11-06. Attachment E Master Plan.pdf

15 MB Posted

Attached to
Clements Unit - Construction Manager at Risk for BOQ
Solicitation number
696-FD-26-Q040
Issued by
Texas

About this file

Written by GovTribe AI ·

This is a Master Plan attachment document for the Texas Department of Criminal Justice (TDCJ) Clements Unit construction project, prepared by Grace Design Studios, LLC. The project involves the construction of a new residential facility with a total gross square footage of 16,845 square feet. The facility design includes 40 double-occupancy suites (234 square feet each), a recreation room (802 square feet), multiple bathrooms, mechanical and storage areas, water heater storage, IT facilities, and ancillary support spaces. The site plan indicates 50 parking stalls with 4 designated for handicapped access, positioned on property bounded by NE 28th Avenue, NE 27th Avenue, NE 26th Avenue, and NE 24th Avenue, with provisions for future expansion. The design features standing seam metal roofing, brick exterior veneer, storefront window systems, hollow metal doors, and guttering throughout the structure, with eaves at 12 feet and roof ridges at 27.22 feet.

The schematic design documents include overall floor plans, exterior elevations from four angles, and mechanical and plumbing show-all plans. The architectural plans are stamped as "Not for Construction" and are intended for review only, not for bidding, permit, or construction purposes. The project is being managed through a Construction Manager at Risk delivery method for the basis of quantity (BOQ). MEP Consulting Engineers provided the mechanical, plumbing, and electrical engineering services, with registration and contact information provided on the technical drawings. The document set was last updated on February 10, 2026, and represents the schematic design phase of the facility development.

View the file

Other files

File Type Posted
4-12. Attachment K Unit Rules and Regulations.pdf PDF
12-01. Clements BOQ CMAR, 696-FD-26-Q040.pdf PDF
9-02. Attachment A Execution of Submittal.pdf PDF
6-05. Attachment D Subcontracting Plan.pdf PDF
14-13. Attachment L Subcontracting Codes.pdf PDF
5-03. Attachment B Construction Manager at Risk Response Form.pdf PDF
1-07. Attachment F Non-Collusion Affidavit.pdf PDF
10-10. Attachment I Pre-Submittal Conferences Schedule.pdf PDF
7-08. Attachment G CM@R Service Contract.pdf PDF
13-09. Attachment H RFQ Checklist.pdf PDF
3-11. Attachment J General Conditions Pricing Breakdown.pdf PDF
2-04. Attachment C Contractors Qualifications Form 6.30.26.pdf PDF
8-14. Exhibits A-M.pdf PDF
Show all 13

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

GRACE DESIGN STUDIOS, LLC

TDCJ - CLEMENTS UNIT CONSTRUCT BOQ - CONCEPT SITE PLAN | 12.11.25

TDCJ - CLEMENTS UNIT CONSTRUCT BOQ

OVERALL SITE PLAN

SCALE: 1" = 380'-0"

NE 28TH AVE

NE 27TH AVE

F O

LS

O

M R

D

NE 26TH AVE

NE 24TH AVE

696-FD-26-Q040 Attachment E bmarshall Text Box 02.10.26

GRACE DESIGN STUDIOS, LLC

TDCJ - CLEMENTS UNIT CONSTRUCT BOQ - CONCEPT SITE PLAN | 12.11.25

TDCJ - CLEMENTS UNIT CONSTRUCT BOQ

CONCEPT SITE PLAN

SCALE: 1" = 80'-0"

FUTURE EXPANSION

NE 28TH AVE

NE 27TH AVEF

O

LS

O

M R

D

16,845 TOTAL SQ FT

50 PARKING STALLS

(4 HANDICAP)

696-FD-26-Q040 Attachment E bmarshall Text Box 02.10.26

A-101e

IT

101 SF

WATER HEATER

STORAGE

100 SF

STORAGE

101 SF

MECH

100 SF DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF REC ROOM

802 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

MECH

100 SF

STORAGE

101 SF

IT

101 SF

WATER HEATER

STORAGE

100 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

DBL SUITE

234 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

LINEN

8 SF

LINEN

8 SF

LINEN

8 SF

LINEN

8 SF

LINEN

8 SF

LINEN

8 SF

LINEN

8 SF

LINEN

8 SF

LINEN

8 SF

LINEN

8 SF

VESTIBULE

104 SF

RISER

58 SF

MAIN ELEC

58 SF

314'-8"

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

BATHROOM

91 SF

'-0

BACK PATIO

583 SF2

'-0

ENTRY PATIO

474 SF

LINE OF ROOF ABOVE

LINE OF ROOF ABOVE

A-101e

A-101e

A-101e

GRACE DESIGN STUDIOS, LLC

TDCJ - CLEMENTS UNITS CONSTRUCT BOQ | SCHEMATIC DESIGN - OVERALL FLOOR PLAN | 02.10.26

1" = 10'-0"1 LEVEL 01 OVERALL GROSS SQUARE FOOTAGE: 16,845

696-FD-26-Q040 Attachment E

LEVEL 01

0.00'

LEVEL 01

0.00'

EAVE

12.00'

EAVE

12.00'

ROOF RIDGE

27.22'

ROOF RIDGE

27.22'

STANDING SEAM METAL

ROOF

GUTTER

BRICK

HOLLOW METAL DOOR

LEVEL 01

0.00'

LEVEL 01

0.00'

EAVE

12.00'

EAVE

12.00'

ROOF RIDGE

27.22'

ROOF RIDGE

27.22'

BRICK

GUTTER

STANDING SEAM METAL

ROOF

STOREFRONT SYSTEM WINDOW UNIT HOLLOW METAL DOOR STOREFRONT SYSTEM

STANDING SEAM METAL

ROOF

LEVEL 01

0.00'

LEVEL 01

0.00'

EAVE

12.00'

EAVE

12.00'

ROOF RIDGE

27.22'

ROOF RIDGE

27.22'

BRICK

GUTTER

STANDING SEAM METAL

ROOF

STOREFRONT SYSTEM WINDOW UNIT STOREFRONT SYSTEM STRUCTURAL COLUMN

STANDING SEAM METAL

ROOF

LEVEL 01

0.00'

LEVEL 01

0.00'

EAVE

12.00'

EAVE

12.00'

ROOF RIDGE

27.22'

ROOF RIDGE

27.22'

BRICK

HOLLOW METAL DOOR

GUTTER

STANDING SEAM METAL

ROOF

GRACE DESIGN STUDIOS, LLC

TDCJ - CLEMENTS UNITS CONSTRUCT BOQ | SCHEMATIC DESIGN - EXTERIOR ELEVATIONS | 02.10.26

1" = 10'-0"3 SIDE ELEVATION

1" = 10'-0"1 FRONT ELEVATION

1" = 10'-0"2 BACK ELEVATION

1" = 10'-0"4 SIDE ELEVATION

F F

DC

W

DH

W

R

DHW

DCW

SS-1

SSCU-1

EAEAEA

EAEA

EA EA EA EA EA

EA EA EA EA EA

EAEAEAEAEA

SS

SSSS

NOT FOR CONSTRUCTION

THIS DOCUMENT IS INTENDED FOR REVIEW

ONLY, AND IS NOT INTENDED FOR BIDDING,

PERMIT, OR CONSTRUCTION PURPOSES.

MEP CONSULTING ENGINEERS

ENGINEER: NAME D. LAST

TEXAS REGISTRATION NO: 14XXXX

PR

O

JE

C

T N

U M

BE

R

D

RA

W N

B Y

D A

TE

C H

EC

KE

D B

Y

ME

P

CO

NS

UL

TI

NG

E

NG

IN

EE

RS

EN

GI

NE

ER

IN

G

FI

RM

: F -4

DA

LL

AS

/F

OR

T

W

OR

TH

, T

EX

AS

W W

W .M

EP

CE

.C

OM

2-

0-

PR

OJ

EC

T

CO

DE

: 3 1.0

0X

XX

MEP CONSULTING ENGINEERS

ENGINEERING FIRM: F-4050

DALLAS/FORT WORTH, TEXAS

WWW.MEPCE.COM

972-870-9060

PROJECT CODE: 31.00XXX

MEP CONSULTING ENGINEERS

ENGINEERING FIRM: F-4050

DALLAS/FORT WORTH, TEXAS

WWW.MEPCE.COM

972-870-9060

PROJECT CODE: 31.00XXX

MEP CONSULTING ENGINEERS

ENGINEERING FIRM: F-4050

DALLAS/FORT WORTH, TEXAS

WWW.MEPCE.COM

972-870-9060

PROJECT CODE: 31.00XXX

C he ck er

A ut ho r

XX

/X

X/

XX

MECHANICAL

PLUMBING SHOW-ALL

PLAN - LEVEL 1

.0

0X

XX

C

LI

EN

T

N A

M E

PR

O

JE

C

T N

A M

E

MPXXX

1" = 10'-0"1 LEVEL 01 - MP- Show all

N O

RE

V

IS

IO

N

D A

TE

Sheets
A-101d - SCHEMATIC DESIGN - OVERALL FLOOR PLAN
A-101e - SCHEMATIC DESIGN - EXTERIOR ELEVATIONS

File details come from the government source that posted it. Updated .