0003687 Attachment F - DPS Program of Requirements.pdf

Texas Department of Public Safety (TXDPS)

Program of Requirements (POR) V2

TXDPS Training Academy

Florence, TX

July 23, 2024

RFQ #0003687 Commisssioning Services for DPS Training Academy Attachment F

TXDPS Training Academy | B24228.00

Program of Requirements | July 23, 2024

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Table of Contents

Table of Contents

Section I: General Information

Section II: Project Team Members

2.1 Steering Committee

Section III: Executive Summary

3.1 Budget

3.2 Schedule

3.3 Project Planning Assumptions

3.4 Project Phasing

Section IV: Project Budget & Schedule

4.1 Project Budget

4.2 Project Schedule Narrative

4.3 Phase I: Project Schedule

Section V: Project Requirements

5.1 General Requirements

5.2 Codes, Standards, & Regulations

5.3 Energy Conservation

5.4 Risk

5.5 Project Specifications Assumptions

5.6 Program Buildings & Site Elements

Section VI: Site Planning

6.1 Site Location Maps

6.2 Existing Site Conditions

6.3 Parking Requirements

6.4 Site Investigations

6.5 Availability & Location of Utilities

6.6 Site Test Fit

Section VII: Space Program

Section VIII: POR Certification & Sign Off

8.1 User Group

Section IX: Appendices

Appendix A: Master Schedule

Appendix B: Construction Cost Estimate

Appendix C: TXDPS Water Service PVC Option

Appendix D: 2023 Project Analysis vs. 2024 Program of Requirements

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Section I: General Information

Project Details

Project Name TXDPS Training Academy

Project Number B24288.00

Location Near the City of Florence, TX

Date Prepared July 23, 2024

Prepared By Broaddus Companies & Kimley-Horn

Delivery Method CMAR

Type of Project New Construction & Addition / Renovation

New Site Construction

Air-Conditioned Buildings Area 362,241 SF

Site Elements Area 891,732 SF

Total Area 1,253,973 SF

Section II: Project Team Members

2.1 Steering Committee

Steering Committee

User Coordinator James “Eddie” King

Title Deputy Administrator Construction

Office Phone 512.424.2219

Email James.King@dps.texas.gov

Committee Member Kevin Sandberg

Title TFC Senior Project Manager

Office Phone 512.463.8198

Email Kevin.sandberg@tfc.texas.gov

Committee Member Jason Griffin

Title Major

Office Phone 512.424.5784

Email jason.griffin@dps.texas.gov

Committee Member Derek Prestridge

Title Assistant Chief

Office Phone 512.424.5783

Email derek.prestridge@dps.texas.gov

Committee Member Shannon Hamby

Title Captain

Office Phone 512.424.7132

Email shannon.hamby@dps.texas.gov

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Section III: Executive Summary

According to the Project Analysis (PA) document dated January 18, 2023, “TXDPS has established a long-term goal to establish a modernized facility for training sworn personnel within TXDPS as well as officers of federal, state, and local law enforcement partners. To this end, TXDPS proposes moving all TOD activities to Williamson County and significantly enhancing the Williamson County facilities.”

The existing site in Williamson County has been expanded to the northeast by 135 acres of new land.

TXDPS has determined the best location for the new TXDPS Training Facility to be located at the new site. The program for this new building includes only Phase I. Phases II and III are to be completed later pending legislative approval. The new land has space for the initial program. There is available remaining space to accommodate 100% expansion of the recruit and in-service dorms, and related programming.

3.1 Budget

The TXDPS Phase I Total Project Cost Budget is $366,833,963. The current Total Project Cost (TPC) estimate based on the new programming input from the end users, change in phase elements, and updated cost of work is $320,178,378, including a 10% program contingency ($24.5M).

A summary cost breakdown has been categorized as follows:

• Construction. Expenses associated with constructing or renovating the training facility buildings and site elements

• Professional Services. Fees for project management, architectural, engineering, and other technical expertise involved in design and construction

• Support Expenses. Owner procured costs for real estate acquisition, furniture, training equipment, and technological hardware/software, TAB, CMT, and miscellaneous expenses

• Technology. Expenses for IT, telecommunications, and security infrastructure

• Miscellaneous Expenses. Expenses for move costs, commissioning, and wayfinding

• Contingency. Reserve allocation for unforeseen costs that may arise during project execution

3.2 Schedule

The overall schedule is for the A/E to start on 7/31/2024 and the construction finishes on 4/30/2027, and the 12-month warrantee phase concludes on 4/30/2028. A comprehensive project timeline will be provided by CMAR for the awarded phases. The anticipated schedule will address key milestones, including:

• Completion of environmental assessments and permitting processes.

• Finalization of design documents for all project phases.

• Construction milestones for site work, building construction, and FF&E installation.

• Facility testing, occupancy approvals, and training commencement.

This information is crucial for securing funding approvals, managing project resources, and ensuring the timely delivery of a modernized training facility for the TXDPS.

3.3 Project Planning Assumptions

The 2023 program has been validated to the stated program elements and space requirements to confirm the noted figures will accomplish the desired outcomes. The Site Test Fit has been developed to show the approximate functional relationships and illustrate the space required for program elements.

The Cost Estimate has been developed to verify the program details to assure all projects costs are

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The TXDPS Training recruit class model description and daily activities are:

Recruit Class Training Calendar

• 125-member recruit class.

• 30 weeks per class, 3 classes per year, 6 months long, rotating about 2- to 3-month intervals.

• Might have 2 to 3 classes on site concurrently.

Typical Daily Schedule for Recruit Class

• 5:00am – 6:30am: PT Field

• 6:30am – 7:15am: Hygiene / Breakfast

• 7:15am – 11:00am: Classroom

• 11:00am – 12:00pm: Lunch / Uniforms / Administration

• 12:00pm – 5:00pm: ACT (Arrested Control Tactics) Classroom

• 5:00pm – 6:00pm: Dinner

• 6:00pm: End the day of training

• Studying in their own time, sometimes structured evening training if needed.

Operational Hours

The facility is operational 24 hours per day, 7 days per week, 365 days per year.

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3.4 Project Phasing

The project is to be built in three phases.

Phase I (Funding Available for Phase I Only)

1. Administration Building (3 Story)

2. Classroom Building (1 Story)

3. Dorms for Recruits (2 Story – Can Expand 100%)

4. Cafeteria (1 Story)

5. Indoor Physical Fitness (2 Story)

a. Indoor Gym, Fitness, & Wellness Unit – Separate Pricing

b. Arrest & Control Tactics – Separate Pricing

6. Outdoor Physical Fitness (Track & Field)

7. Central Utility Plant (1 Story)

8. Maintenance / Warehouse Building (1 Story)

9. Water Tower

10. Water & Pump Station

11. Outdoor Physical Fitness Pavilion (1 Story)

12. Perimeter Fence for New Site

13. 1.5-Mile Fitness Trail

14. Parking Lot for 800 Stalls

15. Detention Basin Water Quality Basin

16. Bullet Traps (Existing Site)

17. Mobile Targeting System (Existing Site)

18. Wastewater Treatment Plant

Phase II (Future Phase is Not Funded)

19. Dorms for In-Service Personnel (2 Story – Can Expand 100%)

20. Parking Garage for 400 Stalls (2 Story)

21. Maintenance / Warehouse Building (Combined with #22)

22. Central Utility Plant (Can Expand 100%)

Phase III (Future Phase is Not Funded)

23. Indoor Aquatics

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Section IV: Project Budget & Schedule

4.1 Project Budget

Notes

1 Offsite Utilities Cost of $15M is included in the Construction Line

2 Cost / Fee is Known Amount

3 Building Uses are Administrative, Educational, Food Service, Residential, & Physical Training

4 Bollards, Electrical Door Strikes, Card/Badge Readers, etc.

5 Texas Facilities Commission Project Fee is current actual cost as provided by DPS and TFC

6 Percentages are calculated as a portion of the Construction Cost

Project Budget Detail

Total Project Costs Estimate Perc.6

Construction (Includes 5% Design & 5% Contractor Contingency) 1 $245,492,324

Professional Services $31,743,640 12.30%

Project Management Fee 2 $8,104,671 2.76%

Project Management Reimbursables (Above) 2 0 0.00%

Project Management Contingency (Above) 2 0 0.00%

TFC Project Manager 5 $2,751,255 0.94%

A/E Basic Design Fee $20,866,848 8.50%

A/E Reimbursables $20,867 0.10%

Support Expenses (Owner Procured) $9,064,482 2.33%

Real Estate Costs 2 $3,131,889 1.07%

Boundary Survey & Assessment 2 $175,174 0.06%

Tree and Topo Survey 2 $27,400 0.01%

Moveable Furniture (FF&E) $3,906,012 1.59%

Special Equipment (Based on 5 Different Building Uses) 3 $490,985 0.20%

Test & Air Balance $245,492 0.10%

Material Testing $736,477 0.30%

Geotechnical $184,119 0.07%

Interior Branding $122,746 0.05%

ADA/TDLR Consultant (in A/E Fee) 0 0.00%

Printing & Reprographics $24,549 0.01%

Postage & Shipping $19,639 0.01%

Technology $7,364,769 3.00%

Data – Hardware & Equipment $3,068,654 1.25%

Data - Software (by owner) 0 0.00%

Audio / Visual $859,223 0.35%

Telecommunications $368,238 0.15%

Security (Miscellaneous Building Hardening) 4 $3,068,654 1.25%

Miscellaneous Expenses $1,963,938 0.80%

Advertising & Bid (Incurred Cost by Owner) 0 0.00%

Signs / Graphics / Wayfinding (Exterior Signage) $122,746 0.05%

Commissioning $1,841,192 0.75%

Sub-Total $295,629,154

Owner Contingency (10% min.) $24,549,232 10.00%

Total Project Cost for Phase 1 Program $320,178,387

Total Project Cost Budget $366,833,963

Variance (Under Budget) $46,655,576 16.05%

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4.2 Project Schedule Narrative

The initial Phase I project schedule, outlined in 2023, gave an anticipated completion date of December

2029. A summary of the initial master schedule is shown on the following page and the full master schedule is included in Appendix A.

While this POR provides a high-level project timeline, a more detailed schedule will be established after the CMAR is selected. Following the CMAR's proposal outlining their phasing and construction sequencing plan, a further schedule validation process will be required. This validation will involve collaboratively refining the schedule with the CMAR to account for the agreed upon packaging strategy, their specific construction methodology, resource availability, and potential risk mitigation strategies.

This collaborative effort will ensure a realistic and achievable project timeline that considers all aspects of construction execution.

4.3 Phase I: Project Schedule

Schedule Detail

Milestone Start Date Completion Date

Owner Selections

Project Management Services 1/1/2024 3/1/2024

A/E Services 4/10/2024 7/30/2024

CMAR Services 4/15/2024 9/15/2024

Pre-Construction Services

Design Programming Phase & Reviews 2/26/2024 8/22/2024

Schematic Design Phase & Reviews 7/31/2024 12/2/2024

Design Development Phase & Reviews 12/3/2024 2/11/2025

Construction Document Phase & Review 2/12/2025 6/24/2025

Early Release Packages (ERP)

Site Civil 7/31/2024 12/10/2024

Long Lead MEP 7/31/2024 12/10/2024

Structural 7/31/2024 12/10/2024

Offsite Water Line 7/31/2024 12/10/2024

Guaranteed Maximum Price (GMP)

Bid/Award Construction Contract Phase 5/28/2025 9/3/2025

Construction

Offsite Water Line Construction 12/11/2024 1/14/2026

Construction Phase 3/14/2025 4/29/2027

Commissioning & Move In

Commissioning & Move In 1/14/2027 4/30/2027

1-Year Warranty Period 3/30/2027 4/30/2028

Texas Legislature Schedule

Texas 89th Legislature Session 1/14/2025 6/2/2025

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Section V: Project Requirements

5.1 General Requirements

The A/E team is responsible for the design for this project. The POR is intended only to establish basic design criteria. This POR does not include all User requirements that may be identified in the project during the design process. Further, it is to be used in conjunction with the TFC “Owner’s Project

Requirements” (OPR), dated June 22, 2021, found here:

https://www.tfc.texas.gov/divisions/facilities/prog/construct/formsindex/2021%20TFC%20OPR%20Upd ate%20Document_062221%20signed.pdf and the Agreement for A/E Services to establish the responsibilities of the Project A/E team. The OPR provides general criteria, design processes, and general requirements applicable to TXDPS construction projects. The design team shall make professional evaluations of design problems and issues related to this project, analyze the advantages and disadvantages of each, evaluate, and recommend solutions to the design issues during the design process.

The A/E team is responsible to TXDPS for performing professional evaluations and any needed detailed studies using sound architectural and engineering principles required to establish the most functional, economical, and efficient use of materials, the site, and construction methods to provide the requested facilities within an approved budget during the design phases. The CMAR delivery method will be used.

The A/E team is charged with the responsibility of establishing the final locations, configuration, and layout taking into consideration site conditions and requirements established in this program.

5.2 Codes, Standards, & Regulations

The list of codes, standards, and regulations adopted by the TFC is available in the document “TFC OPR

Version 1” dated June 22, 2021, under Chapter 5, Architectural and Engineering Criteria.

5.3 Energy Conservation

The complete list of Sustainability Requirement adopted by the TFC is available in the document “TFC

OPR Version 1” dated June 22, 2021, under Section 2.3, Sustainability.

5.4 Risk

Barriers to the success of the project could be among the following:

1) Offsite Water Utility Connection and Easement

2) Critical permits that take extended periods of time to obtain

3) Equipment or materials with long lead times require early procurement to mitigate schedule impacts. Items may include:

a. Generators & Automatic Transfer Switches (ATS)

b. Electrical Switchgear

c. Packaged WWTP

4) A/E Design and Construction Budget Approval Process

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5.5 Project Specifications Assumptions

1. Sitework & Paving

A. Temporary Controls – We have included monies associated with the on-site controls.

B. Demolition is included for allowing access of construction vehicles.

C. Clearing and Grubbing

D. Mass Excavation

E. Concrete Vehicle Paving

F. Concrete Parking Lots

G. Decomposed and compressed granite running trail

2. Central Utility Plant & Warehouse

A. Foundations

a. Drilled straight shaft piers assumed adequate at 18-inch diameter by 40-ft deep.

b. 8-inch Reinforced concrete slab w/integral Grade Beam.

B. Building Shell

a. Pre-Engineered Metal Building (Structure, Roof, & Siding).

C. Exterior Wall

a. 6-inch Metal Stud w/Dens Glass; one side, with Type – X Gypsum Wall Board; two sides and Batt Insulation in the stud-bay cavities.

b. Vapor Barrier(s), Flashings, Insulated Metal Panel, Storefront Entrance and Egress

Doors.

D. Roofing

a. Standing Seam Metal Roofing – Factory Finish, Preformed aluminum parapet caps.

E. Interior Finish

a. The interior finishes commensurate with the building’s intended end-use.

F. MEP Systems

a. Wet pipe sprinkler systems to satisfy NFPA – 13.

b. Plumbing to satisfy occupancy and code requirements.

c. Package Chillers to serve all campus buildings. Assume adequate cooling at 2,636

Tons.

d. Code minimum lighting for occupancy and life safety.

G. Low Voltage Systems

a. Fire Alarm, Voice Data, Electronic Safety, & Security.

3. Administration Building

A. Foundations

a. Drilled straight shaft piers assumed adequate at 18-inch diameter by 40-ft deep.

b. 6-inch Reinforced concrete slab-on-grade w/integral Grade Beam.

B. Building Shell

a. Structural Steel Framing System (Columns, Beams, Bar joist and decking)

b. 10#’s/SF @ Floors

c. 8#’s/SF @ Roof

d. 1.5#’s/SF for Misc.

C. Exterior Wall

a. 6-inch Metal Stud w/Dens Glass; one side, with Type – X Gypsum Wall Board; two-sides and Batt Insulation in the stud-bay cavities.

b. Vapor Barrier, Flashings, Masonry Veneer – 80%, Cut-Stone Veneer – 10%, Punched

Window openings – 10% (for maximum natural light), Egress Doors.

D. Roofing

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a. Modified Bitumen roofing system with integral flashing to parapets, Preformed aluminum parapet caps.

E. Interior Finish

a. Interior finishes commensurate with the “POR” and the building’s intended end-use.

(See estimating details).

F. MEP Systems

a. Taps for utilities, chilled, fire, and domestic water, sanitary sewer, and storm drainage.

b. Wet pipe sprinkler systems to satisfy NFPA – 13.

c. Plumbing to satisfy occupancy, code, and program requirements.

d. Plumbing to satisfy occupancy, code, and POR.

e. HVAC Distribution VAV’s and FCU’s to sheet metal duct with supply-side economizers and thermostatic controls.

f. Electrical criteria sized at 12 watts/SF.

g. Lighting allowances at $9.50/SF.

G. Low Voltage Systems

a. Fire Alarm, Voice Data, Electronic Safety, & Security.

4. Indoor Physical Fitness

A. Foundations

a. Drilled straight shaft piers assumed adequate at 18-inch diameter by 40-ft deep.

b. 8-inch Reinforced concrete slab w/integral Grade Beam.

B. Building Shell

a. Pre-Engineered Metal Building (Structure, Roof, Siding).

b. Mezzanine (2nd floor) typical structural steel framing.

c. Exterior Roll-Up Doors.

C. Exterior Wall

a. 6-inch Metal Stud w/Dens Glass; one side, with Type – X Gypsum Wall Board; two-sides and Batt Insulation in the stud-bay cavities.

b. Vapor Barrier, Flashings, Insulated Metal Panel – 75%, Cut-Stone Veneer

Wainscotting – 15%, Punched Window openings – 10% (for maximum natural light), Storefront Glazing at building entrance, Storefront Entrance Doors, Egress Doors at grade.

D. Roofing

a. Modified Bitumen roofing system with integral flashing to parapets, Preformed aluminum parapet caps.

E. Interior Finish

a. The interior finishes commensurate with a typical institutional Gymnasium.

i. Includes Rubberized Floor, VCT, LVT, Carpet Tile, Polished Concrete Floor, etc.

F. MEP Systems

a. Wet pipe sprinkler systems to satisfy NFPA – 13.

b. Plumbing to satisfy occupancy and code requirements.

c. Package Chillers to serve all campus buildings. Assume adequate cooling at 2,636

Tons.

d. Electrical Service Design sized at 13 watts/SF.

e. Lighting allowances at $7.00/SF.

G. Low Voltage Systems

a. Fire Alarm, Voice Data, Electronic Safety and Security.

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5. Cafeteria

A. Foundations

a. Drilled straight shaft piers assumed adequate at 18-inch diameter by 40-ft deep.

b. 6-inch Reinforced concrete slab w/integral Grade Beam

B. Building Shell

a. Structural Steel Framing System (Columns, Beams, Bar joist and decking)

b. 10#’s/SF @ Floors

c. 8#’s/SF @ Roof

d. 1.5#’s/SF for Misc.

C. Exterior Wall

a. 6-inch Metal Stud w/Dens Glass; one side, with Type – X Gypsum Wall Board; two-sides and Batt Insulation in the stud-bay cavities.

b. Vapor Barrier, Flashings, Insulated Metal Panel – 75%, Cut-Stone Veneer Wainscotting –

15%, Punched Window openings – 10% (for maximum natural light), Storefront Glazing at building entrance, Storefront Entrance Doors, Egress Doors at grade.

D. Roofing

a. Modified Bitumen roofing system with integral flashing to parapets

b. Preformed aluminum parapet caps

E. Interior Finish

a. The interior finishes commensurate with a typical institutional cafeteria and dining area.

i. Includes VCT, LVT, Carpet Tile, Polished Concrete Floor, etc.

F. MEP Systems

a. Wet pipe sprinkler systems to satisfy NFPA – 13.

b. Plumbing to satisfy occupancy and code requirements.

c. Package Chillers to serve all campus buildings. Assume adequate cooling at 2,636 Tons.

d. Electrical Service Design sized at 13 watts/SF.

e. Lighting allowances at $7.00/SF.

G. Low Voltage Systems

a. Fire Alarm, Voice Data, Electronic Safety, & Security

6. Classroom Building

A. Foundations

a. Drilled straight shaft piers assumed adequate at 18-inch diameter by 40-ft deep.

b. 6-inch Reinforced concrete slab-on-grade w/integral Grade Beam.

B. Building Shell

a. Structural Steel Framing System (Columns, Beams, Bar Joist, & Decking)

b. 10#’s/SF @ Floors

c. 8#’s/SF @ Roof

d. 1.5#’s/SF for Misc.

C. Exterior Wall

a. 6-inch Metal Stud w/Dens Glass; one side, with Type – X Gypsum Wall Board; two-sides and Batt Insulation in the stud-bay cavities.

b. Vapor Barrier, Flashings, Masonry Veneer - 80%, Cut-Stone Veneer – 10%, Punched

Window openings – 10% (for maximum natural light), Egress Doors

D. Roofing

a. Modified Bitumen roofing system with integral flashing to parapets.

b. Preformed aluminum parapet caps.

E. Interior Finish

a. The interior finishes commensurate with the typical institutional classroom building.

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i. Includes VCT, LVT, Carpet Tile, Polished Concrete Floor, etc.

b. Walls between classrooms will have added soundproofing.

F. MEP Systems

a. Taps for Utilities, Chilled, Fire, and Domestic Water, Sanitary Sewer, and storm drainage.

b. Wet pipe sprinkler systems to satisfy NFPA – 13.

c. Plumbing to satisfy occupancy, code, and program requirements.

d. HVAC Distribution VAV’s and FCU’s to sheet metal duct with supply-side economizers and thermostatic controls.

e. Electrical criteria sized at 13 watts/SF.

f. Lighting allowances at $9.50/SF.

G. Low Voltage Systems

a. Fire Alarm, Voice Data, Electronic Safety, & Security.

7. Recruit Dormitories

A. Foundations

a. Drilled straight shaft piers assumed adequate at 18-inch diameter by 40-ft deep.

b. 6-inch Reinforced concrete slab-on-grade w/integral Grade Beam.

B. Building Shell

a. Structural Steel Framing System (Columns, Beams, Bar joist and decking).

b. 10#’s/SF @ Floors.

c. 8#’s/SF @ Roof.

d. 1.5#’s/SF for Misc.

e. 4-inch concrete topping at metal deck floor pan.

f. 3-inch concrete topping at metal deck roof pan

C. Exterior Wall

a. 6-inch Metal Stud w/Dens Glass; one side, with Type – X Gypsum Wall Board; two-sides and Batt Insulation in the stud-bay cavities.

b. Vapor Barrier, Flashings, 3- Coat Stucco - 80%, Cut-Stone Veneer – 10%, Punched

Window openings – 10% (for maximum natural light), Egress Doors.

D. Roofing

a. Modified Bitumen roofing system with integral flashing to parapets.

b. Preformed aluminum parapet caps.

E. Interior Finish

a. The interior finishes commensurate with a typical institutional dormitory.

i. Includes VCT, LVT, Carpet Tile, Polished Concrete Floor, etc.

F. MEP Systems

a. Taps for utilities, Chilled Water, Fire Water, Domestic Water, Sanitary Sewer, and storm drainage.

b. Wet pipe sprinkler systems to satisfy NFPA – 13.

c. Plumbing to satisfy occupancy, code, and POR.

d. HVAC Distribution VAV’s and FCU’s to sheet metal duct with supply-side economizers and thermostatic controls.

e. Electrical criteria sized at 15 watts/SF.

f. Lighting allowances at $9.50/SF.

G. Low Voltage Systems

a. Fire Alarm, Voice Data, Electronic Safety, & Security.

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5.6 Program Buildings & Site Elements

Phase I (Currently Funded)

Refer to Site Test Fit in Section 6.6 for building and site element’s locations.

1. Administration Building

A. This is a 3-story building that houses 22 offices, a 20-person squad room, 2 conference rooms, and a 1,000-seat auditorium. It is the main building of this part of campus. It should be connected to or in very close proximity to the Classroom Building. The scope was increased to build out 3rd floor structural capacity and to build out the 3rd floor

Shell Space.

2. Classroom Building

A. This is a 1-story or 2-story building that houses 9 classrooms: 1: 200-seat classroom, 2:

150-seat classrooms, 3: 60-seat classrooms, and 3: 30-seat classrooms. It should be connected to or in very close proximity to the Administrative Building.

3. Dorms for Recruits

A. This is a series of 5: 2-story buildings that houses 500 recruits. Approximately 400 will be for men’s dorms and 100 for women’s dorms. It is assumed that each floor plate will house 50 people. The bedroom will be barrack-style, open floor plan with centralized toilets and showers. Each floor plate will include one counselor room, one isolation room, a laundry room, and a day room. Dorm configuration could be altered to include

180 recruits in one building.

4. Cafeteria

A. The cafeteria is to have a kitchen, dining area, and staff support area. The anticipated volume is 250 people eating in three shifts for a total of 750 people. There is a 50-person VIP conference / dining area. The kitchen is also sized to handle catering to the existing TXDPS Firearms Training Building.

5. Indoor Physical Fitness

A. This 2-story building has two main parts: (1) Inside Gym, Fitness and Wellness Unit and

(2) Arrest and Control Tactics – Indoor. This structure will be a one-story indoor conditioned space.

6. Outdoor Physical Fitness (Track & Field)

A. This is for outdoor exercises and includes a full-size football field with 5-yard striping, without goal posts, and using synthetic turf. This includes a 5-lane, ¼-mile, running track.

7. Central Utility Plant

A. This 1-story building is sized to accommodate support of a Phase I build out utility loop for the campus, including chilled water, hot water, electrical distribution, and one central backup generator. Package chillers are to serve all buildings. Assumption is adequate cooling at 2,636 tons. The scope was increased to add a Docking Station for a portable generator to serve as a backup.

8. Maintenance / Warehouse Building

A. Combined with the Central Utility Plant.

9. Water Tower

A. The Water Tower (2M gallon) is for Fire Suppression.

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10. Water & Pump Station

A. Located next to the water tower, the main water service will be routed to this location.

11. Outdoor Physical Fitness Pavilion

A. This structure will be an open-air pavilion. The activities here are for the Fitness and

Wellness Unit (FWU) and Arrest Control Tactics (ACT).

12. Perimeter Fence for New Site

A. The existing fence will be extended to the new site. The existing fence is an 8-ft high chain link.

13. 1.5-Mile Fitness Trail

A. Cardio course, containing 30% grade at various locations, utilizing the existing topography.

14. 800-Stall Parking Lot

A. Dedicated surface parking lot of 500 stalls for the recruit dorms, as well as a dedicated surface parking lot of 300 stalls to serve the Administration Building, Classroom Building, and Cafeteria.

15. Detention Basin & Water Quality Basin

A. These basins are to be in the remote north part of the campus.

16. Bullet Traps (at Existing Site)

A. To avoid delays in the safe use of the ranges for firearms training, it is proposed that each of the following ranges be outfitted with stand-alone bullet traps constructed in front of each backstop: Tactical, 60 Point, Multi-Purpose, and Rifle. This will provide a double layer of protection behind each range and allow for the capture of lead and brass for easy collection with no accumulation within the berms. In addition, these bullet traps will decrease the ricochet potential and round escape beyond the range area.

17. Mobile Targeting System (at Existing Site)

A. In conjunction with the proposed bullet traps, a moving targeting system can be designed to accommodate target movement left, right, and turning, and can be specific to each range. Mobile targeting systems can be ground-mounted, or overhead-supported. This will allow for more effective weapons training, especially from a tactical training perspective.

18. Wastewater Treatment Plant (WWTP)

A. This structure is to be in the north part of the campus, to be remote from the active part of campus. The WWTP to be protected by a PEMB (Pre-Engineered Metal Building).

Phase II (Not in Project & Not Yet Funded)

19. In-Service Personnel Dorms

A. This is a series of 4: 2-story buildings that house 200 people. It is assumed that each floor plate will house 25 people. The bedroom style will be a combination of 100 single rooms and 50 double rooms with centralized toilets and showers. Each floor plate will also include a laundry and a day room. The building will have approximately 80% 3-Coat

Stucco, 10% Cut-Stone Veneer, and 10% Punched Window Openings. The roof will be

Modified Bitumen. The In-Service Dorms have room to expand 100% on site.

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20. Parking Garage

A. This 2-story parking garage will house 400 stalls, 200 of which are dedicated to the In-

Service Dorms. The assumption is precast concrete.

21. Maintenance / Warehouse Building

A. This building from Phase I is combined with the CUP.

22. Central Utility Plant

A. This building from Phase I can expand 100% as needed for additional campus growth.

Phase III (Not in Project & Not Yet Funded)

23. Indoor Aquatics

A. This Olympic-sized pool will have supporting elements and climate control for 24/7/365 operation.

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Section VI: Site Planning

6.1 Site Location Maps

Figure 1. Existing Site & New Site Location Map

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Figure 2. Map of New Site

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6.2 Existing Site Conditions

Site Suitability

The new 135.58-acre site has room for all program elements and future expansion. There is a

Freshwater Wetland (creek) through the southern one third of the new site. There is a 50-ft easement for a crude oil pipeline running diagonally east-west through the new site. The 100- and 500-year floodplains make the far northern portion of the site non-usable for any grade manipulation. The new site is assumed to be able to be balanced because of grades that are relatively gentle.

6.3 Parking Requirements

Phase I Parking is 800 stalls in surface lots. This includes 500 stalls for Recruit Dorms and 300 stalls for general parking for the staff and visitors to the campus. The CUP will have dedicated surface parking of

10 for staff. Per 2012 Texas Accessibility Standards, 17 stalls must be accessible parking spaces.

Phase II Parking is 400 stalls in a two-level parking garage. This will serve the added 200 stalls for the

Phase II In-Service Dorms and increased capacity for general parking for the staff and visitors to the campus. The total number of stalls for total build out is 1,210. Per 2012 Texas Accessibility Standards, 23 stalls must be accessible parking spaces.

Fire Access to all buildings can be via the perimeter road and designated fire lanes. The cafeteria will have a loading dock for loading and unloading supplies. The Administration Building will have a drop-off lane in front of the building.

6.4 Site Investigations

Existing Conditions

The proposed development encompasses a 135.58-acre site recently acquired by the TXDPS located on

CR-240 in Florence, TX. The site includes existing structures, existing drives, streams, and man-made stock ponds as well as a 50-ft pipeline easement, 0.04-Acre drainage easement and 0.038-acre right-of-way dedication for CR-240 expansion. The existing main point of egress and ingress is CR-240 on the southeast boundary. South Salado Creek is adjacent to the northeast boundary.

Investigations Previously Performed

• TFC TXDPS Site Assessment, Environmental Technical Memorandum, dated March 2024, prepared for TFC and Cobb, Fendley, & Associates, Inc., prepared by Stantec Consulting Services Inc.

– To be sent under separate cover.

• Cobb Findley Topo Survey dated April 9, 2024

– To be sent under separate cover.

• Tree Survey dated April 30, 2024.

– To be sent under separate cover.

Cultural Resources Constraints / Archeological Survey & THC Notice

There is no structure on site that is 50 years of age or older that is of any historic significance. The adjacent property has a cemetery that has a 75-ft buffer offset per THC.

Environmental Site Assessment

Refer to Stantec document dated March 8, 2024, “TFC TXDPS Site Assessment, Environmental Technical

Memorandum.”

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Floodplain / Wetlands Determination

A portion of this site is located within the FEMA 500-year floodplain (Zone AE) and FEMA 100-year floodplain (Zone A). Firm Panel No. 48491C0100E, Williamson County, TX, and incorporated areas

(Effective Date September 26, 2008).

Traffic Impact Analysis

This site will have approximately 425 trips on Friday afternoon and 425 trips on Sunday afternoons as users of the facility leave and arrive. Typical daily trips will consist of office and maintenance workers during the day-to-day operation of the facility. Williamson County does not have TIA requirements and due to the relatively low number of trips, a TIA will not be expected.

6.5 Availability & Location of Utilities

Figure 3. Existing Site Utilities Map

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Domestic Water

Based on data provided of the proposed expansion, we anticipate a total domestic water peak daily demand of approximately 660 GPM to service these facilities. Water service is possible for this expansion by proposing a 16-inch PVC water line. The City of Georgetown will operate the line once constructed. The anticipated alignment of this waterline is depicted in the image below.

Figure No. 4. Anticipated Water Line

The 16-inch waterline will connect to an existing Georgetown water main at Ronald Regan Blvd and CR

245. The total length of the waterline is estimated to be 32,300 LF. The waterline shall not be located inside of the public right-of-way (except at roadway crossings) and shall be in the easements. The

Opinion of Probable Cost of this offsite 16-inch waterline is provided in Appendix C.

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Fire Water / Water Tank / Tower

The proposed 16-inch waterline depicted above will also service this property’s fire demand. Due to the single 16-inch line service to the property (not located on a ‘loop’), a redundant water supply will be proposed. This will be provided by a +/-2-million-gallon ground storage tank or tower. This storage tank and the 16-inch waterline will connect to a 12-inch waterline routed through the site serving the hydrants and building sprinkler systems. All potable water tanks are required to be 500 ft from any packaged WWTP. TCEQ requires the water tank area to be fenced with an access road inside the fence.

An acre is assumed for a water tank site. Co-location of the water tank, pump station and fencing together is assumed.

Chilled Water

Assuming all buildings will be served with chilled water. For future consideration of phases assume installation of chilled water loop, for ease of expandability.

Sanitary Sewer

The existing facility currently manages wastewater using septic systems. It is assumed there are three

5,000 GPD systems installed which collect approximately 60 LUEs that come from the existing facility. To support expansion of the facility, additional wastewater capacity will be required.

Based on data provided of the proposed expansion, a total wastewater demand of approximately 391

LUE to service these facilities is needed at full build out. To meet this demand, a packaged WWTP is necessary. The packaged WWTP could be configured for surface water discharge or a Texas Land

Application Permit (TLAP).

To meet growing wastewater demands triggered by the facility expansion, perusing a Texas Pollutant

Discharge Elimination System (TPDES) permit is recommended through the TCEQ and constructing a

WWTP on site.

A Preliminary Application to TCEQ was submitted in April of 2024 describing the proposed discharge location. TCEQ reviewed the preliminary application and granted preliminary acceptance of the discharge point. A full TPDES permit application is required to be submitted to obtain either a discharge permit or TLAP permit from TCEQ before the WWTP can be approved for construction. The WWTP is required to be 500 ft from any potable water tank and 250 ft from any potable water well.

Storm Sewer

Existing Drainage

According to the available GIS topography, stormwater runoff passing through the site will flow to two points of analysis that drain to South Salado Creek. A natural ridge exists in the center of the site. 92.55 acres flows north through a man-made stock pond and into Point of Analysis A, a channel located on the southeast corner of the property. 43.03 acres flows north to Point of Analysis B, a natural low point on the north boundary of the property adjacent to South Salado Creek. According to the available GIS topography, approximately 16.25 acres of offsite flow enters the site from the southwest boundary of the property. All existing drainage flows to South Salado Creek.

Proposed Drainage

Under the proposed conditions, the necessary drainage, detention, and water quality infrastructure will be provided to service the entire 135.58-acre site. Drainage design includes one water quality and one detention pond. 16.25 acres of off-site drainage from the south will be conveyed across the proposed drainage system downstream of the water quality and detention ponds.

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Detention & Water Quality

This site is located over the Edwards Aquifer Contributing Zone, which triggers the need for Water

Quality Treatment. A plus/minus 30,000-SF Water quality pond and a plus/minus 75,000-SF detention pond will be proposed with this development to treat and detain the stormwater runoff from the TXDPS

Training Facility. The water quality pond design will be partial biofiltration basins designed to treat the proposed impervious cover as well as future development. The detention and water quality ponds will be located at the north property boundary.

Proposed ponds will be required to be designed to release post-development rainfall runoff at a rate that is less than or equal to the pre-developed flows in 2-, 10-, 25-, and 100-year storm events per

Williamson County.

Natural Gas

Natural Gas lines are not located in the immediate area. Atmos has a line located 12 miles away and

Texas Gas has a line 8 miles away. Therefore, gas service will be provided by on-site tank(s) which will be refilled on a regular basis. Gas lines from these tanks will be provided to necessary buildings where appropriate. We assume the buildings that require gas are the following:

• Barrack (Heating Water for Showers)

• Cafeteria (Cooking & Cleaning)

• Administration Building

Electricity

TXDPS site is in Pedernales Electric Co-op (PEC) service area and will be serviced by the Liberty Hill office.

Once the site plan approval has been prepared, PEC will begin their design of the required improvements.

Telecommunications / Data

Assumption is this service can be brought to the site.

Distributed Antennae System

Assume this service might be required to boost cellular signal on site and in larger buildings and parking garages to handle the number of users. This is not priced into the model.

Water Treatment & Pump Station

Assuming half an acre in size and assuming TXDPS is not treating raw groundwater. If TXDPS is planning on using well water, assume to add 0.25- to 0.5-acre to allow space for the treatment equipment. In addition to the treatment units TXDPS will need to plan to dispose of the treatment by products (iron & water). Typically, this is land applied and allowed to absorb/evaporate. The maximum allowable agronomic rate for land application of water treatment plant residuals is 40 dry tons/acre/year. Actual application rates will need to be determined by agronomic soil analysis and calculations of water treatment residuals flow rate, annual volume and nutrient and pollutant concentrations.

Central Utility Plan / Maintenance / Warehouse Building

Assumption is 15K SF is needed for Phase I and can double in size for Phase II.

Wastewater Treatment Plant

Setback requirement is 150 ft from the WWTP and the next closest structure. The wells cannot be within

500 ft of the WWTP or land application irrigation field. Potable water storage tanks and other assets have similar setbacks to WWTPs and disposal areas.

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6.6 Site Test Fit

Figure 5. Site Test Fit

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Section VII: Space Program

1 – Administration Building

Item Description Unit Area # Spaces Total Area

Offices 120 22 2,664

Reception 2,244 1 2,244

Squad Room 56 20 1,120

Administration Staff 56 7 392

Conference Room 25 40 1,000

Conference Room 25 20 500

Restrooms** (4 Toilets Each) 760 1 760

Break Room 1,500 1 1,500

Storage 500 1 500

Print / Copy 200 1 200

Auditorium

1,000-Seat Graduation 3x Year 24 1000 24,000

15-Table Stage 1,800 2 3,600

A/V Equipment & Storage 3,000 2 6,000

Uniform Storage 6,000 1 6,000

Recruit Gun Vault (960 People)**** 960 1 960

Restrooms * (8 Toilets Each) 520 2 1,040

Sub-Total 52,480

Gross 35% *** 28,258

Total Gross Square Feet 80,738

Notes

* 8 men’s and 8 women’s toilets, during SD the DPS team will decide on one or many locations

** 4 men’s and 4 women’s toilets, during SD the DPS team will decide on one or many locations

*** Includes horizontal and vertical circulation and includes mechanical and electrical rooms

**** During SD the DPS team will decide on one or many locations

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2 – Classroom Building

Item Description Unit Area # Spaces Total Area

Classroom (200) *

(30-SF per Student) 6,000 1 6,000

Classroom (150) *

(30-SF per Student) 4,500 2 9,000

Classroom (60) *

(28-SF per Student) 1,680 3 5,040

Classroom (30) *

(28-SF per Student) 840 3 2,520

Storage (for all 9 Classrooms) 1,000 1 1,000

Restrooms ***

(9 Toilets Each) 585 2 1,170

Vending / Break 500 2 1,000

Janitor / Storage 90 2 180

IT Main Distribution Room (MDR) 250 1 250

IT Intermediate Distribution Room (IDR) 100 2 200

General Building Storage 200 1 200

Building Maintenance Storage 200 1 200

Janitorial Equipment Storage 200 1 200

Sub-Total 26,960

Gross 35% *** 14,517

Total Gross Square Feet **** 41,477

Notes

* Assuming 9 of 17 Training Sergeants are Teaching

** Includes Mechanical and Electrical Rooms

** Includes Horizontal and Vertical Circulation

*** Assumes 775 Occupants in Building

**** DPS team will confirm with AE if the building is one or two story.

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3 – Recruit Dormitory (500-Bed)

Item Description Unit Area # Spaces Total Area

Male Recruit Dormitory

Male Bay (50 Beds / Floor)

(400 Beds Total | 8 Floors | 4 Buildings) 93 400 37,000

Counselor Suite (1 Single Room) 262 8 2,096

Isolation Room 262 8 2,096

Community Bath & Toilet Male * 837 8 6,696

Laundry 181 8 1,448

Linen Storage 100 8 800

Janitor 100 8 800

Day Room 900 8 7,200

Female Recruit Dormitory (80 / 20) M/W

Female Bay (50 Beds / Floor)

(100 Beds Total | 2 Floors | 1 Building) 93 100 9,300

Counselor Suite 262 2 524

Community Bath & Toilet Female 837 2 1,674

Isolation Room 262 2 524

Laundry 181 2 362

Linen Storage 100 2 200

Janitor 100 2 200

Day Room 900 2 1,800

Sub-Total 14,584

Gross 32% *** 6,863

Total Gross Square Feet 21,447

Total Recruit Dormitory 106,941

Notes

* Community Bath and Toilet Assumes 1 Toilet/Shower per 6 People, Assume 140-SF per Person

*** Includes Mechanical and Electrical Rooms

*** Includes Horizontal and Vertical Circulation

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4 – Cafeteria

Item Description Unit Area # Spaces Total Area

Staff Areas

Reception / Lobby 500 1 500

Staff Breakroom 250 1 250

Restroom 64 2 128

Work / Copy / Supply 100 1 100

Food Service Worker (1) 144 1 144

Manager (1) 144 1 144

Kitchen – Sized to Serve 600 (150 x 4)

Storage Bulk Dry Goods 600 1 600

Storage Bulk Refrigeration 650 1 650

Storage Bulk Freezer 650 1 650

Storage Bulk Cleaners, Soap, etc. 300 1 300

Kitchen Produce Preparation 450 1 450

Kitchen Bakery Preparation 350 1 350

Kitchen Cooking & Baking Equipment 700 1 700

Hot / Cold Staging Area 200 1 200

Ready Area 800 1 800

Dishwashing 250 1 250

Equipment Storage Room 850 1 850

Equipment Maintenance 500 1 500

Locker Room (10) 100 1 100

Warming Carts Staging Area ** 400 1 400

Warming Carts Wash Area ** 200 1 200

Warming Carts Storage Area ** 200 1 200

Support Spaces

Custodial Storage / Equipment 300 1 300

Receiving / Loading Dock 1,000 1 1,000

Dining Hall

Dining Area – Sized for 250 People

(250 People in 3 Shifts = 750 Total) 5,000 1 5,000

VIP Conference / Dining (50) 1,500 1 1,500

Storage 1,200 1 1,200

Restrooms **** (9 Toilets Each) 585 2 1,170

Sub-Total 18,636

Gross 30% *** 7,987

Total Gross Square Feet 26,623

Notes

** Warming Carts to Serve Existing Training Academy Building

*** Includes Mechanical and Electrical Rooms

*** Includes Horizontal and Vertical Circulation

**** Assuming 750-Occupant Load

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5 – Indoor Physical Fitness

Item Description Unit Area # Spaces Total Area

Inside Gym – Fitness & Wellness Unit (Priced Separately)

Manager 100 1 100

Sergeant 100 1 100

Education Specialist 100 1 100

Training Specialist 100 1 100

Statistician 100 1 100

Staff Break Room 400 1 400

Conference Room – 25 375 1 375

Fitness & Wellness Trooper Squad Room 56 10 560

Medical Office 120 2 240

Physical Therapy Room 1,000 1 1,000

Examination Room 120 2 240

Weight Room 9,400 1 9,400

Indoor Training 4,700 1 4,700

Storage 400 1 400

Staff Locker / Showers / Changing Room / Restrooms (8M, 8W) * 3,750 1 3,750

Sub-Total 21,565

Gross 35% 11,612

Total Gross Square Feet 33,177

5 – Indoor Physical Fitness

Item Description Unit Area # Spaces Total Area

Arrest & Control Tactics (Priced Separately)

Office – Lieutenant 100 1 100

Office – Sergeant 100 2 200

Trooper Squad Room 56 10 560

Breakroom 750 1 750

Conference Room – 20 400 1 400

Training Room – 1 16,275 1 16,275

Training Room – 2 16,275 1 16,275

Training Room – 3 2,475 1 2,475

Training Room – 4 2,475 1 2,475

Training Room – 5 2,475 1 2,475

Training Room – 6 1,500 1 1,500

Staff Locker / Showers / Changing Room / Restrooms (8M, 8W) * 3,750 1 3,750

Storage 400 1 400

Sub-Total 47,635

Gross 35% 25,650

Total Gross Square Feet 106,462

* Staff and Non-Trainee Facilities will be provided in separate areas

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7 – Central Utility Plant

Item Description Unit Area # Spaces Total Area

Central Utility Plant

Maintenance Work Area 830 1 830

HVAC Boiler Work 550 0 0

HVAC Boiler Storage / Equipment 500 0 0

Chilled Water 2,400 1 2,400

Plumbing Storage / Equipment 500 1 500

Paint Storage 100 0 0

Transformer Room 500 1 500

Main Electrical 600 1 600

Electrical Storage / Equipment 500 1 500

Main Computer / Data Center 250 1 250

Technician (2) 80 2 160

Equipment / Storage / Receive 160 1 160

Mechanical 140 1 140

Electrical 125 4 500

Main Telephone 100 1 100

Sprinkler 80 1 80

Sprinkler Pump Room 480 1 480

Sub-Total 7,200

Gross 20% 1,800

Total Gross Square Feet 9,000

Central Plant and Building Maintenance are Combined into One Building.

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8 – Building Maintenance

Item Description Unit Area # Spaces Total Area

Building Maintenance

Administrative Assistant 56 2 112

Storage 90 1 90

Physical Plant Manager 120 1 120

Closet 42 1 42

Work / Copy 110 1 110

Locksmith Work 121 1 121

Blueprint / File Room 160 1 160

Supply 36 1 36

Vending / Breakroom (20) 560 1 560

Unisex Toilet 64 2 128

Building Engineer 140 1 140

General Storage 180 1 180

Building Material Storage 200 1 200

Housekeeping

Supervisor 120 1 120

Staff Work Area 432 1 432

Bulk Janitor Storage 860 1 860

Dry Cleaning Holding Area 240 1 240

Unisex Toilet 64 1 64

Work / Copy / File 100 1 100

General Storage 650

Sub-Total 4,465

Gross 20% 1,116

Total Gross Square Feet 5,581

Central Plant and Building Maintenance are Combined into One Building.

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New Site Test Fit List

Phase I Site Element Site Footprint (SF)

1 Administration Building (2 Story) 80,738

2 Classroom Building (1 Story) 41,477

3 Recruit Dormitories (2 Story – Can Expand 100%) 106,941

4 Cafeteria (1 Story) 26,623

5 Indoor Physical Fitness (2 Story) 106,462

6 Outdoor Physical Fitness (Track & Field) 175,740

7 Central Utility Plant (1 Story) 9,000

8 Maintenance / Warehouse Building (Combined with #7) 5,581

9 Water Tower 15,625

10 Water Treatment & Pump Station 21,780

11 Outdoor Physical Fitness Pavilion 2 (1 Story) 20,000

12 Perimeter Fence

13 1.5-Mile Fitness Trail 79,200

14 800-Stall Parking Lot 280,000

15 Detention Basins 112,831

16 Bullet Traps (Existing Site)

17 Mobile Targeting System (Existing Site)

18 Waste Water Treatment Plant 108,500

Programmed Space Sub-Total 398,602

Site Elements Sub-Total 791,896

Total 1,190,498

Phase II Not Included in Budget *

19 In-Service Personnel Dormitory (2 Story – Can Expand 100%) 81,982

20 400-Stall Parking Garage (2 Story) 140,000

21 Maintenance / Warehouse Building (Combined with #22)

22 Central Utility Plant (Can Expand 100%)

Phase III Not Included in Budget *

23 Indoor Aquatics (50M Pool) 68,377

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Section VIII: POR Certification & Sign Off

The representatives of the TXDPS agree that the POR contained here adequately identifies, describes, and documents the needs of the project. Approval of the POR indicates an understanding of the purpose and content described in this document.

8.1 User Group

James King Deputy Administrator

Printed Name User Coordinator, Title Signature Date

Kevin Sandberg TFC Senior Project Manager

Printed Name Title Signature Date

Jason Griffin Major

Printed Name Title Signature Date

Derek Prestridge Assistant Chief

Printed Name Title Signature Date

Shannon Hamby Captain

Printed Name Title Signature Date

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Section IX: Appendices

Appendix A: Master Schedule

T X

D P

S T ra in in g A ca d e m y | B

.0

P ro g ra m o f R e q u ire m e n ts | Ju ly 2

, 2

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SITEWORK +

PAVING

UTILITIES

CENTRAL UTILITY

PLANT/WHSE

ADMIN

BUILDING

INDOOR

PHYSICAL

FITNESS

CAFETERIA

CLASSROOM

BUILDING

RECRUIT DORMS

X 5

OUTDOOR

PHYSICAL

FITNESS AREA

PROJECT TOTAL

## UNIFORMAT

A 00 Temporary Controls 727,947$ 531,168$ 205,744$ 482,545$ 625,281$ 221,386$ 270,729$ 418,317$ 89,270$ 3,572,387$

A 01 Selective Demo. & Existing Conditions 186,484$ -$ -$ -$ -$ -$ -$ -$ -$ 186,484$

A 10 Concrete Foundations -$ -$ 446,041$ 1,758,958$ 1,839,689$ 1,246,398$ 739,916$ 2,311,838$ 337,436$ 8,680,276$

B 10 Superstructure -$ -$ 536,634$ 4,543,834$ 2,755,923$ 1,011,572$ 1,574,218$ 5,464,592$ 444,000$ 16,330,773$

B 11 Misc. Metals -$ -$ -$ 74,880$ 62,400$ -$ 99,840$ 74,580$ -$ 311,700$

B 20 Exterior Walls -$ -$ 136,572$ 1,429,725$ 521,335$ 572,247$ 531,290$ 488,457$ -$ 3,679,626$

B 30 Roofing and Moisture Protection -$ -$ 417,601$ 1,948,763$ 1,954,484$ 798,197$ 664,885$ 1,139,993$ 375,000$ 7,298,921$

C 10 Interior Construction -$ -$ 104,132$ 4,780,118$ 1,260,891$ 452,617$ 1,587,280$ 3,003,057$ -$ 11,188,095$

C 20 Interior Finishes & Specialties -$ -$ 149,319$ 2,300,918$ 1,938,670$ 508,034$ 903,923$ 1,521,060$ -$ 7,321,923$

D 10 Elevators -$ -$ -$ 134,100$ 102,500$ -$ 134,100$ -$ -$ 370,700$

D 20 Plumbing -$ -$ 290,203$ 3,629,895$ 3,973,528$ 1,696,145$ 2,139,824$ 3,850,139$ -$ 15,579,735$

D 30 HVAC -$ -$ 11,773,963$ 7,097,130$ 6,395,948$ 380,975$ 2,430,641$ 5,285,790$ -$ 33,364,447$

D 40 Fire Protection -$ -$ 35,724$ 500,702$ 299,957$ 65,227$ 171,481$ 353,707$ -$ 1,426,798$

D 50 Electrical and Lighting -$ -$ 611,467$ 5,916,714$ 3,611,108$ 1,001,198$ 2,243,711$ 4,250,210$ 168,675$ 17,803,083$

D 51 Communications & Security -$ -$ 69,260$ 1,029,410$ 505,695$ 126,459$ 352,555$ 507,970$ -$ 2,591,349$

D 52 Electronic Safety and Security -$ -$ 51,034$ 787,196$ 372,617$ 93,181$ 269,601$ 347,558$ 43,935$ 1,965,122$

D 60 Low Voltage -$ -$ -$ -$ -$ -$ -$ -$ -$ -$

E 10 Equipment (ALLOWANCE) -$ -$ -$ 778,321$…