump, the fire pump shall be in Fire Pump Room. Fire protection system shall be wet pipe. The new fire service to the building will be 6 diameter. Mott MacDonald Page 39

92 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Electrical System A. ELECTRICAL SERVICE AND DISTRIBUTION The power is off in the Building and the operation of electrical powered equipment could not be observed. The Electrical service from PSE&G for Building Three is fed from a utility owned pole mounted bank of single phase transformers located outside of Building Three. The utility feed comes from the pole overhead to Building Three. The service to Building Three is a 400A, 208/120V volt, three phase. The utility meter is located on the outside of the Building and has a broken glass cover. The main service disconnect switches are (2) two 200A disconnect switches located inside Building Three. One 200A disconnect switch serves a 225A panelboard LP-1, the other disconnect switch feeds trailer disconnects via an overhead line. Panel LP-1 is manufactured by ITE and feeds loadcenter LP-2, lighting and general building loads. The equipment is in fair condition and is beyond its expected useful life. The capacity of the two (2) existing electrical service switches that serve Building Three is 9VA per square foot for Building Three and 9VA for the exterior trailer disconnect switches. The anticipated power density for Building Three after the renovation is approximately 16VA per square foot. The combined capacity of existing the Building Three service switches is 18VA per square foot and is adequate to support the renovation of Building Three. The existing Building Three service equipment will need to be replaced to utilize the service capacity that previously fed the trailer disconnects, which are being demolished. The NJDOT requires that the overhead utility feed be replaced with an underground feeder to support the renovation of Building Three. Lighting, receptacles, and general loads throughout the building are fed from LP-1 and loadcenter LP-2. Loadcenter LP-2 is manufactured by Siemens in good condition and beyond its useful life. B. LIGHTING The building interior lighting consists of HID, Incandescent a nd fluorescent fixtures. The large open area has fluorescent industrial, fluorescent wraparound and HID fixtures. The remaining areas have recessed troffer and industrial fluorescent lighting with a mixture of T8 and T12 lamps in these fixtures. The power is off in the building and the operation of the fixtures could not be tested. The exterior of the building has HID fixtures on the face of the building to light the building exterior. The power is off in the building and the operation of the fixtures could not be tested. Egress lighting is provided by wall pack fixtures with battery backup. The egress lighting at exterior doors is provided by emergency wall pack fixture remote heads. The power is off in the building and the operation of the fixtures could not be tested. The fixtures are old and beyond their useful life. Mott MacDonald Page 40

93 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study The exit signs are combination exit sign/wall pack with battery backup type. The power was off in the building at the time of observation and therefore not operational. The signs are old and beyond their useful life. C. FIRE ALARM SYSTEM The building does not have a Fire Alarm system. D. ELECTRICAL SYSTEM RECOMMENDATIONS The existing electrical service and distribution is beyond its expected useful life and should be replaced. The existing electrical service equipment should be replaced to utilize the full capacity of the existing service to support Building Three after the renovation. Install a fire alarm system in the building. The existing interior lighting fixtures should be replaced with modern energy efficient LED type fixtures. The exterior lighting fixtures on the building should be replaced with modern energy efficient LED type fixtures. The emergency wall pack fixtures should be replaced with new fixtures. Exit Signs should be replaced with new signs. Have utility meter glass cover replaced. Provide power requirements to support mechanical equipment modifications. Mott MacDonald Page 41

94

95 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Chapter VI SPACE PLANNING Mott MacDonald Architects, P.C. Page 43

96 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Space Planning The following chapter is the program for each room proposed for each Building. See the Space Program chart and Proposed Floor Plans at the end of this chapter. Building No. 1 MAIN OFFICE - Combines the following spaces: General Office and Safety Unit 589 S.F. GENERAL OPEN OFFICE 1. Description: Office space for personnel temporarily stationed at the building. 2. Personnel: 3 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. Service window to the corridor. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. SAFETY UNIT 1. Description: Office space for Safety Training personnel. 2. Personnel: 2 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. Mott MacDonald Architects, P.C. Page 44

97 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. LARGE OFFICE - Combines the following spaces: TSM Unit, Equipment Bureau, Winter Operations and Training Personnel 1,086 S.F. TSM UNIT 1. Description: Office space for TSM Training personnel. 2. Personnel: 2 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. EQUIPMENT BUREAU 1. Description: Office space for Equipment Bureau personnel. 2. Personnel: 4 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system Mott MacDonald Architects, P.C. Page 45

98 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. WINTER OPERATIONS 1. Description: Office space for Equipment Bureau personnel. 2. Personnel: 4 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. TRAINING PERSONNEL 1. Description: Office space for Equipment Bureau personnel. 2. Personnel: 4 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. Mott MacDonald Architects, P.C. Page 46

99 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. RADIO SHOP OFFICE 263 S.F. 1. Description: Office space for Radio Shop personnel. 2. Personnel: 4 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. TRUCK MAINTENANCE SUPERVISOR OFFICE 187 S.F. 1. Description: Office space for Truck Maintenance Supervisor personnel. Office located within the Truck Maintenance Bays. Insulated aluminum windows to view the Maintenance Bays. Mott MacDonald Architects, P.C. Page 47

100 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 2. Personnel: 2 people. 3. Walls: Painted CMU. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with batt insulation on top. 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. COMPUTER TRAINING LAB 765 S.F. 1. Description: Computer training space for operations personnel. 2. Personnel: 24 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Computer workstations. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every workstation location and minimum one receptacle on other walls without desks. Floor receptacles at center workstations. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every workstation location and minimum one jack on other walls without desks. Floor data/telcom outlets at center workstations. 12. Security: None. AUTOMOTIVE TRAINING LAB 669 S.F. Mott MacDonald Architects, P.C. Page 48

101 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 1. Description: Training space for mechanics to do hands on training for hydraulics, electronics and troubleshooting. Aluminum window to view the Automotive Training Classroom. 2. Personnel: 10 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Work benches. Mini-blinds on windows. 5 x5 wire mesh security partition tool crib with 3 gate. Whiteboards. 9. HVAC: Heat and air conditioning. 10. Electrical: 120v quad receptacle every 6 around the entire room and 4-220v receptacles. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack every 10 around the entire room. 12. Security: None. ENGINEERING COMPUTER LAB 434 S.F. 1. Description: Computer training space for Engineering personnel. 2. Personnel: 13 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. Operable partition between Engineering Computer Lab and Engineering Classroom. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. Fill in and patch concrete floor at steam pit. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Computer workstations. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every workstation location and minimum one receptacle on other walls without desks. Floor receptacles at center workstations. Recessed LED 2x4 light fixtures. Mott MacDonald Architects, P.C. Page 49

102 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 11. Communication: One combined data/telcom jack at every workstation location and minimum one jack on other walls without desks. Floor data/telcom outlets at center workstations. 12. Security: None. AUTOMOTIVE TRAINING CLASSROOM 426 S.F. 1. Description: Mechanics training classroom. Aluminum window to view the Automotive Training Lab. 2. Personnel: 13 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Classroom desks and chairs. Mini-blinds on windows. Whiteboards. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack on every wall. 12. Security: None. ENGINEERING CLASSROOM 488 S.F. 1. Description: Engineering classroom. 2. Personnel: 13 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. Operable partition between Engineering Computer Lab and Engineering Classroom. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Classroom desks and chairs. Mini-blinds on windows. Whiteboards. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. Mott MacDonald Architects, P.C. Page 50

103 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 11. Communication: One combined data/telcom jack on every wall. 12. Security: None. SAFETY TRAINING CLASSROOM 509 S.F. 1. Description: Safety training classroom. 2. Personnel: 13 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. Operable partition between Safety Training Classroom and TSM Training Classroom. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Classroom desks and chairs. Mini-blinds on windows. Whiteboards. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack on every wall. 12. Security: None. TSM TRAINING CLASSROOM 502 S.F. 1. Description: TSM training classroom. 2. Personnel: 13 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. Operable partition between Safety Training Classroom and TSM Training Classroom. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Classroom desks and chairs. Mini-blinds on windows. Whiteboards. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack on every wall. Mott MacDonald Architects, P.C. Page 51

104 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 12. Security: None. GENERAL LECTURE HALL 789 S.F. 1. Description: Public assembly space for formal lectures. 2. Personnel: 56 people, 53 fixed seats 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Walls shall be STC-55 rated. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with sound attenuation blanket above. 5. Floor: Carpet Tile. Raised floor system seating risers 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame, STC-55 rated. Painted hollow metal door and frame without vision panel, STC-55 rated at exterior. 8. Furniture/ Equipment: Fully functioning audio visual system including the following: 150 HD motorized projector screen, two ceiling mounted projectors, speakers, microphones, podium and planar video wall. 22 wide floor mounted upholstered fixed audience seating with armrests and 2 removable ADA seats. 9. HVAC: Heat and air conditioning. Separate air conditioning unit for room. 10. Electrical: Minimum two receptacles every wall. Floor receptacle at podium. Recessed dimmable LED 2x4 light fixtures and LED downlights. 11. Communication: One combined data/telcom jack on every wall. Data from projector to podium. Floor data/telcom outlets at podium. 12. Security: Security camera on exterior door. BREAKOUT ROOM 113 S.F. and 115 S.F. (2 rooms) 1. Description: Small meeting room. 2. Personnel: 4 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Walls shall be STC-55 rated. Exterior metal stud furring shall be insulated. Operable partition between two Breakout Rooms. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with sound attenuation blanket above. 5. Floor: Carpet Tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame, STC-55 rated. Mott MacDonald Architects, P.C. Page 52

105 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 8. Furniture/ Equipment: Small conference room table and chairs. Mini-blinds on windows. Whiteboard. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum one receptacle every wall. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack on every wall. 12. Security: None. AUDIO/ VISUAL STUDIO 154 S.F. 1. Description: Space to record video and audio. 2. Personnel: 3 people 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Walls shall be STC-55 rated. Exterior metal stud furring shall be insulated. Paint one wall with Video/Studio green Chroma Key. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with sound attenuation blanket above. 5. Floor: Carpet Tile. Raised floor system seating risers 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame, STC-55 rated. 8. Furniture/ Equipment: Fully functioning audio and video recording system. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum two receptacles every wall except Chroma Key wall. Recessed dimmable LED 2x4 light fixtures and LED downlights. 11. Communication: One combined data/telcom jack on every wall except Chroma Key wall. 12. Security: None. INTERVIEW ROOM 261 S.F. 1. Description: Room for interviewing applicants. 2. Personnel: 8 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. Mott MacDonald Architects, P.C. Page 53

106 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 8. Furniture/ Equipment: Classroom desks and chairs. Mini-blinds on windows. Whiteboards. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack on every wall. 12. Security: None. EQUIPMENT TRAINING WORK BAY 2,062 S.F. (2 work bays) 1. Description: Work bays for mechanics to train repairing vehicles. 2. Personnel: 13 people. 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame with vision panel. Exterior painted hollow metal door and frame with vision panel. One motorized sectional door in the existing opening and one motorized sectional door in new opening. New door shall match the adjacent door size. Electrified lockset with building access system with key fobs at exterior door. 8. Furniture/ Equipment: 12 x11 wire mesh security partition tool crib with 3 gate. 9. HVAC: Heat, general ventilation and vehicle exhaust system. 10. Plumbing: Liquid and grease lubricating system station with multiple hose reels. One station per bay. Fluids to include: grease, automatic transmission fluid, hydraulic fluid, 2-oil weights, anti-freeze and water. One compressed air piping, pressure regulator and quick disconnect on each wall and one compressed are hose reel next to each liquid and grease lubricating system station. Semicircular wash fountain. Emergency shower and eye wash. 11. Electrical: Minimum 120v receptacles at 6 on every wall. Two 240v receptacles on every wall. High-bay LED light fixtures. 12. Communication: One combined data/telcom jack on every wall. 13. Security: Security camera on exterior doors. CHERRY HILL GARAGE ANNEX WORK BAY 3,833 S.F. (4 work bays) 1. Description: Work bays for mechanics to repairing vehicles. 2. Personnel: 15 people. 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. Mott MacDonald Architects, P.C. Page 54

107 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame with vision panel. Exterior painted hollow metal door and frame with vision panel. One motorized sectional door in the existing opening and one motorized sectional door in new opening. New door shall match the adjacent door size. Electrified lockset with building access system with key fobs at exterior door. 8. Furniture/ Equipment: Stair to mezzanine. Install a new bridge crane hoist on the existing bridge crane system. Replace all controls, stops and busbar system. 9. HVAC: Heat, general ventilation and vehicle exhaust system. Two exhaust hoods at Welding Area. 10. Plumbing: Liquid and grease lubricating system station with multiple hose reels. One station per bay. Fluids to include: grease, automatic transmission fluid, hydraulic fluid, 2-oil weights, anti-freeze and water. One compressed air piping, pressure regulator and quick disconnect on each wall and one compressed are hose reel next to each liquid and grease lubricating system station. Semicircular wash fountain. Emergency shower and eye wash. 11. Electrical: Minimum 120v receptacles at 6 on every wall. Two 240v receptacles on every wall. Additional two 240v receptacles at welding area. High-bay LED light fixtures. 12. Communication: One combined data/telcom jack on every wall. 13. Security: Security camera on exterior doors. TOOL AND PARTS ROOM 339 S.F. 1. Description: Tool and parts room located within the Cherry Hill Garage Annex Work Bay with a service counter. 2. Personnel: 2 people. 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame with vision panel. 8 x8 motorized roll-up door into the Equipment Training Bay. Roll-up counter door with a stainless steel countertop. 8. Furniture/ Equipment: Tool and parts storage shelving. 9. HVAC: Heat and ventilation. 10. Electrical: One 120v receptacle on every wall. Surface mounted LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack next to service counter. Mott MacDonald Architects, P.C. Page 55

108 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 12. Security: None. PARTS MEZZANINE 503 S.F. 1. Description: Parts storage mezzanine above the Tool and Parts Room and the Equipment Training Bay tool crib. 2. Personnel: 2 people. 3. Structural System: CMU bearing walls and steel columns and beams. Concrete and metal composite deck. Steel pan stairs with concrete infill with steel guardrails and handrails. 4. Walls: Epoxy painted CMU walls. On Equipment Training Bay side, painted steel guardrails with one removable section with wire mesh security partitions on outside of the guardrail and a double gate at the removable guardrail section. 5. Ceiling: None. Paint underside of existing deck. 6. Floor: Epoxy floor system. 7. Floor Base: None. 8. Doors: Painted hollow metal door and frame with vision panel. 9. Furniture/ Equipment: Parts storage shelving. 10. HVAC: Heat and ventilation. 11. Electrical: One 120v receptacle on every wall. High-bay LED light fixtures. 12. Communication: None. 13. Security: None. KITCHEN/ BREAKROOM 483 S.F. 1. Description: Breakroom for staff. 2. Personnel: 16 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Kitchen tables and chairs. Mini-blinds on windows. Upper and lower kitchen cabinets with corian countertop and backspash. Two refrigerators. 9. HVAC: Heat and air conditioning. 10. Plumbing: Stainless steel under mount sink at countertop. Mott MacDonald Architects, P.C. Page 56

109 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 11. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at countertop. 12. Communication: One combined data/telcom jack on every wall. 13. Security: None. MEN S RESTROOM 360 S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. Ceramic wall tile wainscot to five feet above the finished floor 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Prefinished metal toilet partitions and urinal screens with stainless steel toilet accessories. 7. HVAC: Heat and air conditioning. 8. Plumbing: Wall mounted water closets, urinals and deep lavatories. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at every lavatory. 10. Communication: None. 11. Security: None. WOMEN S RESTROOM 221 S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. Ceramic wall tile wainscot to five feet above the finished floor 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Prefinished metal toilet partitions with stainless steel toilet accessories. 7. HVAC: Heat and air conditioning. 8. Plumbing: Wall mounted water closets and deep lavatories. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at every lavatory. 10. Communication: None. Mott MacDonald Architects, P.C. Page 57

110 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 11. Security: None. MEN S LOCKER ROOM 248S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. Ceramic wall tile floor to ceiling in shower areas 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system. Painted moisture resistant gypsum wall board and metal framing ceilings above showers. 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Twenty-four 12 wide x 18 deep x 72 high single tier prefinished metal lockers with sloped top and solid base. Stainless steel shower accessories including fold down seat at ADA shower. 7. HVAC: Heat and air conditioning. 8. Plumbing: Showers. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. 10. Communication: None. 11. Security: None. WOMEN S LOCKER ROOM 119 S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. Ceramic wall tile floor to ceiling in shower areas 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system. Painted moisture resistant gypsum wall board and metal framing ceilings above showers. 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Six 12 wide x 18 deep x 72 high single tier prefinished metal lockers with sloped top and solid base. Stainless steel shower accessories including fold down seat at ADA shower. 7. HVAC: Heat and air conditioning. 8. Plumbing: Showers. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. 10. Communication: None. 11. Security: None. Mott MacDonald Architects, P.C. Page 58

111 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study JANITOR S CLOSET 38 S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. 2. Ceiling: Painted moisture resistant gypsum wall board and metal framing ceiling. 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Mop/ broom holder. 7. HVAC: Heat and air conditioning. 8. Plumbing: 24 x24 mop sink. 9. Electrical: One GFCI receptacle. Recessed LED 2x2 light fixture. 10. Communication: None. 11. Security: None. COMMUNICATION CLOSET 25 S.F. 1. Description: Room for communication equipment server rack. 2. Personnel: None. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: Server rack. 9. HVAC: Separate air conditioning unit. 10. Electrical: Minimum four quad receptacles. Recessed LED 2x2 light fixture. 11. Communication: Server rack. 12. Security: None. BULK POL STORAGE ROOM 172 S.F. 1. Description: Storage room for 55 gallon drums and pumping system for the liquid and grease lubricating dispensing system. 2. Personnel: None Mott MacDonald Architects, P.C. Page 59

112 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. The existing steam pit will be abandoned and the area filled in to raise the new concrete floor to the exterior pavement elevation to allow fork lifts to deliver and remove 55 gallon drums. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame into the Mechanical Room. 6-6 wide x 8 high exterior motorized sectional door in a new exterior opening. 8. Furniture/ Equipment: Drum spill containment pallet at each 55 gallon drum. 9. HVAC: Heat and general ventilation. 10. Plumbing: Liquid and grease lubricating delivery system. Fluids to include: grease, automatic transmission fluid, hydraulic fluid, 2-oil weights, anti-freeze and water. System for 9 total supply fluids. Emergency shower and eye wash. 11. Electrical: Minimum 120v receptacles on every wall. Industrial pendant LED light fixtures. 12. Communication: None. 13. Security: Security camera on exterior doors. FLAMMABLE STORAGE ROOM 45 S.F. 1. Description: Flammable liquid storage room. 2. Personnel: None 3. Walls: Epoxy painted CMU walls. 4. Ceiling: Painted concrete ceiling/deck. 5. Floor: Epoxy floor system. The existing area filled in to raise the new concrete floor to the Cherry Hill Annex Maintenance Work Bay elevation. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: Two 43 wide x 18 deep x 65 high flammable storage cabinets. 9. HVAC: Exhaust. 10. Electrical: Industrial pendant LED light fixtures. 11. Communication: None. 12. Security: None. FLAMMABLE STORAGE ROOM 45 S.F. 1. Description: Flammable liquid storage room. Mott MacDonald Architects, P.C. Page 60

113 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 2. Personnel: None 3. Walls: Epoxy painted CMU walls. 4. Ceiling: Painted concrete ceiling/deck. 5. Floor: Epoxy floor system. The existing area filled in to raise the new concrete floor to the Cherry Hill Annex Maintenance Work Bay elevation. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: Two 43 wide x 18 deep x 65 high flammable storage cabinets. 9. HVAC: Exhaust. 10. Electrical: Industrial pendant LED light fixtures. 11. Communication: None. 12. Security: None. MECHANICAL/ ELECTRICAL ROOM 569 S.F. 1. Description: Mechanical and electrical equipment room. 2. Personnel: None 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. Concrete housekeeping pads for all equipment. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. Electrified lockset with building access system with key fobs at exterior doors. 8. Furniture/ Equipment: None. 9. HVAC: Heat and general ventilation. 10. Plumbing: Air compressor. Mechanical system feeds. 11. Electrical: 120v receptacles for equipment service. Industrial pendant LED light fixtures. 12. Communication: None. 13. Security: Security camera on exterior door. FIRE PUMP ROOM 100 S.F. 1. Description: Fire pump and equipment room. 2. Personnel: None 3. Walls: Epoxy painted CMU walls. Mott MacDonald Architects, P.C. Page 61

114 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. Concrete housekeeping pads for all equipment. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: None. 9. HVAC: Heat and general ventilation. 10. Plumbing: Water service to feed fire pump. 11. Electrical: 120v receptacles for equipment service. Industrial pendant LED light fixtures. Fire pump power must be fed in front of the service disconnect. 12. Communication: None. 13. Security: None. CORRIDORS 1. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 2. Ceiling: Acoustical ceiling tile and exposed T-grid system 3. Floor: Vinyl composition tile. 4. Floor Base: Vinyl base. 5. Doors: Aluminum door and frame exterior entrance and vestibule doors. Electrified lockset with building access system with key fobs at exterior doors. 6. Furniture/ Equipment: None. 7. HVAC: Heat and air conditioning. 8. Electrical: Receptacles for maintenance. Recessed LED 2x2 light fixtures. 9. Communication: None. 10. Security: Building access system for electrified locksets on exterior doors with key fobs. Building No. 2 OPEN OFFICE 1,428 S.F. 1. Description: Office space for personnel stationed at the building. 2. Personnel: 12 people. Mott MacDonald Architects, P.C. Page 62

115 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Carpet tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One power whip at every systems furniture section and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One data/telcom whip at every systems furniture section and minimum one jack on other walls without desks. 12. Security: None. ELECTRICAL TRAINING LAB 567 S.F. 1. Description: Training space for electricians to do hands on training on highway lighting, controllers, traffic signals, etc. Aluminum window to view the Electrical Training Classroom. 2. Personnel: 10 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. Operable partition between Electrical Training Lab and Electrical Training Classroom. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. Exterior motor operated insulated roll-up door for fork lift access required. 8. Furniture/ Equipment: Work benches. Mini-blinds on windows. Whiteboards. 9. HVAC: Heat and air conditioning. 10. Electrical: 120v quad receptacle every 6 around the entire room and 4-220v receptacles. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack every 10 around the entire room. 12. Security: Security camera on exterior roll-up door. ELECTRICAL TRAINING CLASSROOM 481 S.F. Mott MacDonald Architects, P.C. Page 63

116 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 1. Description: Electricians training classroom. Aluminum window to view the Electrical Training Lab. 2. Personnel: 13 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. Operable partition between Electrical Training Lab and Electrical Training Classroom. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Classroom desks and chairs. Mini-blinds on windows. Whiteboards. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack on every wall. 12. Security: None. GENERAL CLASSROOM 1,430 S.F. 1. Description: Classroom for use by various DOT groups. 2. Personnel: 55 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. Two operable partition to break the room into three smaller classrooms. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. Painted hollow metal door and frame on exterior. 8. Furniture/ Equipment: Classroom desks and chairs. Mini-blinds on windows. Four whiteboards (one in each space with partition closed). 150 HD motorized projector screen, ceiling mounted projector. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack on every wall. 12. Security: Security camera on exterior door. Mott MacDonald Architects, P.C. Page 64

117 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study CONFERENCE ROOM 295 S.F. (2 rooms) 1. Description: Meeting room. 2. Personnel: 10 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Walls shall be STC-55 rated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with sound attenuation blanket above. 5. Floor: Carpet Tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame, STC-55 rated. 8. Furniture/ Equipment: Conference room table and chairs. Whiteboard. 9. HVAC: Heat and air conditioning. 10. Electrical: Minimum one receptacle every wall. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack on every wall. 12. Security: None. SIGNAGE AND LANDSCAPING TRAINING WORK BAY 1,999 S.F. 1. Description: Signage and landscaping training room. 2. Personnel: 13 people. 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame with vision panel. Exterior painted hollow metal door and frame with vision panel. One motorized sectional door in the existing opening. Electrified lockset with building access system with key fobs at exterior doors. 8. Furniture/ Equipment: Work benches. 9. HVAC: Heat and general ventilation. 10. Plumbing: Four compressed air piping, pressure regulator and quick disconnect with hose reel. Semicircular wash fountain. 11. Electrical: Minimum 120v receptacles at 6 on every wall. Two 240v receptacles on every wall. High-bay LED light fixtures. 12. Communication: One combined data/telcom jack on every wall. Mott MacDonald Architects, P.C. Page 65

118 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 13. Security: Security camera on exterior doors. BLOCK AND INLET TRAINING WORK BAY 1,908 S.F. 1. Description: Block and inlet training room. 2. Personnel: 13 people. 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame with vision panel. Exterior painted hollow metal door and frame with vision panel. Three motorized sectional door in the existing opening. Electrified lockset with building access system with key fobs at exterior doors. 8. Furniture/ Equipment: Work benches. 9. HVAC: Heat and general ventilation. 10. Plumbing: Four compressed air piping, pressure regulator and quick disconnect with hose reel. Semicircular wash fountain. 11. Electrical: Minimum 120v receptacles at 6 on every wall. Two 240v receptacles on every wall. High-bay LED light fixtures. 12. Communication: One combined data/telcom jack on every wall. 13. Security: Security camera on exterior doors. KITCHEN/ BREAKROOM 481 S.F. 1. Description: Breakroom for staff. 2. Personnel: 20 people. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Kitchen tables and chairs. Mini-blinds on windows. Upper and lower kitchen cabinets with corian countertop and backspash. One refrigerator. 9. HVAC: Heat and air conditioning. 10. Plumbing: Stainless steel under mount sink at countertop. Mott MacDonald Architects, P.C. Page 66

119 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 11. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at countertop. 12. Communication: One combined data/telcom jack on every wall. 13. Security: None. MEN S RESTROOM 232 S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. Ceramic wall tile wainscot to five feet above the finished floor 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Prefinished metal toilet partitions and urinal screens with stainless steel toilet accessories. 7. HVAC: Heat and air conditioning. 8. Plumbing: Wall mounted water closets, urinals and deep lavatories. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at every lavatory. 10. Communication: None. 11. Security: None. WOMEN S RESTROOM 235 S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. Ceramic wall tile wainscot to five feet above the finished floor 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Prefinished metal toilet partitions with stainless steel toilet accessories. 7. HVAC: Heat and air conditioning. 8. Plumbing: Wall mounted water closets and deep lavatories. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at every lavatory. 10. Communication: None. Mott MacDonald Architects, P.C. Page 67

120 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 11. Security: None. MEN S LOCKER ROOM 229 S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. Ceramic wall tile floor to ceiling in shower areas 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system. Painted moisture resistant gypsum wall board and metal framing ceilings above showers. 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Twenty 12 wide x 18 deep x 72 high single tier prefinished metal lockers with sloped top and solid base. Stainless steel shower accessories including fold down seat at ADA shower. 7. HVAC: Heat and air conditioning. 8. Plumbing: Showers. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. 10. Communication: None. 11. Security: None. WOMEN S LOCKER ROOM 145 S.F. 12. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. Ceramic wall tile floor to ceiling in shower areas 1. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system. Painted moisture resistant gypsum wall board and metal framing ceilings above showers. 2. Floor: Ceramic mosaic tiles. 3. Floor Base: Ceramic tile. 4. Doors: Painted hollow metal door and frame. 5. Furniture/ Equipment: Ten 12 wide x 18 deep x 72 high single tier prefinished metal lockers with sloped top and solid base. Stainless steel shower accessories including fold down seat at ADA shower. 6. HVAC: Heat and air conditioning. 7. Plumbing: Showers. 8. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. 9. Communication: None. 10. Security: None. Mott MacDonald Architects, P.C. Page 68

121 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study JANITOR S CLOSET 56 S.F. 1. Walls: Painted moisture resistant gypsum wall board and metal stud partitions with sound attenuation blankets. 2. Ceiling: Painted moisture resistant gypsum wall board and metal framing ceiling. 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Mop/ broom holder. 7. HVAC: Heat and air conditioning. 8. Plumbing: 24 x24 mop sink. 9. Electrical: One GFCI receptacle. Recessed LED 2x4 light fixtures. 10. Communication: None. 11. Security: None. COMMUNICATION CLOSET 50 S.F. 1. Description: Room for communication equipment server rack. 2. Personnel: None. 3. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: Server rack. 9. HVAC: Separate air conditioning unit. 10. Electrical: Minimum four quad receptacles. Recessed LED 2x2 light fixture. 11. Communication: Server rack. 12. Security: None. FLAMMABLE STORAGE ROOM 31 S.F. 1. Description: Flammable liquid storage room. 2. Personnel: None Mott MacDonald Architects, P.C. Page 69

122 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 3. Walls: Epoxy painted CMU walls. 4. Ceiling: Painted concrete ceiling/deck. 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: Two 43 wide x 18 deep x 65 high flammable storage cabinets. 9. HVAC: Exhaust. 10. Electrical: Industrial pendant LED light fixtures. 11. Communication: None. 12. Security: None. MECHANICAL/ ELECTRICAL ROOM 215 S.F. 1. Description: Mechanical and electrical equipment room. 2. Personnel: None 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. Concrete housekeeping pads for all equipment. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. Electrified lockset with building access system with key fobs at exterior doors. 8. Furniture/ Equipment: None. 9. HVAC: Heat and general ventilation. 10. Plumbing: Air compressor. Mechanical system feeds. 11. Electrical: 120v receptacles for equipment service. Industrial pendant LED light fixtures. 12. Communication: None. 13. Security: Security camera on exterior door. FIRE PUMP ROOM 50 S.F. 1. Description: Fire pump and equipment room. 2. Personnel: None 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. Concrete housekeeping pads for all equipment. Mott MacDonald Architects, P.C. Page 70

123 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: None. 9. HVAC: Heat and general ventilation. 10. Plumbing: Water service to feed fire pump. 11. Electrical: 120v receptacles for equipment service. Industrial pendant LED light fixtures. Fire pump power must be fed in front of the service disconnect. 12. Communication: None. CORRIDORS 1. Walls: Painted gypsum wall board and metal stud partitions with sound attenuation blankets. Exterior metal stud furring shall be insulated. 2. Ceiling: Acoustical ceiling tile and exposed T-grid system 3. Floor: Vinyl composition tile. 4. Floor Base: Vinyl base. 5. Doors: Aluminum door and frame exterior entrance and vestibule doors. Electrified lockset with building access system with key fobs at exterior doors. 6. Furniture/ Equipment: None. 7. HVAC: Heat and air conditioning. 8. Electrical: Receptacles for maintenance. Recessed LED 2x2 light fixtures. 9. Communication: None. 10. Security: Building access system for electrified locksets on exterior doors with key fobs. Building No. 3 SUPERVISOR OFFICE 204 S.F. 1. Description: Office for Supervisors. Aluminum window to view the Receiving and Disposal Shop. 2. Personnel: 2 people. 3. Walls: Painted gypsum wall board and metal stud partitions with insulation. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with batt insulation above. 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. Mott MacDonald Architects, P.C. Page 71

124 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 7. Doors: Painted hollow metal door and frame with vision panel. Electrified lockset with building access system with key fobs at exterior doors. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: Security camera on exterior door. OFFICE 328 S.F. 1. Description: Office for shop workers. Aluminum window to view the Receiving and Disposal Shop. 2. Personnel: 5 people. 3. Walls: Painted gypsum wall board and metal stud partitions with insulation. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with batt insulation above. 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Systems furniture or conventional office furniture. Mini-blinds on windows. 9. HVAC: Heat and air conditioning. 10. Electrical: One receptacle every desk location and minimum one receptacle on other walls without desks. Recessed LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack at every desk location and minimum one jack on other walls without desks. 12. Security: None. RECEIVING AND DISPOSAL SHOP 4,238 S.F. 1. Description: Shop for the intake of new equipment and installing DOT required accessories. Removal of DOT accessories for the disposal of old equipment. 2. Personnel: 7 people. 3. Walls: Epoxy painted CMU and brick walls. Mott MacDonald Architects, P.C. Page 72

125 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 4. Ceiling: None. Paint underside of existing deck and steel trusses. 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame with vision panel. Exterior painted hollow metal doors and frames with vision panel. Two motorized section doors in the existing openings and two new 14 wide x 10 high motorized sectional doors in new openings. The existing structure is too low to allow the requested 14 high door. Electrified lockset with building access system with key fobs at exterior doors. 8. Furniture/ Equipment: Work benches and computer station. Exterior dock leveler. 9. HVAC: Heat and general ventilation. 10. Plumbing: Four compressed air piping, pressure regulator and quick disconnect with hose reel. Semicircular wash fountain. Emergency shower and eye wash. 11. Electrical: Minimum 120v receptacles at 6 on every wall. Three 240v receptacles. High-bay LED light fixtures. 12. Communication: One combined data/telcom jack at computer station. 13. Security: Security camera on exterior doors. TOOL AND PARTS STORAGE 473 S.F. 1. Description: Tool and parts crib located within the Receiving and Disposal Shop. 2. Personnel: 1 person. 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck and steel trusses. 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Wire mesh security 6 gate. 8. Furniture/ Equipment: Tool and parts storage shelving. Wire mesh security partitions to underside of trusses. Infill between trusses with wire mesh security partitions. Security bars on windows. 9. HVAC: Heat and ventilation. 10. Electrical: One 120v receptacle on every wall. Surface mounted LED 2x4 light fixtures. 11. Communication: One combined data/telcom jack next to computer station. 12. Security: None. KITCHEN/ BREAKROOM 269 S.F. 1. Description: Breakroom for staff. Mott MacDonald Architects, P.C. Page 73

126 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 2. Personnel: 25 people. 3. Walls: Painted gypsum wall board and metal stud partitions with batt insulation. Exterior metal stud furring shall be insulated. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with batt insulation above. 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame with vision panel. 8. Furniture/ Equipment: Kitchen tables and chairs. Mini-blinds on windows. Upper and lower kitchen cabinets with corian countertop and backspash. One refrigerator. 9. HVAC: Heat and air conditioning. 10. Plumbing: Stainless steel under mount sink at countertop. 11. Electrical: Minimum two receptacles every wall. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at countertop. 12. Communication: One combined data/telcom jack on every wall. 13. Security: None. MEN S RESTROOM 124 S.F. 1. Walls: Painted CMU. Ceramic wall tile wainscot to five feet above the finished floor 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system with batt insulation above. 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Prefinished metal toilet partitions and urinal screens with stainless steel toilet accessories. 7. HVAC: Heat and air conditioning. 8. Plumbing: Wall mounted water closets, urinals and deep lavatories. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at every lavatory. 10. Communication: None. 11. Security: None. MEN S LOCKER ROOM 118 S.F. 1. Walls: Painted CMU. Ceramic wall tile floor to ceiling in shower areas Mott MacDonald Architects, P.C. Page 74

127 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system with batt insulation above. Painted moisture resistant gypsum wall board and metal framing ceilings above showers. 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Fifteen 12 wide x 18 deep x 72 high single tier prefinished metal lockers with sloped top and solid base. Stainless steel shower accessories including fold down seat at ADA shower. 7. HVAC: Heat and air conditioning. 8. Plumbing: Showers. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. 10. Communication: None. 11. Security: None. WOMEN S RESTROOM/ LOCKER ROOM 166 S.F. 1. Walls: Painted CMU. Ceramic wall tile wainscot to five feet above the finished floor 2. Ceiling: Moisture resistant acoustical ceiling tile and exposed T-grid system with batt insulation above. 3. Floor: Ceramic mosaic tiles. 4. Floor Base: Ceramic tile. 5. Doors: Painted hollow metal door and frame. 6. Furniture/ Equipment: Prefinished metal toilet partitions with stainless steel toilet accessories. Six 12 wide x 18 deep x 72 high single tier prefinished metal lockers with sloped top and solid base. Stainless steel shower accessories including fold down seat at ADA shower. 7. HVAC: Heat and air conditioning. 8. Plumbing: Wall mounted water closets and deep lavatories. 9. Electrical: One service receptacle. Recessed LED 2x4 light fixtures. GFCI 120v receptacles at every lavatory. 10. Communication: None. 11. Security: None. COMMUNICATION CLOSET 12 S.F. 1. Description: Room for communication equipment server rack. Mott MacDonald Architects, P.C. Page 75

128 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 2. Personnel: None. 3. Walls: Painted gypsum wall board and metal stud partitions with batt insulation. 4. Ceiling: Acoustical ceiling tile and exposed T-grid system with batt insulation above. 5. Floor: Vinyl composition tile. 6. Floor Base: Vinyl base. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: Server rack. 9. HVAC: Separate air conditioning unit. 10. Electrical: Minimum two quad receptacles. Recessed LED 2x2 light fixture. 11. Communication: Server rack. 12. Security: None. FLAMMABLE STORAGE ROOM 31 S.F. 1. Description: Flammable liquid storage room. 2. Personnel: None 3. Walls: Epoxy painted CMU walls. 4. Ceiling: Painted concrete ceiling/deck. 5. Floor: Epoxy floor system. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: Two 43 wide x 18 deep x 65 high flammable storage cabinets. 9. HVAC: Exhaust. 10. Electrical: Industrial pendant LED light fixtures. 11. Communication: None. 12. Security: None. MECHANICAL/ ELECTRICAL ROOM 105 S.F. 1. Description: Mechanical and electrical equipment room. 2. Personnel: None 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. Concrete housekeeping pads for all equipment. Mott MacDonald Architects, P.C. Page 76

129 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. Electrified lockset with building access system with key fobs at exterior doors. 8. Furniture/ Equipment: None. 9. HVAC: Heat and general ventilation. 10. Plumbing: Air compressor. Mechanical system feeds. 11. Electrical: 120v receptacles for equipment service. Industrial pendant LED light fixtures. 12. Communication: None. 13. Security: None FIRE PUMP ROOM 54 S.F. 1. Description: Fire pump and equipment room. 2. Personnel: None 3. Walls: Epoxy painted CMU walls. 4. Ceiling: None. Paint underside of existing deck. 5. Floor: Epoxy floor system. Concrete housekeeping pads for all equipment. 6. Floor Base: None. 7. Doors: Painted hollow metal door and frame. 8. Furniture/ Equipment: None. 9. HVAC: Heat and general ventilation. 10. Plumbing: Water service to feed fire pump. 11. Electrical: 120v receptacles for equipment service. Industrial pendant LED light fixtures. Fire pump power must be fed in front of the service disconnect. 12. Communication: None. Mott MacDonald Architects, P.C. Page 77

130 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA 1 BUILDING OPERATIONS/TRAINING/CHERRY HILL GARAGE ANNEX 1.1 OPERATIONS MAIN OFFICE GENERAL OPEN OFFICE Open office area Office Systems Furniture or Conventional Furniture P sf 342 sf SAFETY UNIT OFFICE Safety Office - can be combined with TSM Unit Office. Locate near Safety Training Classroom. Office Systems Furniture or Conventional Furniture P sf 237 sf TSM UNIT OFFICE TSM Office - can be combined with Safety Unit Office. Locate near TSM Training Classroom. Office Systems Furniture or Conventional Furniture P sf 122 sf LARGE OFFICE EQUIPMENT BUREAU OFFICE This space will be for administrative support to individual offices including to do day-to-day clerical work. Office Systems Furniture or Conventional Furniture P sf 263 sf WINTER OPERATIONS OFFICE This space will be for administrative support to individual offices including to do day-to-day clerical work. Office Systems Furniture or Conventional Furniture P sf 263 sf Page 78

131 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA TRAINING PERSONNEL OFFICE This space will be for administrative support to individual offices including to do day-to-day clerical work. Office Systems Furniture or Conventional Furniture P sf 263 sf RADIO SHOP OFFICE This space will be for administrative support to individual offices including to do day-to-day clerical work. Office Systems Furniture or Conventional Furniture P sf 263 sf TRUCK MAINTENANCE SUPERVISOR OFFICE 1.2 TRAINING LABS This space will be for supervisor clerical work. Located inside the Truck Maintenance Bay Office Systems Furniture or Conventional Furniture P sf 187 sf COMPUTER TRAINING LAB Training space for operations personnel in GPS software, weather software, T.I.M.S., etc. Computer Work Stations P sf 765 sf AUTOMOTIVE TRAINING LAB Training space for mechanics to be able to do hands on training for hydraulics, electronics and learn to use software trouble shooting tools. Workbenches, Tool Cage, Whiteboard, 220V and 120V receptacles, Air Conditioning, window into Automotive Training Classroom P sf 669 sf ENGINEERING COMPUTER LAB Training space for mechanics to be able to do hands on training for hydraulics, electronics and learn to use software trouble shooting tools. Coomputer work stations, Air Conditioning P sf 434 sf 1.3 CLASSROOMS Page 79

132 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA AUTOMOTIVE TRAINING CLASSROOM Automotive Training Classroom for mechanics classroom training. Whiteboard, Overhead Projector;Air Conditioning, window into Automotive Training Lab P sf 426 sf ENGINEERING CLASSROOM SAFETY TRAINING CLASSROOM/ LAB Engineering Training Classroom. This space can be located in the same compoud as Operations trianing Whiteboard, Overhead Projector;Air Conditioning, window into Engineering Training Lab Whiteboard, Overhead Projector; Air Conditioning P sf 488 sf P sf 509 sf TSM TRAINING CLASSROOM/ LAB Traing space for incident management and SSP. Whiteboard, Overhead Projector; Air Conditioning P sf 502 sf 1.4 LECTURE/ CONFERENCE GENERAL LECTURE HALL Space for Operations Engineers (and any other Engineering Unit) to learn all the facets and responsibilities of Engineering at NJDOT. This space would also be open for other departments (HR, Civil Rights, OIG, etc) to give training to Operations personnel. Fixed Stadium Seating with Flip Up/Fixed Desk, Projector, motorized screen, podium, raised stage, Sound Control Walls and Doors, Air Conditioning O sf 789 sf BREAKOUT ROOMS Supporting spaces for the Lecture Hall which will allow for personnel to divide and gather into smaller groups for activities. Small conference table and chairs, Air Conditioning P sf, 115 sf 228 sf Page 80

133 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA INTERVIEW ROOM 1.5 TRAINING BAY This space will be dedicated room to interviews between panelist and candidates. Locate near offices. Can also be used as a Meeting Room. Table, Chairs, Sound Control walls and Doors P sf 261 sf EQUIPMENT TRAINING WORK BAY This area is a maintenance training bay for dumptrucks and large quipment. Truck Lifts, Oil and Fluid Dispensers, Lighting, Exhaust Hoses, Compressed Air hose reels, 220V and 120V receptacles, Tool cage O 2 bays 13 1,031 sf 2,062 sf 1.6 CHERRY HILL GARAGE ANNEX CHERRY HILL ANNEX MAINTENANCE WORK BAY This area is a maintenance bay for dumptrucks and large quipment. Truck Lifts, Oil and Fluid Dispensers, Lighting, Exhaust Hoses, Compressed Air hose reels, 220V and 120V receptacles O 4 bays 8 3,833 sf 3,833 sf WELDING AREA Area for welding Welding tables, welding hoods, compressed air hose reels, 220V and 120V recptacles O 1 2 Part of Work Bay Part of Work Bay TOOL AND PARTS ROOM Secure Part and Tool storage Storage shelves, counter and roll-up conter door, roll-up door for deliveries P sf 339 sf PARTS MEZZANINE Secure Part storage Storage shelves P sf 503 sf Page 81

134 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA 1.7 ACCESSORY SPACES KITCHEN /BREAKROOM Referigerator, Microwave, Sink, Upper and Lower Kitchen Cabinets and Countertop, Chairs, Tables, Air Conditioning P sf 483 sf MEN'S RESTROOM Fixture count will be based code requirements Deep Sinks, Water Closets P sf 360 sf MEN'S LOCKEROOM Showers, Lockers P 1 24 Lockers 248 sf 248 sf WOMEN'S RESTROOM Fixture count will be based code requirements Deep Sinks, Water Closets P sf 221 sf WOMEN'S LOCKERROOM Showers, Lockers P 1 6 Lockers 119 sf 119 sf JANITOR'S CLOSET Mop Sink, Mop Rack P 1 38 sf 38 sf 1.8 STUDIO AUDIO/VISUAL STUDIO Studio to record Video Training and Audio Training Studio Lighting, sound control wall and door P sf 154 sf 1.9 MECHANICAL/ MATERIAL SPACES COMMUNICATIONS CLOSET Room for data and telephone equipment. Air Conditioning P 1 25 sf 25 sf Page 82

135 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA BULK POL STORAGE ROOM Bulk Petrolium, Oils and Lubricant storage, dispensing system and waste storage. POL Dispensing System, waste storage and spill containment pallets, roll-up door to exterior P sf 172 sf FLAMABLE STORAGE ROOM Room for flamable storage cabinets for 5 gallon gas cans. P 1 45 sf 45 sf COMPRESSOR ROOM Compressor Room to isolate sound. Compressor can be located in Mechanical Room. Compressor, dryer and concrete housekeeping pads for equipment P 1 Part of Mechanical Room Part of Mechanical Room MECHANICAL AND ELECTRICAL ROOM Mechanical and Electrical equipment room. Concrete housekeeping pads for equipment P sf 569 sf FIRE PUMP ROOM ROOM Fire pump and equipment room. Concrete housekeeping pads for equipment P sf 100 sf Page 83

136 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA 2 BUILDING OPERATIONS/TRAINING 2.1 OPERATIONS OPEN OFFICE 2.2 TRAINING LABS ELECTRICAL TRAINING LAB Training space for electrical titles to be able to do hands on trianing in controllers, traffic signals, highway lighting controllers. Office Systems Furniture or Conventional Furniture Workbenches, Whiteboard, Air Conditioning, window into Electrical Training Classroom, roll-up door to exterior O ,428 sf 1,428 sf P sf 567 sf 2.3 CLASSROOMS 1 GENERAL CLASSROOM General use classroom with operable partitions to break down into smaller classrooms. Operable Partition, Whiteboard, Overhead Projector;Air Conditioning, operable partitions to break into three classrooms P ,430 sf 1,430 sf ELECTRICAL TRAINING CLASSROOM Electrical Training Classroom for classroom training. Whiteboard, Overhead Projector; Air Conditioning, window into Electrical Training Lab P sf 481 sf Page 84

137 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA 2.4 LECTURE/ CONFERENCE 1 CONFERENCE ROOM Supporting Open Office Space. Small conference table and chairs, Air Conditioning P sf 295 sf 2.5 TRAINING BAY SIGNAGE AND LANDSCAPING TRAINING WORK BAY This area is a maintenance training bay for signage and landscaping. Lighting, Compressed Air hose reels, 220V and 120V receptacles, work benches (3) John Deer Mowers (2) Bush/Tree Chippers (4) Walk Behind Mowers (2) Bobcat Skid Steers (1) Backhoe (2) Crafco Crack Sealers (2) Falcon Asphalt Heater (2) Zero Trun Mowers (8) Chainsaws (4) Week Wackers (4) Pole Saws (4)Concrete Saw (4) Backpack Blowers O ,999 sf 1,999 sf BLOCK AND INLET TRAINING WORK BAY This area is a maintenance training bay. This space must be forklift accessible from the exterior. Lighting, Compressed Air hose reels, 220V and 120V receptacles O ,908 sf 1,908 sf Page 85

138 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA 2.6 ACCESSORY SPACES KITCHEN /BREAKROOM Referigerator, Microwave, Sink, Upper and Lower Kitchen Cabinets and Countertop, Chairs, Tables, Air Conditioning P sf 481 sf MEN'S RESTROOM Fixture count will be based code requirements Deep Sinks, Water Closets P sf 232sf MEN'S LOCKEROOM Showers, Lockers P 1 15 Lockers 229 sf 229 sf WOMEN'S RESTROOM Fixture count will be based code requirements Deep Sinks, Water Closets P sf 235 sf WOMEN'S LOCKERROOM Showers, Lockers P 1 10 Lockers 145 sf 145 sf JANITOR'S CLOSET Mop Sink, Mop Rack P 1 56 sf 56 sf 2.7 MECHANICAL/ MATERIAL SPACES COMMUNICATIONS CLOSET Room for data and telephone equipment. Air Conditioning P 1 50 sf 50 sf FLAMABLE STORAGE ROOM Room for flamable storage cabinets for 5 gallon gas cans. P 1 31 sf 31 sf COMPRESSOR ROOM Compressor Room to isolate sound. Compressor can be located in Mechanical Room. Compressor, dryer and concrete housekeeping pads for equipment P 1 Part of Mechanical Room Part of Mechanical Room Page 86

139 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA MECHANICAL AND ELECTRICAL ROOM Mechanical and Electrical equipment room. Concrete housekeeping pads for equipment P sf 215 sf FIRE PUMP ROOM ROOM Fire pump and equipment room. Concrete housekeeping pads for equipment P 1 50 sf 50 sf Page 87

140 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA 3 BUILDING EQUIPMENT/EQUIPMENT RECEIVING & DISPOSAL 3.1 OPERATIONS SUPERVISOR'S OFFICE Desk Chairs, Computers File Storage, Air Conditioning, window into shop P sf 204 sf OPEN OFFICE Cubicles, Desks, Chairs, Computers, File Storage, Air Conditioning, window into shop O sf 328 sf 3.2 SHOP AREA RECEIVING AND DISPOSAL SHOP Space used to intake new equipment and process old equipment for disposal. Lighting, Compressed Air hose reels, 220V and 120V receptacles, Loading Dock with Dock Leveler. 1 Computer station in shop. O 1 7 4,275 sf 4,275 sf TOOL AND PARTS CRIB Secure Part and Tool storage 10' x 10' space. Located inside Receiving and Disposal Shop Storage shelves, caged space, security bars on windows. O sf 473 sf 3.3 ACCESSORY SPACES Page 88

141 SPACE PROGRAM PROJECT TITLE PC NJ DPMC BORDENTOWN TRAINING FACILITY T MM PROJECT NO ARCHITECTS, PC ACTIVITY AND LOCATION RENOVATION OF FUTURE BORDENTOWN NJDOT FACILITY, BORDENTOWN, NEW JERSEY STATUS OF DESIGN Final Study Phase SPACE KEY P = PRIVATE O = OPEN DATE 4/10/2017 ID FUNCTIONAL AREA DESCRIPTION EQUIPMENT SPACE TYPE NO. OF SPACES NO. OF AUTHORIZED PERSONNEL NET AREA TOTAL NET AREA KITCHEN /BREAKROOM Referigerator, Microwave, Sink, Upper and Lower Kitchen Cabinets and Countertop, Chairs, Tables, Air Conditioning P sf 269 sf MEN'S RESTROOM Fixture count will be based code requirements Deep Sinks, Water Closets P sf 124 sf MEN'S LOCKEROOM Fixture count will be based code requirements Deep Sinks, Water Closets, Showers, Lockers P 1 15 Lockers 118 sf 118 sf WOMEN'S RESTROOM/LOCKERROOM Fixture count will be based code requirements Deep Sinks, Water Closets, Showers, Lockers P 1 6 Lockers 166 sf 166 sf 3.4 MECHANICAL/ MATERIAL SPACES COMMUNICATIONS CLOSET Room for data and telephone equipment. Air Conditioning P 1 12 sf 12 sf FLAMABLE STORAGE ROOM Room for flamable storage cabinets for 5 gallon gas cans. P 1 31 sf 31 sf COMPRESSOR ROOM Compressor Room to isolate sound. Compressor can be located in Mechanical Room. Compressor, dryer and concrete housekeeping pads for equipment P 1 Part of Mechanical Room Part of Mechanical Room MECHANICAL AND ELECTRICAL ROOM Mechanical and Electrical equipment room. Concrete housekeeping pads for equipment P sf 105 sf FIRE PUMP ROOM ROOM Fire pump and equipment room. Concrete housekeeping pads for equipment P 1 54 sf 54 sf Page 89

142

143

144

145 Feasibility Assessment and Space Planning Survey at NJDOT Bordentown Training Facility Division of Property Management and Construction DPMC Project No. T A) DESIGN MONTHS B) BIDDING C) BUILDING NO. 1 CONSTRUCTION D) BUILDING NO. 2 CONSTRUCTION E) BUILDING NO. 3 CONSTRUCTION Page 93

146 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Chapter VII CODE ANALYSIS Mott MacDonald Architects, P.C. Page 94

147 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Design Criteria The Uniform Construction Code (NJAC 5:23) Building Subcode (NJAC 5: ) o International Building Code (IBC) 2015 NJ Edition Plumbing Subcode (NJAC 5: ) o National Standard Plumbing Code 2015 Electrical Subcode (NJAC 5: ) o National Electrical Code (NFPA 70) 2014 Energy Subcode (NJAC 5: ) o ASHRAE Mechanical Subcode (NJAC 5: ) o International Mechanical Code 2015 Fuel Gas Subcode (NJAC 5: ) o International Fuel Gas Code 2015 Rehabilitation Subcode NJAC 5:23-6) o NJUCC Subchapter 6 Barrier Free Subcode (Chapter 11 of IBC and NJAC 5:23-7) o ICC/ANSI A Lead Hazard Evaluation and Abatement Subcode (NJAC 5:17) Asbestos Hazard Evaluation and Abatement Subcode (NJAC 5:23-8) Building No. 1 Code Analysis Category: Code or Standard Requirement: Actual Implemented Code/Standard Requirement: 1. Area: 18,870 SF 2. Occupancy Classification: Business Group B (Offices) S-1 Moderate Hazard Storage (Shops) H-2 for Bulk POL Storage Room and Flammable Storage Room B S-1 H-2 3. Construction Type: Type II-B No change 4. Area Limitations: Allowable floor areas B = 92,000 SF Max. per story with automatic sprinkler system S-1 = 70,000 SF Max. per story with automatic sprinkler system H-2 = 7,000 SF B = 11,114 SF S-1 = 7,487 SF H-2 = 270 SF Mott MacDonald Architects, P.C. Page 95

148 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Maximum Height of Building: IBC Section Fire Resistive Requirements: IBC Tables 601 & 602 Required Separation of Occupancies B = 4 stories, 75 feet max S-1 = 3 stories, 75 feet max H-2 = 1 story, 55 feet max B/S-1 = 0 hours S-1/H-2 = 2 hours A/B = 1 hour w/ sprinklers A/S-1 = 1 hour w/ sprinklers Exterior Bearing Walls: 0 hours 0 hours Exterior Non-Bearing Walls 0 hours 0 hours Interior Bearing Walls: 0 hour 0 hours Structural Frame: 0 hours 0 hours Roof construction including supporting beams & joists 0 hours 0 hours 6. Enclosure Protection: Corridor: (1020.1) Accessory Use Area: Mechanical Rooms: 7. Automatic Sprinklers and other Extinguishing Equipment: 8. Fire and Smoke Dampers: 9. Detection Alarm and Communication: B = 1 hour (no sprinkler), 0 hour (sprinkler) S-1 = 1 hour (no sprinkler), 0 hour (sprinkler) 0 hours for use not occupying more than 10% of the area of any floor (IBC ) Furnace rooms w/ equipment over 400 MBH require fire extinguishing system or 1 hour separation. Smoke partition required if partition is not fire rated (IBC Table 509) B = Required for area > 36,000 sf ( ) S-1 = Required for area used for the repair of commercial vehicles exceeding 5,000 sf. ( ) Required in ductwork through 2-hour fire-rated partitions or greater. B = required if occupant load is > 100 people. B = 1 story, 18 feet S-1 = 1 story, 26 feet H-2 = 1 story, 12 feet B/S-1 = 0 hours S-1/H-2 = 2 hours (new CMU walls and concrete roof) A/B = 1 hour A/S-1 = 1 hour 0 hours. Building will have sprinkler system. Truck Maintenance Supervisor Office is <10% of S-1. Assembly space is <10% of B. Mechanical room will have sprinkler system. The existing automatic sprinkler system shall be modified. S-1 sprinkler system required. Ducts penetrating 2 hour rated assemblies shall have fire dampers. Fire detection and alarm system will be Mott MacDonald Architects, P.C. Page 96

149 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 10. Means of Egress, Separation of Means of Egress: Occupant Load: (Table ) Egress Capacity (corridors and doors): ( Minimum Corridor Width: Required with all automatic sprinkler systems. Business = 1 person per 100 SF. Assembly = Fixed seating + 1 person per 15 SF. Storage = 1 person per 500 SF. Mechanical Room = 1 person per 300 SF. Corridors/doors: 0.20 /person Min corridor width: >50 persons = 44 min. Min door width: 28 clear width 44 minimum clear corridor width. (1020.2) calculated 0.2 per occupant is less that minimum required. ( ) provided. Total: 191 people Business: 98 people Assembly: 74 people Storage: 14 people Mechanical Room: 5 people. Minimum 34 clear doors installed. The corridor width is 60. Number of Means of Egress: Minimum Number of Exits or Access to Exits per story: Minimum number of exits per story: 2 exits ( ) There are 3 exits to the exterior from the B occupancy, S occupancy has 1 additional exit per space and A has 1 additional exit per space. Dead End Limits: (1020.4) Business: Shall not exceed 50 ft. Max Travel distance to an exit shall not Longest travel distance: exceed: B = 190 ft Measurement of Travel B = 300 ft for sprinkled buildings. S-1 = 98 ft Distance to Exits: (1017.2) S-1 = 250 ft for sprinkled buildings. H-2 = 96 ft H-2 = 100 ft for sprinkled buildings. Exit doors shall swing in direction of the path of exit travel where the area served has an occupant load of 50 or more. Doors shall swing in the direction of travel in rooms with occupancy of 50 people of more. Exit Door Swing: ( ) Door shall not encroach into corridor more than 7 when fully opened and shall not reduce the corridor width more than one-half when in any other position. (1005.7) 11. Plumbing Fixture Count: Water closets = 6 male and 6 female Men s: 5 water closets, Mott MacDonald Architects, P.C. Page 97

150 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study National Standard Plumbing Code Building No. 2 Lavatories = 5 male and 5 female Drinking fountain = 3 fixtures. Service sink = 1 fixture. 3 urinals, 5 lavatories, 3 showers. Women s: 6 water closets, 5 lavatories, 1 shower. Category: Code or Standard Requirement: Actual Implemented Code/Standard Requirement: 1. Area: 11,915 SF 2. Occupancy Classification: Business Group B (Offices) Assembly Group A-3 (General Classroom) S-1 Moderate Hazard Storage (Labs) H-2 for Flammable Storage Room B A-3 S-1 H-2 3. Construction Type: Type II-B No change 4. Area Limitations: Allowable floor areas Maximum Height of Building: IBC Section Fire Resistive Requirements: IBC Tables 601 & 602 Required Separation of Occupancies B = 92,000 SF Max. per story with automatic sprinkler system A-3 = 38,000 SF Max. per story with automatic sprinkler system S-1 = 70,000 SF Max. per story with automatic sprinkler system H-2 = 7,000 SF B = 4 stories, 75 feet max S-1 = 3 stories, 75 feet max H-2 = 1 story, 55 feet max B/S-1 = 0 hours S-1/H-2 = 2 hours A/B = 1 hour w/ sprinklers A/S-1 = 1 hour w/ sprinklers B = 6,492 SF A-3 = 1,130 SF S-1 = 4,243 SF H-2 = 50 SF Exterior Bearing Walls: 0 hours 0 hours Exterior Non-Bearing Walls 0 hours 0 hours B = 1 story, 20 feet S-1 = 1 story, 20 feet H-2 = 1 story, 12 feet B/S-1 = 0 hours S-1/H-2 = 2 hours (new CMU walls and concrete roof) A/B = 1 hour Mott MacDonald Architects, P.C. Page 98

151 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Interior Bearing Walls: 0 hour 0 hours Structural Frame: 0 hours 0 hours Roof construction including supporting beams & joists 0 hours 0 hours 6. Enclosure Protection: Corridor: (1020.1) Accessory Use Area: Mechanical Rooms: 7. Automatic Sprinklers and other Extinguishing Equipment: 8. Fire and Smoke Dampers: 9. Detection Alarm and Communication: 10. Means of Egress, Separation of Means of Egress: Occupant Load: (Table ) Egress Capacity (corridors and doors): ( B = 1 hour (no sprinkler), 0 hour (sprinkler) S-1 = 1 hour (no sprinkler), 0 hour (sprinkler) 0 hours for use not occupying more than 10% of the area of any floor (IBC ) Furnace rooms w/ equipment over 400 MBH require fire extinguishing system or 1 hour separation. Smoke partition required if partition is not fire rated (IBC Table 509) B = Required for area > 36,000 sf ( ) S-1 = Required for area used for the repair of commercial vehicles exceeding 5,000 sf. ( ) Required in ductwork through 2-hour fire-rated partitions or greater. B = required if occupant load is > 100 people. Required with all automatic sprinkler systems. Business = 1 person per 100 SF. Assembly = 1 person per 15 SF. Storage = 1 person per 500 SF. Mechanical Room = 1 person per 300 SF. Corridors/doors: 0.20 /person Min corridor width: >50 persons = 44 min. Min door width: 28 clear width 0 hours. Building will have sprinkler system. H-2 Flammable Storage Room is <10% of S-1. Mechanical room will have sprinkler system. The existing automatic sprinkler system shall be modified. S-1 sprinkler system required. Ducts penetrating 2 hour rated assemblies shall have fire dampers. Fire detection and alarm system will be provided. Total: 151 people Business: 65 people Assembly: 75 people Storage: 10 people Mechanical Room: 1 people. Minimum 34 clear doors installed. Minimum Corridor Width: 44 minimum clear corridor width. The corridor width is Mott MacDonald Architects, P.C. Page 99

152 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study (1020.2) calculated 0.2 per occupant is less that minimum required. ( ) 60. Number of Means of Egress: Minimum Number of Exits or Access to Exits per story: Minimum number of exits per story: 2 exits ( ) There are 2 exits to the exterior from the B occupancy, S occupancy has 1 additional exit per space and A has 1 additional exit per space. Dead End Limits: (1020.4) Business: Shall not exceed 50 ft. None Travel distance to an exit shall not Longest travel distance: exceed: B = 202 ft Measurement of Travel B = 300 ft for sprinkled buildings. S-1 = 96 ft Distance to Exits: (1017.2) S-1 = 250 ft for sprinkled buildings. H-2 = 77 ft H-2 = 100 ft for sprinkled buildings. Exit Door Swing: ( ) 11. Plumbing Fixture Count: National Standard Plumbing Code Building No. 3 Exit doors shall swing in direction of the path of exit travel where the area served has an occupant load of 50 or more. Door shall not encroach into corridor more than 7 when fully opened and shall not reduce the corridor width more than one-half when in any other position. (1005.7) Water closets = 5 male and 5 female Lavatories = 4 male and 4 female Drinking fountain = 2 fixtures. Service sink = 1 fixture. Doors shall swing in the direction of travel in rooms with occupancy of 50 people of more. Men s: 3 water closets, 2 urinals, 4 lavatories, 3 showers. Women s: 5 water closets, 4 lavatories, 3 shower. Category: Code or Standard Requirement: Actual Implemented Code/Standard Requirement: 1. Area: 6,627 SF 2. Occupancy Classification: Business Group B (Offices) S-1 Moderate Hazard Storage (Shops) H-2 for Flammable Storage Room B S-1 H-2 Mott MacDonald Architects, P.C. Page 100

153 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 3. Construction Type: Type II-B No change 4. Area Limitations: Allowable floor areas Maximum Height of Building: IBC Section Fire Resistive Requirements: IBC Tables 601 & 602 Required Separation of Occupancies B = 23,000 SF Max. per story no sprinkler S-1 = 17,500 SF Max. per story no sprinkler H-2 = 7,000 SF B = 4 stories, 75 feet max S-1 = 3 stories, 75 feet max H-2 = 1 story, 55 feet max B/S-1 = 0 hours S-1/H-2 = 2 hours H-2/B = 3 hour B = 1,665 SF S-1 = 4,914 SF H-2 = 48 SF B = 1 story, 20 feet S-1 = 1 story, 20 feet H-2 = 1 story, 20 feet B/S-1 = 0 hours S-1/H-2 = 2 hours (new CMU walls and concrete roof) H-2/B = 3 hours (new CMU walls and concrete roof) Exterior Bearing Walls: 0 hours 0 hours Exterior Non-Bearing Walls 0 hours 0 hours Interior Bearing Walls: 0 hour 0 hours Structural Frame: 0 hours 0 hours Roof construction including supporting beams & joists 0 hours 0 hours 6. Enclosure Protection: Corridor: (1020.1) B = 1 hour (no sprinkler), 0 hour (sprinkler) S-1 = 1 hour (no sprinkler), 0 hour No corridors (sprinkler) Accessory Use Area: 0 hours for use not occupying more than 10% of the area of any floor (IBC ) H-2 <10% of S-1. Mechanical Rooms: 7. Automatic Sprinklers and other Extinguishing Equipment: Furnace rooms w/ equipment over 400 MBH require fire extinguishing system or 1 hour separation. Smoke partition required if partition is not fire rated (IBC Table 509) B = Required for area > 36,000 sf ( ) S-1 = Required for area used for the repair of commercial vehicles exceeding Mechanical room CMU walls 1 hour fire rated. The existing automatic sprinkler system shall be modified. S-1 sprinkler system Mott MacDonald Architects, P.C. Page 101

154 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 8. Fire and Smoke Dampers: 9. Detection Alarm and Communication: 10. Means of Egress, Separation of Means of Egress: Occupant Load: (Table ) Egress Capacity (corridors and doors): ( Minimum Corridor Width: 5,000 sf. ( ) required. Required in ductwork through 2-hour fire-rated partitions or greater. B = required if occupant load is > 100 people. Required with all automatic sprinkler systems. Business = 1 person per 100 SF. Assembly = Fixed seating + 1 person per 15 SF. Storage = 1 person per 500 SF. Mechanical Room = 1 person per 300 SF. Corridors/doors: 0.20 /person Min corridor width: >50 persons = 44 min. Min door width: 28 clear width 44 minimum clear corridor width. (1020.2) Ducts penetrating 2 hour rated assemblies shall have fire dampers. Fire detection and alarm system will be provided. Total: 28 people Business: 17 people Storage: 10 people Mechanical Room: 1 people. Minimum 34 clear doors installed. No corridor. Number of Means of Egress: Minimum Number of Exits or Access to Exits per story: Minimum number of exits per story: 2 exits ( ) There are 2 exits to the exterior from the S occupancy, B occupancy has 1 additional exit. Dead End Limits: (1020.4) Business: Shall not exceed 50 ft. None. Travel distance to an exit shall not Longest travel distance: exceed: B = 136 ft Measurement of Travel B = 300 ft for sprinkled buildings. S-1 = 130 ft Distance to Exits: (1017.2) S-1 = 250 ft for sprinkled buildings. H-2 = 93 ft H-2 = 100 ft for sprinkled buildings. Exit doors shall swing in direction of the Not applicable. path of exit travel where the area served has an occupant load of 50 or more. Exit Door Swing: ( ) Door shall not encroach into corridor more than 7 when fully opened and shall not reduce the corridor width more than one-half when in any other position. (1005.7) Mott MacDonald Architects, P.C. Page 102

155 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study 11. Plumbing Fixture Count: National Standard Plumbing Code Water closets = 2 male and 2 female Lavatories = 1 male and 1 female Drinking fountain = 1 fixtures. Service sink = 1 fixture. Men s: 1 water closets, 1 urinals, 2 lavatories, 2 showers. Women s: 2 water closets, 1 lavatories, 1 shower. Mott MacDonald Architects, P.C. Page 103

156 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Chapter VIII SITE Mott MacDonald Architects, P.C. Page 104

157 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Site A. SURVEY A 60-year title search performed by Action Title Research resulted in no deeds found for Block Lots 1.01, 1.02, 3.01, or Plans were requested from the NJDOT Engineering Documents Unit for General Property Parcel Maps and Plan Sheets for Route 295 and Route pages of plans were returned, one of which shows the property boundaries as surveyed by Taylor, Wiseman, Taylor & Sleeper as part of the design of the Route 295/Route 130 Interchange (Route 295 Section 5, dated January 1965) While the plans show bearings and distances, there is no reference to a specific deed on the plan, only a reference to Resolution June 29, 1951 by State Department of Education. While the assumption can be made that this resolution conveyed the property form the Department of Education to the Department of Law and Public Safety, without a copy of the resolution, the only record of the property boundaries that we have been able to find is on the NJDOT Plan Sheets. Mott MacDonald Architects, P.C. Page 105

158

159 ROUTE 130 STA DUNN'S MILL ROAD STA N: ' E: ' ROUTE 130 SECTION 12 (1953) ROUTE 295 STA ROUTE 130 STA Northing : ' Easting : ' OLD LINE 45' WIDE ACCESS ROAD RIGHT OF WAY LINE C1 N63 04'20"E ' ACCESS ROAD STA 0+00 DUNN'S MILL ROAD STA L1 L2 OLD LOT LINE BLOCK LOT Ac. N67 06'14"W ' L3 BLOCK LOT Ac. S26 55'40"E ' LOT LINE N86 48'14"E ' N63 04'20"E ' BLOCK LOT 3.01 (PARCEL X43C) Ac. S63 04'20"W ' S22 22'16"E ' LOT LINE N22 22'16"W ' L=642.77' R= ' Ch=S0 51'01"E ' ROUTE 295 SECTION 5 (1953) PLAN 0 60 SCALE: 1" = 60' 120 LOT LINE SURVEY NOTES BLOCK LOT Ac. 1. THE HORIZONTAL COORDINATE SYSTEM IS THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (NAD83) AND VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) 2. TOPOGRAPHIC INFORMATION IS SHOWN BASED ON A SURVEY BY DELAWARE VALLEY DATA COLLECTION, LLC, FOR THE NEW JERSEY DEPARTMENT OF TRANSPORTATION DATED 12/03/ RIGHT OF WAY AND LOT LINES ARE PLOTTED BASED ON NEW JERSEY STATE HIGHWAY DEPARTMENT GENERAL PROPERTY PARCEL MAP, ROUTE 295 (1953) SECTION 5, DATED JANUARY 1965 AND REVISED THROUGH APRIL 27, NAD27 COORDINATES WERE CONVERTED TO NAD83 USING THE ARMY CORPS OF ENGINEERS' CORPSCON SOFTWARE VERSION ABOUT THE INVERSE OF COORDINATES AT STATIONS & NOTED IN THE TABLE BELOW. 4. THIS PLAN IS NOT A BOUNDARY SURVEY BASED UPON NJSA 45:8-28(e), NJAC 13:40-1.3, 13: AND IS NOT INTENDED FOR CONVEYANCE OF LAND. NO TITLE REPORT WAS PROVIDED PRIOR TO THE DATE ON THIS PLAN. BOUNDARY LINES ARE SHOWN BASED ON INDEPENDENT TITLE RESEARCH BY MOTT MACDONALD AND THIS SURVEY IS SUBJECT TO ANY INFORMATION CONTAINED IN A COMPLETE TITLE REPORT. 5. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND OBSERVATIONS, UTILITY MARKING FOUND IN THE FIELD AND/OR INFORMATION SUPPLIED BY THE UTILITY COMPANIES. SINCE NO PHYSICAL LOCATION OF THE UNDERGROUND FACILITIES HAVE BEEN MADE BY THE UNDERSIGNED, NO GUARANTEE IS BEING MADE FOR THEIR COMPLETENESS OR ACCURACY. 6. THE UNDERSIGNED PROFESSIONAL IS NOT QUALIFIED TO MAKE ANY DETERMINATION AS TO THE EXISTENCE OR NON-EXISTENCE OF WETLANDS AND/OR HAZARDOUS MATERIALS. THEREFORE, NO STATEMENT IS BEING MADE OR IMPLIED HEREON, NOR SHOULD IT BE ASSUMED OR CONSTRUED THAT ANY STATEMENT IS BEING MADE BY THE FACT THAT NO EVIDENCE OF WETLANDS AND/OR HAZARDOUS MATERIALS IS PORTRAYED HEREON. THE CLIENT SHOULD PURSUE THESE MATTERS SEPARATE AND APART FROM THIS SURVEY. BLOCK LOT 3.02 (PARCEL X43B) 2,849 SqFt LOT LINE DUNN'S MILL ROAD ROUTE 130 LOT 1.01 AREA MAP 1"=250' LOT 1.02 LOT 2 LOT 3.01 ROUTE 295 SURVEY FOR NEW JERSEY DEPARTMENT OF TRANSPORTATION IN TOWNSHIP OF BORDENTOWN BURLINGTON COUNTY, NEW JERSEY TAX MAP SHEET 23 - BLOCK LOTS 1.01 & 3.01 ROUTE 295 STA DUNN'S MILL ROAD STA N: ' E: '

160 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Appendix A SITE LOCATION MAPS Mott MacDonald Architects, P.C. Page 108

161 Feasibility Assessment and Space Planning Survey at NJDOT Bordentown Training Facility Mott MacDonald Architects, P.C. T Final Study Page 109

162 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Mott MacDonald Architects, P.C. Page 110

163 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Appendix B COST CALCULATIONS Mott MacDonald Architects, P.C. Page 111

164 PROJECT COST ANALYSIS DPMC NUMBER: T Date: 4/10/2017 Project Phase: Project Name: Feasibility Assessment and Space Planning Study of Program Location: NJDOT Bordentown Training Facility - ALL THREE BUILDINGS Cost Phase "C" - Construction 1 General Construction 4,537,681 2 Structural Steel 143,574 3 Plumbing 498,571 4 HVAC 1,362,306 5 Electrical 3,714,857 6 Other Trades (specify): Sprinkler 743,181 7 TOTAL CONSTRUCTION COST ESTIMATE (CCE) (Lines 1 thru 6) 11,000,170 Cost Phase "D" - Design 8 Consultant Design Fee 1,096,203 9 Consultant Construction Administration Fee 0 10 Asbestos Remediation Design Fee 0 11 Asbestos Monitoring Fees 0 12 Survey Services 0 13 Testing Services 0 14 Roofing Inspection 0 15 Other (specify): 16 TOTAL DESIGN SERVICES (Lines 8 thru 15) 1,096,203 Cost Phase "K" - Affirmative Action 17 Affirmative Action (1/2 % of Line 7) 55,001 Cost Phase "M " - Management Fees 18 DPMC Management Fee (8% of Line 7) 880,014 Cost Phase "N" - Construction Management 19 Construction Management Services (CM/CPM) 0 Cost Phase "O" - Contingency 20 Construction (5% of Line 7) 550, Design (10% of Line 16) 109, TOTAL PROJECT CONTINGENCY (Lines 20 & 21) 659,629 Cost Phase "P" - Permits 23 U.C.C. (DCA or DPMC) Plan Review Fee 82, U.C.C. Permit/Field Inspection/C.O. Fee 82, Soil Conservation 0 26 Other (specify): 0 27 TOTAL PERMIT FEES (Lines 23 thru 26) 165,003 Cost Phase "R" - Arts Inclusion 28 Arts Inclusion Allowance 0 Cost Phase "B" - Other Costs 29 Other (specify): 0 30 Other (specify): 0 31 TOTAL OTHER COSTS (Lines 29 & 30) 0 32 CURRENT WORKING ESTIMATE (CWE) (Lines ) $13,856,019 Page 112

165 PROJECT COST ANALYSIS DPMC NUMBER: T Date: 4/10/2017 Project Phase: Project Name: Feasibility Assessment and Space Planning Study of Program Location: NJDOT Bordentown Training Facility - BUILDING 1 Cost Phase "C" - Construction 1 General Construction 2,144,757 2 Structural Steel 114,859 3 Plumbing 222,147 4 HVAC 730,805 5 Electrical 1,967,634 6 Other Trades (specify): Sprinkelr 345,594 7 TOTAL CONSTRUCTION COST ESTIMATE (CCE) (Lines 1 thru 6) 5,525,796 Cost Phase "D" - Design 8 Consultant Design Fee 550,859 9 Consultant Construction Administration Fee 0 10 Asbestos Remediation Design Fee 0 11 Asbestos Monitoring Fees 0 12 Survey Services 0 13 Testing Services 0 14 Roofing Inspection 0 15 Other (specify): 16 TOTAL DESIGN SERVICES (Lines 8 thru 15) 550,859 Cost Phase "K" - Affirmative Action 17 Affirmative Action (1/2 % of Line 7) 27,629 Cost Phase "M " - Management Fees 18 DPMC Management Fee (8% of Line 7) 442,064 Cost Phase "N" - Construction Management 19 Construction Management Services (CM/CPM) 0 Cost Phase "O" - Contingency 20 Construction (5% of Line 7) 276, Design (10% of Line 16) 55, TOTAL PROJECT CONTINGENCY (Lines 20 & 21) 331,376 Cost Phase "P" - Permits 23 U.C.C. (DCA or DPMC) Plan Review Fee 41, U.C.C. Permit/Field Inspection/C.O. Fee 41, Soil Conservation 0 26 Other (specify): 0 27 TOTAL PERMIT FEES (Lines 23 thru 26) 82,887 Cost Phase "R" - Arts Inclusion 28 Arts Inclusion Allowance 0 Cost Phase "B" - Other Costs 29 Other (specify): 0 30 Other (specify): 0 31 TOTAL OTHER COSTS (Lines 29 & 30) 0 32 CURRENT WORKING ESTIMATE (CWE) (Lines ) $6,960,610 Page 113

166 PROJECT COST ANALYSIS DPMC NUMBER: T Date: 4/10/2017 Project Phase: Project Name: Feasibility Assessment and Space Planning Study of Program Location: NJDOT Bordentown Training Facility - BUILDING 2 Cost Phase "C" - Construction 1 General Construction 1,501,785 2 Structural Steel 16,825 3 Plumbing 175,280 4 HVAC 472,522 5 Electrical 1,060,557 6 Other Trades (specify): Sprinkler 220,950 7 TOTAL CONSTRUCTION COST ESTIMATE (CCE) (Lines 1 thru 6) 3,447,919 Cost Phase "D" - Design 8 Consultant Design Fee 343,520 9 Consultant Construction Administration Fee 0 10 Asbestos Remediation Design Fee 0 11 Asbestos Monitoring Fees 0 12 Survey Services 0 13 Testing Services 0 14 Roofing Inspection 0 15 Other (specify): 16 TOTAL DESIGN SERVICES (Lines 8 thru 15) 343,520 Cost Phase "K" - Affirmative Action 17 Affirmative Action (1/2 % of Line 7) 17,240 Cost Phase "M " - Management Fees 18 DPMC Management Fee (8% of Line 7) 275,834 Cost Phase "N" - Construction Management 19 Construction Management Services (CM/CPM) 0 Cost Phase "O" - Contingency 20 Construction (5% of Line 7) 172, Design (10% of Line 16) 34, TOTAL PROJECT CONTINGENCY (Lines 20 & 21) 206,748 Cost Phase "P" - Permits 23 U.C.C. (DCA or DPMC) Plan Review Fee 25, U.C.C. Permit/Field Inspection/C.O. Fee 25, Soil Conservation 0 26 Other (specify): 0 27 TOTAL PERMIT FEES (Lines 23 thru 26) 51,719 Cost Phase "R" - Arts Inclusion 28 Arts Inclusion Allowance 0 Cost Phase "B" - Other Costs 29 Other (specify): 0 30 Other (specify): 0 31 TOTAL OTHER COSTS (Lines 29 & 30) 0 32 CURRENT WORKING ESTIMATE (CWE) (Lines ) $4,342,979 Page 114

167 PROJECT COST ANALYSIS DPMC NUMBER: T Date: 4/10/2017 Project Phase: Project Name: Feasibility Assessment and Space Planning Study of Program Location: NJDOT Bordentown Training Facility - BUILDING 3 Cost Phase "C" - Construction 1 General Construction 891,139 2 Structural Steel 11,890 3 Plumbing 101,145 4 HVAC 158,978 5 Electrical 686,667 6 Other Trades (specify): Sprinkler 176,636 7 TOTAL CONSTRUCTION COST ESTIMATE (CCE) (Lines 1 thru 6) 2,026,455 Cost Phase "D" - Design 8 Consultant Design Fee 201,822 9 Consultant Construction Administration Fee 0 10 Asbestos Remediation Design Fee 0 11 Asbestos Monitoring Fees 0 12 Survey Services 0 13 Testing Services 0 14 Roofing Inspection 0 15 Other (specify): 16 TOTAL DESIGN SERVICES (Lines 8 thru 15) 201,822 Cost Phase "K" - Affirmative Action 17 Affirmative Action (1/2 % of Line 7) 10,132 Cost Phase "M " - Management Fees 18 DPMC Management Fee (8% of Line 7) 162,116 Cost Phase "N" - Construction Management 19 Construction Management Services (CM/CPM) 0 Cost Phase "O" - Contingency 20 Construction (5% of Line 7) 101, Design (10% of Line 16) 20, TOTAL PROJECT CONTINGENCY (Lines 20 & 21) 121,505 Cost Phase "P" - Permits 23 U.C.C. (DCA or DPMC) Plan Review Fee 15, U.C.C. Permit/Field Inspection/C.O. Fee 15, Soil Conservation 0 26 Other (specify): 0 27 TOTAL PERMIT FEES (Lines 23 thru 26) 30,397 Cost Phase "R" - Arts Inclusion 28 Arts Inclusion Allowance 0 Cost Phase "B" - Other Costs 29 Other (specify): 0 30 Other (specify): 0 31 TOTAL OTHER COSTS (Lines 29 & 30) 0 32 CURRENT WORKING ESTIMATE (CWE) (Lines ) $2,552,427 Page 115

168 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL GRIT BUILDING Building 1 $2,444,152 $3,058,930 $5,525,796 Building 2 $1,249,020 $2,035,528 $3,447,919 Building 3 $674,293 $1,218,298 $2,026,455 GRAND TOTAL $11,000,170 Page 116

169 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Building 1 Division 1 - General Requirements Mobilization/demobilization 1 ls $5, ,000 $10, ,000 15,000 Crane 3 days $2, ,500 $1, ,500 12,000 Project Management 52 wks $ $3, , ,000 SUBTOTAL 12, , ,000 Division 2 - Existing Conditions Saw-cut & remove concrete trench 500 lf $8.00 4,000 $ ,000 10,000 Trench floors 45 cy $ $ ,125 1,125 Remove existing CMU walls 6,100 sf $ $ ,300 18,300 Remove existing HM doors & frames 28 ea $ $ ,100 2,100 Remove existing sectional door 1 ea $ $ Remove existing interior partitions 1,600 sf $ $2.50 4,000 4,000 Remove existing interior furring 1,500 sf $ $0.75 1,125 1,125 Remove existing VCT 3,250 sf $ $1.50 4,875 4,875 Remove existing ceiling 3,200 sf $ $1.00 3,200 3,200 Remove existing wire mesh partitions 26 lf $ $ Remove existing toilet partitions 3 ea $ $ Remove existing wood stair 1 ea $ $ Remove existing wood mezzanine 550 sf $ $6.50 3,575 3,575 Remove existing prefabricated office 2 ls $ $1, ,000 3,000 Remove existing prefabricated metal vault 1 ls $ $ Remove existing cabinetry 1 ls $ $ Remove existing bridge crane 1 ls $ $5, ,000 5,000 Environmental Remediation 10 day $2, ,000 $7, , ,000 Hauling and disposal 240 cy $ $ ,000 6,000 Dumpsters 40 yard 6 ea $1, ,200 $ ,200 SUBTOTAL 36, , ,292 Division 3 - Concrete Patch concrete floor and trench 750 sf $ ,250 $ ,000 26,250 Concrete deck 15 cy $ ,750 $ ,000 6,750 Concrete landing and ramp 6 cy $ ,700 $ ,400 5,100 Precast concrete lintel 60 lf $ $ ,200 2,100 SUBTOTAL. 18,600 21,600 40,200 Division 4 - Masonry 8" CMU 6,200 sf $ ,600 $ , ,000 SUBTOTAL 49,600 74, ,000 Division 5 - Metals Steel framing for operable partition 3 tons $2, ,500 $1, ,000 10,500 Steel framing for mezzanine 5 tons $2, ,500 $1, ,000 17,500 Metal deck 780 sf $5.00 3,900 $ ,800 11,700 Steel Stair 22 riser $ ,500 $ ,200 18,700 Steel Guardrail 55 lf $ ,875 $ ,125 11,000 Wire mesh partitions 1 ls $4, ,400 $3, ,000 7,400 SUBTOTAL 51,675 25,125 76,800 Page 117

170 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Division 6 - Wood, Pastics & Composites Wood blocking 1 ls $2, ,500 $5, ,000 7,500 SUBTOTAL 2,500 5,000 7,500 Division 7 - Thermal & Moisture Protection Sound attenuation blanket 13,300 sf $ ,625 $ ,305 27,930 Batt insulation blanket 4,500 sf $1.00 4,500 $0.85 3,825 8,325 Sealant 1 ls $2, ,500 $3, ,000 5,500 SUBTOTAL 23,625 18,130 41,755 Division 8 - Openings HM door & frame w/vision panel - 3'-0"x7'-0" 26 ea $ ,800 $ ,500 27,300 HM door & frame - 3'-0"x7'-0" 9 ea $ ,525 $ ,250 8,775 Wood door & HM frame - 3'-0"x7'-0" STC rated 1 ea $ $ ,300 HM & glass door & frame - 3'-0"x7'-0" 2 ea $1, ,800 $ ,100 3,900 Door hardware - egress 5 ea $1, ,000 $ ,125 7,125 Door hardware 30 ea $ ,500 $ ,250 18,750 Counter service roll-up door 1 ea $ $ Alum window & frame - Interior 5 ea $ ,375 $ ,000 Interior roll-up door 1 ea $2, ,000 $ ,650 SUBTOTAL 59,600 14,960 74,560 Division 9 - Finishes 3-5/8" mtl stud GWB partition 12,500 sf $ ,500 $ , , /8" mtl stud GWB partition - single sided 4,500 sf $ ,500 $ ,500 36,000 Marble threshold 3 ea $ $ Interior paint walls/ceilings 42,100 sf $ ,525 $ ,050 31,575 Ceramic wall tile 1,900 sf $ ,200 $ ,000 34,200 Ceramic tile floor 1,000 sf $9.00 9,000 $ ,000 21,000 Carpeting 356 sy $ ,392 $7.00 2,492 13,884 Vinyl composition tile 6,100 sf $ ,250 $ ,775 32,025 Suspend clg grid & mineral fiber panels 2 x 2 10,600 sf $ ,000 $ , ,000 GWB hung ceiling/soffit 75 sf $ $ Vinyl base 3,200 lf $1.00 3,200 $1.00 3,200 6,400 Epoxy floor system 7,000 sf $ ,000 $ , ,000 SUBTOTAL 264, , ,359 Division 10 - Specialties Room/door signs 34 ea $ ,190 $ ,360 Toilet partitions 11 ea $ ,150 $ ,100 8,250 Urinal Screens 3 ea $ ,050 $ ,275 Acrylic shower enclosure, 36" x 36" 5 ea $ ,750 $ ,500 Shower curtains & rods 10 ea $ $ Mirror glass 10 sf $ $ Towel pins 5 ea $ $ Soap dish 10 ea $ $ Electric hand dryers 4 ea $ $ Soap dispenser 10 ea $ $ Toilet paper dispenser 11 ea $ $ Napkin/tampon disposal 6 ea $ $ Grab Bar 36" 2 ea $ $ Grab Bar 42" 2 ea $ $ Page 118

171 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Grab Bar 18" 7 ea $ $ L-Grab Bar 2 ea $ $ Handicap shower seat 2 ea $ $ Fire extinguisher cabinet 4 ea $ $ Raised stadium flooring system 420 sf $ ,400 $ ,300 14,700 Single Tier Lockers 30 ea $ ,500 $ ,200 8,700 Operable partition 400 sf $ ,000 $ ,000 60,000 SUBTOTAL 73,015 31, ,442 Division 11 - Equipment Spill pallet 6 ea $ ,100 $ ,400 SUBTOTAL 2, ,400 Division 12 - Furnishings Kitchen counter & base cabinet 22 lf $ ,800 $ ,200 11,000 Corian countertop 22 lf $ ,200 $ ,750 Kitchen upper cabinets 25 lf $ ,750 $ ,250 5,000 Horizontal mini blinds 190 lf $ ,750 $ ,900 6,650 Fixed seating 53 ea $ ,550 $ ,975 22,525 Podium 1 ea $2, ,000 $ , " HD motorized 1 ea $2, ,500 $ ,000 Ceiling projector and mount 2 ea $2, ,000 $ ,500 Sound system w/ microphones 1 ls $35, ,000 $15, ,000 50,000 Dry erase boards 7 ea $ ,750 $ ,100 SUBTOTAL 83,300 26, ,575 Division 21 - Fire Suppression Demolition 1.00 ls $ $15, ,000 15,000 Fire pump (250 GPM, 30 HP) 1 ea $20, ,000 $10, ,000 30,000 Jockey pump 1 ea $3, ,000 $1, ,000 4,000 Valve package 1 ls $20, ,000 $15, ,000 35,000 Sprinkler piping 2,600 lf $ ,000 $ , ,000 Sprinkler heads 126 ea $ ,040 $ ,040 10,080 Controls 1 ls $ $10, ,000 20,000 SUBTOTAL 100, , ,080 Division 22 - Plumbing Demolition 1 ls $ $10, ,000 10,000 Backflow preventer 1 ea $ $ Domestic hot water heater (150 MBH input) 1 ea $11, ,000 $1, ,000 12,000 Emergency shower and eye wash 3 ea $1, ,000 $ ,600 Air compressor (40 CFM, 125 psi, 10 HP) 1 ea $8, ,000 $2, ,000 10,000 Hose reels 6 ea $ ,400 $ ,200 3,600 Liquid/grease lubricating station 1 ea $15, ,000 $5, ,000 20,000 Double sink 1 ea $1, ,200 $ ,600 Urinal 3 ea $ ,800 $ ,200 3,000 Wall mounted water closet (Toilet) 11 ea $ ,450 $ ,300 13,750 Deep lavatory (sink) 10 ea $ ,000 $ ,000 11,000 Shower 5 ea $2, ,000 $ ,500 11,500 Semicircular wash fountain 2 ea $10, ,000 $ ,600 21,600 Piping 600 lf $ ,000 $ ,000 21,000 SUBTOTAL 101,450 41, ,350 Page 119

172 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Division 23 - HVAC Remove existing heaters, fans and air conditioners 1 ls $ $30, ,000 30,000 Hot water boiler (1,500 MBH input) 1 ea $18, ,000 $9, ,000 27,000 HW pumps (150 GPM) 2 ea $6, ,000 $1, ,000 14,000 Roof mounted exhaust fans (1,000 CFM each) 6 ea $1, ,400 $ ,400 10,800 NG unit heaters (100 MBH) 9 ea $3, ,900 $ ,700 30,600 Roof exhaust fan (Flammable storage) 1 ea $ $ ,100 Roof exhaust fan (JC) 1 ea $ $ ,100 Rooftop AHU (2 ton, HW heat, General Lecture Hall) 1 ea $4, ,000 $2, ,000 6,000 Rooftop AHU (20 ton, HW heat) 2 ea $30, ,000 $15, ,000 90,000 VAV boxes (1,000 CFM, HW reheat) 22 ea $ ,800 $ ,400 24,200 HW baseboard 400 lf $ ,000 $ ,000 22,000 Ductless split air conditioner (2 ton) 1 ea $5, ,000 $2, ,000 7,000 Wall exhaust fan (150 CFM) 1 ea $ $ ,000 Electric unit heater (5 KW) 1 ea $1, ,000 $ ,300 Ductwork 9,000 lbs $ ,000 $ , ,000 Schd. 40 steel piping (2") 500 lf $ ,500 $ ,000 17,500 Testing and Balancing 1 ls $ $10, ,000 10,050 Controls 1 ls $20, ,000 $40, ,000 60,000 SUBTOTAL 243, , ,650 Division 26 - Electrical Demolition 16,900 sf $ $ ,600 67,600 Fire Alarm 16,900 sf $ ,800 $ ,700 84,500 Lighting 16,900 sf $ ,200 $ , ,500 Equipment Power 1 ea $15, ,000 $30, ,000 45,000 Electrical Distribution 1 ea $76, ,500 $93, , ,000 Feeders 1 ea $40, ,000 $80, , ,250 Branch Circuits 1 ea $120, ,000 $250, , ,000 Generator and Fire Pump Feeders 1 ea $35, ,000 $65, , ,000 SUBTOTAL 455, ,350 1,210,850 Division 27 - Communications Data Rack 1 ea $5, ,000 $5, ,000 10,000 Data Cables and Outlets 130 ea $ ,500 $ ,500 65,000 Fiber Cable and Conduit 1 ea $3, ,000 $3, ,000 6,000 SUBTOTAL 40,500 40,500 81,000 Division 28 - Electronic Safety & Security Security Cameras 7 ea $ ,500 $ ,500 7,000 Security Card Access 7 ea $1, ,400 $1, ,400 16,800 SUBTOTAL 11,900 11,900 23,800 Division 31 - Earthwork Excavation for water service 1 ls $5, ,000 $12, ,000 17,000 Water service line - 2" copper, type K 125 FT $ ,313 $ ,875 5,188 SUBTOTAL 5,000 12,000 22,188 Division 32 - Exterior Improvements Not used - ea $ $ SUBTOTAL Page 120

173 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL SUMMARY BY CSI DIVISION Division 1 - General Requirements 12, , ,000 Division 2 - Existing Conditions 36, , ,292 Division 3 - Concrete 18,600 21,600 40,200 Division 4 - Masonry 49,600 74, ,000 Division 5 - Metals 51,675 25,125 76,800 Division 6 - Wood, Pastics & Composites 2,500 5,000 7,500 Division 7 - Thermal & Moisture Protection 23,625 18,130 41,755 Division 8 - Openings 59,600 14,960 74,560 Division 9 - Finishes 264, , ,359 Division 10 - Specialties 73,015 31, ,442 Division 11 - Equipment 2, ,400 Division 12 - Furnishings 83,300 26, ,575 Division 21 - Fire Suppression 100, , ,080 Division 22 - Plumbing 101,450 41, ,350 Division 23 - HVAC 243, , ,650 Division 26 - Electrical 455, ,350 1,210,850 Division 27 - Communications 40,500 40,500 81,000 Division 28 - Electronic Safety & Security 11,900 11,900 23,800 Division 31 - Earthwork 5,000 12,000 22,188 Division 32 - Exterior Improvements SUBTOTAL 1,634,272 2,045,341 3,694,801 10% Overhead 163, , ,480 SUBTOTAL 1,797,699 2,249,875 4,064,281 10% Profit 179, , ,428 SUBTOTAL 1,977,469 2,474,863 4,470,709 3% Bonding 59,324 74, ,121 SUBTOTAL 2,036,793 2,549,108 4,604,830 20% Contingency 407, , ,966 GRAND TOTAL 2,444,152 3,058,930 $5,525,796 Page 121

174 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Building 2 Division 1 - General Requirements Mobilization/demobilization 1 ls $4, ,000 $8, ,000 12,000 Crane 2 days $2, ,000 $1, ,000 8,000 Project Management 44 wks $ $3, , ,000 SUBTOTAL 9, , ,000 Division 2 - Existing Conditions Saw-cut & remove concrete trench 100 lf $ $ ,200 2,000 Trench floors 23 cy $ $ Remove existing CMU walls 3,400 sf $ $ ,200 10,200 Remove existing HM doors & frames 16 ea $ $ ,200 1,200 Remove existing sectional door 3 ea $ $ ,050 1,050 Remove existing interior partitions 1,100 sf $ $2.50 2,750 2,750 Remove existing VCT 2,640 sf $ $1.50 3,960 3,960 Remove existing ceiling 2,640 sf $ $1.00 2,640 2,640 Remove existing wire mesh partitions 155 lf $ $ Remove existing wood stair 1 ea $ $ Remove existing wood mezzanine 330 sf $ $6.50 2,145 2,145 Remove existing prefabricated paint booth 1 ea $ $2, ,500 2,500 Remove existing concretel vault 1 ea $ $5, ,000 5,000 Environmental Remediation 7 day $2, ,500 $7, ,500 70,000 Hauling and disposal 200 cy $ $ ,000 5,000 Dumpsters 40 yard 5 ea $1, ,000 $ ,000 SUBTOTAL 24,300 91, ,968 Division 3 - Concrete Patch concrete floor and trench 200 sf $ ,000 $ ,000 7,000 Concrete deck 2 cy $ $ Concrete landing and ramp 11 cy $ ,950 $ ,400 9,350 Precast concrete lintel 30 lf $ $ ,050 SUBTOTAL. 8,900 9,400 18,300 Division 4 - Masonry 8" CMU 1,750 sf $ ,000 $ ,000 35,000 SUBTOTAL 14,000 21,000 35,000 Division 5 - Metals Steel framing for operable partition 3 tons $2, ,500 $1, ,000 10,500 Metal deck 50 sf $ $ SUBTOTAL 7,750 3,500 11,250 Division 6 - Wood, Pastics & Composites Wood blocking 1 ls $1, ,500 $2, ,500 4,000 SUBTOTAL 1,500 2,500 4,000 Division 7 - Thermal & Moisture Protection Sound attenuation blanket 4,700 sf $1.25 5,875 $0.85 3,995 9,870 Batt insulation blanket 3,000 sf $1.00 3,000 $0.85 2,550 5,550 Sealant 1 ls $2, ,000 $2, ,500 4,500 Page 122

175 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL SUBTOTAL 10,875 9,045 19,920 Division 8 - Openings HM door & frame w/vision panel - 3'-0"x7'-0" 10 ea $ ,000 $ ,500 10,500 HM door & frame - 3'-0"x7'-0" 10 ea $ ,250 $ ,500 9,750 HM & glass door & frame - 3'-0"x7'-0" 2 ea $1, ,800 $ ,100 3,900 Door hardware - egress 3 ea $1, ,600 $ ,275 Door hardware 17 ea $ ,350 $ ,275 10,625 SUBTOTAL 31,000 8,050 39,050 Division 9 - Finishes 3-5/8" mtl stud GWB partition 4,700 sf $ ,500 $ ,900 56, /8" mtl stud GWB partition - single sided 7,500 sf $ ,500 $ ,500 60,000 Marble threshold 2 ea $ $ Interior paint walls/ceilings 18,000 sf $0.25 4,500 $0.50 9,000 13,500 Ceramic wall tile 1,310 sf $ ,480 $ ,100 23,580 Ceramic tile floor 850 sf $9.00 7,650 $ ,200 17,850 Carpeting 195 sy $ ,240 $7.00 1,365 7,605 Vinyl composition tile 3,000 sf $2.50 7,500 $2.75 8,250 15,750 Suspend clg grid & mineral fiber panels 2 x 2 6,850 sf $ ,250 $ ,250 68,500 GWB hung ceiling/soffit 30 sf $ $ Vinyl base 12,000 lf $ ,000 $ ,000 24,000 Epoxy floor system 3,907 sf $ ,070 $ ,256 70,326 SUBTOTAL 167, , ,121 Division 10 - Specialties Room/door signs 17 ea $ $ Toilet partitions 8 ea $ ,200 $ ,000 Urinal Screens 1 ea $ $ Acrylic shower enclosure, 36" x 36" 6 ea $ ,500 $ ,400 Shower curtains & rods 12 ea $ $ Mirror glass 8 sf $ $ Towel pins 6 ea $ $ Soap dish 6 ea $ $ Electric hand dryers 2 ea $ $ Soap dispenser 8 ea $ $ Toilet paper dispenser 8 ea $ $ Napkin/tampon disposal 5 ea $ $ Grab Bar 36" 2 ea $ $ Grab Bar 42" 2 ea $ $ Grab Bar 18" 4 ea $ $ L-Grab Bar 2 ea $ $ Handicap shower seat 2 ea $ $ Fire extinguisher cabinet 2 ea $ $ Single Tier Lockers 30 ea $ ,500 $ ,200 8,700 Operable partition 720 sf $ ,000 $ , ,000 SUBTOTAL 93,280 40, ,654 Division 11 - Equipment Not Used - $ $ SUBTOTAL Page 123

176 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Division 12 - Furnishings Kitchen counter & base cabinet 12 lf $ ,800 $ ,200 6,000 Corian countertop 12 lf $ ,200 $ ,500 Kitchen upper cabinets 15 lf $ ,250 $ ,000 Horizontal mini blinds 160 lf $ ,000 $ ,600 5, " HD motorized 1 ea $2, ,500 $ ,000 Ceiling projector and mount 1 ea $2, ,000 $ ,250 Sound system w/ microphones - ls $35, $15, Dry erase boards 6 ea $ ,500 $ ,800 SUBTOTAL 18,250 4,900 23,150 Division 21 - Fire Suppression Demolition 1.00 ls $ $5, ,000 5,000 Fire pump (250 GPM, 15 H) 1 ea $15, ,000 $4, ,000 19,000 Jockey pump 1 ea $3, ,000 $1, ,000 4,000 Valve package 1 ls $20, ,000 $15, ,000 35,000 Sprinkler piping 1,200 lf $ ,000 $ ,000 54,000 Sprinkler heads 80 ea $ ,200 $ ,200 6,400 Controls 1 ls $ $10, ,000 15,000 SUBTOTAL 65,200 63, ,400 Division 22 - Plumbing Demolition 1 ls $ $5, ,000 5,000 Backflow preventer 1 ea $ $ Domestic hot water heater (120 MBH input) 1 ea $9, ,500 $ ,000 Air compressor (40 CFM, 125 psi, 10 HP) 1 ea $8, ,000 $2, ,000 10,000 Hose reels 8 ea $ ,200 $ ,600 4,800 Double sink 1 ea $1, ,200 $ ,600 Urinal 2 ea $ ,200 $ ,000 Wall mounted water closet (Toilet) 8 ea $ ,600 $ ,400 10,000 Deep lavatory (sink) 8 ea $ ,200 $ ,600 8,800 Shower 6 ea $2, ,000 $ ,800 13,800 Semicircular wash fountain 2 ea $10, ,000 $ ,600 21,600 Piping 400 lf $ ,000 $ ,000 14,000 SUBTOTAL 76,500 25, ,300 Division 23 - HVAC Remove existing heaters, fans and air conditioners 1 ls $ $20, ,000 20,000 Hot water boiler (1,000 MBH input) 1 ea $13, ,000 $7, ,000 20,000 HW pumps (100 GPM) 2 ea $4, ,000 $1, ,000 10,000 Roof mounted exhaust fans (1,000 CFM each) 4 ea $1, ,600 $ ,600 7,200 NG unit heaters (100 MBH) 4 ea $3, ,400 $ ,200 13,600 Roof exhaust fan (Flammable storage) 1 ea $ $ ,100 Roof exhaust fan (JC) 1 ea $ $ ,100 Rooftop AHU (15 ton, HW heat) 2 ea $18, ,000 $10, ,000 56,000 VAV boxes (1,000 CFM, HW reheat) 9 ea $ ,100 $ ,800 9,900 Rooftop AHU (2 ton, HW heat, Bathroom/Lockers) 1 ea $4, ,000 $2, ,000 6,000 HW baseboard 250 lf $ ,500 $ ,250 13,750 Ductless split air conditioner (2 ton) 1 ea $5, ,000 $2, ,000 7,000 Wall exhaust fan (150 CFM) 1 ea $ $ Electric unit heater (5 KW) 1 ea $1, ,000 $ ,300 Ductwork 6,000 lbs $ ,000 $ ,000 90,000 Page 124

177 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Schd. 40 steel piping (2") 400 lf $ ,000 $ ,000 14,000 Testing and Balancing 1 ls $ $4, ,000 4,050 Controls 1 ls $10, ,000 $30, ,000 40,000 SUBTOTAL 149, , ,950 Division 26 - Electrical Demolition 11,500 sf $ $ ,000 92,000 Fire Alarm 11,500 sf $ $ ,500 57,500 Lighting 11,500 sf $ $ , ,500 Equipment Power 1 ea $9, ,000 $18, ,000 27,000 Electrical Distribution 1 ea $28, ,300 $46, ,200 74,500 Feeders 1 ea $16, ,000 $31, ,250 47,250 Branch Circuits 1 ea $60, ,000 $110, , ,000 SUBTOTAL 113, , ,750 Division 27 - Communications Data Rack 1 ea $5, ,000 $5, ,000 10,000 Data Cables and Outlets 60 ea $ ,000 $ ,000 30,000 Fiber Cable and Conduit 1 ea $4, ,127 $3, ,860 7,987 SUBTOTAL 24,127 23,860 47,987 Division 28 - Electronic Safety & Security Security Cameras 6 ea $ ,000 $ ,000 6,000 Security Card Access 6 ea $1, ,200 $1, ,200 14,400 SUBTOTAL 10,200 10,200 20,400 Division 31 - Earthwork Excavation for gas service 1 ls $10, ,000 $20, ,000 30,000 Excavation for water service 1 ls $10, ,000 $20, ,000 30,000 Excavation for sewer service 1 ls $5, ,000 $15, ,000 20,000 Excavation for electrical service 1 ls $5, ,000 $20, ,000 25,000 Water service line - 6" ductile iron, mechanical joint 225 FT $ ,963 $ ,375 9,338 Sewer line - 6" concrete pipe, B&G joints 100 FT $ ,900 $ ,500 4,400 Natural gas main - 2" PE pipe, 60 psi 500 FT $9.00 4,500 $ ,000 10,500 SUBTOTAL 10,000 20, ,238 Division 32 - Exterior Improvements Not used - ea $ $ SUBTOTAL SUMMARY BY CSI DIVISION Division 1 - General Requirements 9, , ,000 Division 2 - Existing Conditions 24,300 91, ,968 Division 3 - Concrete 8,900 9,400 18,300 Division 4 - Masonry 14,000 21,000 35,000 Division 5 - Metals 7,750 3,500 11,250 Division 6 - Wood, Pastics & Composites 1,500 2,500 4,000 Division 7 - Thermal & Moisture Protection 10,875 9,045 19,920 Division 8 - Openings 31,000 8,050 39,050 Division 9 - Finishes 167, , ,121 Division 10 - Specialties 93,280 40, ,654 Page 125

178 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Division 11 - Equipment Division 12 - Furnishings 18,250 4,900 23,150 Division 21 - Fire Suppression 65,200 63, ,400 Division 22 - Plumbing 76,500 25, ,300 Division 23 - HVAC 149, , ,950 Division 26 - Electrical 113, , ,750 Division 27 - Communications 24,127 23,860 47,987 Division 28 - Electronic Safety & Security 10,200 10,200 20,400 Division 31 - Earthwork 10,000 20, ,238 Division 32 - Exterior Improvements SUBTOTAL 835,152 1,361,048 2,305,437 10% Overhead 83, , ,544 SUBTOTAL 918,667 1,497,152 2,535,981 10% Profit 91, , ,598 SUBTOTAL 1,010,534 1,646,867 2,789,579 3% Bonding 30,316 49,406 83,687 SUBTOTAL 1,040,850 1,696,273 2,873,266 20% Contingency 208, , ,653 GRAND TOTAL 1,249,020 2,035,528 3,447,919 Page 126

179 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Building 3 Division 1 - General Requirements Mobilization/demobilization 1 ls $3, ,000 $6, ,000 9,000 Project Management 32 wks $ $3, ,000 96,000 SUBTOTAL 3, , ,000 Division 2 - Existing Conditions Saw-cut & remove concrete trench 250 lf $8.00 2,000 $ ,000 5,000 Trench floors 38 cy $ $ Remove existing concrete loading dock 830 sf $ $8.00 6,640 6,640 Remove existing HM doors & frames 8 ea $ $ Remove existing interior partitions 2,200 sf $ $2.50 5,500 5,500 Remove existing VCT 575 sf $ $ Remove existing ceiling 1,500 sf $ $1.00 1,500 1,500 Remove existing wire mesh partitions 100 lf $ $ Remove existing toilet partitions 1 ea $ $ Environmental Remediation 5 day $2, ,500 $7, ,500 50,000 Hauling and disposal 120 cy $ $ ,000 3,000 Dumpsters 40 yard 3 ea $1, ,600 $ ,600 SUBTOTAL 18,100 60,028 78,128 Division 3 - Concrete Patch concrete floor and trench 500 sf $ ,500 $ ,000 17,500 Concrete deck 2 cy $ $ Concrete landing and ramp 2 cy $ $ ,700 Concrete loading dock 18 cy $ ,150 $ ,050 7,200 Precast concrete lintel 46 lf $ $ ,610 SUBTOTAL. 12,615 16,070 28,685 Division 4 - Masonry 8" CMU 2,650 sf $ ,200 $ ,800 53,000 6" CMU 1,000 sf $3.25 3,250 $9.00 9,000 12,250 SUBTOTAL 24,450 40,800 65,250 Division 5 - Metals Metal deck 50 sf $ $ Steel Guardrail 10 lf $ ,250 $ ,000 Wire mesh partitions 1 ls $3, ,000 $2, ,200 5,200 SUBTOTAL 4,500 3,450 7,950 Division 6 - Wood, Pastics & Composites Wood blocking 1 ls $ $ SUBTOTAL Division 7 - Thermal & Moisture Protection Batt insulation blanket 3,300 sf $1.00 3,300 $0.85 2,805 6,105 Sealant 1 ls $1, ,000 $ ,500 SUBTOTAL 4,300 3,305 7,605 Division 8 - Openings Page 127

180 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL HM door & frame w/vision panel - 3'-0"x7'-0" 3 ea $ ,400 $ ,150 HM door & frame - 3'-0"x7'-0" 9 ea $ ,525 $ ,250 8,775 Door hardware 12 ea $ ,600 $ ,500 Alum window & frame - Interior 1 ea $ $ SUBTOTAL 16,200 4,025 20,225 Division 9 - Finishes 3-5/8" mtl stud GWB partition 250 sf $5.00 1,250 $7.00 1,750 3, /8" mtl stud GWB partition - single sided 1,750 sf $3.00 5,250 $5.00 8,750 14,000 Marble threshold 2 ea $ $ Interior paint walls/ceilings 13,000 sf $0.25 3,250 $0.50 6,500 9,750 Ceramic wall tile 700 sf $8.00 5,600 $ ,000 12,600 Ceramic tile floor 385 sf $9.00 3,465 $ ,620 8,085 Vinyl composition tile 815 sf $2.50 2,038 $2.75 2,241 4,279 Suspend clg grid & mineral fiber panels 2 x 2 1,225 sf $5.00 6,125 $5.00 6,125 12,250 GWB hung ceiling/soffit 30 sf $ $ Vinyl base 2,250 lf $1.00 2,250 $1.00 2,250 4,500 Epoxy floor system 4,715 sf $ ,150 $ ,720 84,870 SUBTOTAL 76,658 77, ,944 Division 10 - Specialties Room/door signs 9 ea $ $ Toilet partitions 3 ea $ ,950 $ ,250 Acrylic shower enclosure, 36" x 36" 3 ea $ ,250 $ ,700 Shower curtains & rods 6 ea $ $ Mirror glass 3 sf $ $ Towel pins 3 ea $ $ Soap dish 3 ea $ $ Electric hand dryers 2 ea $ $ Soap dispenser 3 ea $ $ Toilet paper dispenser 3 ea $ $ Napkin/tampon disposal 2 ea $ $ Grab Bar 36" 2 ea $ $ Grab Bar 42" 2 ea $ $ Grab Bar 18" 4 ea $ $ L-Grab Bar 2 ea $ $ Handicap shower seat 2 ea $ $ Fire extinguisher cabinet 2 ea $ $ Single Tier Lockers 21 ea $ ,250 $ ,090 SUBTOTAL 12,054 2,566 14,620 Division 11 - Equipment Dock leveler 1 ea $4, ,500 $ ,250 SUBTOTAL 4, ,250 Division 12 - Furnishings Kitchen counter & base cabinet 8 lf $ ,200 $ ,000 Corian countertop 8 lf $ $ ,000 Kitchen upper cabinets 11 lf $ ,650 $ ,200 Horizontal mini blinds 36 lf $ $ ,260 SUBTOTAL 6,550 1,910 8,460 Page 128

181 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Division 21 - Fire Suppression Fire pump (250 GPM, 15 H) 1 ea $15, ,000 $4, ,000 19,000 Jockey pump 1 ea $3, ,000 $1, ,000 4,000 Valve package 1 ls $20, ,000 $15, ,000 35,000 Sprinkler piping 920 lf $ ,400 $ ,000 41,400 Sprinkler heads 44 ea $ ,760 $ ,760 3,520 Controls 1 ls $ $10, ,000 10,000 SUBTOTAL 58,160 54, ,920 Division 22 - Plumbing Demolition 1 ls $ $5, ,000 5,000 Backflow preventer 1 ea $ $ Domestic hot water heater (100 MBH input) 1 ea $9, ,000 $ ,500 Emergency shower and eye wash 1 ea $1, ,000 $ ,200 Air compressor (10 CFM, 125 psi, 2 HP) 1 ea $4, ,000 $ ,600 Hose reels 4 ea $ ,600 $ ,400 Double sink 1 ea $1, ,200 $ ,600 Urinal 1 ea $ $ ,000 Wall mounted water closet (Toilet) 3 ea $ ,850 $ ,750 Deep lavatory (sink) 3 ea $ ,700 $ ,300 Shower 3 ea $2, ,000 $ ,900 Semicircular wash fountain 1 ea $10, ,000 $ ,800 Piping 300 lf $ ,500 $ ,000 10,500 SUBTOTAL 44,050 17,200 61,250 Division 23 - HVAC Remove existing heaters, fans and air conditioners 1 ls $ $5, ,000 5,000 Roof mounted exhaust fans (1,000 CFM each) 4 ea $1, ,600 $ ,600 7,200 NG unit heaters (100 MBH) 3 ea $3, ,300 $ ,200 Roof exhaust fan (Flammable storage) 1 ea $ $ ,100 Rooftop AHU (5 ton, gas heat) 1 ea $10, ,000 $6, ,000 16,000 Ductless split air conditioner (2 ton) 1 ea $5, ,000 $2, ,000 7,000 Wall exhaust fan (150 CFM) 1 ea $ $ Electric unit heater (5 KW) 1 ea $1, ,000 $ ,300 Ductwork 2,000 lbs $ ,000 $ ,000 30,000 Schd. 40 steel piping (2") 300 lf $ ,500 $ ,000 10,500 Testing and Balancing 1 ls $ $2, ,000 2,050 Controls 1 ls $5, ,000 $10, ,000 15,000 SUBTOTAL 52,000 54, ,300 Division 26 - Electrical Demolition 6,400 sf $ $ ,200 51,200 Fire Alarm 6,400 sf $ $ ,000 32,000 Lighting 6,400 sf $ $ ,000 96,000 Equipment Power 1 ea $6, ,000 $12, ,000 18,000 Electrical Distribution 1 ea $27, ,500 $38, ,500 66,000 Feeders 1 ea $5, ,500 $12, ,250 17,750 Branch Circuits 1 ea $45, ,000 $95, , ,000 SUBTOTAL 84, , ,950 Division 27 - Communications Data Rack 1 ea $5, ,000 $5, ,000 10,000 Page 129

182 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL Data Cables and Outlets 20 ea $ ,000 $ ,000 10,000 Fiber Cable and Conduit 1 ea $4, ,127 $3, ,860 7,987 SUBTOTAL 14,127 13,860 27,987 Division 28 - Electronic Safety & Security Security Cameras 3 ea $ ,500 $ ,500 3,000 Security Card Access 3 lf $1, ,600 $1, ,600 7,200 SUBTOTAL 5,100 5,100 10,200 Division 31 - Earthwork Excavation for gas service 1 ls $10, ,000 $20, ,000 30,000 Excavation for water service 1 ls $10, ,000 $20, ,000 30,000 Excavation for sewer service 1 ls $5, ,000 $15, ,000 20,000 Excavation for electrical service 1 ls $5, ,000 $20, ,000 25,000 Water service line - 6" ductile iron, mechanical joint 125 FT $ ,313 $ ,875 5,188 Sewer line - 6" concrete pipe, B&G joints 145 FT $ ,755 $ ,625 6,380 Natural gas main - 2" PE pipe, 60 psi 140 FT $9.00 1,260 $ ,680 2,940 SUBTOTAL 10,000 20, ,508 Division 32 - Exterior Improvements Not used - ea $ $ SUBTOTAL SUMMARY BY CSI DIVISION Division 1 - General Requirements 3, , ,000 Division 2 - Existing Conditions 18,100 60,028 78,128 Division 3 - Concrete 12,615 16,070 28,685 Division 4 - Masonry 24,450 40,800 65,250 Division 5 - Metals 4,500 3,450 7,950 Division 6 - Wood, Pastics & Composites Division 7 - Thermal & Moisture Protection 4,300 3,305 7,605 Division 8 - Openings 16,200 4,025 20,225 Division 9 - Finishes 76,658 77, ,944 Division 10 - Specialties 12,054 2,566 14,620 Division 11 - Equipment 4, ,250 Division 12 - Furnishings 6,550 1,910 8,460 Division 21 - Fire Suppression 58,160 54, ,920 Division 22 - Plumbing 44,050 17,200 61,250 Division 23 - HVAC 52,000 54, ,300 Division 26 - Electrical 84, , ,950 Division 27 - Communications 14,127 13,860 27,987 Division 28 - Electronic Safety & Security 5,100 5,100 10,200 Division 31 - Earthwork 10,000 20, ,508 Division 32 - Exterior Improvements SUBTOTAL 450, ,610 1,354,981 10% Overhead 45,086 81, ,498 SUBTOTAL 495, ,071 1,490,479 10% Profit 49,595 89, ,048 SUBTOTAL 545, ,678 1,639,527 3% Bonding 16,366 29,570 49,186 SUBTOTAL 561,911 1,015,248 1,688,713 Page 130

183 COST ESTIMATE DATE PREPARED 10-Apr-17 ACTIVITY AND LOCATION CONSTRUCTION CONTRACT NO. PROJECT NO. HMM PROJ NO NJDOT Bordentown Training Facility T PROJECT TITLE ESTIMATED BY: Feasability Assessment and Space Planning Survey CMK, JW, WN at NJDOT Bordentown Training Facility STATUS OF DESIGN FINAL STUDY ITEM DESCRIPTION QUANTITY MATERIAL COST LABOR COST NUMBER UNIT UNIT COST TOTAL UNIT COST TOTAL TOTAL 20% Contingency 112, , ,743 GRAND TOTAL 674,293 1,218,298 2,026,455 Page 131

184 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Appendix C PHOTOGRAPHS Mott MacDonald Architects, P.C. Page 132

185 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Building No. 1 Mott MacDonald Architects, P.C. Page 133

186 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Mott MacDonald Architects, P.C. Page 134

187 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Mott MacDonald Architects, P.C. Page 135

188 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Mott MacDonald Architects, P.C. Page 136

189 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Building No. 2 Mott MacDonald Architects, P.C. Page 137

190 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Mott MacDonald Architects, P.C. Page 138

191 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Building No. 3 Mott MacDonald Architects, P.C. Page 139

192 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Appendix D UTILITY SYSTEM SCHEMATIC DRAWINGS Mott MacDonald Architects, P.C. Page 140

193

194 Feasibility Assessment and Space Planning Survey at T NJDOT Bordentown Training Facility Final Study Appendix E HAZARDOUS MATERIAL SURVEY AND OPERATIONAL MANAGEMENT PLAN Mott MacDonald Architects, P.C. Page 142

195 DEPARTMENT OF TRANSPORTATION Indoor Environmental Quality (IEQ) Study and Hazardous Materials Screening Report THE STATE OF NEW JERSEY Former Bordentown Combined Support Maintenance Shop (CSMS) US Highway 130 Prepared For: New Jersey Department of Transportation Division of Environmental Resources 951 Parkway Avenue, Trenton, NJ Prepared By: The RBA Group, Inc. 7 Campus Drive, Suite 300 Parsippany, NJ June 2015

196 The RBA Group, Inc. TABLE OF CONTENTS EXECUTIVE SUMMARY... 1 SECTION 1.0 INTRODUCTION... 3 SECTION 2.0 VISUAL ASSESSMENT OF INTERIOR BUILDINGS/HVAC INSPECTION UTMB Auxiliary Shop Parts Warehouse... 4 SECTION 3.0 SCREENING FOR VOLATILE ORGANIC COMPOUNDS... 4 SECTION 4.0 FUNGI IN AIR SAMPLING AND ANALYSIS Methods and Analysis Interpretation of the Data Results... 8 SECTION 5.0 SURFACE DUST DIRECT IDENTIFICATION Methods and Analysis Standards Results SECTION 6.0 AMBIENT DUST MONITORING SECTION 7.0 COMFORT PARAMETERS Test Method and Sampling Strategy Results Discussion and Data Interpretation Temperature and Relative Humidity Carbon Dioxide and Carbon Monoxide SECTION 8.0 LIMITED SCREENING FOR LEAD BASED PAINT SECTION 9.0 LIMITED ASSESSMENT FOR ASBESTOS CONTAINING MATERIALS (ACM) SECTION 10.0 POTENTIAL AVIAN PATHOGENS INSPECTION SECTION 11.0 CONCLUSIONS AND RECOMMENDATIONS i

197 The RBA Group, Inc. ATTACHMENTS Attachment I ACM Sampling and Analytical Data Attachment II LBP Sampling and Analytical Data Attachment III Microbial Analytical Data Attachment IV Certifications/Accreditations Attachment V Photograph Log ii

198 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 EXECUTIVE SUMMARY The RBA Group, Inc. (RBA) was contracted by the New Jersey Department of Transportation (NJDOT) to conduct an Indoor Environmental Quality (IEQ) Study and hazardous materials screening at the Former Bordentown Combined Support Maintenance Shop (CSMS), Bordentown, New Jersey. The IEQ Study was performed to assess potential contaminants/conditions that are present within three (3) buildings identified at the facility to directives outlined within the Public Employees Occupational Safety and Health (PEOSH) Guidelines and the New Jersey Indoor Air Quality Standard (NJAC 12:100-13). Buildings consist of the Utility Truck Maintenance Building (UTMB), an Auxiliary Shop, and a Parts Warehouse. It is our understanding that the NJDOT will utilize the Former Bordentown CSMS for maintenance activities associated with the adjacent NJDOT Bordentown Maintenance Yard. This IEQ Study and hazardous materials screening consists of various inspections and investigations that exceed PEOSH requirements for safe building occupancies. The Former Bordentown CSMS ceased operations in 2011 and buildings were not occupied at the time of the assessment on June 15 and 17, Field observations, direct measurements, and sample collection was performed to assess building interiors for potential hazardous conditions. Based upon findings of the IEQ Study and hazardous screening, the following conditions exist within buildings: Volatile Organic Compounds (VOCs) exceeding action levels were not identified within buildings. Comfort Parameters were within acceptable limits for Carbon Dioxide and Carbon Monoxide within buildings. Temperature Control was not active at the time of the inspection, however temperature and relative humidity would be expected to be within compliance ranges when heat/cooling operations resume within buildings. Ambient Dust Levels are below recommended limits. Limited microbial growth was identified within the UTMB and Auxiliary Shop and likely is derived from moisture intrusion providing favorable conditions for spore growth. Any damaged building system notably suspended ceiling tiles with evidence of water damage or mold growth should be disposed of prior to occupancy by a contractor trained in mold remediation techniques. The Gutter Systems and Roofing notably on the Parts Warehouse should be inspected for system damage and corrected to avoid further moisture incursion. Minor Nuisance Avian infestation was observed in the UTMB. All decayed organic matter or related debris should be disposed of prior to occupancy/general maintenance activities by individuals with appropriate personal protective equipment. Lead Based Paint is present within buildings and is in generally good condition that does not require more than routine maintenance with the exception of several areas in the Parts Warehouse and UTMB. Those areas should be addressed in a stabilization project by a NJDOL licensed Lead Abatement Contractor. 1

199 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Friable Asbestos is present within all three buildings in the form of thermal systems insulation and is generally in good condition. Localized damage to these systems should be addressed by Operations and Maintenance activities to maintain system integrity. Damage to assumed asbestos non-friable building materials in the UTMB and Parts Warehouse should be addressed immediately by a licensed asbestos abatement contractor prior to building occupancy. The UTMB, Parts Warehouse, and the Auxiliary Shop indoor air conditions at the time of building inspections are in compliance with PEOSH for human occupancy. However, non PEOSH related studies/hazardous investigations (i.e., Asbestos, Lead Based Paint, Mold, VOCs, Ambient Dust, and Avian Infestation) indicate some interior building conditions that must be addressed prior to general occupancy. 2

200 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 SECTION 1.0 INTRODUCTION The RBA Group, Inc. (RBA) was contracted by the New Jersey Department of Transportation (NJDOT) to conduct an Indoor Environmental Quality (IEQ) Study and hazardous materials screening at the Former Bordentown Combined Support Maintenance Shop (CSMS), Bordentown, New Jersey. The IEQ Study was performed to assess potential contaminants/conditions that are present within three (3) buildings identified at the facility to directives outlined within the Public Employees Occupational Safety and Health (PEOSH) Guidelines and the New Jersey Indoor Air Quality Standard (NJAC 12:100-13). Buildings consist of the Utility Truck Maintenance Building (UTMB), an Auxiliary Shop, and a Parts Warehouse. It is our understanding that the NJDOT will utilize the Former CSMS for maintenance activities associated with the adjacent NJDOT Bordentown Maintenance Yard. The New Jersey Occupational Safety and Health Program provides protection for public employers and employees from exposure to occupational irritants and hazards. As with all state environmental regulatory directives the PEOSH Standards are based largely on regulations developed by the United States Environmental Protection Agency (USEPA) and The Occupational Safety and Health Administration (OSHA). Specific PEOSH Standards addressed in this assessment utilized the following industry practices: Asbestos in Construction/General; Lead in Construction; Indoor Air Quality Standard; and Occupational Exposure to Hazardous Chemicals. Specific assessment observations and findings will be detailed throughout the report with summary recommendations for response actions, if required. The Recommendations section of this report will address treatment, management, or remediation of identified hazards identified in the assessment. The IEQ Study contained the following components: Visual Inspection of Interior buildings/hvac Inspection Screening for Volatile Organic Compounds (VOCs) Fungi in Air Sampling and Analysis Surface Dust Direct Identification Ambient Dust Monitoring Comfort Parameters Assessment Limited Screening for Lead Based Paint (LBP) Limited Assessment for Asbestos Containing Materials (ACM) Inspection for Potential Avian Pathogens The Former Bordentown CSMS ceased operations in 2011 and buildings were not occupied at the time of the assessment on June 15 and 17, RBA s IEQ Study and hazardous materials screening was performed by Mr. Ryan Broadwater, a USEPA accredited Asbestos Building Inspector, State of New Jersey Department of Health and Senior Services licensed Lead Inspector/Risk Assessor, and an experienced Industrial Hygienist (IH) with a wide array of experience in microbial, HVAC, metal contamination, and indoor air quality inspection and design services. 3

201 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 The following sections detail RBA s assessment activities for each IEQ parameter or hazardous material evaluated. In addition, all field survey, sampling and analytical data are attached in the corresponding appendices. SECTION 2.0 VISUAL ASSESSMENT OF INTERIOR BUILDINGS/HVAC INSPECTION 2.1 UTMB The main station facility is comprised of mixed office and transportation service bays. The inspector noted the presence of potential LBP based on the age of the building, operational purpose, and visual indications. Suspect ACM were noted, sampled when the potential for friability was present, and noted for conditions. Limited water intrusion and visual microbial growth was identified in localized portions of the building. HVAC inspection identified an annex boiler room housing two oil/gas fired boilers, comprising the central boiler plant, which provides radiant heat through transmission lines, combined with overhead unit blowers and window air conditioner units. The central boiler plant likely underwent a large scale asbestos abatement project based on the age of the boilers present within the facility and the thermal systems insulation present in comparison to the approximate original construction date of the building. Avian infiltration was noted within the garage facility, prompting an investigation for the potential of known avian pathogens to be present within the building. 2.2 Auxiliary Shop The Auxiliary Shop Building is comprised of mixed office and transportation service bays, as well as a decommissioned vehicle paint chamber and storage. The inspector noted the presence of potential LBP based on the age of the facility, operational purpose, and visual indications. Suspect ACM were noted, sampled when the potential for friability was present, and noted for conditions. HVAC inspection identified radiant heat through transmission lines supplied from the central boiler plant, combined with overhead unit blowers and window unit air conditioner units. Suspected microbial growth or water intrusion were not visually identified during the inspection within the Auxiliary Shop Building with the exception of limited water staining on thermal systems insulation. 2.3 Parts Warehouse The Parts Warehouse Building is comprised of storage rooms and transportation service bays. The inspector noted the presence of potential LBP based on the age of the facility, operational purpose, and visual indications. Suspect ACM were noted, sampled when the potential for friability was present, and noted for site conditions. Limited water intrusion and visual microbial growth was identified in localized portions of the building. HVAC inspection identified radiant heat through transmission lines supplied from the central boiler plant, combined with overhead unit blowers and window unit air conditioner units. SECTION 3.0 SCREENING FOR VOLATILE ORGANIC COMPOUNDS An indoor air screening was conducted for VOCs, Semi Volatile Organic Compounds (SVOCs), and Reactive Chemicals using a portable ppbrae 3000 photo-ionization detector (PID). 4

202 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 The PID uses an electrodeless discharge UV lamp as the high energy photon source for the PID. The electrode is made of wire mesh so that the high energy UV light can shine through the mesh and excite the gas molecules when they pass in front of the UV window. The ions collected on the electrode are measured by an electrometer. The unit measures the electrometer readings and calculates the gas concentrations based on calibration to a known standard gas. The ppbrae is calibrated to ensure Quality Assurance/Quality Control (QA/QC) and is based on the instrument s response to isobutylene. The instrument is capable of detecting 120 different compounds and reporting real time results. The results of the air monitoring for Total VOC (TVOC) are presented in Table 1 Location Auxiliary Warehouse Main Garage Area Table 1: TVOC Air Sample Results TVOC - 1 ppb (10:00 am) TVOC - 2 ppb (12:00 pm) TVOC - 3 ppb (1:30 pm) ND ND ND Auxiliary Warehouse Offices ND ND ND Parts Warehouse Main Garage ND ND ND Parts Warehouse Gym/Offices ND ND ND UTMB Main Garage UTMB Locker Rooms ND 4 4 UTMB Front Offices ND 2 8 Note: ppb = parts per billion ND = Not Detected Detection Limit= 1 ppb The results of monitoring using the portable PID reflect airborne VOCs were largely absent or present in low level concentrations not exceeding 29 ppb. Active buildings typically have a background range of ppb. TVOC concentrations fall below USEPA and OSHA recommended limits of occupational exposure without identification of specific compounds. 5

203 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 SECTION 4.0 FUNGI IN AIR SAMPLING AND ANALYSIS 4.1 Methods and Analysis RBA utilized the Air-O-Cell cassette air sampling technique for the collection and analysis of a wide range of airborne particles, including fungal spores, pollen, insect parts, etc. The sampling was performed as a screening to characterize conditions within the UTMB, Auxiliary Shop Building, and Parts Warehouse Building as well as the outside ambient air for comparison. Sample collection consists of a sampling cassette attached to a high volume pump at a flow rate of 15 Liters per minute (L/min.) for 10 minutes to achieve 150 Liters of volume of air. Interpretation of the data was utilized to determine if potential allergens, such as pollen, insect fragments, mold spores, etc., existed in the building. Samples are analyzed via light microscopy at 600x magnification, with the entire slide (100% of the sample) being analyzed. For fungi spores, results are reported as total, meaning they include both viable and non-viable fungal spores. This technique does not allow for the differentiation between smaller spores of similar morphology that are difficult to distinguish at the method s analytical sensitivity. Such spores as Aspergillus spp. and Penicillium spp. are grouped together as one (1) genera (i.e., Aspergillus/Penicillium). Small (~1-3um) spherical fungal spores that cannot be identified are grouped together as Amerospores. Slides containing greater than 500 fungal spores and/or particulates are difficult to count accurately due to overcrowding and are therefore estimations. Similarly, excessive particulate debris can mask the presence of fungal spores, thereby reducing counting accuracies. Analytical services were provided by EMSL Analytical, Inc., in Cinnaminson, New Jersey. EMSL Analytical, Inc. is accredited by the American Industrial Hygiene Association (AIHA) and participates in the Environmental Microbiology Laboratory Accreditation Program (EMLAP). 4.2 Interpretation of the Data Typically, the results of any one (1) type of contaminant (fungal spores, pollen, insect fragments, etc.) are compared between indoor and outdoor levels. An article in the AIHA periodical Synergist, authored by Geoffrey A. Clark, reviewed a number of studies relating to standards for evaluating mold contaminants. The study suggested that normal air contains airborne concentrations of <2,500 fungal spore counts per cubic meter of air (Count/m 3 ) for commercial/industrial buildings. This threshold was also considered when evaluating analytical results relative to fungal spores. In general, interior levels should be less than outside levels, but this is subjective to seasonal and weather conditions. 6

204 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Table 2 Proposed Guidelines for Fungal Spores Type Normal Background* Possible Contamination Source Probable Contamination Source Air Samples from Residential Buildings Air Samples from Commercial Buildings <5,000 spores/m 3 5,000-10,000 spores/m 3 >10,000 <500 cfu/m ,000 cfu/m 3 spores/m 3 >1,000 cfu/m 3 <2,500 spores/m 3 2,500-10,000 spores/m 3 >10,000 <250 cfu/m ,000 cfu/m 3 spores/m 3 >1,000 cfu/m 3 Dust Samples <100,000 spores/g <10,000 cfu/g <50,000 mycelial frags/g 100,000-1,000,000 spores/g 10, ,000 cfu/g 50, ,000 mycelial frags/g >1,000,000 spores/g >100,000 cfu/g >100,000 mycelial frags/g Bulk Samples <100,000 spores/g <10,000 cfu/g <50,000 mycelial frags/g 100,000-1,000,000 spores/g 10, ,000 cfu/g 50, ,000 mycelial frags/g >1,000,000 spores/g >100,000 cfu/g >100,000 mycelial frags/g Swab Samples <10,000 cfu/in 2 <1,500 cfu/cm 2 >1,500 cfu/cm 2 N/A >10,000 cfu/in 2 Tape Samples NSFM or NSFB ** 1-5% 5-25% % * Types and relative proportions of fungal spores should be similar to outdoors ** NSFM = no significant fungal material; NSFB = no significant fungal biomass 7

205 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, Results Sample # Sample Location and Sample Type Auxiliary Shop Main Garage Auxiliary Shop Central Offices Auxiliary Shop Front Garage Auxiliary Shop Rear Supply Office Individual Identified Genera Concentration (Counts/m 3 ) Ascospores 200 Basidiospores 570 Cladosporium 100 Myxomycetes 20 Pithomyces 7 TOTAL: 904 Alternaria - 60 Ascospores 210 Aspergillus/Penicillium 20 Basidiospores 420 Cladosporium 1100 Epicoccum Myxomycetes 20 Pithomyces 21 TOTAL: 2,060 Ascospores 300 Aspergillus/Penicillium 80 Basidiospores 870 Cladosporium 100 Curvularia 20 Epicoccum - 20 Myxomycetes 10 TOTAL: 1,407 Ascospores 740 Basidiospores 4070 Cladosporium 760 Curvularia 7 Ganoderma 20 Nigrospora - 7 Other Airborne Particulate Concentrations (Counts/m 3 ) Fibrous Particulates Low Hyphal Fragments None Detected Insect Fragments None Detected Pollen 40 Skin Fragments Low Fibrous Particulates Low Insect Fragments 100 Pollen 100 Skin Fragments Low Fibrous Particulates Low Insect Fragments 7 Pollen 20 Skin Fragments Low Fibrous Particulates Low Hyphal Fragments 20 Insect Fragments 10 Skin Fragments Low TOTAL: 5, Exterior - Ambient Alternaria - 40 Ascospores 5870 Basidiospores 7340 Cladosporium 4750 Myxomycetes 20 Cercospora 20 Fibrous Particulates Low Hyphal Fragments 7 Insect Fragments 20 Pollen 7 Skin Fragments Low Parts Warehouse Main Garage TOTAL: 18,040 Ascospores 60 Basidiospores 400 Cladosporium 20 Unidentifiable Spores - 20 Fibrous Particulates Low Hyphal Fragments 7 Skin Fragments Low TOTAL: 500 8

206 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Sample # Sample Location and Sample Type Parts Warehouse Rear Offices Individual Identified Genera Concentration (Counts/m 3 ) Ascospores 100 Basidiospores 200 Cladosporium 100 Nigrospora - 20 Other Airborne Particulate Concentrations (Counts/m 3 ) Fibrous Particulates Low Hyphal Fragments 10 Insect Fragments 20 Skin Fragments Low TOTAL: UTMB Main Garage Basidiospores 20 Myxomycetes 20 Unidentifiable Spores 7 Fibrous Particulates Low Hyphal Fragments 100 Skin Fragments Low UTMB Side Locker Rooms TOTAL: 47 Ascospores 60 Basidiospores 60 Cladosporium 80 Myxomycetes 20 Fibrous Particulates Low Skin Fragments Low TOTAL: UTMB Front Offices Alternaria - 7 Ascospores 2810 Aspergillus/Penicillium 360 Basidiospores Stemphylium 7 TOTAL: 16, UTMB Front Garage Aspergillus/Penicillium 40 TOTAL: Exterior Alternaria - 60 Ascospores 4180 Aspergillus/Penicillium 330 Basidiospores Cladosporium 2000 Curvularia 20 Myxomycetes 40 Pithomyces 7 Torula 10 Nigrospora - 20 Odium 20 Fibrous Particulates Low Insect Fragments 7 Skin Fragments Low Fibrous Particulates Low Skin Fragments Low Fibrous Particulates Low Hyphal Fragments 20 Insect Fragments 20 Pollen 70 Skin Fragments Low TOTAL: 17, QA/QC Blank No Trace No Trace Fungal spores for each interior sample location were below the suggested normal total concentration of <2,500 Counts/m 3, with the exception of the Auxiliary Shop Rear Supply Office and the UTMB Front Offices. The primary genera detected were Basidiospores. However, these spores were detected from the outside ambient air sample at significant levels, indicating migration to the interior of the facilities. All genera found within the interior samples were detected in the exterior air samples indicating normal migration from the surrounding environment. 9

207 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Concentrations of Aspergillus/Penicillium like spores were reported within several samples at low levels. Aspergillus/Penicillium are indicators of water-damaged building materials, however were found not to be pervasive at the time of the inspection. Water Damaged Building Materials were evident within the UTMB and Parts Warehouse at the time of the inspection. The primary species detected within the sampling Basidiospores and to a lesser extent Cladosporium, are species known to be associated with wood rot, plant debris and decomposition and are not typically found to be common in interior spaces which would suggest migration from the surrounded wooded area into the facilities. The QA/QC Blank did not reveal any contamination to the sampling media lot used on this project. 5.0 SURFACE DUST DIRECT IDENTIFICATION 5.1 Methods and Analysis Surface dust samples were collected from targeted surfaces within the rooms to identify and develop a representative picture of conditions within the areas. Samples were collected utilizing a microbial swab and examined under direct identification to identify areas that may indicate a level of concern and may require additional study, based on the analytical results. Materials are analyzed using optical light microscopy with particle size measurements made through the use of a calibrated reticle field and stage micrometer. The light microscopy includes the adjunct use of polarized and cross polar light to examine for certain distinctive material features. Where appropriate, characteristics of identification include morphology, size, color(s), refractive index, angle of extinction, sign of elongation, isotropic and anisotropic features. 5.2 Standards No formal standards exist for surface dust and particulate with the exception of food preparation surfaces. Direct Identification yields a result relative to industry agreed upon levels of concern drawn from academic text and study in microbiology and industrial hygiene. The results are reported on a sliding scale from lowest ( rare, low ), intermediate ( medium ), and high ( high ). This method allows for a rapid determination if significant settled microbial contaminants exist, but does not determine if findings are viable or provide speciation. The observations and impressions garnered from the mounted slides are in relative terms. The microscopist examines for unusual quantities and occurrences. For example, slides examined with large quantities of mineral glass may be indicative of various construction material degradation and dislodgement. Significant quantities of this type of material could result in complaints of eye and skin irritation. Findings of dust mites and/or insect parts may also indicate the presence of an infestation and exposure to known allergens. 10

208 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, Results Sample # Sample Location and Sample Type S1 UTMB Locker Rooms Ceiling Tile S2 UTMB Front Office - Wall S3 Parts Warehouse Garage Wall S4 Parts Warehouse Gym Wall Individual Identified Genera/Particle Cladosporium Myxomycetes Rust Stachybotrys Ascospores Aspergillus/Penicillium Basidiospores Cladosporium Torula Unidentified Spores Triadelphia Hyphal Fragment Insect Fragment Alternaria Ascospores Aspergillus/Penicillium Basidiospores Curvularia Epicoccum Myxomycetes Ulocladium Pithomyces Pollen Chaetomium Cladosporium Curvularia Epicoccum Myxomycetes Ulocladium Nigrospora Pollen Cladosporium Ulocladium Rare Rare Rare High* Rare Rare Rare Rare Rare Rare Rare Rare Medium Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare Rare S5 Parts Warehouse Interior Wall - Water Intrusion * Sample extracted from visible growth pattern on water damage building component Occurrence Samples indicated a Rare result for all identified genera with the exception of Stachybotrys which was collected from water damaged ceiling tile that showed a visible microbial colony growth pattern, which registered a classification of High presence based on indicators commonly associated with the spores. This building component will be recommended to be removed from the facility as it is damaged beyond repair. Other species identified via direct examination include Aspergillus/Penicillium, Cladosporium sp., Ascospores, Curvularia, and Epicoccum, Ulocladium, Chaetonium, Torula and Basidospores which are all known to be common, but in this case were detected in low levels. Only areas showing significant water intrusion and/or visible growth were sampled and analyzed under direct examination. 11

209 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 SECTION 6.0 AMBIENT DUST MONITORING Ambient dust sampling was performed to measure particle concentrations within the interior spaces of the facilities. A TSI Dusttrack II (Model 8530) was utilized to measure dust particulate concentrations through a series of 10 minute samples. The instrument has the ability to read particulate matter (PM) classified as 2.5 microns or less in diameter (per mg/m3) and 10 microns or less in diameter (per mg/m3). Results are compared to recommendations of the USEPA National Ambient Air Quality Standards (40 CFR Part 50) as an applicable enforceable standard for casual exposure to airborne particulates. The recommended 3 year average exposure threshold to particulates is 12 mg/m3 for particulates of 2.5 microns or less in diameter and 150 mg/m3 for particulates of 10 microns or less in diameter. In addition, the OSHA permissible exposure limit (PEL) for an 8 hour time weighted average (TWA) for particulates not otherwise regulated is 5 mg/m3 of air. The following samples were collected: Location Sample 1 / Time Sample 2 / Time Auxiliary Shop mg/m3 avg./ 10:12 am mg/m3 avg./ 01:01 pm Parts Warehouse mg/m3 avg./ 10:55 am mg/m3 avg./ 01:25 pm UTMB mg/m3 avg./ 11:11 am mg/m3 avg./ 01:48 pm Based on the samples collected, ambient dust concentrations within buildings are within acceptable parameters. SECTION 7.0 COMFORT PARAMETERS 7.1 Test Method and Sampling Strategy Temperature and Relative Humidity readings were collected with a TSI Q Calc Portable Monitor. The instrument is equipped with thermocouple sensors for temperature (measured in degrees Fahrenheit) and relative humidity (%RH) readings. In addition, ambient Carbon Dioxide and Carbon Monoxide measurements were collected. 7.2 Results Comfort Parameters Measurements Location Temperature Relative Humidity Carbon Monoxide Carbon Dioxide (F o ) (%) (ppm) (ppm) Auxiliary Shop 78.4 o F 71.7% Parts Warehouse 83.3 o F 67.4% UTMB 84.3 o F 64.6% PEOSH RANGES RECOMMENDED o F No Set Standard <50 ppm TWA <1000 ppm 12

210 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, Discussion and Data Interpretation Temperature and Relative Humidity For summer months, the ASHRAE Standard recommends temperatures of 73 to 79 o F for people in typical seasonable clothing during light sedentary activity. ASHRAE also recommends relative humidity should be maintained within 30 to 60%. Temperatures were above the ASHRAE thresholds, as the building currently is without functioning HVAC Systems. Relative humidity was between 64 and 71% in occupied spaces, which are above the 30 to 60% recommended range, but within the variance of 25% and 80% cited as the wider range of individual comfort parameters. Variable results such as those registered within this assessment are not uncommon in indoor environments not under active temperature control mechanisms Carbon Dioxide and Carbon Monoxide Carbon Monoxide and Carbon Dioxide readings indicate no significant areas of concern present within the facilities. Readings are well below the established thresholds within the PEOSH Standards and OSHA Regulations. This is an important distinction due to the fact the property is bordered on two sides by high volume roadway systems US Route 130 and Interstate 295. SECTION 8.0 LIMITED SCREENING FOR LEAD BASED PAINT RBA performed the screening to characterize the surfaces and building components and to determine if any of the coatings applied are LBP. The screen was accomplished using a portable X-Ray Fluorescence (XRF) Lead Based Paint Detection System in consort with paint chip sample collection and analysis. RBA tested similar building components with the same apparent paint histories from interior surfaces. XRF results indicated the presence of LCP within several interior spaces at the facility. XRF results are presented in mg/cm2 where a measurement of 1.0 is considered positive by US HUD and NJ DHSS/DCA regulations. For purposes of this screen which is not meant to be a full HUD style inspection painted surfaces are identified by color and location as they pertain to each building on the property. XRF results are listed below: Location Color Result Auxiliary Shop Wall Surfaces Dark Grey 2.5 mg/cm2 Auxiliary Shop Wall Surfaces White 0.6 mg/cm2 Auxiliary Shop Lower Half Dark Brown 2.6 mg/cm2 Walls Auxiliary Shop Upper Walls Yellow 0.6 mg/cm2 Auxiliary Shop Upper Walls Light Grey 0.4 mg/cm2 Auxiliary Shop Walls Dark Green >4.5 mg/cm2 Auxiliary Shop Walls Light Green 0.2 mg/cm2 Auxiliary Shop White 0.5 mg/cm2 Ceiling/Structural Supports Parts Warehouse Walls in Grey (Green Substrate) 2.2 mg/cm2 Gymnasium Parts Warehouse Walls Brown 0.4 mg/cm2 Parts Warehouse Walls Yellow 0.0 mg/cm2 13

211 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Location Color Result UTMB - Walls Grey/White 0.0 mg/cm2 UTMB Lower Walls Brown 2.2 mg/cm2 UTMB Upper Walls Yellow 0.4 mg/cm2 UTMB - Walls Yellow/Red mg/cm2 [Results of 1.0 mg/cm2 are considered to be Positive for LBP by State and Federal Regulations.] Paint chip samples were collected in sufficient quantities to the bare surface of substrates. Paint was scraped from a surface onto an index card, folded in half to form a V-shape. Paint collected on an index card is placed in a non-electrostatic centrifugal tube, and submitted to a laboratory that is accredited by the AIHA and participates in the National Lead Laboratory Accreditation Program (NLLAP). EMSL Analytical, Inc., of Cinnaminson, New Jersey conducted the analysis. Atomic Absorption Spectrometry (AAS) analysis was utilized for paint chip samples. Results are provided in percentage of lead per sample weight, where 0.5% lead by weight or greater indicates the material sampled is LBP, as per USEPA criteria. Lead chip samples were utilized for areas displaying significant damage and/or areas that were inaccessible for assessment via XRF detector. Results of analysis are detailed below: Sample ID # Location/Component Analytical Result 01PB61515 UTMB - Ceiling 0.068% 02PB61515 UTMB - Boiler Room Lower Walls 6.3% 03PB61515 Parts Warehouse - Ceiling 2.3% 04PB61515 Parts Warehouse - Wall 0.026% LBP was identified on wall surfaces and ceilings in various locations including: UTMB: Boiler Room Lower Walls (Green) and Interior Walls (Brown) Auxiliary Shop Building: Rear Garage Lower Walls (Dark Grey), Front Garage Lower Walls (Dark Brown), and Lower Walls (Dark Green) located sporadically throughout the building Parts Warehouse: Ceiling (White) in Gymnasium Area, Walls in Gymnasium Area (Grey/Green) 14

212 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 SECTION 9.0 LIMITED ASSESSMENT FOR ASBESTOS CONTAINING MATERIALS (ACM) The ACM survey was performed in accordance with 40 CFR, Part 763, AHERA/ASHARA, and the New Jersey Department of Health Public Employee Occupational Safety and Health Guidelines. The Asbestos inspection was focused on Category 1, Friable Materials as classified by the USEPA as well as damaged non-friable materials that have or may be rendered friable with normal occupancy. Samples were submitted to EMSL for Polarized Light Microscopy (PLM) analysis. Results of analysis are detailed by location and material in Table 3. Table 3 Asbestos Containing Material Inspection Results Location Homogenous ID #/Material Analytical Result PLM UTMB Fittings Associated with Fiberglass Pipe Insulation 6% Chrysotile UTMB Fittings Associated with Corrugated Paper Pipe Insulation 2% Chrysotile UTMB Corrugated Paper Pipe Insulation 65% Chrysotile Auxiliary Shop Fittings Associated with Compressed Paper Pipe Insulation 5% Chrysotile Auxiliary Shop Corrugated Paper Pipe Insulation 70% Chrysotile Parts Warehouse Fittings Associated with Fiberglass Pipe Insulation Building 7% Chrysotile Parts Warehouse Building Interior Window Glazing <1% Chrysotile Friable ACM were identified on thermal system transmission lines throughout buildings inspected. These materials were generally considered to be in intact or good condition. Thermal systems insulation was observed to be present within garage facilities and above suspended ceiling tile systems in all buildings inspected. In addition, suspected ACM considered to be non-friable in nature were observed to be damaged and in need of remediation including interior window glazing located within the Parts Warehouse Building and damaged 9 x 9 Brown Vinyl Asbestos Tile and Mastics located on the Second Floor of the Shop Office/Locker Room Area. Intact VAT/VCT was observed to be present and in generally intact condition throughout all buildings inspected. Residual floor tile mastic was observed to be present within the former Gymnasium area of the Parts Warehouse Building. SECTION 10.0 POTENTIAL AVIAN PATHOGENS INSPECTION Infestation by Avian species notably pigeons, blackbird species, starlings and cowbirds and the subsequent accumulation of feces in roosting sites has been known to create conditions favorable for the development and amplification of the fungi Histoplasma Capsuatum and Cryptococcus Neoformans. Exposure to these fungi have been linked to respiratory afflictions/distress and allergic type reactions to the skin and eyes particularly in those with immunocompromised conditions. The UTMB showed evidence of bird infestation in the form of droppings and several examples of birds in the form of carrion. 15

213 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 The inspector accessed interior spaces primarily rafters and spaces near the interior roofline to assess the existence of active or previous active bird nesting sites within the facility. After visual inspection for various species present within the building and the lack of evidence of nesting spaces observed, it is likely that birds had become inadvertently trapped within the space during the building while it was unoccupied, rather than entering voluntarily to form activing nesting sites. The lack of the primary species of concern pigeons also limited the potential for harmful fungi feces deposits to be present. SECTION 11.0 CONCLUSIONS AND RECOMMENDATIONS Based on general observations and analytical data collected from the Former Bordentown CSMS, the following recommendations are provided to address compliance with PEOSH regulations (as well as applicable federal and state regulatory requirements) and to limit exposure to identify hazardous building materials, microbial contaminants, and other irritants within the facility. Recommendations for response actions are listed by building below: UTMB Damaged Suspended Ceiling Tiles were found to be present within the Parts Shop/Locker Room, along with the Front Office area that has shown evidence of microbial growth confirmed by analytical sampling. Water damaged building materials should be removed and disposed of prior to occupancy of the building. It is recommended that a remediation contractor with experience in personal protective equipment and decontamination procedures concerning mold/microbial remediation be employed to address these issues. Approximately 400 square feet of assumed vinyl asbestos floor tile has become delaminated/cracked on the second floor mezzanine located in the Parts Shop. This material has been rendered friable and must be abated by a NJDOL licensed asbestos abatement contractor prior to general construction, maintenance, or occupancy of the area. Localized damage to thermal systems insulation containing asbestos should be repaired with wettable adhesive cloth and mastics to seal the system and prevent the accidental release of asbestos fibers. Painted surfaces in the Main Boiler Room containing LBP were observed to be in damaged/destabilized condition. Damaged surfaces and paint systems coated with LBP should be stabilized by a NJDOL licensed lead abatement contractor to prevent further damage to the system that may result in dust generation and lead dust migration to other occupied areas of the building. All animal carcasses/debris/droppings should be removed using personal protective equipment and respirator protection by trained personnel. This should be completed and the affected floor/wall surfaces cleaned with antifungal cleaning solutions prior to general cleaning/maintenance of the unaffected areas within the building. 16

214 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 AUXILIARY SHOP BUILDING Minor Water Damage/Intrusion to thermal systems insulation was observed in service bays and storage areas within the building. Evidence of microbial growth was observed and confirmed by analytical sampling in the Rear Offices. Water damaged building materials should be removed and disposed of prior to occupancy of the building. It is recommended that a remediation contractor with experience in personal protective equipment and decontamination procedures concerning mold/microbial remediation be employed to address these issues. Localized damaged to thermal systems insulation containing asbestos should be repaired with wettable adhesive cloth and mastics to seal the system and prevent the accidental release of asbestos fibers. PARTS WAREHOUSE Painted surfaces in the Gymnasium including water impacted wall and ceiling locations - containing LCP were observed to be in damaged/destabilized condition. Damaged surfaces and paint systems coated with LBP should be stabilized by a NJDOL licensed lead abatement contractor to prevent further damage to the system that may result in dust generation and lead dust migration to other occupied areas of the building. Exterior plant/weed growth was noted to be impacting the building on the northeast side of the building. Plant matter should be trimmed/removed from the exterior and interior spaces to limit further potential of damage to the building and moisture incursion/microbial growth. Water Damage within the central garage would indicate that the roofing system has become compromised and is in need of repair. In addition, the gutter system has become compromised on the southeast side of the facility and appears to be allowing water incursion into the building. Repairs to damaged Roof and Gutter Systems should be completed as soon as possible to prevent further damage/impact. Damage to original window metal systems containing caulking/glazing that contain asbestos was observed within the interior building spaces. Caulking must be removed by a NJDOL licensed asbestos abatement contractor prior to general construction, maintenance, or occupancy of that area. Affected building systems should be sealed to prevent moisture incursion and/or heat loss. GENERAL OBSERVATIONS The IEQ study and hazardous waste screening identified a limited number of asbestos and LBP building components or suspect components that remain in intact condition and don t require immediate treatment. Any impact/damage to these building systems requires an assessment by a qualified inspector and may require further analytical testing. As with all buildings, proper management, awareness training, and response is warranted to maintaining suitable conditions for continued occupancy and operation of buildings. 17

215 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Any suspect building materials/surfaces uncovered during the course of renovation or general construction should be inspected/analyzed for content immediately upon their discovery. Destructive sampling or inspection for hidden materials was not included in this assessment. All HVAC filters/dust control systems should be disposed of or cleaned, as appropriate, prior to their re-activation for resumed occupancy. No forced air HVAC components were observed to be present in the buildings, but if those types of systems were to be discovered, they should be cleaned by a qualified HVAC/duct cleaning contractor prior to any operation. 18

216 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Attachment I ACM Sampling and Analytical Data

217 EMSL Analytical, Inc. 200 Route 130 North, Cinnaminson, NJ Phone/Fax: (800) / (856) cinnasblab@emsl.com EMSL Order: CustomerID: CustomerPO: ProjectID: RBAG63 Attn: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Phone: (973) Fax: (973) Received: 06/15/15 5:40 PM Analysis Date: 6/17/2015 Collected: 6/15/2015 Project: Bordentown CSMS IAQ Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type 01RB RB UTMB - Fittings With Fiberglass UTMB - Fittings With Fiberglass Gray Fibrous Homogeneous HA: 1 30% Min. Wool 64% Non-fibrous (other) 6% Chrysotile Stop Positive (Not Analyzed) HA: 1 03RB UTMB - Fittings With Fiberglass Stop Positive (Not Analyzed) HA: 1 04RB UTMB - Fittings With Aircocell Gray Fibrous Homogeneous 30% Min. Wool 68% Non-fibrous (other) 2% Chrysotile HA: 2 05RB UTMB - Fittings With Aircocell Stop Positive (Not Analyzed) HA: 2 06RB UTMB - Fittings With Aircocell Stop Positive (Not Analyzed) HA: 2 07RB UTMB - Corrugated Paper TSI Gray/White Fibrous Homogeneous 25% Cellulose 10% Non-fibrous (other) 65% Chrysotile HA: 3 Analyst(s) Felix Anusiem (5) Patrick Carr (2) William Bradford (1) Benjamin Ellis, Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NVLAP Lab Code , AIHA-LAP, LLC-IHLAP Lab , NYS ELAP 10872, NJ DEP 03036, PA ID# Initial report from 06/17/ :49:31 Test Report PLM Printed: 6/17/ :49:31 AM 1

218 EMSL Analytical, Inc. 200 Route 130 North, Cinnaminson, NJ Phone/Fax: (800) / (856) cinnasblab@emsl.com EMSL Order: CustomerID: CustomerPO: ProjectID: RBAG63 Attn: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Phone: (973) Fax: (973) Received: 06/15/15 5:40 PM Analysis Date: 6/17/2015 Collected: 6/15/2015 Project: Bordentown CSMS IAQ Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type 08RB RB RB RB UTMB - Corrugated Paper TSI UTMB - Corrugated Paper TSI Auxilary Shop - Fittings With TSI Auxilary Shop - Fittings With TSI Gray Fibrous Homogeneous HA: 3 HA: 3 HA: 4 45% Min. Wool 50% Non-fibrous (other) Stop Positive (Not Analyzed) Stop Positive (Not Analyzed) 5% Chrysotile Stop Positive (Not Analyzed) HA: 4 12RB Auxilary Shop - Fittings With TSI Stop Positive (Not Analyzed) HA: 4 13RB Auxilary Shop - Corrugated Paper TSI White Fibrous Homogeneous 25% Cellulose 5% Non-fibrous (other) 70% Chrysotile HA: 5 14RB Auxilary Shop - Corrugated Paper TSI Stop Positive (Not Analyzed) HA: 5 Analyst(s) Felix Anusiem (5) Patrick Carr (2) William Bradford (1) Benjamin Ellis, Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NVLAP Lab Code , AIHA-LAP, LLC-IHLAP Lab , NYS ELAP 10872, NJ DEP 03036, PA ID# Initial report from 06/17/ :49:31 Test Report PLM Printed: 6/17/ :49:31 AM 2

219 EMSL Analytical, Inc. 200 Route 130 North, Cinnaminson, NJ Phone/Fax: (800) / (856) cinnasblab@emsl.com EMSL Order: CustomerID: CustomerPO: ProjectID: RBAG63 Attn: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Phone: (973) Fax: (973) Received: 06/15/15 5:40 PM Analysis Date: 6/17/2015 Collected: 6/15/2015 Project: Bordentown CSMS IAQ Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy Non-Asbestos Asbestos Sample Description Appearance % Fibrous % Non-Fibrous % Type 15RB RB RB RB RB RB Auxilary Shop - Corrugated Paper TSI Parts Warehouse - Fittings Parts Warehouse - Fittings Parts Warehouse - Fittings Parts Warehouse - Caulk Parts Warehouse - Caulk Gray/White Fibrous Homogeneous Gray/Tan Non-Fibrous Homogeneous Gray/Tan/White Non-Fibrous Homogeneous HA: 5 HA: 6 HA: 6 HA: 6 HA: 7 HA: 7 55% Min. Wool 38% Non-fibrous (other) 100% Non-fibrous (other) 2% Cellulose 98% Non-fibrous (other) Stop Positive (Not Analyzed) 7% Chrysotile Stop Positive (Not Analyzed) Stop Positive (Not Analyzed) <1% <1% Chrysotile Chrysotile Analyst(s) Felix Anusiem (5) Patrick Carr (2) William Bradford (1) Benjamin Ellis, Laboratory Manager or other approved signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NVLAP Lab Code , AIHA-LAP, LLC-IHLAP Lab , NYS ELAP 10872, NJ DEP 03036, PA ID# Initial report from 06/17/ :49:31 Test Report PLM Printed: 6/17/ :49:31 AM THIS IS THE LAST PAGE OF THE REPORT. 3

220 OrderID: Page 1 Of 2

221 OrderID: Page 2 Of 2

222 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Attachment II LBP Sampling and Analytical Data

223 EMSL Analytical, Inc. 200 Route 130 North, Cinnaminson, NJ Phone/Fax: (856) / (856) cinnaminsonleadlab@emsl.com EMSL Order: CustomerID: CustomerPO: ProjectID: RBAG63 Attn: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Phone: (973) Fax: (973) Received: 06/15/15 5:40 PM Collected: 6/15/2015 Project: Bordentown CSMS IAQ Study Test Report: Lead in Paint Chips by Flame AAS (SW B/7000B)* Client Sample Description Lab ID Collected Analyzed 01PB /15/2015 6/16/2015 Site: UTMB - Ceiling 02PB /15/2015 6/16/2015 Site: UTMB - Boiler Lower Wall 03PB /15/2015 6/16/2015 Site: Parts Warehouse - Ceiling 04PB /15/2015 6/16/2015 Site: Parts Warehouse - Wall Lead Concentration % wt 6.3 % wt 2.3 % wt % wt Julie Smith - Laboratory Director NJ-NELAP Accredited:03036 or other approved signatory *Analysis following Lead in Paint by EMSL SOP/Determination of Environmental Lead by FLAA. Reporting limit is % wt based on the minimum sample weight per our SOP. Unless noted, results in this report are not blank corrected. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities. Samples received in good condition unless otherwise noted. "<" (less than) result signifies that the analyte was not detected at or above the reporting limit. Measurement of uncertainty is available upon request. The QC data associated with the sample results included in this report meet the recovery and precision requirements established by the AIHA-LAP, unless specifically indicated otherwise. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NELAP Certifications: NJ 03036, NY 10872, PA , AIHA-LAP, LLC ELLAP , A2LA Initial report from 06/16/ :43:52 Test Report ChmSnglePrm/nQC Printed: 6/16/2015 2:43:52 PM Page 1 of 1

224 OrderID: Page 1 Of 2

225 OrderID: Page 2 Of 2

226 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Attachment III Microbial Analytical Data

227 EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ Phone/Fax: (800) / (856) / cinnmicrolab@emsl.com Order ID: Customer ID: Customer PO: Project ID: RBAG63 Attn: Proj: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Bordentown CSMS IAQ Study Phone: (973) Fax: (973) Collected: 06/15/2015 Received: 06/15/2015 Analyzed: 06/16/2015 Test Report: Air-O-Cell( ) Analysis of Fungal Spores & Particulates by Optical Microscopy (Methods EMSL 05-TP-003, ASTM D7391) Lab Sample Number: Client Sample ID: Volume (L): Sample Location: Any Shop - Main Garage Any Shop - Offices Any Shop - Front Garage Spore Types Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Alternaria Ascospores Aspergillus/Penicillium Basidiospores Bipolaris Chaetomium Cladosporium Curvularia Epicoccum Fusarium Ganoderma Myxomycetes++ 3* 20* 2.2 3* 20* 1 2* 10* 0.7 Pithomyces 1* 7* Stachybotrys Torula Unidentifiable Spores Cercospora Nigrospora Oidium Pestalotia * 7* 0.5 Spegazzinia 1* 7* Stemphylium Total Fungi Hyphal Fragment Insect Fragment * 7* - Pollen Analyt. Sensitivity 600x Analyt. Sensitivity 300x - 7* - - 7* - - 7* - Skin Fragments (1-4) Fibrous Particulate (1-4) Background (1-5) Bipolaris++ = Bipolaris/Drechslera/Exserohilum Myxomycetes++ = Myxomycetes/Periconia/Smut Farbod Nekouei, M.S., Laboratory Director or Other Approved Signatory High levels of background particulate can obscure spores and other particulates leading to underestimation. Background levels of 5 indicate an overloading of background particulates, prohibiting accurate detection and quantification. Present = Spores detected on overloaded samples. Results are not blank corrected unless otherwise noted. The detection limit is equal to one fungal spore, structure, pollen, fiber particle or insect fragment. "*" Denotes particles found at 300X. "-" Denotes not detected. Due to method stopping rules, raw counts in excess of 100 are extrapolated based on the percentage analyzed. EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ AIHA-LAP, LLC--EMLAP Lab Initial report from: 06/16/ :13:05 For Information on the fungi listed in this report please visit the Resources section at Test Report SPVER Printed: 6/16/ :14:37PM Page 1 of 5

228 EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ Phone/Fax: (800) / (856) / cinnmicrolab@emsl.com Order ID: Customer ID: Customer PO: Project ID: RBAG63 Attn: Proj: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Bordentown CSMS IAQ Study Phone: (973) Fax: (973) Collected: 06/15/2015 Received: 06/15/2015 Analyzed: 06/16/2015 Test Report: Air-O-Cell( ) Analysis of Fungal Spores & Particulates by Optical Microscopy (Methods EMSL 05-TP-003, ASTM D7391) Lab Sample Number: Client Sample ID: Volume (L): Sample Location: Any Shop - Rear Supply Office Exterior Pants Warehouse - Gym Spore Types Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Alternaria Ascospores Aspergillus/Penicillium Basidiospores Bipolaris Chaetomium Cladosporium Curvularia 1* 7* Epicoccum Fusarium Ganoderma Myxomycetes Pithomyces Stachybotrys Torula Unidentifiable Spores Cercospora Nigrospora 1* 7* Oidium Pestalotia Spegazzinia Stemphylium Total Fungi None Detected - Hyphal Fragment * 7* Insect Fragment 2* 10* Pollen * 7* Analyt. Sensitivity 600x Analyt. Sensitivity 300x - 7* - - 7* - - 7* - Skin Fragments (1-4) Fibrous Particulate (1-4) Background (1-5) Bipolaris++ = Bipolaris/Drechslera/Exserohilum Myxomycetes++ = Myxomycetes/Periconia/Smut Farbod Nekouei, M.S., Laboratory Director or Other Approved Signatory High levels of background particulate can obscure spores and other particulates leading to underestimation. Background levels of 5 indicate an overloading of background particulates, prohibiting accurate detection and quantification. Present = Spores detected on overloaded samples. Results are not blank corrected unless otherwise noted. The detection limit is equal to one fungal spore, structure, pollen, fiber particle or insect fragment. "*" Denotes particles found at 300X. "-" Denotes not detected. Due to method stopping rules, raw counts in excess of 100 are extrapolated based on the percentage analyzed. EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ AIHA-LAP, LLC--EMLAP Lab Initial report from: 06/16/ :13:05 For Information on the fungi listed in this report please visit the Resources section at Test Report SPVER Printed: 6/16/ :14:37PM Page 2 of 5

229 EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ Phone/Fax: (800) / (856) / cinnmicrolab@emsl.com Order ID: Customer ID: Customer PO: Project ID: RBAG63 Attn: Proj: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Bordentown CSMS IAQ Study Phone: (973) Fax: (973) Collected: 06/15/2015 Received: 06/15/2015 Analyzed: 06/16/2015 Test Report: Air-O-Cell( ) Analysis of Fungal Spores & Particulates by Optical Microscopy (Methods EMSL 05-TP-003, ASTM D7391) Lab Sample Number: Client Sample ID: Volume (L): Sample Location: Pants Warehouse - Main Garage Pants Warehouse - Rear Offices UTMB - Main Garage Spore Types Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Alternaria Ascospores Aspergillus/Penicillium Basidiospores Bipolaris Chaetomium Cladosporium Curvularia Epicoccum Fusarium Ganoderma Myxomycetes Pithomyces Stachybotrys Torula Unidentifiable Spores * 7* 14.9 Cercospora Nigrospora Oidium Pestalotia Spegazzinia Stemphylium Total Fungi Hyphal Fragment 1* 7* - 2* 10* Insect Fragment Pollen Analyt. Sensitivity 600x Analyt. Sensitivity 300x - 7* - - 7* - - 7* - Skin Fragments (1-4) Fibrous Particulate (1-4) Background (1-5) Bipolaris++ = Bipolaris/Drechslera/Exserohilum Myxomycetes++ = Myxomycetes/Periconia/Smut Farbod Nekouei, M.S., Laboratory Director or Other Approved Signatory High levels of background particulate can obscure spores and other particulates leading to underestimation. Background levels of 5 indicate an overloading of background particulates, prohibiting accurate detection and quantification. Present = Spores detected on overloaded samples. Results are not blank corrected unless otherwise noted. The detection limit is equal to one fungal spore, structure, pollen, fiber particle or insect fragment. "*" Denotes particles found at 300X. "-" Denotes not detected. Due to method stopping rules, raw counts in excess of 100 are extrapolated based on the percentage analyzed. EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ AIHA-LAP, LLC--EMLAP Lab Initial report from: 06/16/ :13:05 For Information on the fungi listed in this report please visit the Resources section at Test Report SPVER Printed: 6/16/ :14:37PM Page 3 of 5

230 EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ Phone/Fax: (800) / (856) / cinnmicrolab@emsl.com Order ID: Customer ID: Customer PO: Project ID: RBAG63 Attn: Proj: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Bordentown CSMS IAQ Study Phone: (973) Fax: (973) Collected: 06/15/2015 Received: 06/15/2015 Analyzed: 06/16/2015 Test Report: Air-O-Cell( ) Analysis of Fungal Spores & Particulates by Optical Microscopy (Methods EMSL 05-TP-003, ASTM D7391) Lab Sample Number: Client Sample ID: Volume (L): Sample Location: UTMB - Side / Locker Rooms UTMB - Front Offices UTMB - Front Garage Spore Types Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Alternaria * 7* Ascospores Aspergillus/Penicillium Basidiospores Bipolaris Chaetomium Cladosporium Curvularia Epicoccum Fusarium Ganoderma Myxomycetes Pithomyces Stachybotrys Torula Unidentifiable Spores Cercospora Nigrospora Oidium Pestalotia Spegazzinia Stemphylium * 7* Total Fungi Hyphal Fragment Insect Fragment * 7* Pollen Analyt. Sensitivity 600x Analyt. Sensitivity 300x - 7* - - 7* - - 7* - Skin Fragments (1-4) Fibrous Particulate (1-4) Background (1-5) Bipolaris++ = Bipolaris/Drechslera/Exserohilum Myxomycetes++ = Myxomycetes/Periconia/Smut Farbod Nekouei, M.S., Laboratory Director or Other Approved Signatory High levels of background particulate can obscure spores and other particulates leading to underestimation. Background levels of 5 indicate an overloading of background particulates, prohibiting accurate detection and quantification. Present = Spores detected on overloaded samples. Results are not blank corrected unless otherwise noted. The detection limit is equal to one fungal spore, structure, pollen, fiber particle or insect fragment. "*" Denotes particles found at 300X. "-" Denotes not detected. Due to method stopping rules, raw counts in excess of 100 are extrapolated based on the percentage analyzed. EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ AIHA-LAP, LLC--EMLAP Lab Initial report from: 06/16/ :13:05 For Information on the fungi listed in this report please visit the Resources section at Test Report SPVER Printed: 6/16/ :14:37PM Page 4 of 5

231 EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ Phone/Fax: (800) / (856) / cinnmicrolab@emsl.com Order ID: Customer ID: Customer PO: Project ID: RBAG63 Attn: Proj: Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Bordentown CSMS IAQ Study Phone: (973) Fax: (973) Collected: 06/15/2015 Received: 06/15/2015 Analyzed: 06/16/2015 Test Report: Air-O-Cell( ) Analysis of Fungal Spores & Particulates by Optical Microscopy (Methods EMSL 05-TP-003, ASTM D7391) Lab Sample Number: Client Sample ID: Volume (L): Sample Location: Exterior Blank Dummy Dummy Dummy Spore Types Raw Count Count/m³ % of Total Raw Count Count/m³ % of Total Alternaria 9* 60* Ascospores Aspergillus/Penicillium Basidiospores Bipolaris Chaetomium Cladosporium Curvularia Epicoccum Fusarium Ganoderma Myxomycetes Pithomyces 1* 7* Stachybotrys Torula 2* 10* Unidentifiable Spores Cercospora Nigrospora Oidium Pestalotia Spegazzinia Stemphylium Total Fungi No Trace Hyphal Fragment Insect Fragment Pollen Analyt. Sensitivity 600x Analyt. Sensitivity 300x - 7* - - 0* Skin Fragments (1-4) Fibrous Particulate (1-4) Background (1-5) Bipolaris++ = Bipolaris/Drechslera/Exserohilum Myxomycetes++ = Myxomycetes/Periconia/Smut Farbod Nekouei, M.S., Laboratory Director or Other Approved Signatory High levels of background particulate can obscure spores and other particulates leading to underestimation. Background levels of 5 indicate an overloading of background particulates, prohibiting accurate detection and quantification. Present = Spores detected on overloaded samples. Results are not blank corrected unless otherwise noted. The detection limit is equal to one fungal spore, structure, pollen, fiber particle or insect fragment. "*" Denotes particles found at 300X. "-" Denotes not detected. Due to method stopping rules, raw counts in excess of 100 are extrapolated based on the percentage analyzed. EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ AIHA-LAP, LLC--EMLAP Lab Initial report from: 06/16/ :13:05 For Information on the fungi listed in this report please visit the Resources section at Test Report SPVER Printed: 6/16/ :14:37PM Page 5 of 5

232 OrderID: Page 1 Of 2

233 OrderID: Page 2 Of 2

234 Attn: Proj: EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ Phone/Fax: (800) / (856) / cinnmicrolab@emsl.com Ryan Broadwater RBA Group 7 Campus Drive Parsippany, NJ Bordentown CSMS IAG Order ID: Customer ID: Customer PO: Project ID: Phone: (973) Fax: (973) Collected: 06/15/2015 Received: 06/15/2015 Analyzed: 06/16/ RBAG63 Test Report: Microscopic Examination of Fungal Spores, Fungal Structures, Hyphae, and Other Particulates from Swab Samples (EMSL Method: M041) Lab Sample Number: Client Sample ID: Sample Location: S1 UTMB - Locker Room Tiles S2 UTMB - Front Office - Wall S3 Parts W.H. - Wall S4 Parts W.H. - Gym Wall S5 Parts W.H. - Interior Wall Spore Types Category Category Category Category Category Agrocybe/Coprinus Alternaria - - Rare - - Ascospores - Rare Rare - - Aspergillus/Penicillium - Rare Rare - - Basidiospores - Rare Rare - - Bipolaris Chaetomium Rare - Cladosporium Rare Rare - Rare Rare Curvularia - - Rare Rare - Epicoccum - - Rare Rare - Fusarium Ganoderma Myxomycetes++ Rare - Rare Rare - Paecilomyces Rust Rare Scopulariopsis Stachybotrys *High* Torula - Rare Ulocladium - - Rare Rare Rare Unidentifiable Spores - Rare Zygomycetes Nigrospora Rare - Pithomyces - - Rare - - Triadelphia - Rare Fibrous Particulate Hyphal Fragment - Rare Insect Fragment - Medium Pollen - - Rare Rare - Category: Count/per area analyzed Rare: 1 to 10 Low: 11 to 100 Medium: 101 to 1000 High: >1000 Bipolaris++ = Bipolaris/Dreschlera/Exserohilum Myxomycetes++ = Myxomycetes/Periconia/Smut * = Sample contains fruiting structures and/or hyphae associated with the spores. Farbod Nekouei, M.S., Laboratory Director No discernable field blank was submitted with this group of samples. or Other Approved Signatory EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation of the data contained in this report is the responsibility of the client. *-* denotes not detected. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ AIHA-LAP, LLC--EMLAP Accredited # Initial report from: 06/16/ :39:23 For Information on the fungi listed in this report please visit the Resources section at Test Report DEVER Printed: 6/16/ :39:23PM Page 1 of 1

235 OrderID: Page 1 Of 1

236 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Attachment IV Certifications/Accreditations

237 EMSL Analytical, Inc. 200 Route 130 North, Cinnaminson, NJ Laboratory ID: along with all premises from which key activities are performed, as listed above, has fulfilled the requirements of the AIHA Laboratory Accreditation Programs (AIHA-LAP), LLC accreditation to the ISO/IEC 17025:2005 international standard, General Requirements for the Competence of Testing and Calibration Laboratories in the following: Specific Field(s) of Testing (FoT)/Method(s) within each Accreditation Program for which the above named laboratory maintains accreditation is outlined on the attached Scope of Accreditation. Continued accreditation is contingent upon successful on-going compliance with ISO/IEC 17025:2005 and AIHA-LAP, LLC requirements. This certificate is not valid without the attached Scope of Accreditation. Please review the AIHA- LAP, LLC website ( for the most current Scope. Revision 14: 03/26/2014 Date Issued: 10/31/2014 AIHA Laboratory Accreditation Programs, LLC acknowledges that LABORATORY ACCREDITATION PROGRAMS INDUSTRIAL HYGIENE Accreditation Expires: 09/01/2016 ENVIRONMENTAL LEAD Accreditation Expires: 09/01/2016 ENVIRONMENTAL MICROBIOLOGY Accreditation Expires: 09/01/2016 FOOD Accreditation Expires: UNIQUE SCOPES Accreditation Expires: Gerald Schultz, CIH Chairperson, Analytical Accreditation Board Cheryl O. Morton Managing Director, AIHA Laboratory Accreditation Programs, LLC

238 AIHA Laboratory Accreditation Programs, LLC SCOPE OF ACCREDITATION EMSL Analytical, Inc. Laboratory ID: Route 130 North, Cinnaminson, NJ Issue Date: 10/31/2014 The laboratory is approved for those specific field(s) of testing/methods listed in the table below. Clients are urged to verify the laboratory s current accreditation status for the particular field(s) of testing/methods, since these can change due to proficiency status, suspension and/or withdrawal of accreditation. The EPA recognizes the AIHA-LAP, LLC ELLAP program as meeting the requirements of the National Lead Laboratory Accreditation Program (NLLAP) established under Title X of the Residential Lead-Based Paint Hazard Reduction Act of 1992 and includes paint, soil and dust wipe analysis. Air analysis is not included as part of the NLLAP. Environmental Lead Laboratory Accreditation Program (ELLAP) Initial Accreditation Date: 01/18/1995 Field of Testing (FoT) Method Paint EPA SW B EPA SW B Soil EPA SW B EPA SW B Settled Dust by Wipe EPA SW B EPA SW B Airborne Dust NIOSH 7082 Method Description (for internal methods only) A complete listing of currently accredited Environmental Lead laboratories is available on the AIHA-LAP, LLC website at: Effective: 03/12/ _Scope_ELLAP_2014_10_31 Page 1 of 1

239 Certificate of Accreditation to ISO/IEC 17025:2005 NVLAP-01C (REV ) United States Department of Commerce National Institute of Standards and Technology NVLAP LAB CODE: EMSL Analytical, Inc. Cinnaminson, NJ is accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation, for: AIRBORNE ASBESTOS FIBER ANALYSIS This laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2005. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISO-ILAC-IAF Communique dated January 2009) through Effective dates For the National Institute of Standards and Technology

240 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ Mr. Stephen Siegel, CIH Phone: Fax: URL: AIRBORNE ASBESTOS FIBER ANALYSIS (TEM) NVLAP LAB CODE NVLAP Code Designation / Description 18/A02 U.S. EPA's "Interim Transmission Electron Microscopy Analytical Methods-Mandatory and Nonmandatory-and Mandatory Section to Determine Completion of Response Actions" as found in 40 CFR, Part 763, Subpart E, Appendix A. Page 1 of through Effective dates For the National Institute of Standards and Technology NVLAP-01S (REV )

241 Certificate of Accreditation to ISO/IEC 17025:2005 NVLAP-01C (REV ) United States Department of Commerce National Institute of Standards and Technology NVLAP LAB CODE: EMSL Analytical, Inc. Cinnaminson, NJ is accredited by the National Voluntary Laboratory Accreditation Program for specific services, listed on the Scope of Accreditation, for: BULK ASBESTOS FIBER ANALYSIS This laboratory is accredited in accordance with the recognized International Standard ISO/IEC 17025:2005. This accreditation demonstrates technical competence for a defined scope and the operation of a laboratory quality management system (refer to joint ISO-ILAC-IAF Communique dated January 2009) through Effective dates For the National Institute of Standards and Technology

242 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 EMSL Analytical, Inc. 200 Route 130 North Cinnaminson, NJ Mr. Stephen Siegel, CIH Phone: Fax: URL: BULK ASBESTOS FIBER ANALYSIS (PLM) NVLAP LAB CODE NVLAP Code Designation / Description 18/A01 EPA 600/M : Interim Method for the Determination of Asbestos in Bulk Insulation Samples 18/A03 EPA 600/R-93/116: Method for the Determination of Asbestos in Bulk Building Materials Page 1 of through Effective dates For the National Institute of Standards and Technology NVLAP-01S (REV )

243

244

245 Indoor Environmental Quality (IEQ) Study Burlington County Bordentown, New Jersey June 19, 2015 Attachment V Photograph Log

246 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 1 Date: 6/15/15 Description: UTMB Moisture Incursion/Microbial Growth Within Parts Shop/Locker Room Area

247 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 2 Date: 6/15/15 Description: UTMB- Damaged VAT Located on Mezzanine Level of Parts Warehouse

248 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 3 Date: 6/15/15 Description: UTMB- Bird Debris

249 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 4 Date: 6/15/15 Description: Auxiliary Shop- Typical Lead Based Paint Coated Wall Surface (Dark Brown)

250 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 5 Date: 6/15/15 Description: Auxiliary Shop- Water Damaged Non-ACM Pipe Insulation

251 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 6 Date: 6/15/15 Description: Parts Warehouse - Lead Based Paint Debris/Damage, Walls and Celling in Gymnasium

252 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 7 Date: 6/15/15 Description: Parts Warehouse Water Damaged to Ceiling Structure in Main Garage Area

253 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 8 Date: 6/15/15 Description: Parts Warehouse Damaged Assumed ACM Window Caulking/Glazing on Original Metal Windows

254 PHOTOGRAPHIC LOG Client Name: NEW JERSEY DEPARTMENT OF TRANSPORTATION Site Location: FORMER BORDENTOWN COMBINED SUPPORT MAINTENANCE SHOP (CSMS) Project Number: J Photo Number: 9 Date: 6/15/15 Description: UTMB - Damaged to Lead Based Paint in Main Boiler Room

255 DEPARTMENT OF TRANSPORTATION THE STATE OF NEW JERSEY The RBA Group, Inc. 7 Campus Drive, Suite 300, Parsippany, NJ