ESBD_File_352744_303-4-0000999 Addendum #2 FINAL.pdf

Executive Director Mike Novak

Mailing address:

P. O. Box 13047

Austin, TX 78711-3047

(512) 463-3446 www.tfc.texas.gov

Chair Brian Bailey

Commissioners Eddy Betancourt Daniel K. Signorelli C. Price Wagner Robert S. Wetmore

Texas Facilities Commission Physical address: 1711 San Jacinto Blvd, Austin, Texas 78701

Planning and administering facilities in service to the State of Texas

ADDENDUM #2

DATE: 3/19/2024

REQ #: 0000999

TITLE: AE Services for DPS’s Williamson County Training Academy Campus Expansion PROPOSAL DEADLINE: 4/16/2024 at 3:00 PM

Addendum item #1: Refer to Attachment F-1 DPS Project Analysis – Williamson County Tactical Training Center (TTC) Academy, dated 1-18-2023. This document is deleted in its entirety and replaced with the following:

Attachment F-1 DPS Project Analysis – Williamson County Tactical Training Center (TTC) Academy, updated 3-18-2024.

All other aspects of RFQ # 0000999 remain as is.

James Gonzalez, CTCD, CTCM TFC Procurement Department Phone: 512-936-0647 Email: james.gonzalez@tfc.state.tx.us

RECEIPT OF ADDENDUM #2 OF RFQ #0000999

IN YOUR SUBMITTAL THE RESPONDENT SHALL ACKNOWLEDGE RECEIPT OF THIS

ADDENDUM.

Respondent Signature Date

Printed Name Company Name mailto:james.gonzalez@tfc.state.tx.us

PROJECT ANALYSIS

Williamson County Tactical Training Center (TTC) Academy for

TEXAS DEPARTMENT OF PUBLIC SAFETY

Williamson County, Texas

January 18, 2023 Revised by DPS

Prepared December 9. 2022 By:

The Te:,.;as Facilities Commission &

Freese and Nichols. Inc.

January 18, 2023

Attachment F-1 Updated 3/18/2024

TABLE OF CONTENTS

JUSTIFICATION STATEMENT

SITE DESCRJPTION

PROJECT ANALYSIS HIGHLIGHTS

SPACE NEEDS ASSESSMENT

SPACE ALLOCATION

SCHEMATIC PLANS

OUTLINE SPECIFICATIONS

COST ESTIMATE

HISTORJC STRUCTURE APPLICABILITY

ENERGY CONSERVATION

SCHEDULE

SUMMARY AND DESIGN PROGRAM

APPENDIX - DETAILED COST ESTIMA TION

2 January 18, 2023

JUSTIFICATION STATEMENT

The Texas Department of Public Safety (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 Training Operations Division (TOD) activities to Williamson County and significantly enhancing the Williamson County facilities.

The current training academy facility located on the Headquarters complex in Austin received its last substantive addition in the 1960s. These facilities are beyond their useful life and restrict training for recruits, incumbents, and agency partners. Repairs to infrastructure such as plumbing, HVAC, fire suppression, and more are required regularly due to the age of the facilities. Additionally, maintenance needs notwithstanding, this location is landlocked and cannot be expanded to provide more space to accommodate for an increase in personnel, or the growth in TOD programs.

Time and efficiency are lost to transportation between Headquarters and the Williamson County facilities.

The Williamson County facilities are currently equipped with an administration building and five classrooms, as well as office space for full-time staff. In 2004, firearms training was moved to the Williamson County facilities, followed by Emergency Vehicle Operations (EVOC) Training in 2009. As recruits are housed in the 1960's era Headquarters dormitory, they must be transported to and from the Williamson County facilities approximately one hour each way. This is also required during other training such as Field Force Operations, External Response to Active Shooter Events, Patrol Procedures, and more. Each recruit school spends at least thirty-five training days at the Williamson County facility. This amounts to no less than seventy hours lost to transportation. Almost two full weeks of training time could be recovered by moving recruit lodging, food services, and all other TOD activities to the Williamson County facility.

Due to limited classrooms and facilities at Headquarters, incumbents are often required to attend other training at the Tactical Training Center in lieu of the Headquarters facility where the dorms are located. The closest commercial lodging to the Williamson County facility is located approximately fifteen miles away in Georgetown.

The next step for increasing and expanding the educational effectiveness of the TOD Program is to consolidate lodging and training at the Williamson County site. Such a commitment requires a capital improvement program to create the Williamson County Academy, including:

• Classrooms, Conference Rooms, and 500-seat Auditorium with total integration of audio-visual systems for instruction and presentation

• Library

• Cafeteria

• Indoor and outdoor athletic facilities

• Pool for dive team training

• Recruit dormitories

• In-service dormitories

• Mitigation of "fire-fan" from existing Firing Range

• Firing Range Modifications

• Office and administration buildings

• K9 Facilities

• Central cooling and heating plant, energy conservation components, and all site utilities and improvements to support the building program

• New roads, loading zones, parking, and drainage features for environmental controls.

3 January 18, 2023

SITE DESCRIPTION

1. The DPS Williamson County site is located at 820 County Road 240, approximately 1 mile east of the intersection of U.S. Highway 195 and CR 240, approximately 4 miles south of Williamson County, Texas, in Williamson County. The 1,009-acre site consists of varied terrain - sloped, level, open, wooded, and includes several small, shallow stock-tanks from previous agricultural use.

Rock outcroppings and karst features are common, and the site lies partially within the Edwards Aquifer Recharge Zone. Terrain generally slopes downward from a hilltop along the southern half of the site toward the northern boundary partially defined by South Salado Creek. Cropland and other rural residential land uses surround the site. DPS facilities built at the Williamson County site during the 1990s include a multi-point firing range, buildings for storage and administration, water well system #1, the Emergency Vehicle Operations Course (EVOC), a vehicle maintenance facility, and a 30,000-square-foot Training Center and Administration Building with water well system #2, completed in May 2014.

2. New detailed space requirements are identified as "Space Needs Assessment Documentation", provided in the Appendix of this report.

Budget Phase 1:

Budget Phase 2:

Budget Phase 3:

TOTAL:

Total FTE:

Gross SF:

Parking:

Land Acquisition:

PROJECT ANALYSIS HIGHLIGHTS

$381,499,950

$145,308,705

$65,891,765

$592,700,420

418,763

400 Parking Garage, 209 Surface Parking

None Required

January 18, 2023

SPACE NEEDS ASSESSMENT

PHASE 1

1. Academy Campus Plan. The academy will be located in the Southeastern corner of the site straddling a favorable elevation contour as shown in the exhibits. The buildings will be spaced out and in general 1 story with few taller buildings. The main exposure of the buildings will be more aesthetic with masonry veneer, but the general style of the site will be economical, military barracks style.

2. Fire Fan Mitigation. Overhead baffle structures illustrated in the exhibits are generally acceptable to DPS as a solution to the need for fire fan mitigation. DPS has made a special point to emphasize that supporting columns for the overhead baffles should be oriented 45 degrees from the firing line, so that bullet ricochet will always occur roughly perpendicular to the firing line, and not back toward law enforcement staff.

3. Firing Range Modifications. This Project Analysis also includes a comprehensive Tactical Training Center Firing Range Renovation. Its purpose is to correct concerns and issues facing the firing range in its present conditions, with the intent to establish a range that meets the needs of the 21'1-Century TXDPS Officer today and years into the future. In addition, it will address training for officers of the department and the State of Texas in meeting the challenges of combating workplace and school shooting incidents, as well as combating narco-terrorists and criminals from within U.S. borders and from trans-national organizations. Toward this goal DPS proposes the addition of the following features to the existing firing ranges: bullet-traps, mobile targeting systems and parking incorporated into the urban network of the EVOC (Emergency Vehicle Operations Course).

4. Bullet traps: To avoid delay 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.

5. Mobile targeting system: 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. An enhanced targeting system will allow for more effective weapons training especially from a tactical training perspective.

6. Dorms for Recruits. Dorm rooms for 400 trainees, including counselor and isolation rooms.

7. Full Kitchen and Cafeteria. Capacity to cook for 600 people and seat 150 people at a time for four (4) dining phases per meal.

8. Classroom Building. Final design is required to confirm the exact layout of classrooms within the building.

9. Indoor Physical Fitness. DPS specifically requests a gymnasium with no basketball court striping or goals, but indoor space equal in size to a basketball court, for multiple fitness cross training exercises. This includes a fitness cardio workout area as well as a weight room.

10. Outdoor Physical Fitness Phase 1. Gymnasium should be close to outdoor athletic field, with storage for field equipment. Outdoor athletics will consist of ONLY 1 football field, with 5-yard striping, but without goal posts. DPS prefers synthetic turf on rubberized mat. 1/4-mile track around the field. Cardio course, 3-mile loop containing 30% grade at various locations, utilizing the existing topography.

January I 8, 2023

11. Administration Office Building, Auditorium, and Library.

12. Site Utilities to Support Phase 1.

13. Potable Water. Well No. 1 is the only viable well and serves the existing firing range. There is also a pipe running across the site South of the EVOC course to service the training center near the main entrance. Well No. 2 is inactive due to an oil contamination issue. A groundwater consultant and testing would be required to provide recommendations, but for the purpose of this project analysis, this well is not considered a viable source of water. There may be a water pipe available from the City of Georgetown in the future, but it may not be available in time for this project.

Therefore, a new well, pump station, storage tank, chemical treatment facility, and water main is required in phase 1. An elevated storage tank (EST) is assumed to provide adequate pressure for fire suppression, but a hydro-pneumatic tank is another solution if future water from Georgetown is at lower pressure and because the amount of water is relatively low for an EST. Further geologic assessments and water consumption studies are required to confirm that annual usage does not deplete the aquifer. All facilities existing and new will be served by the new water distribution system, and the old well no. 1 and 2 piping will be abandoned.

14. Sanitary Sewer. The current facilities on site use on-site sewage facilities (OSSFs) such as septic tanks or leach fields. The size of the academy necessitates a small wastewater treatment plant located South of the firing range with effluent discharge to the creek. This location is at a lower elevation to facilitate gravity drainage from the training center and the academy, All OSSFs are to be removed and existing buildings are to tie into the sanitary sewer. Lift Stations will be added as needed to support buildings that cannot gravity drain.

15. Central Plant. The central plant shall be scalable and add equipment and building footprint to support load required at each phase. The equipment will include water-cooled centrifugal chillers, cooling towers, pumps, and piping system to the academy buildings. Chilled water will not be piped to buildings far from the academy, and heating will be electric heat local to each building since gas is not available.

16. AT&T Communication Link. A new 3-mile telecommunications line is needed to bridge an off-site gap between AT&T and Centurylink Communications between Killeen and Williamson County.

17. Electrical Power System. Substation and pole-mounted electrical power poles from the main entrance to the academy. Additional poles and transformers as needed per phase.

18. Site Infrastructure to Support Phase 1. Clearing, site prep, and paving. Well-planned road access between the Training Center and Academy is essential to handle heavy traffic from staff, visitors, and deliveries. A new road will likely require an existing earthen berm and enclosure fence be modified near the west end of the EVOC track (Emergency Vehicle Operations Course). The road will also connect the academy to the firing range.

PHASE 2

1. Dorms for In Service Personnel. These dorms are for active-duty officers coming to the training center to receive annual training. This includes male and female dorm rooms.

2. Outdoor Physical Fitness Phase 2. Multi-station obstacle course similar to Fort Hood courses and roughly the size of the football field will be provided with an enclosed pavilion located adjacent to the fitness areas.

3. Site Utilities to Support Phase 2. Branch piping is required for potable water, sanitary sewer, and chilled water, central plant expansion, along with power poles and transformers, and substation expansion.

4. Site Infrastructure to Support Phase 2. Clearing, site prep, and paving will be required.

5. Parking garage/s. Parking for approximately 600 vehicles will be required for this development.

DPS has expressed a preference for structured parking over surface parking, for "sprawl control", for hail protection and shade, and convenient proximity of parking to campus buildings. Structured parking also provides a convenient platform for photo-voltaic panel arrays, with easy maintenance access for a large number of panels.

PHASE 3

1. Site Utilities to Support Phase 3. Branch piping is required for potable water, sanitary sewer, and chilled water, central plant expansion, along with power poles and transformers, and substation expansion.

2. Site Infrastructure to Support Phase 3. Clearing, site prep, and paving will be required.

3. Outdoor Aquatics. This Olympic-sized pool will only be used by the DPS Dive Team for escape and rescue training for persons trapped in submerged vehicles. (Currently DPS trains at the NASA tanks used to simulate near-zero-gravity conditions for astronaut training).

4. K9 Facility. The existing fenced in field and outdoor kennels must likely be relocated to fit the academy campus plan. In addition to these existing features, a new kennel, veterinary care/admin facility and classroom is required.

5. UAS Drone Pad. The existing caliche pad will remain, and the new site layout shows how it will fit within the campus academy plan.

6. SWAT Office: 5 offices, small conference room, storage areas for ammunition, storage for equipment, vehicle storage (8 vehicles) will be required.

7. Kitchen at the Existing Training Center: The current training center building has food warmers and prep to facilitate catering, but they do not have a kitchen or dining area. This building addition will provide cooking and dining capability for 125 recruits.

8. EVOC Office/Classroom: Building near the existing EVOC pavilion that includes the trooper cave, offices, and classroom will be required.

9. Firing Range Offices: Permanent office building that replaces the existing 2 portable buildings at the firing range will be required. The existing pavilion/building adjacent to the 2 portable buildings will also receive an interior finish out to expand the vault to house the "armory".

10. Multi-Purpose Facility/Warehouse Building. A new 7,000 SF multi-purpose facility will be located in proximity to the new Academy site.

SPACE ALLOCATION

1 Dorms

Recruit Rooms 85,900

Counselor Rooms 6,500

Isolation Rooms 7,400

Circulation and interior partitions 27,944 lnservice Male Rooms/ VIP 54,500 lnservice Female Rooms/ VIP 9,500

Circulation and interior partitions 17,920

Inside Gym 15,923

Weight Room 3,000

Indoor Training Area (padded flooring) 6,500

Storage area 400

Showers/ lockers/ changing rooms 2,400

Restroom 140

Circulation and interior partitions 3,483

3 Outdoor

Pool

Parking

Pavilion

Obstacle course

A PT field inside with 1 /4-mile track

3-mile trail

Auditorium 15,718

Auditorium 11,900

Restroom 380

Circulation and interior partitions 3,438

Classrooms 50,611

125-person classroom 17,200

8 January 18, 2023

60-person classroom 12,900

30-person classroom 6,600 lntoxilizer Room (60-person classroom) 1,000 lntoxilizer Storage Area 400

Computer Lab 1,000

Restroom 440

Circulation and interior partitions 11,071

Administration Area for Recruits 19,265

Offices 2,664

Reception/ Admin 2,244

Conference Room 650

Small Conference Room 300

Print / Copy area 200

Break room 350

Administration Storage 120

TTU (Trooper Training Unit) Squad Room 2,540

Recruiting

Lieutenant Offices 784

Recruiting Trooper Squad Room 648

HR Specialists Trooper Squad Room 648

Small interview rooms 400

Secured storage area for Recruits 400

OMU Office

OMU Captain Office 252

OMU Trooper Squad Room 648

Small Exam room 120

Fitness and wellness unit

Fitness & Wellness Trooper Squad Room 648

9 January 18, 2023

Dressing rooms 25

Professional Development

8-person trooper cave 400

6-person trooper cave - program specialists 300

2 lieutenant offices 390

Restroom 320

Circulation and interior partitions 4,214

Cafeteria 14,487

Kitchen 7,200

Dining Area 3,200

Bathroom for staff in kitchen 120

Break room for 10 people 250 offices - 2 288

Restroom 260

Circulation and interior partitions 3,169

8 Fire Fan on Existing Range

9 K9 2,829

Kennels 3,200

Office Space/ Vet Area 1,600

Circulation and interior partitions 800

SWAT Office 2,258

5 Offices 800

Small Conference Room 300

Storage Area for Ammunition 200

Storage for Equipment 400

Restroom 64

10 January 18, 2023

Circulation and interior walls 494

Training Center Kitchen 7,023

Kitchen 2,700

Dining Area 2,667

Bathroom for staff in kitchen 120

Circulation and interior walls 1,536

EVOC Offices 5,275

EVOC offices, lieutenant, 2 sergeant 484

60-person classroom 2,688

10 trooper cave 500

Restroom 449

Circulation and interior walls 1,154

Fire Range Offices 8,000

New Building 4,000

Renovate adjacent pavilion 4,000

14 Multi-Purpose Facility/Warehouse Bldg. 7,000

SUBTOTAL PHASE 1

246,520

SUBTOTAL PHASE 2

81,920

SUBTOTAL PHASE 3

32,385

TOTAL

360,825

II January I 8, 2023

SCHEMATIC PLANS

1. The diagrams on the following pages illustrate general orientation and illustration of the DPS Tactical Training Center, showing current conditions and future improvements proposed in the Project Analysis.

2. The information conveyed in the illustrations represent consolidated recommendations from DPS personnel over the course of several site visits and interviews by TFC and relayed to FNI at the project analysis meetings.

N N e-x.as Depa me:n-:- f ubr Safe-t_;r Firfng Range odifi,cajon_-s

Flcr.e-nce, ii e as i:.ssi ,n

NOTE ON L0CATIO a

ACADEMY·

In-service dormhones and Aca a!on ontour elev tion 1040. r hne he 1errain is Iii hand level, a d construction of a large campus.

North of the line the errain slopes do ,, uth Salaoo Creek. and contains numerous s entrances (know as "karst" topograp y) o gl rainfall runoff recharges the Edwards Aquifer.

Positioning the campus south of contour 1 040 from level ground for construction. pro!ects the r harge zone from damage, and takes advan age of spec acular views to 1t1e nortl,.

JEEP TERIAIN

SLOPE DIAGRAM

PJ:IS l�LQRE�CE tae§IER PLAN .I'------� 208 1 ■

U ::-:iJO' 1 tJOC:'

�NIIEY SIICEI!_C___IIITECTS

PROPOSED overhead baffle system for bullet containment and fire-fan mitigation

FIRING RANGE BAFFLE RENDERING

DPS FLORENCE

20811 FR•EX•07

2009.01.22

OUTLINE SPECIFICATIONS

The purpose of these specifications is to define the basis in materials, methods, and systems upon which the estimated cost of construction is based. These parameters are intended to establish a design basis for development of a viable overall capital budget and do not necessarily represent a final design concept.

A. SITEWORK:

1. Earthwork:

a. Excavation, filling and grading will be required to provide positive drainage of the site and to provide suitable building soils.

2. Improvements:

a. Concrete sidewalks for suitable pedestrian access to site and building entrances. TAS compliant accessible routes.

b. Rigid Concrete Pavement and/or Hot Mix Asphaltic Concrete paving suitable for geological conditions and to provide vehicular circulation and sufficient public and staff parking for the facility.

c. Surface drainage.

d. Potable water well, pump station, storage tank, and distribution system.

e. Wastewater treatment plant and collection system.

3. Landscaping:

a. In accordance with Xeriscaping Standards utilizing indigenous plant species and minimizing water demand for establishment and maintenance.

8. FOUNDATIONS:

1. Foundations suitable for geological conditions and in accordance with recommendations from a site-specific soils report including but not limited to: soils supported slab on grade on a properly prepared building pad or suspended ground floor over crawlspace supported on drilled concrete piers. Columns supported on drilled concrete piers as appropriate.

C. STRUCTURAL SYSTEMS:

1. One-story or multi-story low rise building

2. Structural Steel framing.

D. ROOF SYSTEM:

1. Structural metal roof deck over steel joists.

2. 4 ply roof membrane with white reflective surface.

3. R-25 rigid insulation above roof deck.

4. Parapet wall with scuppers, conductor head and downspouts.

5. Twenty-year warranty.

6. Rigid Insulation.

E. WALL AND PARTITION SYSTEMS:

1. Exterior: Structural 6-inch steel studs, sheathing and stone veneer on prominent fai;:ade.

2. Interior: 4-inch steel stud.

F. INSULATION:

1. Thermal: Fiberglass batt, R-13 plus rigid insulation R-5.

18 January 18, 2023

2. Acoustical: Sound-attenuation insulation in walls of toilet rooms, conference rooms, interview rooms, and classrooms.

G. DOORS AND WINDOWS:

1. Entrances: Aluminum-frame storefront design with glass.

2. Exterior Doors: Hollow metal, insulated door, hollow metal frames.

3. Interior Doors: Wood doors and hollow metal frames.

4. Windows: Aluminum frame, fixed.

5. Hardware: Commercial grade.

H. MILLWORK:

1. Millwork will conform to the Architectural Woodwork Institute standards of 'Premium Grade'.

2. Horizontal surfaces will be laminated plastic.

I. FINISHES:

1. Walls:

a. Painted gypsum wallboard.

b. Toilets: Ceramic tile to ceiling.

2. Ceilings:

a. General: Suspended, metal grid and acoustic lay-in panels.

b. Toilets: Suspended, metal grid and acoustic lay-in panels with Gypsum Board ceiling at bottom of roof trusses.

3. Floors:

a. Offices and Corridors: Carpet and Stained Concrete.

b. Vestibules and Public Areas: Stained or Sealed concrete.

c. Toilets and Janitor: Ceramic Tile.

4. Base:

a. Rubber at carpet and Concrete Floors.

b. Ceramic Tile at Ceramic Tile Wall or Floor.

J. SPECIAL TIES:

1. Toilet Compartments: phenolic, floor-mounted partitions

2. Toilet Accessories: Commercial quality, handicapped accessible.

3. Electric Hand Dryers.

4. Commercial clothes washers (K9).

5. Storage Shelving and Cabinets.

K. PLUMBING:

1. Fixtures: Vitreous china toilets and urinals, porcelain enamel lavatory sinks. Toilets to be floor mounted. Motion-activated automatic flush valves and faucets.

2. Domestic Water: Copper piping.

3. Sanitary sewer: Cast iron or PVC.

4. Commercial lint interceptor (K9).

5. Grease trap (Kitchen).

6. Wet-pipe Sprinkler System: Black steel.

19 January 18, 2023

L. HEATING, VENTILATION, AIR CONDITIONING:

1. Variable air volume (VAV) with condensate draining to sanitary sewer system.

2. Central plant water-cooled chilled water with electric heat for Academy. Stand-alone DX for remote building facilities.

3. Sheet metal insulated ducted supply and return system.

4. Ventilation air for indoor air quality while maintaining energy efficiency.

5. Exhaust fans for restrooms, showers, and janitor's closets.

6. Temperature and humidity controls as appropriate.

7. Electric unit heaters for utility rooms that are not cooled and require freeze protection.

M. ELECTRICAL:

1. Power Supply: 480Y/277V and 208Y/120V, 3-phase system at the building level. Electrical substation from Pedernales Electric Company near the Central Plant. Overhead electrical distribution lines to building level transformers.

2. Emergency generators either at each building or on a site level at the incoming substation and at the Central Plant.

3. Lighting: LED, suspended, general illumination lighting. LED wall-packs mounted on building wall for exterior lighting.

4. Telephone: System to provide devices and a master console. Equipment/System by DPS -wiring and infrastructure by design team and contractor.

5. Computer: System to provide conduit and devices for terminal access. Equipment/System by

DPS.

6. Security: Server, card reader, and cabling for access control by DPS. Door hardware, power supply, and raceways for access control by design team and contractor.

7. Fire Alarm System: Equipment/System by DPS. Wiring and infrastructure by design team and contractor.

20 January 18, 2023

COST ESTIMATE

The cost estimate was performed under the guidelines published by the American Society of Professional Estimators by Construction Cost Administration, Inc. Escalation was added to date by cost index factors from a nationally recognized construction cost data resource and a projected additional escalation of 3%.

The cost index factor adjusts for normal construction cost increases but does not factor unforeseen events such as delayed approvals, natural disasters, material shortages, and labor strikes.

COST ESTIMATE - DPS Williamson County TTC Academy -

Phase I

Project Analysis (1)

Land (2)

Environmental Analysis

Subtotal (1) $0

Subtotal (2)

Technical Services (3)

$50,000

$50,000

Project Management (7% of Site Work and Building Construction)

AE Fees & Costs (12% of Site Work and Building Construction)

Surveyor

$21,030,209

$36,051,787

$234,337

$126,181 Geotechnical

Commissioning

Site Work (4)

Electrical

Earthwork

Exterior Improvements

Utilities

Building Construction (5)

Construction Cost

Materials Testing

HVAC Testing & Balancing

FF&E (6)

Equipment w/ Furnishings

Miscellaneous (7)

Telecommunications

Contingency (8)

$180,259

Subtotal (3) $57,622,773

$22,256,761

$14,094,637

$23,617,080

$43,504,739

Subtotal (4) $103,473,217

$1 94,762,488

$1 ,947,625

$248,229

Subtotal (5) $196,958,342

Subtotal (6)

Subtotal (7)

$2,921 ,437

$2,921,437

$2,273,000

$2,273,000

Subtotal 4+5+6 @6% $18,201 ,180

Subtotal (8) $18,201,180

Total Project Cost (1+2+3+4+5+6+7+8) $381,499,950

2 I January 18, 2023

Facility Operating Cost - Maintenance & Utilities $4.82 x 246,520 sq ft (per annum)

$1,188,226

COST ESTIMATE - DPS Williamson County TTC Academy - Phase II

Project Analysis (1)

Subtotal (1)

Land (2)

Subtotal (2)

Technical Services (3)

Project Management (7% of Site Work and Building Construction)

AE Fees & Costs (12% of Site Work and Building Construction)

Surveyor

Geotechnical

Commissioning

Site Work (4)

Electrical

Earthwork

Exterior Improvements

Utilities

Building Construction (5)

Construction Cost

Materials Testing

HVAC Testing & Balancing

FF&E (6)

Equipment w/ Furnishings

Miscellaneous (7)

Telecommunications

Contingency (8)

Subtotal 4+5+6 @ 6%

Total Project Cost (1+2+3+4+5+6+7+8)

Facility Operating Cost - Maintenance & Utilities $4.82 x 81,918 sq ft (per annum)

Subtotal (3)

Subtotal (4)

Subtotal (5)

Subtotal (6)

Subtotal (7)

Subtotal (8)

$0

$0

$7,986,720

$13,691,520

$88,995

$47,920

$68,458

$21,883,613

$4,146,132

$10,405,040

$3,813,062

$5,014,470

$23,378,704

$89,738,001

$897,380

$81,918

$90,717,299

$1,346,070

$1,346,070

$1,056,495

$1,056,495

$6,926,524

$6,926,524

$145,308,705

$394,845

COST ESTIMATE - DPS Williamson County TTC Academy - Phase Ill

Project Analysis (1)

Subtotal (1)

Land (2)

Subtotal (2)

Technical Services (3)

$0

$0

Project Management (7% of Site Work and Building Construction) $3,622,951

AE Fees & Costs (12% of Site Work and Building Construction) $6,210,774

Surveyor $40,370

Geotechnical $21,738

Commissioning $31,054

Site Work (4)

Electrical

Earthwork

Exterior Improvements

Utilities

Building Construction (5)

Construction Cost

Materials Testing

HVAC Testing & Balancing

FF&E (6)

Equipment w/ Furnishings

Miscellaneous (7)

Telecommunications

Contingency (8)

Subtotal 4+5+6 @ 6%

Total Project Cost (1+2+3+4+5+6+7+8)

Facility Operating Cost - Maintenance & Utilities $4.82 X 20,766 sq ft

Subtotal (3) $9,926,886

Subtotal (4)

Subtotal (5)

Subtotal (6)

Subtotal (7)

Subtotal (8)

$3,992,665

$7,553,300

$728,438

$2,056,810

$14,331,213

$37,034,126

$370,341

$20,766

$37,425,233

$555,512

$555,512

$514,203

$514,203

$3,138,718

$3,138,718

$65,891,765

$100,092

HISTORIC STRUCTURE APPLICABILITY

Texas Government Code, Chapter 2166, Section 2166.153.(a) (7) requires a Project Analysis to include "information prepared under Section 2166.451 about historic structures considered as alternatives to new construction ... "

There are no historic buildings available to Texas Department of Public Safety, in reasonable proximity to Williamson County site, suitable for purposes of instruction, training, and lodging, as programmed for this facility.

24 January 18, 2023

ENERGY CONSERVATION

Texas Government Code, Chapter 2166, Section 2166.153.(a),(8) requires a Project Analysis to include "an evaluation of energy alternatives and energy-efficient architectural and engineering design alternatives ... ""

There are a number of energy conservation design strategies which could be incorporated into the designs for this project, summarized below. A number of these features are already becoming mainstream practice in architecture and engineering design for sustainable buildings. Other energy conservation strategies are in research and development.

The State Energy Conservation Office (SECO) requires compliance with the International Energy Conservation Code (IECC) 2021. It is likely that the water-cooled A/C system, LED lighting, controls, and building orientation and envelope improvements will meet the energy code without the need for alternate energy systems. Therefore, alternate energy/water systems are listed for consideration, but are NOT included in the programming and cost estimation.

Mainstream Energy Conservation

1. Central Plant and Thermal Storage for Heating, Ventilation and Air-conditioning (HVAC):

A central plant to provide chilled and hot water to HVAC equipment offers energy consumption efficiency by consolidating equipment into a single campus location, serving multiple buildings, instead of designing and installing stand-alone HVAC systems for each building.

Related to the design of a central plant is the concept of "thermal storage" for chilled water, to supply cooling needed for campus buildings. Energy consumption savings are realized by thermal storage when power is consumed during "off peak" nighttime hours to chill water stored in heavily insulated tanks for daytime use. Demand on the utility grid is reduced by redistributing consumption from mid-afternoon to early morning hours.

The PEC electrical bills for the facility indicate an approximate $0.09 per kWh from PEC, and the rate does not have a charge per kW. However, there is a demand-reduction incentive program such that the transmission cost is determined by the load. It is unclear the savings, but even small reductions in the kWh rate will add up and provide reasonable payback for thermal storage and efficiency measures listed below.

The Central Plant may employ energy efficiency control sequences and analyzed via central plant optimization. Sequences might include temperature reset, head pressure control, chillers in series counterflow. All plant equipment can benefit from variable frequency drives. A heat recovery chiller may be used as the pony chiller and for domestic hot water, especially with the high shower and kitchen loads, and no gas available for boilers.

Airside control sequences such as temperature setbacks, demand-controlled ventilation, and temperature reset can be used for greater efficiency. Automatic balancing valves can be used in conjunction with competent chilled water piping design to enable peak central plant performance.

2. Daylighting and high-efficiency artificial lighting with light control sensors:

The presence of natural light inside a building reduces the need for energy-consuming artificial lighting. The design of exterior walls presents a challenge and an opportunity to introduce natural light into occupied areas while still providing ample exterior wall insulation and ultra violet protection. Window placement to maximize interior penetration and reflection of daylight demands careful attention to a building's interior and exterior features during design. The benefit of daylighting is reduced electrical consumption for artificial lighting. The potential disadvantage is the reduced insulation value of an exterior wall as windows consume a greater percentage of the exterior wall area. Daylight design requires coordination between the Architect, Electrical and Mechanical Engineers to achieve the optimum balance of natural and artificial light. The use of LED fixtures with occupancy-sensors and ambient light sensors offer further means to supplement natural light with high-efficiency artificial lighting on cloudy days and after hours.

3. Exterior wall & window shading:

Supplemental to daylighting described above, is the specific need in the hot climate of Central Texas to shade windows and exterior walls from the direct radiant heat of the sun during Summer, and even Spring and Fall months. The path of the sun during these seasons requires design and selection of shading devices that perform the task of shading windows on the East, South, and West orientations of a building, while still admitting indirect sky-brightness into the building, particularly from the North.

Alternate Energy and Water Systems

1. Rainwater Harvesting:

Because the rainwater recharges the aquifer, it may not be advantageous to collect rainwater.

However, a smaller scale solution may include roof drain piping to a tank per building. The rainwater has opportunity for use in several areas:

• Flushing toilets

• Cooling tower make-up water

• Miscellaneous non-potable use

• With proper treatment and monitoring, water for domestic consumption

2. Reclaimed water:

Using reclaimed effluent water from the wastewater treatment plant for landscape irrigation is a favorable match with the water quality and nutrient density of reclaimed wastewater. Given the strain on water resources, this is an excellent opportunity for satisfying a relatively high irrigation load while the well can be dedicated to potable use. Reclaimed water can serve the same uses as listed about for rainwater harvesting, though special treatment is required for cooling tower integration.

3. Solar Photovoltaic (PV) Energy Systems:

Typically, PV panels are placed on building rooftops for maximum sun exposure when available site space is limited. Rooftop installations present maintenance drawbacks, especially when roofing must be replaced. However, parking garages are ideal platforms for PV arrays - offering exterior walls and rooftops with easy access for maintenance and repair. Future PV on the roof of the parking garage is a good solution for reducing energy consumption and building resiliency for power outages.

SCHEDULE

The following activities and durations are based on historical data for projects similar in size and volume.

The actual durations can be impacted by many uncontrollable factors such as economy, construction costs, natural disasters, etc. The durations are in calendar days and include appropriate state approval time.

Some activities may occur simultaneously, but this analysis conservatively assumes an activity will not start until its predecessor is complete.

The A/E Contract Award duration assumes soliciting A/E firms via the Request for Qualifications process.

Task Name 1 Duration

,Legislative Approval 10 days Bond Fund Approval/lnteragency Contract 180 days Land Acquisition /o days Phase 1 1675 days

Award Architectural/Engineering Contractor 160 days Design Programming Phase and Reviews 60 days Design Schematic Phase and Reviews :45 days Design Development Phase 1

45 days Construction Document Phase and Reviews ,120 days Bid/Award Construction Contract Phase 75 days Construction Phase 270 days

Phase 2 1615 days Award Architectural/Engineering Contractor

0 days

Design Programming Phase and Reviews 60 days Design Schematic Phase and Reviews 45 days Design Development Phase 45 days Construction Document Phase and Reviews 120 days Bid/Award Construction Contract Phase 75 days Construction Phase 270 days

Phase 3 615 days Award Architectural/Engineering Contractor 0 days Design Programming Phase and Reviews ,60 days Design Schematic Phase and Reviews 45 days Design Development Phase 45 days Construction Document Phase and Reviews 120 days Bid/Award Construction Contract Phase 75 days Construction Phase 270 days

SUBSTANTIAL COMPLETION SUBTOTAL Calendar Days!1470 days Warranty Phase ,365 days TOTAL DURATION Calendar Days 1835 days

Start Finish Fri 12/2/22 Fri 12/2/22 Fri 12/2/22 Thu 8/10/23 Thu 8/10/23 Thu 8/10/23 Fri 8/11/23 Thu 3/12/26 Fri 8/11/23 Thu 11/2/23 Fri 11/3/23 Thu 1/25/24 Fri 1/26/24 Thu 3/28/24 Fri 3/29/24 Thu 5/30/24 Fri 5/31/24 Thu 11/14/24 Fri 11 /15/24 Thu 2/27/25 Fri 2/28/25 Thu 3/12/26 Thu 11/14/24 Thu 3/25/27 Thu 11/14/24 Thu 11/14/24 Fri 11/15/24 Thu 2/6/25 Fri 2/7/25 Thu 4/10/25 Fri 4/11/25 Thu 6/12/25 Fri 6/13/25 Thu 11/27/25 Fri 11 /28/25 Thu 3/12/26 Fri 3/13/26 Thu 3/25/27 Thu 3/12/26 Thu 7/20/28 Thu 3/12/26 Thu 3/12/26 Fri 3/13/26 Thu 6/4/26 Fri 6/5/26 Thu 8/6/26 Fri 8/7/26 Thu 10/8/26 Fri 10/9/26 Thu 3/25/27 Fri 3/26/27 Thu 7/8/27 Fri 7/9/27 Thu 7/20/28 Fri 12/2/22 Thu 7/20/28 Fri 7/21/28 Thu 12/13/29 Fri 12/2/22 Thu 12/13/29

I

27 January 18, 2023

2021 2023 2024 202; 2026 2027 2026 2029 2030 Task Name ,.. Q.r 1 Qtr 2 Qtr 3 Qtr4 Qtr 1 Qtr 2 Qtr 3 Qtr4 Ott 1 Qlr 2 Qtr 3. Qtr4 • Qtr 1 Qtr 2 Qtr3 Qlr� Qtr 1 Qtr 2 Qt, 3 Qtr4 Qtrl Qlr 2 Qtr 3 Qtr4 Qh 1 Qtr2 Qtr 3 Qlr4 Qtr 1 Qtr 2 Qlr 3 Qt, 4 Qlr 1

Leg is I a ti v e Approval

Bond Fund Approval/lnteragency Contract

Land Acqulstion

4 Phase 1

Award Architectural/Engineering Contractor

Design Programming Phase and Reviews

Design Schematic Phase and Reviews

Design Development Phase

Construction Document Phase and Reviews

Bid/Award Construction Contract Phase

Construction Phase

4 Phase 2

A\·vard Architectural/Engineering Contractor

Design Programming Phase and Reviews

Design S�hematic Phase and Reviews

Design Development Phase

Construction Document Phase and Reviews

Bid/Award Construction Contract Phase

Construction Phase

4 Phase 3

Award Architectural/Engineering Contractor

Design Programming Phase and Reviews

Design Schematic Phase and Reviews

Design Development Phase

Construction Document Phase and Reviews

Bid/ Award Construction Contract Phase

Construction Phase

SUBSTANTIAL COMPLETION SUBTOTAL Calendar Days

Warranty Phase

TOTAL DURATION Calendar Days

12/2

SUMMARY AND DESIGN PROGRAM

1. The Williamson County TTC Facility Project Analysis provides a viable building solution to allow the DPS to effectively and efficiently serve the growing needs of DPS and local officers while providing the facilities to perform necessary training exercises. The analysis utilized information provided by the DPS including future employee totals and space requirements. The analysis also utilized historical data from previous DPS projects and a survey of pertinent factors specific to the Williamson County area.

2. Upon legislative approval of this project and completion of a financing agreement, the Texas Facilities Commission (TFC) will immediately contract with the DPS to enable commissioning of architects and engineers. Based on the projected schedule, the construction documents could be complete and ready for construction solicitation twenty-four (24) months after Legislative approval.

Bidding and contract awards together with construction would require an additional twenty-one (21) months.

3. The cost estimate in this Project Analysis is based on historical construction data for a similar project constructed in 2012 with added escalation to date by cost index factors from a nationally recognized construction cost data resource and a projected additional escalation of 3.5% per annum for a 36-month period starting in January of 2023. The cost index factor adjusts for normal construction cost increases but does not factor unforeseen events such as delayed approvals, natural disasters, material shortages, and labor strikes. This analysis demonstrates a viable building solution but does not preclude future development of an alternate approach.

APPENDIX - DETAILED COST ESTIMATION

30 January 18, 2023