ESBD_File_350638_388710-23-01r2-plans.pdf

GENERAL NOTES

1. WORK SHALL CONFORM TO THE CONSTRUCTION DOCUMENTS &

APPLICABLE BUILDING CODES (INCLUDING FEDERAL & STATE CODES,

ORDINANCES, REGULATIONS, ETC.) CONSTRUCTION DOCUMENTS

INCLUDE DRAWINGS & SPECIFICATIONS PLUS ANY ADDENDA TO THE

AFOREMENTIONED.

2. CONSTRUCTION DOCUMENTS ARE INTENDED TO INCLUDE ITEMS

NECESSARY TO CONVEY DESIGN INTENT OF THE WORK.

MANUFACTURERS' INSTRUCTIONS SHALL BE CONSIDERED AS PART OF

THE SPECIFICATIONS WHETHER INCLUDED OR NOT IN THE

SPECIFICATION MANUAL.

3. PERIODIC SITE VISITS BY OWNER'S REPRESENTATIVE SHALL NOT BE

CONSTRUED AS SUPERVISION OF MEANS, METHODS, TECHNIQUES,

SEQUENCES OR PROCEDURES FOR CONSTRUCTION, NOR IMPLY

RESPONSIBILITY FOR PROVIDING A SAFE PLACE FOR PERFORMANCE

OF WORK BY CONTRACTOR OR CONTRACTOR'S EMPLOYEES, OR

EMPLOYEES OF SUPPLIERS, OR FOR ACCESS, VISITS, USE, WORK,

TRAVEL, OR OCCUPANCY BY ANY PERSON.

4. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

5. CONTRACTOR SHALL:

- VERIFY DIMENSIONS & FIELD CONDITIONS BEFORE PROCEEDING.

- NOTIFY ARCHITECT OF FIELD CONDITIONS REQUIRING DEVIATIONS

FROM CONSTRUCTION DOCUMENTS BEFORE THE CONSTRUCTION

OF ANY MODIFICATION.

- PROVIDE ADEQUATE BRACING & SHORING AS NECESSARY UNTIL

PERMANENT SUPPORTS & STIFFENERS ARE INSTALLED.

- IMMEDIATELY REPAIR OR REPLACE DAMAGED OR DEFECTIVE

WORK TO THE APPROVAL OF (AND AT NO ADDITIONAL COST TO)

THE OWNER

- NOTIFY ARCHITECT & APPROPRIATE INSPECTORS AT CRITICAL

CONSTRUCTION MILESTONES IN ORDER TO OBTAIN NECESSARY

APPROVALS & INSPECTIONS PRIOR TO COMMENCEMENT OF

SUBSEQUENT WORK.

- TAKE REASONABLE PRECAUTIONS FOR THE SAFETY OF, AND

PROVIDE REASONABLE PROTECTION TO PREVENT DAMAGE,

INJURY OR LOSS TO:

a) EMPLOYEES & ALL OTHER AFFECTED PERSONS

b) ALL WORK, MATERIALS & EQUIPMENT

c) OTHER PROPERTY AT SITE OR ADJACENT THERETO.

- UPON COMPLETION OF THE WORK, REMOVE MATERIALS, TOOLS &

EQUIPMENT AND LEAVE SITE IN A CONDITION ACCEPTABLE TO

OWNER.

PROJECT

LOCATION

NORTH

ARCHITECTURAL

A1.1 ARCHITECTURAL SITE PLAN

A2.1 FLOOR PLAN

A2.2 FLOOR PLAN FLOOR FINISHES

A4.1 REFLECTED CEILING PLAN

A6.1 COUNTER AND BATHROOM

ELEVATIONS

A6.2 MILLWORK ELEVATIONS

A6.3 MILLWORK SECTIONS & DETAILS

A6.4 SECURE & SUPPLY ROOM

SHELVES DETAILS

A6.5 SUPPLY ROOM SHELF DETAILS

A9.1 SCHEDULES

_GENERAL

G0.0 COVER SHEET

G0.1 ABBREVIATIONS & SYMBOLS

G1.1 ACCESSIBILITY DETAILS

G1.2 ACCESSIBILITY DETAILS (CONT.)

ELECTRICAL

E0.1 ELECTRICAL GENERAL NOTES &

SYMBOLS

E1.1 EXISTING ELECTRICAL PARTIAL

SITE PLAN

E2.1 ELECTRICAL LIGHTING PLAN

E2.2 ELECTRICAL POWER PLAN

E200 FOR REFERENCE ONLY

E300 FOR REFERENCE ONLY

MECHANICAL

M0.1 MECHANICAL NOTES

M2.1 MECHANICAL PLAN

M4.1 MECHANICAL SCHEDULES

M5.1 MECHANICAL DETAILS

PLUMBING

P0.1 PLUMBING NOTES

P1.1 PLUMBING UTILITY PLAN

P2.1 PLUMBING PLAN

P3.1 PLUMBING RISER DIAGRAMS

P4.1 PLUMBING SCHEDULES

P5.1 PLUMBING DETAILS_DEMOLITION

DA2.1 DEMOLITION FLOOR PLAN

DA4.1 DEMOLITION CEILING PLAN

DE2.1 ELECTRICAL LIGHT DEMOLITION

PLAN

DE2.2 ELECTRICAL POWER

DEMOLITION PLAN

DM2.1 MECHANICAL DEMOLITION PLAN

DP2.1 PLUMBING DEMOLITION PLAN

THIS PROJECT INCLUDES:

REMOVAL OF EXISTING FLOOR FINISHES, INTERIOR LOBBY DOORS, CUSTOMER COUNTER AND ASSOCIATED WALLS.

ADDITION OF AN ADA COMPLIANT EMPLOYEE BATHROOM, NEW FLOOR FINISHES AND PAINT THROUGHOUT. NEW CUSTOMER COUNTER WITH LOW WALL SUPPORT. RECONFIGURATION AND INSTALL PARTIAL NEW SUSPENDED ACOUSTICAL CEILING AND TILE. ELECTRICAL AND PLUMBING AS

REQUIRED AND SHOWN ON CONSTRUCTION DOCUMENTS.

SCOPE OF WORK:

BUILDING CODES:

INTERNATIONAL BUILDING CODE IBC - 2018

AMERICANS W/ DISABILITIES ACT ADAAG - 2010

TEXAS ACCESSIBILITY STANDARDS TAS - 2012

INTERNATIONAL ENERGY CODE IECC - 2018

INTERNATIONAL MECHANICAL CODE IMC - 2018

ASHRAE 62.1 - 2016

INTERNATIONAL PLUMBING CODE IPC - 2018

NATIONAL ELECTRIC CODE

NATIONAL FIRE CODE

NATIONAL LIFE SAFETY CODE

NEC - 2023

NFPA 1 - 2018

NFPA 101 - 2018

Support Services Division / Facilities Planning & Management

COPYRIGHT 2020 TEXAS DEPTARTMENT OF TRANSPORTATION

6230 E. Stassney Lane Austin, Texas 78744 c

VICINITY MAP

INDEX OF DRAWINGS

PROJECT:

Project Manager:

ARCHITECTURE: ELECTRICAL: HVAC & PLUMBING:

G

EN

ER

AT

ED

O

N

2/ 7/

:4

0:

P M

C :\0

0_ Tx

D O

T D oc s\

_O

D A

VT

R

R em od el

\O D

A_

VT

R R em od el _B

IM

0.

rv t

R

EM

O D

EL

O

F

VE

H

IC

LE

A

N D

R

EG

IS

TR

AT

IO

N

PR

O

JE

C T

N U

M

BE

R

PROJECT NUMBER: 388710

SITE # 069597

BUILDING # 068064

Victor Winston

David Chapa

(806) 5434 - 1561 David.Chapa1@txdot.gov

REMODEL OF VEHICLE AND

REGISTRATION

Anthony MarschAlfredo Terrones

Phone: (512)317-9486 E-mail: JoseAlfredo.Terrones@txdot.gov

Phone: (512)975-1146 E-mail: Victor.Winston@txdot.gov

Phone: (512)431-5285 E-mail: Anthony.Marsh@txdot.govr

Facilities Planning & Management 6230 E. Stassney Lane Austin, Tx 78744

Facilities Planning & Management 6230 E. Stassney Lane Austin, Tx 78744

Facilities Planning & Management 6230 E. Stassney Lane Austin, Tx 78744

3901 EAST US HIGHWAY, ODESSA, TX

WICHITA

FALLS

BEAUMONT

PARIS

ATLANTA

BRYAN

BROWNWOOD

AMARILLO

ABILENE

CHILDRESS

FORT

WORTH

CORPUS

CHRISTI

DALLAS

EL PASO

HOUSTON

LAREDO

LUBBOCK

LUFKIN

ODESSA

SAN

ANGELO

SAN

ANTONIO

YOAKUM

WACO

TYLER

PHARR

ECTOR COUNTY, TX

ODESSA DISTRICT (06)

TDLR REGISTRATION:

EABPRJ########

Date Signed:

02/07/2024

JRODRI29

Cross-Out

RESERVED

PARKING

VAN

ACCESSIBLE

12"x 6"

PLAQUE

PARKING

RESERVED

ALIGN

Accessible Parking Signage at VAN

Space

Accessible Parking Signage at Standard Space

A .F

.G

Door Threshold Detail

UNOBSTRUCTE

D

FORWARD

REACH

M A

X

' M

A X

25" MAX

20" MAX

MANEUVERING CLEARANCE IN AN ALCOVE

' M

IN

3' MIN

' M

IN

M

IN

5' MIN

M

IN

' M

IN

(B) Parallel

(A) Forward

(A) Parallel

2'-6" MIN

M

IN

4' MIN

4' MIN

2'-6"

(B) Forward

R 2'

-3

(A) Circular (B) T-Shaped

FLOOR OR GROUND SURFACES

L O

N G

D

IM

E N

S

IO

N P

E R

P E

N D

IC

U

L A

R T

O D

O M

IN

A

N T

D

IR

E C

T

IO

N O

F T

R A

V E

L

1' 3' 1'

5'4'-6"

(B) Parallel

(A) Forward

" 4

' M A

X M

IN

SECTION 302

1 / 2"

M A

X

1/2" MAX

SECTION

S E

C T

IO

N

CHANGES IN LEVEL

SECTION 303

1 / 4"

M A

X

1 / 2"

M A

X

1 / 4"

1 / 4"

TURNING SPACE

SECTION 304

4' MIN

304.3

305.5

305.5

M

IN

305.7.1

305.7.2

6" MAX

M

IN

17"-25"

(A) Section (B) Plan

306.3

M

IN

8" MIN

M

IN

11" MIN

M

IN

25" MAX

(B) Plan(A) Section

CLEAR FLOOR SPACE

SECTION 305

C L E

A R

T O

E S

P A

C E

S E

C T

IO

N

PROTRUDING OBJECTS

SECTION 307

307.2 307.3

REACH RANGES

SECTION 308

308.2.1 308.2.2 308.2.2

OBSTRUCTED HIGH

FORWARD REACH

10" MAX

" 4

' M A

X M

IN

308.3.1 10" MAX 2' MAX

M A

X

M A

X

M A

X

M A

X

OBSTRUCTED HIGH

SIDE REACH

UNOBSTRUCTED

SIDE REACH

Walking Surfaces

SECTION 403

1. Running Slope not to be greater than 1:20

2. Cross Slope not to be greater than 1:48

2' 4' 2'

403.5.1

(A) 180 degree turn (B) 180 degree turn (Exception)

3' 3'

X<48"

' M

IN

3'-6" 3'-6"

X<48"

' M

IN

403.5.2

403.5.2

Doors, Doorways, and Gates

SECTION 404

(C) Folding Door(A) Hinged Door (B) Sliding Door

2'-8" MIN2'-8" MIN2'-8" MIN

TYPE OF USE MIN MANEUVERING CLEARANCE

APPROACH DIRECTION APPROACH SIDE

PERPENDICULAR

TO DOORWAY

PARALLEL

TO DOORWAY5_

FROM FRONT PULL 60" 18"

FROM FRONT PUSH 48" 0"1_

FROM HINGE SIDE PULL 60" 36"

FROM HINGE SIDE PULL 54" 42"

FROM HINGE SIDE PUSH 42"2 22"3_

FROM LATCH SIDE PULL 48"4_ 24"

FROM LATCH SIDE PUSH 42"4_ 24"

1. ADD 12" IF CLOSER AND LATCH ARE PROVIDED

2. ADD 6" IF CLOSER AND LATCH ARE PROVIDED

3. BEYOND HINGE SIDE

4. ADD 6" IF CLOSER IS PROVIDED

5. BEYOND LATCH SIDE UNLESS NOTED OTHERWISE

(A) Front Approach, PULL side

' M

IN

18" MIN

(B) Front Approach, PUSH side

' M

IN

(C) Front Approach, PUSH side Door Provided w/ both Closer & Latch

' M

IN

12" MIN

(D) Hinge Approach, PULL side

' M

IN

3' MIN

(E) Hinge Approach, PULL side

3'-6" MIN

M

IN

(F) Hinge Approach, PUSH side

M

IN

1'-10" MIN

(G) Hinge Approach, PUSH side Door Provided w/ both Closer & Latch

1'-10" MIN

' M

IN

(H) Latch Approach, PULL side

' M

IN

2' MIN

M

IN

2' MIN

(I) Latch Approach, PULL side Door Provided w/ Closer

(J) Latch Approach, PUSH side

2' MIN3

M

IN

(K) Latch Approach, PUSH side Door Provided w/ Closer

2' MIN

' M

IN

404.2.3

T a b le

.2

.4 .1

(C) Pocket or Hinge Approach (D) Stop or Latch Approach

2' MIN3

M

IN

M

IN

1'-10" MIN

404.2.4.1

404.2.4.1

404.2.4.2

404.2.4.1

MINIMUM MANEUVERING CLEARANCE

APPROACH DIRECTIONPERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY5_

FROM FRONT 48" 0"

FROM SIDE1_ 42" 0"

FROM PKT/HINGE 42" 22"2_

MANEUVERING CLEARANCES AT DOORWAYS W/O DOORS

FROM STOP/LATCH 42" 22"

1. DOORWAY WITH NO DOOR

2. BEYOND POCKET/HINGE SIDE

(A) Front Approach

' M

IN

(B) Side Approach

(A) Pull Side (B) Push Side

X

X

18" MIN

' M

IN

' M

IN

(C) Push Side, Door Provided w/ both Closer and Latch

X

" 4 ' M

IN

12" MIN

404.2.4.3

4' MIN 4' MIN 4' MIN

(A) (B) (C)

404.2.6

HARDWARE REQUIREMENTS

1. Door Closers and Gate Closers. Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum.

2. Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum.

3. Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows:

1. Interior hinged doors and gates: 5 pounds (22.2 N) maximum.

2. Sliding or folding doors: 5 pounds (22.2 N) maximum.

These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position.

1 / 2"

M A

X

(A) Car (B) Van

F U

L L L

E N

G T

H O

F S

T A

L L

PARKING STALLS

SECTION 502

N O

T E

M

A X

IM

U

M

:5 S

L O

P E

I N

A L L D

IR

E

C T

IO

N

S F

O R

B O

T H

T H

E S

P A

C E

A N

D T

H E

A C

C E

S S

A

IS

L E

Wall or Post Mounted Signage, Ref ADAAG

Wall or Post-Mounted Signage, Ref ADAAG

T a b le

.2

.4 .2

PLUMBING ELEMENTS AND FACILITIES

SECTION 600

(A) Wheelchair Accessible WC

(B) Ambulatory Accessible WC

TRANSFER SIDE

16"-18" 17"-19"

M

IN

60" MIN

604.3.1

LOCATION OF WC

604.2

CLEARANCE AT WC

24" MIN

12" MIN

36" MIN

604.5

GRAB BARS

*CONTRACTOR TO PROVIDE BLOCKING TO ACCOMMODATE ALL

POSSIBLE BARS/ACCESSORIES IN ALL BATHROOMS

M

IN

' M

A X

7"-9" MAX

604.7

DISPENSERS

(A) Adult Wall Hung WC (B) Adult Floor Mounted WC and Children's WC

60" MIN 60" MIN

M

IN

604.8.1.1

SIZE OF ACCESSIBLE STALLS

(A) Elevation - Adult

PARTITION

(C) Plan(B) Elevation - Children

PARITION

5" MAX 15" MIN

602.5

DRINKING FOUNTAINS SPOUT LOCATION & SPOUT HEIGHT

M

IN

6" MIN

6" MIN

M

IN

6" MIN

' M

IN

604.8.1.4

CLEAR TOE SPACE

M

IN 35"-37"

M

IN

M

IN

604.8.2

AMBULATORY ACCESSIBLE WC

(A) Top Loading (B) Front Loading

M A

X

611.4

WASHER/DRYER

903.4

ACCESSIBLE BENCH

FIRE EXTINGUISHERS

M A

X

M A

X

2" MAX

THIS SHEET IS AN ABRIDGED OVERVIEW OF ARCHITECTURAL BARRIERS TEXAS ACCESSIBILITY STANDARDS (TAS 2012). ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF DIAGRAMS, TABLES & NOTES ON THIS SHEET.

SOME DIAGRAMS AND/OR SECTIONS MAY NOT BE APPLICABLE. INCLUSION OF SUPERFLUOUS DIAGRAMS / NOTES SHALL NOT IMPART ANY RESPONSIBILITY ON ARCHITECT WHATSOEVER.

SOME DIAGRAMS / NOTES MAY NOT BE DEPICTED HEREIN. CONTRACTOR SHALL CONSULT COMPLETE CODE & NOTIFY ARCHITECT OF DISCREPANCIES.

DOORS OR GATES IN A SERIES

BUILT-IN ELEMENTS

SECTION 900

904.4.1

SALES AND SERVICE COUNTER

Parallel Approach . A portion of the counter surface that is 36" long min. & 36" high max. above the finish floor shall be provided. A clear floor or ground space complying with 305 shall be positioned for a parallel approach adjacent to the 36" min. length of counter.

904.4.2 Forward Approach . A portion of the counter surface that is 30" long min. & 36" high max. above the finish floor shall be provided. Knee and tow space complying w/ 306 shall be provided under the counter. A clear floor or ground space complying w/ 305 shall be positioned for a forward approach to the counter.

M

IN

603.3

MIRRORS & HEIGHT OF SINKS

BOTTOM OF

REFLECTIVE

SURFACE

GENERAL NOTES:

12" MAX

-3

-4

39-41" MAX

42" MIN 1

M

IN

M

IN

-1

/2

M

IN

M A

X

606.3

3-1/2" MAX

FORWARD APPROACHPARALLEL APPROACH

602.4

M A

X

M A

X

WHEELCHAI

R ACCESS

STANDING

5" MAX

15" MIN

M

IN

M

IN

M A

X

M A

X

M

IN

BETWEEN WING WALLS

ANY DIMENSION PERMISSIBLE

24" MAX.

M

IN

4" MAX.

M

IN

96" MIN. 60" MIN. 132" MIN.

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2021c

Texas of Transportation Department

R

/1

/2

:3 :1

A

M C

U s e rs

\j ro d ri

\D o c u m e n ts \T

E M

P P

R O

J E

C T

S \O

D A

V

R T

R

E M

O D

E L \C

A D

\R e v it M o d e l\O D

A

V T

R R e m o d e l.

rv t

G1.1

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y

O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

DRAWN BY: LLT

ISSUED: 02/07/2024

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

ACCESSIBILITY DETAILS

CHECKED BY: AT

Date Signed:

02/07/2024

Ramps

SECTION 405

RAMP RUN LANDINGLANDING

(A) Straight (B) Change in Direction

5' MIN 5' MIN

A t le a s t a s w id e a s r a m p r u n

5' MIN

' M

IN

LANDING

RAMP RUN

R A

M P

R U

N

1. RUNNING SLOPE NOT TO BE GREATER THAN 1:12

2. CROSS-SLOPE NOT TO BE GREATER THAN 1:48

3. THE MAXIMUM RISE FOR ANY RAMP RUN SHALL BE 30"

4. RAMPS RUNS RISING GREATER THAN 6" SHALL HAVE

HANDRAILS ON EACH SIDE OF THE RAMP.

5. EDGE PROTECTION MAY BE REQUIRED, CONSULT ADAAG

FOR SPECIFIC APPLICATION.

6. PROVIDE MEANS OF TACTIILE/TEXTURAL WARNING SURFACE

AT RAMP RUN COMPLYING WITH PROVISIONS OF ADAAG.

12" MIN 12" MIN

405.7

405.9.1

X

405.9.2

Adjoining Surface 1:20 Max Slope

Curb Ramp 1:12 MAX SlopeFlared Sides

1:10 MAX Slope

SLOPE

406.2406.4

M

IN

At least as wide as Curb Ramp

24" MIN

" M

IN

4' M

IN

Curb Ramp 1:12 MAX Slope

406.6

" 2

Floor Designation

Mounted Inside Both Jambs

Call Buttons

7 8

5 6

3 4

1 B

ELEVATOR ENTRANCE ELEVATION

A F

F M

A X

A F

F M

IN

M A

X

Note: ALL Control Buttons Shall Be Designated by BOTH Braille and Raised Characters.

3/4" Control Button

5 / 8"

C h a ra c te r H t

Emergency Stop (Octagon-Raised)

Door Open

Emergency Alarm

Main Entry Floor

CONTROL PANEL

C

C

(A) Centered Door (B) Side (Off-Centered) Door (C) Any Door Location (D) Any Door Location

4'-6" MIN 5' MIN

M

IN

407.2.2.2

21 /

M

IN 21 /

M

IN

M

IN

M

IN

M

IN

407.2.3.1

407.2.3.2

68" MIN80" MIN

3' MIN 3' MIN

M

IN

M

IN

M

IN

M

IN

3' MIN3'-6" MIN

M

IN

M

IN

ELEVATORS (ABRIDGED)

SECTION 408

Hall Lantern

Width to Height Ratio 3:5 min.

Width to Height Ratio 1:1 max.

1:5 Stroke Width to Height

Ratio max.

m in

(O v e rh e a d

⅝

M

IN

M A

X (W a ll

M o u n te d

1:10 Stroke Width to Height

Ratio min.

(A) Character Range

CLEAR FLOOR SPACE

COMMUNICATION ELEMENTS

SECTION 700

*ALL SIGNAGE DESIGN/SPECIFICATION BY OTHERS UNLESS EXPLICITLY NOTED OTHERWISE IN CONTRACT

DOCUMENTS.

LIBRARY

AREA OF

REFUGE

AREA OF

REFUGE

AREA OF

REFUGE

45°

MEN NOT IN

PICTOGRAM

FIELD

⅜

M

IN

⅜

M

IN

⅝

BRAILLE DIMENSIONS

MEASUREMENT RANGE MINIMUM/MAXIMUM

DOT BASE DIAMETER 0.059" (1.5mm) to 0.063" (1.6mm)

DIST B/W 2 DOTS IN SAME CELL 0.090" (2.3mm) to 0.100" (2.5mm)

DIST B/W CORRESPONDING

DOTS IN ADJACENT CELLS

0.241" (6.1mm) to 0.300" (7.6mm)

DOT HEIGHT 0.025" (0.6mm) to 0.037" (0.9mm)

0.395" (10mm) to 0.400" (10.2mm)

DIST B/W CORRESPONDING DOTS

FROM 1 CELL DIRECTLY BELOW

C

A

B

C

D

E

A

RAISED DOT

NO RAISED DOT

BLANK CELL

SPACE B/W WORDS

E B

B SINGLE BRAILLE CELL

M

IN

M A

X

1'-6"

703.4.2

LOCATION OF SIGNAGE

703.4.2

HEIGHT OF CHARACTERS

M

IN

ACCESSIBILITY TTY

VOL CNTRL

TELEPHONE

ACCESS FOR

HEARING LOSS

703.7.2

SYMBOLS

(A) Elevation

(B) Plan

0.2

5.1

TOP DIAMETER

50-65% OF BASE

DIAMETER

BASE DIAMETER

.9"-1.4" (23-36mm)

.6

.4

1.6"-2.4"

.6

M

IN

(B) Stroke Range

30°

MAX

(C) Curved Nosing (D) Beveled Nosing

(B) Angled Riser(A) Radius of Tread Edge (Typical for All Profiles)

1/2" MAX

Radius

504.5

(A) Stairs (B) Ramps (C) Walking Surfaces

505.4

HANDRAILS

SECTION 505

STAIRWAYS

SECTION 504

X

X

12" MIN

505.10.1 505.10.2 505.10.3

2¼" MAX

2¼ " M

AX

*4" - 6 1/4

" MAX

PERIMETER

1 1/2" MIN

1 / 2"

M

IN

505.5 505.6505.7

12" MIN1½" MAX. 1½" MAX.

THIS SHEET IS AN ABRIDGED OVERVIEW OF ARCHITECTURAL BARRIERS TEXAS ACCESSIBILITY STANDARDS (TAS 2012). ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF DIAGRAMS, TABLES & NOTES ON THIS SHEET.

SOME DIAGRAMS AND/OR SECTIONS MAY NOT BE APPLICABLE. INCLUSION OF SUPERFLUOUS DIAGRAMS / NOTES SHALL NOT IMPART ANY RESPONSIBILITY ON ARCHITECT WHATSOEVER.

SOME DIAGRAMS / NOTES MAY NOT BE DEPICTED HEREIN. CONTRACTOR SHALL CONSULT COMPLETE CODE & NOTIFY ARCHITECT OF DISCREPANCIES.

GENERAL NOTES:

12" MIN.

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2021c

Texas of Transportation Department

R

/1

/2

:3 :1

A

M C

U s e rs

\j ro d ri

\D o c u m e n ts \T

E M

P P

R O

J E

C T

S \O

D A

V

R T

R

E M

O D

E L \C

A D

\R e v it M o d e l\O D

A

V T

R R e m o d e l.

rv t

G1.2

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y

O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

DRAWN BY: LLT

ISSUED: 02/07/2024

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

ACCESSIBILITY DETAILS (CONT.)

CHECKED BY: AT

Date Signed: 02/07/2024

DEMOLITION NOTES

1. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

2. DEMOLITION PLANS & NOTES ARE PROVIDED TO CONVEY DESIGN

INTENT.

3. INFORMATION CONCERNING EXISTING CONDITIONS IS SUITABLE FOR

PREPARATION OF THE DRAWINGS & GIVEN FOR THE CONTRACTOR'S

CONVENIENCE. ARCHITECT DOES NOT GUARANTEE ACCURACY OF

SUCH INFORMATION. IT IS CONTRACTOR'S RESPONSIBILITY TO INFORM

HIMSELF & NECESSARY OFFICIALS AS TO THE CONDITIONS AFFECTING

THE WORK.

4. DIMENSIONS GIVEN ARE TO FACE OF FRAMING, UNLESS INDICATED

OTHERWISE.. WHERE CONSTRUCTION FEATURES EXIST, VERIFY

DIMENSIONS WITH FIELD CONDITIONS.

5. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

6. OWNER HAS FIRST RIGHT OF SALVAGE TO BUILDING MATERIALS

REMOVED AS PART OF DEMOLITION & NOT SPECIFIED FOR RE-USE IN

CONSTRUCTION.

7. PRIOR TO DEMOLITION WORK, CONTRACTOR SHALL:

- DISCONNECT UTILITIES TO AREAS AFFECTED BY THE WORK

- PROVIDE UTILITIES TO AREAS WITH CONTINUED OCCUPANCY

DURING THE WORK.

8. DURING DEMOLITION WORK, CONTRACTOR SHALL:

- LOCATE, PRESERVE & PROTECT FROM DAMAGE

a) UTILITY SERVICES & MAIN LINES

b) EXISTING BUILDING & LANDSCAPE ELEMENTS TO REMAIN

c) EXISTING WALLS & STRUCTURAL MEMBERS TO REMAIN

d) FINISH WORK THAT BECOMES EXPOSED.

- PERFORM WORK IN AN ORDERLY AND CAREFUL MANNER TO

ACCOMMODATE CONNECTION OF NEW CONSTRUCTION TO

EXISTING FEATURES.

- CUT & CAP PLUMBING & WASTE LINES AT SLAB-LEVEL FOR

CONCRETE TO REMAIN.

- SALVAGE (WHERE POSSIBLE) STRUCTURAL & FINISH MATERIALS

FOR REUSE.

9. AFTER DEMOLITION WORK, CONTRACTOR SHALL:

- REPAIR OR REPLACE (TO OWNER'S SATISFACTION) AT NO EXTRA

CHARGE:

a) PROPERTY, UTILITIES, LANDSCAPE FEATURES, ETC.

DAMAGED DURING THE WORK

b) DEMOLITION IN EXCESS OF THAT REQUIRED BY THE WORK.

- COORDINATE, REMOVE, RECYCLE OR DISPOSE OF DEMOLISHED

MATERIALS IN ACCORDANCE WITH FEDERAL & STATE LAW.

- LEAVE SITE IN A CONDITION ACCEPTABLE TO OWNER.

REMOVE EXISTING WALL,

WINDOW AND ALL

ASSOCIATED HARDWARE

REMOVE EXSITING

COUNTER AND WALL

ASSENBLY BELOW THE

COUNTER AND WALL

ABOVE OPENING

REMOVE EXSITING WALL,

DOOR AND STOREFRONT

ASSEMBY

REMOVE AND SLAVAGE

EXISTING MODULAR

FURNITURE, TYPICAL

EXISTING BUILT-IN

SHELVING TO REMAIN

AND MODIFIED

EXISTING BUILT-IN SHELVING

TO REMAIN AND MODIFIED

REMOVE EXISTING COUNTER,

SINK AND CABINETS. CAP OFF

PLUMBING AS REQUIRED AND

PREP FOR NEW

REMOVE AND STORE

EXISTING FILE CABINETS

COORDINATE STORAGE

LOCATION WITH USER

AND TxDOT CPM

REMOVE EXISTING COUNTER

AND WALL ASSEMBLY

REMOVE EXISTING WALL

AND DOOR ASSEMBLY

AND ALL ASSOCIATED

HARDWARE

REMOVE EXSITING VCT

AND PREP FOR NEW

WORK, TYPICAL

REMOVE EXSITING CARPET

AND PREP FOR NEW WORK

TYPICAL

REMOVE EXSITING VCT AND

PREP FOR NEW WORK

REMOVE EXISTING CERAMIC

TILE AND PREP FOR NEW

WORK,TYPICAL

REMOVE EXISTING

CARPET AND PREP FOR

NEW WORK, TYPICAL

NOTE:

REMOVE PERIMETER WALL BASE IN AREAS WHERE FLOORING

MATERIAL IS BEING REMOVED AND PREP AS REQUIRED AND

AS RECOMMENDED BY MANUFACTERER FOR INSTALLATION OF

NEW BASE AS SPECIFIED

REMOVE EXSITING VCT

AND PREP FOR NEW

WORK, TYPICAL

EXISTING STRUCTURAL

TUBE COLUMN TO REMAIN

CONTRACTOR TO TAKE

CARE NOT TO DAMAGE AS

A RESULT OF STOREFRONT

REMOVAL

EXISTING STRUCTURAL

TUBE COLUMN TO REMAIN

CONTRACTOR TO TAKE

CARE NOT TO DAMAGE AS

A RESULT OF DEMO WORK

EXISTING VINYL FLOOR COVERING

EXISTING CERAMIC FLOOR TILE

EXISTING CARPET FLOORING

FLOOR FINISHES - DEMO

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2021c

Texas of Transportation Department

R

/1

/2

:1 :4

P

M C

U s e rs

\j ro d ri

\D o c u m e n ts \T

E M

P P

R O

J E

C T

S \O

D A

V

R T

R

E M

O D

E L \C

A D

\R e v it M o d e l\O D

A

V T

R R e m o d e l.

rv t

DA2.1

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y

O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

DRAWN BY: LLT

ISSUED: 02/07/2024

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

DEMOLITION FLOOR PLAN

CHECKED BY: AT

1/4" = 1'-0"

FLOOR PLAN - DEMO

NOTES:

• CONTRACTOR TO COORDINATED WITH DMV

SECURITY CONSULTANT ON REMOVAL OF

SECURITY CAMERAS AND RE-INSTALLATION

TO THE TEMPORARY PORTABLE.

• EXISTING INFRASTRUCTURE TO REMAIN.

CONTRACTOR TO COORDINATE AND ENSURE

THAT NO DAMAGE TO WIRING AND

CONNECTIONS ARE A RESULT OF REMOVAL,

RE-INSTALLATION OR OTHER WORK BEING

CONDUCTED IN THIS PROJECT.

REMOVE BULKHEAD, GYPSUM

BOARD CEILING AND LIGHT

FIXTURES OVER THE COUNTER

SALVAGE LIGHT FIXTURES AND AIR

RETURN GRILLE FOR REINSTALLATION

REMOVE LAY-IN CEILING

SYSTEM IN AREA SHOWN.

SALVAGE AIR GRILLE AND AIR

RETURN FOR REINSTALLATION

SALVAGE LIGHT FIXTURES

FOR REINSTALLATION

REMOVE LAY-IN CEILING SYSTEM

AND GYP BOARD CEILING IN

AREA SHOWN.

DEMOLITION NOTES

1. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

2. DEMOLITION PLANS & NOTES ARE PROVIDED TO CONVEY DESIGN

INTENT.

3. INFORMATION CONCERNING EXISTING CONDITIONS IS SUITABLE FOR

PREPARATION OF THE DRAWINGS & GIVEN FOR THE CONTRACTOR'S

CONVENIENCE. ARCHITECT DOES NOT GUARANTEE ACCURACY OF

SUCH INFORMATION. IT IS CONTRACTOR'S RESPONSIBILITY TO INFORM

HIMSELF & NECESSARY OFFICIALS AS TO THE CONDITIONS AFFECTING

THE WORK.

4. DIMENSIONS GIVEN ARE TO FACE OF FRAMING, UNLESS INDICATED

OTHERWISE.. WHERE CONSTRUCTION FEATURES EXIST, VERIFY

DIMENSIONS WITH FIELD CONDITIONS.

5. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

6. OWNER HAS FIRST RIGHT OF SALVAGE TO BUILDING MATERIALS

REMOVED AS PART OF DEMOLITION & NOT SPECIFIED FOR RE-USE IN

CONSTRUCTION.

7. PRIOR TO DEMOLITION WORK, CONTRACTOR SHALL:

- DISCONNECT UTILITIES TO AREAS AFFECTED BY THE WORK

- PROVIDE UTILITIES TO AREAS WITH CONTINUED OCCUPANCY

DURING THE WORK.

8. DURING DEMOLITION WORK, CONTRACTOR SHALL:

- LOCATE, PRESERVE & PROTECT FROM DAMAGE

a) UTILITY SERVICES & MAIN LINES

b) EXISTING BUILDING & LANDSCAPE ELEMENTS TO REMAIN

c) EXISTING WALLS & STRUCTURAL MEMBERS TO REMAIN

d) FINISH WORK THAT BECOMES EXPOSED.

- PERFORM WORK IN AN ORDERLY AND CAREFUL MANNER TO

ACCOMMODATE CONNECTION OF NEW CONSTRUCTION TO

EXISTING FEATURES.

- CUT & CAP PLUMBING & WASTE LINES AT SLAB-LEVEL FOR

CONCRETE TO REMAIN.

- SALVAGE (WHERE POSSIBLE) STRUCTURAL & FINISH MATERIALS

FOR REUSE.

9. AFTER DEMOLITION WORK, CONTRACTOR SHALL:

- REPAIR OR REPLACE (TO OWNER'S SATISFACTION) AT NO EXTRA

CHARGE:

a) PROPERTY, UTILITIES, LANDSCAPE FEATURES, ETC.

DAMAGED DURING THE WORK

b) DEMOLITION IN EXCESS OF THAT REQUIRED BY THE WORK.

- COORDINATE, REMOVE, RECYCLE OR DISPOSE OF DEMOLISHED

MATERIALS IN ACCORDANCE WITH FEDERAL & STATE LAW.

- LEAVE SITE IN A CONDITION ACCEPTABLE TO OWNER.

CEILING PLAN NOTES

CEILING PLAN LEGEND

1. CEILING HEIGHTS GIVEN ARE TO FACE OF FINISH.

2. VERIFY AND COORDINATE PLACEMENT OF LIGHTING W/ OTHER

TRADES (STRUCTURAL, HVAC, FIRE SPRINKLERS, ETC.).

CONSULT MANUFACTURER IF ALTERNATE HOUSINGS ARE REQ'D.

4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2'x4' TROFFER

(ORIENTATION)

2'x2' TROFFER

(ORIENTATION)

2'x4' SURFACE

MOUNT

PENDANT

RECESSED CAN

RECESSED WALL

WASHER

WALL SCONCE

EXIT SIGN

SUPPLY AIR

DIFFUSER

RETURN AIR

GRILL

EXHAUST FAN

LAY-IN

ACOUSTICAL

CEILING

5/8" GYP. BOARD

CEILING

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2021c

Texas of Transportation Department

R

/1

/2

:1 :4

P

M C

U s e rs

\j ro d ri

\D o c u m e n ts \T

E M

P P

R O

J E

C T

S \O

D A

V

R T

R

E M

O D

E L \C

A D

\R e v it M o d e l\O D

A

V T

R R e m o d e l.

rv t

DA4.1

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y

O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

DRAWN BY: LLT

ISSUED: 02/07/2024

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

DEMOLITION CEILING PLAN

CHECKED BY: AT

1/4" = 1'-0"

REFLECTED CEILING PLAN - DEMO

1,;

Rf f-w

I ::J

...J w

...J u::

NORTH

® 1

�------E--------- � - - - _j_ _ - - _ ___1_ n--r

1:XX:1

I I ,-11 I 11

L_JI

I I I I I I

I I I I ,-11 I 11 L_J I I I I

I I I I I I

,-71 I 11 L_J I Im

� ?IC-=-- - :::n= _- _� _J - l1_ �¥12 -� �

0 0

0 0 0

0 0

I

ELECTRICAL LIGHTING DEMOLITION PLAN

SCALE:NTS

I I I I I I I I I I I I I I I I I I I I I I (nll lfp

I I

H I I

H I I

IJ

� 711

IX

I I

N

=======' I

IX

R

IX�

�M

I

KEYED NOTES "0" APPLIES TO THIS SHEET ONLY

1. REMOVE ALL EXISTING LIGHT FIXTURES AND RETAIN FOR REUSE. DEMOLISH WIRING AND

CONDUIT BACK TO NEXT REMAINING CONNECTION POINT. REFER TO SHEET E2.1 AND

REFERENCE DRAWING E200.

2. DEMOLISH WIRING AND CONDUIT BACK TO REMAINING FIXTURE FOR LIGHT SWITCH

LOCATED IN WALL BEING DEMOLISHED. REMOVE EXISTING LIGHTING CONTROLS FROM ANY

WALLS BEING DEMOLISHED AND RETAIN FOR REUSE IN NEW RENOVATED OFFICE AREA

REFER TO SHEET E2.1 AND REFERENCE DRAWING E200.

CEILING PLAN NOTES

1. VERIFY AND COORDINATE PLACEMENT OF LIGHTING W/OTHER

TRADES (STRUCTURAL, HVAC, FIRE SPRINKLERS, ETC.).

CONSULT MANUFACTURER IF ALTERNATE HOUSINGS ARE REQ'D,

2. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

CEILING PLAN LEGEND

C 2'x4' TROFFER

SJ

SUPPLY AIR

(ORIENTATION) DIFFUSER

□ 2'x2' TROFFER

SJ

(ORIENTATION) RETURN AIR

GRILL

::ex 2'x4' SURFACE

MOUNT

-+- PENDANT

0 RECESSED CAN

& RECESSED WALL

WASHER

WALL SCONCE

rn EXIT SIGN

ELECTRICAL LIGHTING DEMOLITION PLAN

I C.)

w ct:

a..

0-z w ct:

z- 0.....J- ::J Ill ct:

I-

Texas epartment ransportation

COPYRIGHT @2021

co r--- 0)

Cl) Cl) w co

0 t � � <( � s o en a..

I W en (9 w I

Cl) w, en � w I-

ISSUED: 06-29-2021

DRAWN BY: AWM

CHECKED BY:AWM

REVISIONS:

DE2.1

THIS DRAWING CREATED FOR PRODUCTION ON 22'x34" SHEET SIZE. 00 NOT SCALE PRINTS.

� � t; � z co

=>o I-ct: !

N�

;;o�o 00 a:::

-2

3-llealtat Text Box

...J u::

NORTH

® 1

1Ufyp

0 0

0 0

ELECTRICAL POWER DEMOLITION PLAN

SCALE:NTS

IX

I �

R I xx:

I

=======' I

IX

R

IXXX:

I

KEYED NOTES "0" APPLIES TO THIS SHEET ONLY

1. DEMOLISH RECEPTACLE WIRING AND CONDUIT BACK TO NEXT REMAINING CONNECTION

POINT. REMOVE RECEPTACLES FROM ANY WALLS BEING DEMOLISHED AND RETAIN FOR

REUSE IN NEW RENOVATED OFFICE AREA. REFER TO SHEET E2.2 AND REFERENCE

DRAWING E300.

2. DEMOLISH DATA PORT WIRING AND CONDUIT BACK TO NEXT REMAINING CONNECTION

POINT. REMOVE DATA PORTS FROM ANY WALLS BEING DEMOLISHED AND RETAIN FOR

REUSE IN NEW RENOVATED OFFICE AREA. REFER TO SHEET E2.2 AND REFERENCE

DRAWING E300.

3. FIRE ALARM CIRCUITS ARE NOT TO BE DEMOLISHED BUT LEFT IN PLACE.

ELECTRICAL POWER DEMOLITION PLAN

I C.)

w ct:

a..

w I-

Texas epartment ransportation

COPYRIGHT @2021

co

ISSUED: 06-29-2021

DRAWN BY: AWM

CHECKED BY:AWM

REVISIONS:

DE2.2

THIS DRAWING CREATED FOR PRODUCTION ON 22'x34" SHEET SIZE. 00 NOT SCALE PRINTS.

-2

3-

SITE NOTES

1. SITE DRAWING PROVIDED FOR PORTABLE LOCATION AND

INSTALLATION PURPOSES.

2. SITE INFORMATION CONCERNING EXISTING CONDITIONS IS SUITABLE

FOR PREPARATION OF THE DRAWINGS & GIVEN FOR THE

CONTRACTOR'S CONVENIENCE.

3. ARCHITECT DOES NOT GUARANTEE ACCURACY OF SUCH

INFORMATION. IT IS CONTRACTOR'S RESPONSIBILITY TO INFORM

HIMSELF & NECESSARY OFFICIALS AS TO THE CONDITIONS AFFECTING

THE WORK.

4. ALL SITE DRAINAGE SHALL BE AWAY FROM BUILDING.

5. VERIFY TRASH ENCLOSURE SIZE WITH OWNER & WASTE DISPOSAL

SERVICE REQUIREMENTS.

6. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

MOBILE OFFICE UNIT (1)

EXISTING - 2 ADA+2

STANDAR PARKING

SPACES - F.V.

FENCE

PARKING SPACES DMV

EMPLOYEES

PARKING SPACES

EMPLOYEES

ACCESS THRU SIDEWALK

ON NORTH SIDE

DMV

BUILDING

TRANSFORMER

EXISTING GREASE

TRAP

AUTOMATIC

TRANSFER SWITCH

EMERGENCY

GENERATOR

4" CONDUIT WITH

TELEPHONE AND FIBER

OPTIC-1B EAST OF DS3

DS3 45" OFF PROP.

LINE 18" DEEP

SEWER LINE

CITY WATER LINE

2 ELECT. &

1 SPARE CONDUIT

2O" DEEP

TEXAS E

LEC. S

ERVIC

E C

O

CITY W

ATER

SSV

SSV

ADMINISTRATION

BUILDING

T

T

60' - 0"

' - 0

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2021c

Texas of Transportation Department

R

/1

/2

:3 :0

A

M C

U s e rs

\j ro d ri

\D o c u m e n ts \T

E M

P P

R O

J E

C T

S \O

D A

V

R T

R

E M

O D

E L \C

A D

\R e v it M o d e l\O D

A

V T

R R e m o d e l.

rv t

A1.1

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y

O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

DRAWN BY: LLT

ISSUED: 02/07/2024

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

ARCHITECTURAL SITE PLAN

CHECKED BY: AT

1" = 20'-0"

SITE PLAN

FLOOR PLAN NOTES

1. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE COSNTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

2. INFORMATION CONCERNING EXISTING CONDITIONS IS SUITABLE FOR

PREPARATION OF THE DRAWINGS & GIVEN FOR THE CONTRACTOR'S

CONVENIENCE.

3. ARCHITECT DOES NOT GUARANTEE ACCURACY OF SUCH

INFORMATION. IT IS CONTRACTOR'S RESPONSIBILITY TO INFORM

HIMSELF & NECESSARY OFFICIALS AS TO THE CONDITIONS AFFECTING

THE WORK.

4. DIMENSIONS GIVEN ARE TO FACE OF FRAMING, UNLESS INDICATED

OTHERWISE.

5. WHERE CONSTRUCTION FEATURES EXIST, VERIFY DIMENSIONS WITH

FIELD CONDITIONS

6. FOR GYPSUM BOARD EXTERIOR CORNERS, PROVIDE:

- STANDARD PROFILE CORNER BEADS FOR CORNERS NOT

RECEIVING MILLWORK WRAP

- 3/8" RADIUS BULLNOSE CORNER BEADS WHERE NOTED AS "RND."

7. FOR DOORS & WINDOWS, VERIFY:

- 6-IN. OFFSET FROM ADJACENT WALL FOR TRIM CLEARANCE

- QUANTITIES, SIZES & FEATURES BEFORE ORDERING

- ROUGH-OPENING SIZES BEFORE FRAMING.

8. FOR RESTROOMS:

- PROVIDE APPROPRIATE ACOUSTICAL-RATED ASSEMBLIES FOR

WALLS & CEILINGS.

- REFER TO SHEETS G1.2-3 FOR REQUIRED BLOCKING LOCATIONS

AT GRAB BARS & TOILET PAPER DISPENSER.

9. COORDINATE ALL TRADES TO ENSURE COMPLETE & WORKING

INSTALLATIONS.

10. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

5' - 0"

SECURE

STORAGE ROOM JAN IT

MANAGER'S

OFFICE

CONFERENCE

ROOM

SUPPLY ROOM

BREAK

ROOM

WOMENS

MENS

LOBBY

OPEN

OFFICE

1/ 2"

FV

48' - 6 5/8"

TYP

6' - 0"

1A

F.

V.

KIOSK

F.

V.

1'

3/

4"

F.

V.

2'

3/

4" F.

V.

1'

3/ 4"

F.V.

1' - 0 3/4" F.V.

21' - 9 1/8"

F.V.

1' - 1 1/8"

10' - 10"

EXISTING 23" DEEP SHELVING,

CONVERT TO FIXED SHELVES,

SEE DETAIL

INSTALL NEW COUNTER, CABINET

AND SINK AS SPECIFIED

APPLIANCES BY OTHERS7'

0"

APPLIANCES

BY OTHERS

1' - 0" 7' - 5"

ALIGN

8'

0"

9' - 0"

7'

5"

F.

V.

3'

UNISEX TOILET

A6.1

A6.4

A6.2

A6.4

SOFTWALL PARTITION OFFICE

OWNER PROVIDE

MONITOR

MONITOR

LOW WALL UNDER

COUNTER

6'

0"

F.

V.

3'

/8

1B

1C

NEW WALL ASSEMBLY TO CEILING

3 5/8" MTL STUDS W/GYPSUM

BOARD - BOTH SIDES

PROVIDE BRACING AS REQUIRED

A6.1

24' - 8 1/2"

7/

4'

/8

6'

COUNTER

ADA COUNTER

F.V.

3' - 5"

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

COPYRIGHT 2021c

Texas of Transportation Department

R

A2.1

R

EM

O D

EL

O

F

VE

H

IC

LE

A

N D

R

EG

IS

TR

AT

IO

N

E

AS

T

U S

H

IG

H W

AY

, O

D

ES

SA

, T

X

PR

O

JE

C

T N

O

O D

ES

SA

D

IS

TR

IC

T

EC

TO

R

C O

U N

TY

FLOOR PLAN

ISSUED: 02/07/2024

DRAWN BY: LLT

CHECKED BY: AT

REVISIONS:

1/4" = 1'-0"2 FLOOR PLAN - NEW

NOTE:

FURNITURE SHOWN AS A REFERENCE ONLY

COORDINATE INSTALLATION WITH OWNER

SECURE

STORAGE ROOM

JAN IT

MANAGER'S

OFFICE

CONFERENCE

ROOM

SUPPLY ROOM

BREAK

ROOM

WOMENS

MENS

LOBBY

OPEN

OFFICE

F.

V.

/2

NEW VCT

AS SPECIFIED

NEW VCT

AS SPECIFIED

NEW VCT

AS SPECIFIED

NEW VCT

AS SPECIFIED

NEW CARPET

AS SPECIFIED

NEW CARPET

AS SPECIFIED

NEW VCT

AS SPECIFIED

NEW VCT

AS SPECIFIED

A6.1

A6.22

EXISTING FLOOR FINISH

TO REMAIN

A6.1

NEW VINYL FLOOR COVERING

ARMSTRONG SLIP RESISTANT

REFER TO SPECS

NEW CARPET FLOORING

REFER TO SPECS

FLOOR FINISHES - NEW

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

COPYRIGHT 2021c

Texas of Transportation Department

R

A2.2

R

EM

O D

EL

O

F

VE

H

IC

LE

A

N D

R

EG

IS

TR

AT

IO

N

E

AS

T

U S

H

IG

H W

AY

, O

D

ES

SA

, T

X

PR

O

JE

C

T N

O D

ES

SA

D

IS

TR

IC

T

EC

TO

R

C O

U N

TY

FLOOR PLAN FLOOR FINISHES

ISSUED: 02/07/2024

DRAWN BY: LLT

CHECKED BY: AT

REVISIONS:

1/4" = 1'-0"1 FLOOR PLAN - FLOOR FINISHES

CEILING PLAN NOTES

CEILING PLAN LEGEND

1. CEILING HEIGHTS GIVEN ARE TO FACE OF FINISH.

2. VERIFY AND COORDINATE PLACEMENT OF LIGHTING W/ OTHER

TRADES (STRUCTURAL, HVAC, FIRE SPRINKLERS, ETC.).

CONSULT MANUFACTURER IF ALTERNATE HOUSINGS ARE REQ'D.

4. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2'x4' TROFFER

(ORIENTATION)

2'x2' TROFFER

(ORIENTATION)

2'x4' SURFACE

MOUNT

PENDANT

RECESSED CAN

RECESSED WALL

WASHER

WALL SCONCE

EXIT SIGN

SUPPLY AIR

DIFFUSER

RETURN AIR

GRILL

EXHAUST FAN

LAY-IN

ACOUSTICAL

CEILING

5/8" GYP. BOARD

CEILING

A.F.F.

2x2 ACOUSTICAL CEILING

8' - 0"

A.F.F.

2x2 ACOUSTICAL CEILING

8' - 0"

NEW LAY-IN CEILING

MATCH EXISTING

(REFER TO SPECS.)

REINSTALL SALVAGED RETURN

AND AIR GRILLES (TYP.)

A.F.F.

2x2 ACOUSTICAL CEILING

8' - 0"

NEW RETURN

AND AIR GRILLES

NEW LIGHT FIXTURES

REINSTALL SALVAGED LIGHT

FIXTURES (TYP.)

INSTALL NEW LAY-IN

CEILING TO

MATCH EXISTING

(REFER TO SPECS.)

REINSTALL SALVAGED

RETURN AND

AIR GRILLES (TYP.)

REINSTALL SALVAGED

LIGHT FIXTURES (TYP.)

A4.1

A.F.F.

2x2 ACOUSTICAL CEILING

9' - 0"

A.F.F.

2x2 ACOUSTICAL CEILING

9' - 0"

2" F.

V.

4'

0"

2" 2"

F.

V.

4'

0" 2"

A4.1

CEILING 2

8' - 0"

CEILING 3

9' - 0"

9"

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

COPYRIGHT 2021c

Texas of Transportation Department

R

A4.1

R

EM

O D

EL

O

F

VE

H

IC

LE

A

N D

R

EG

IS

TR

AT

IO

N

E

AS

T

U S

H

IG

H W

AY

, O

D

ES

SA

, T

X

PR

O

JE

C

T N

O D

ES

SA

D

IS

TR

IC

T

EC

TO

R

C O

U N

TY

REFLECTED CEILING PLAN

ISSUED: 02/07/2024

DRAWN BY: LLT

CHECKED BY: AT

REVISIONS:

1/4" = 1'-0"1 REFLECTED CEILING PLAN - NEW

1/2" = 1'-0"2

REFLECTED CEILING PLAN - WINDOW

BULKHEAD

1/2" = 1'-0"3 BULKHEAD DETAIL

INTERIOR ELEVATION NOTES

1. INTERIOR ELEVATIONS ARE ILLUSTRATIVE & INTENDED TO CONVEY

DESIGN INTENT. VERIFY FINISHES, PROFILES & HEIGHTS COMPLY WITH

CURRENT VERSION OF TEXAS ACCESSIBILITY STANDARDS & OTHER

JURISDICTION REQUIREMENTS.

2. MATERIALS DEPICTED ARE GENERIC (EXCEPT WHERE NOTED) AND

INTENDED ONLY TO SHOW RELATIONSHIPS, LOCATIONS & HEIGHTS OF

FINAL FINISHES. REFER TO FINISH SCHEDULES FOR SPECIFIED

MATERIALS, STYLES, COLORS & PATTERNS.

3. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE ORDERING

MATERIALS AND/OR PROCEEDING WITH INSTALLATIONS.

A6.1

1B

1'

6" 1'

6"

6" 4' - 0"

1'

0"

REQUIRED ADA

CLEAR FLOOR AREA

NEW WALL ASSEMBLY

3 5/8" MTL STUD, GYPSUM BOARD

BOTH SIDES W/SOUND INSULATION

TA-29

TA-6TA-9

TA-1

TA-8

TA-5

2'

1'

5" 2

0"

3'

4"

2' - 0" 1' - 0"

PAINT

AS SPECIFIED

TA-1TA-5TA-1

2'

MAX

6"

MIN

8"

2' -3

" M

IN

2'

4"

M

IN9"

PAINT

AS SPECIFIED

TA-6

TA-9

4' - 0"

0"

PAINT

AS SPECIFIED

4' - 6" 4' - 6" 4' - 6" 4' - 6"1' - 4" 1' - 4" 1' - 4" 2 1/2" 2"

OPEN ABOVE

2" 2" 2" 2" 2" 2" 4" 1' - 4"

3'

9" 3'

6"

7'

3"

2'

2" 2"

7"OPEN

PASS-THRU

OPEN

PASS-THRU

OPEN

PASS-THRU

OPEN

PASS-THRU

2"

LOW WALL WITH

TRANSACTION COUNTER

PAINT AS SPECIFIED STOREFRONT

FRAMING AND GLAZING

TYPICAL

A6.2

2'

8"

4' - 6" 1' - 4" 5' - 0" 1' - 4 1/2" 4" 2" 2" 2" 2 1/2"

7" 3'

1/ 2"

7" 2'

2"

2"

2"2"

7'

3"

PAINT AS SPECIFIED

OPEN

PASS-THRU

OPEN

PASS-THRU

STOREFRONT

FRAMING AND GLAZING

TYPICAL

LOW WALL WITH

TRANSACTION COUNTER 4

A6.2

A6.2

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

COPYRIGHT 2021c

Texas of Transportation Department

R

A6.1

R

EM

O D

EL

O

F

VE

H

IC

LE

A

N D

R

EG

IS

TR

AT

IO

N

E

AS

T

U S

H

IG

H W

AY

, O

D

ES

SA

, T

X

PR

O

JE

C

T N

O D

ES

SA

D

IS

TR

IC

T

EC

TO

R

C O

U N

TY

COUNTER AND BATHROOM ELEVATIONS

ISSUED: 02/07/2024

DRAWN BY: LLT

CHECKED BY: AT

REVISIONS:

1/2" = 1'-0"1 ENLARGE RESTROOM PLAN

1/2" = 1'-0"2 INT. ELEV 1 - A

1/2" = 1'-0"3 INT. ELEV 1 - B

1/2" = 1'-0"4 INT. ELEV 1 - D

TOILET ACCESSORIES NOTES

Key Tag Keynote Text

TA-1 24" X 36" MIRROR BOTTOM EDGE MOUNTED AT 40" A.F.F.

TA-5 SOAP DISPENSER AT 44" A.F.F.

TA-6 TOILET GRAB BARS, 34" A.F.F.,36" LONG AT REAR,48" LONG AT

SIDE LOCATED 12" MAX. FROM REAR WALL

TA-8 WALL MOUNTED LAVATORY, 34" A. F. F.

TA-9 WALL MOUNTED WATER CLOSET, 17" TO 19" A.F.F.

TA-29 A.D.A. GRAB BAR

1/2" = 1'-0"6 COUNTER ELEVATION

1/2" = 1'-0"5 COUNTER ELEVATION - ADA

MILLWORK NOTES

1. SUBMIT MILLWORK SHOP DRAWINGS TO ARCHITECT FOR REVIEW &

APPROVAL PRIOR TO FABRICATION.

2. VERIFY T.A.S. COMPLIANCE. NOTIFY ARCHITECT OF ANY CONFLICTS

PRIOR TO FABRICATION.

3. VERIFY W/ OWNER ALL KITCHENETTE EQUIPMENT (MICROWAVE,

DISHWASHER, REFRIGERATOR, UNDER COUNTER REFRIGERATOR,

ETC.) DIMENSIONAL REQUIREMENTS PRIOR TO MILLWORK

FABRICATION.

4. PROVIDE END PANELS ON ALL CABINET FRONTS AT JUNCTIONS WITH

WALL & INSIDE CORNERS TO ALLOW DOORS TO OPEN A FULL 90-

DEGREES & DRAWERS TO FULLY EXTEND.

5. COORDINATE DEPTH OF CABINET DOOR & DRAWER HARDWARE TO

ALLOW DOORS TO OPEN A FULL 90-DEGREES & DRAWERS TO FULLY

EXTEND AT INSIDE CORNERS

6. PROVIDE METAL SUPPORT BRACKETS & BLOCKING AT ALL

UNSUPPORTED COUNTERS (4'-0" O.C. MAX).

7. PROVIDE DOUG MOCKETT BG1 CABLE GROMMET W/ CORD SLOTTED

CAP @ COUNTERTOP SURFACE (COORDINATE COLOR W/

COUNTERTOP). COORDINATE LOCATION WITH EQUIPMENT & DATA

PLANS.

8. REFER TO SPECIFICATION DIVISIONS 06 20 00 & 06 41 00 FOR

ADDITIONAL INFORMATION.

INTERIOR ELEVATION NOTES

1. INTERIOR ELEVATIONS ARE ILLUSTRATIVE & INTENDED TO CONVEY

DESIGN INTENT. VERIFY FINISHES, PROFILES & HEIGHTS COMPLY WITH

CURRENT VERSION OF TEXAS ACCESSIBILITY STANDARDS & OTHER

JURISDICTION REQUIREMENTS.

2. MATERIALS DEPICTED ARE GENERIC (EXCEPT WHERE NOTED) AND

INTENDED ONLY TO SHOW RELATIONSHIPS, LOCATIONS & HEIGHTS OF

FINAL FINISHES. REFER TO FINISH SCHEDULES FOR SPECIFIED

MATERIALS, STYLES, COLORS & PATTERNS.

3. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE ORDERING

MATERIALS AND/OR PROCEEDING WITH INSTALLATIONS.

A6.22

REFRIGERATOR BY OWNER

2' - 1"

A6.3

A6.3

F.

V.

7'

0"

2'

2'

0" 2'

0"

3'

0" 1'

0"

1' - 6" 3' - 0" 2' - 6"

1' - 6" 3' - 0" 2' - 6"

FV

3' - 1" 7' - 0"

REFRIGERATOR BY OWNER

COORDINATE SIZE PRIOR TO

CABINET CONSTRUCTION/

PURCASE

PLAM OVER 3/4" PLYWOOD

COUNTER TOP WITH REAR

AND SIDE SPLASHES.

A6.3

A6.3

6'

PAINT

AS SCHEDULED

PLAM FULL

HEIGHT SPLASH

1' - 6"

3'

6" 7"

2"

PLASTIC LAMINATE OVER

3/4" PLYWOOD COUNTER

TOP.

PLASTIC LAMINATE

OVER 1x2 WOOD

METAL COUNTER

SUPPORTS

5/8" GYPSUM BOARD

BOTH SIDES

3 5/8" METAL

STUD LOW WALL

PROVIDE BRACING

AS REQUIRED

BASE AS SCHEDULED/

SPECIFIED

CUSTOMER

SIDE

DMV STAFF

SIDE STOREFRONT

FRAMING AND GLAZING

O

PE

N

IN

G 7"

2"

7'

PROVIDE MOMENTUM

RESISTANT BRACING

PER MANUFACTURER

BASIS OF DESIGN -

CLARKDIETRICH OR EQUAL

1' - 10 3/4"

2'

8"

MIN

1' - 5"

2'

- 3

" M

IN

2'

6"

PLASTIC LAMINATE OVER

3/4" PLYWOOD COUNTER

TOP.

PLASTIC LAMINATE

OVER 1x2 WOOD

METAL COUNTER

SUPPORTS

CUSTOMER

SIDE

DMV STAFF

SIDE

5/8" GYPSUM BOARD

BOTH SIDES

3 5/8" METAL

STUD LOW WALL

PROVIDE MOMENTUM

RESISTANT BRACING

PER MANUFACTURER

BASIS OF DESIGN -

CLARKDIETRICH OR EQUAL

BAS AS SPECIFIED

SIDE PANEL

PLASTIC LAMINATE BOTH SIDES

2" O

PE

N

IN

G

7"

HIGH COUNTER BEYOND

STOREFRONT

FRAMING AND GLAZING

7'

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

COPYRIGHT 2021c

Texas of Transportation Department

R

A6.2

R

EM

O D

EL

O

F

VE

H

IC

LE

A

N D

R

EG

IS

TR

AT

IO

N

E

AS

T

U S

H

IG

H W

AY

, O

D

ES

SA

, T

X

PR

O

JE

C

T N

O D

ES

SA

D

IS

TR

IC

T

EC

TO

R

C O

U N

TY

MILLWORK ELEVATIONS

ISSUED: 02/07/2024

DRAWN BY: LLT

CHECKED BY: AT

REVISIONS:

3/4" = 1'-0"1 ENLARGED KITCHENETTE

3/4" = 1'-0"2 KITCHENETTE CABINET ELEVATION

1 1/2" = 1'-0"3 COUNTER DETAIL HIGH

1 1/2" = 1'-0"4 COUNTER DETAIL ADA

MILLWORK NOTES

1. SUBMIT MILLWORK SHOP DRAWINGS TO ARCHITECT FOR REVIEW &

APPROVAL PRIOR TO FABRICATION.

2. VERIFY T.A.S. COMPLIANCE. NOTIFY ARCHITECT OF ANY CONFLICTS

PRIOR TO FABRICATION.

3. VERIFY W/ OWNER ALL KITCHENETTE EQUIPMENT (MICROWAVE,

DISHWASHER, REFRIGERATOR, UNDER COUNTER REFRIGERATOR,

ETC.) DIMENSIONAL REQUIREMENTS PRIOR TO MILLWORK

FABRICATION.

4. PROVIDE END PANELS ON ALL CABINET FRONTS AT JUNCTIONS WITH

WALL & INSIDE CORNERS TO ALLOW DOORS TO OPEN A FULL 90-

DEGREES & DRAWERS TO FULLY EXTEND.

5. COORDINATE DEPTH OF CABINET DOOR & DRAWER HARDWARE TO

ALLOW DOORS TO OPEN A FULL 90-DEGREES & DRAWERS TO FULLY

EXTEND AT INSIDE CORNERS

6. PROVIDE METAL SUPPORT BRACKETS & BLOCKING AT ALL

UNSUPPORTED COUNTERS (4'-0" O.C. MAX).

7. PROVIDE DOUG MOCKETT BG1 CABLE GROMMET W/ CORD SLOTTED

CAP @ COUNTERTOP SURFACE (COORDINATE COLOR W/

COUNTERTOP). COORDINATE LOCATION WITH EQUIPMENT & DATA

PLANS.

8. REFER TO SPECIFICATION DIVISIONS 06 20 00 & 06 41 00 FOR

ADDITIONAL INFORMATION.

PULL(S), HARDWARE AS

SPECIFIED

FLOORING AS SCHEDULED

PLAM FULL HEIGHT

SPLASH

PLASTIC LAM SIDE

AND BACKSPLASH

RED OAK PANEL FRONT

RED OAK RAISED

PANEL

DOORS

RUBBER BASE AT

BASE CABINET

CAULK ALL JOINTS @

PLAM BACKSPLASH &

WALL SPLASH.

ACOUSTICAL LAY-IN

CEILING AS SCHEDULED

PLASTIC LAMINATE OVER

3/4" PLYWOOD SKIRT

WITH 1x WOOD GRAVITY

BLOCKS EACH END.

PLASTIC LAMINATE OVER

3/4" PLYWOOD COUNTER

TOP WITH REAR AND

SIDE SPLASHES.

1' - 0"

5" 1' - 6"

(M

IN

/2 "2' - 0"

/2

DRAWER

ACOUSTICAL LAY-IN CEILING

AS SCHEDULED

FLOORING AS

SCHEDULED

PULL(S), HARDWARE

AS SPECIFIED

PLAM OVER 3/4" PLYWOOD

ADJUSTABLE SHELVES

RECESSED SHELF

STANDARDS WITH SHELF

SUPPORT CLIPS, TYPICAL.

PLAM OVER 3/4" PLYWOOD

ADJUSTABLE SHELVES

PULL(S), HARDWARE

AS SPECIFIED

PLAM FULL

HEIGHT SPLASH

PLAM OVER 3/4" PLYWOOD

COUNTER TOP WITH REAR

AND SIDE SPLASHES.

RED OAK DRAWER FRONT

RED OAK RAISED

PANEL DOORS

PLAM SIDE AND BACKSPLASH

RED OAK RAISED

PANEL DOORS

RUBBER BASE AT

BASE CABINET

3 1/2"

2' - 0"

/2

1' - 11"

/2

/2

1' - 0"

CAULK ALL JOINTS @ PLASTIC

LAMINATE BACKSPLASH &

WALL SPLASH.

LINE OF ACCESSIBLE CABINETS

REFER TO ELEVATIONS

SCRIBE TO WALL

FINISHED WALL BEYOND

RECESSED PILASTER SHELF

STANDARDS WITH SHELF

SUPPORT CLIPS, TYPICAL.

RED OAK RAISED

PANEL DOORS

PLASTIC LAMINATE OVER 3/4"

PLYWOOD PANEL

3/4"

3/4"

/4

1 1/2"

RECESSED PILASTER SHELF

STANDARDS WITH SHELF

SUPPORT CLIPS, TYPICAL.

RED OAK RAISED

PANEL DOORS

PLASTIC LAMINATE OVER 3/4"

PLYWOOD PANEL

3/4"

/4

1 4 1 41

VARIES3/4"

/8

3/4"

/2

/2

1"

3/4" PLYWOOD COUNTERTOP

PLASTIC LAMINATE FINISH

TOP AND EDGES

1"X4" WOOD BLOCKING

PLASTIC LAMINATE OVER

1"X2" WOOD BLOCKING

2x WOOD BLOCKING

RED OAK PANEL

PLASTIC LAMINATE OVER

3/4" PLYWOOD FOR SIDE

AND BACKSPLASH

COLOR MATCH

CAULK (TYPICAL)

3x WOOD BLOCKING

AT 16" O.C.

RECESSED PILASTER SHELF

STANDARDS WITH SHELF

SUPPORT CLIPS, TYPICAL.

RED OAK RAISED

PANEL DOORS

1 1/2" THICK PLASTIC PLASTIC

LAMINATE BULKHEAD

1 1/2"

/4

PLASTIC LAMINATE OVER

TWO (2) LAYERS 3/4"

PLYWOOD FACE MEMBERS

1 41

PLASTIC LAMINATE OVER

3/4" PLYWOOD TOP

RED OAK PANEL FRONT

1"x4" WOOD BLOCKING

/2

/4

/4

1"

1 1 4 1 41

1 411 4

3 1/2"

/2

/4

/2

/2

3/4" VARIES

3/4" 1/4" VARIES 3/4"

VARIES

1"x2" WOOD DRAWER

FRAME STOP

PLASTIC LAMINATE FINISH

TOP AND EDGES

3/4" PLYWOOD COUNTERTOP

PLASTIC LAMINATE

OVER 1"x2" WOOD

BLOCKING

1/2" HARDWOOD

DRAWER CONSTRUCTION

RED OAK RAISED

PANEL FRONT

1"x 2" RED OAK FRAME STOP

RED OAK PANEL DOORS

WITH OAK STILES AND RAILS

HARDWARE AS SPECIFIED

LINE OF STOP FRAME

1" x 4" WOOD BLOCKING

RECESSED PILASTER

SHELF STANDARDS WITH

SHELF SUPPORT CLIPS -

TYPICAL

PLASTIC LAMINATE OVER 1/4"

PLYWOOD BACK 2x WOOD

BLOCKING AT 16" O.C.

PLASTIC LAMINATE OVER 3/4"

PLYWOOD BOTTOM

CONTINOUS 1X2 WOOD

BLOCKING

BASE AND FLOORING AS

SCHEDULED

PLASTIC LAMINATE

OVER 3/4" PLYWOOD

COUNTERTOP

1 41

/2

/2

7" 1"

LAVATORY

REFER TO MEP

RED OAK PANEL FRONT

CABINET END PANEL

OR WALL BEYOND

3/4" THICK PLASTIC

LAMINATE SKIRT

MOUNT PER ADA

REQUIREMENTS

1" x 2" x 6" BLOCKING AT

THE TOP AND BOTTOM

EDGE OF SKIRT AT EACH

END WALL (4 TOTAL)

BASE BEYOND

KNEE SPACE PER

ADA REQUIREMENTS

/4

3/4" 1/4" VARIES 3/4"

/4

PLASTIC LAMINATE

OVER 1x2 WOOD

FRAME/STOP

RED OAK TOP

PLASTIC LAMINATE

OVER 1/4"

PLYWOOD BACK RED OAK RAISED

PANEL DOOR

LINE OF STOP

FRAME

RECESSED PILASTER

SHELF STANDARDS WITH

SHELF SUPPORT CLIPS

TYPICALFINISHED WALL BEYOND

PLASTIC LAMINATE OVER

3/4" PLYWOD

ADJUSTABLE SHELVES

RECESSED PILASTER

SHELF STANDARDS WITH

SHELF SUPPORT CLIPS

TYPICAL

PLASTIC LAMINATE

OVER 1/4"

PLYWOOD BACK

HARDWARE AS

SPECIFIED

(ALUM WIRE PULL)

PLASTIC LAMINATE

OVER 3/4" PLYWOOD

BOTTOM

1x2 WOOD FRAME

3/4"

/4

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2021c

Texas of Transportation Department

R

/1

/2

:3 :0

A

M C

U s e rs

\j ro d ri

\D o c u m e n ts \T

E M

P P

R O

J E

C T

S \O

D A

V

R T

R

E M

O D

E L \C

A D

\R e v it M o d e l\O D

A

V T

R R e m o d e l.

rv t

A6.3

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y

O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

DRAWN BY: LLT

ISSUED: 02/07/2024

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

MILLWORK SECTIONS & DETAILS

CHECKED BY: AT

3/4" = 1'-0"

MILLWORK SECTION 1

3/4" = 1'-0"

MILLWORK SECTION 2

3" = 1'-0"

MILLWORK DETAIL 1

3" = 1'-0"

MILLWORK DETAIL 2

3" = 1'-0"

MILLWORK DETAIL 3

3" = 1'-0"

MILLWORK DETAIL 4

3" = 1'-0"

MILLWORK DETAIL 5

3" = 1'-0"

MILLWORK DETAIL 6

3" = 1'-0"

MILLWORK DETAIL 7

3" = 1'-0"

MILLWORK DETAIL 8

A6.4

13' - 1"

SECURE

STORAGE ROOM

SAFE

SHELVING BLOCKED

EXISTING SAFE,

LEAVE AS IS

EXISTING 23" DEEP

SHELVING, CONVERT

TO FIXED SHELVES,

SEE DETAIL

(VARIES - V.I.F.)

2' - 0"

REMOVE EXISTING SUPPORT

RAILS, REPLACE WITH MDF

AND PAINT TO MATCH

CUT 1X3, PAINT.

EXISTING SHELVING, CUT

AS REQ'D

NOTE:

PAINT TO MATCH EXISTING

SHELVING

1X2SHELF SUPPORT, PAINT.

F .V

F .V

/4

A6.4

SUPPLY ROOM

F.V.

23' - 11"

F.V.

8' - 11 3/4"

F.V.

14' - 11 3/8"

CONVERT EXISTING LOOSE

SHELVING TO FIXED

SHELVING, SPACE EQUALY

VERTICALLY, SEE DETAIL

REMOVE EXISTING SUPPORT

RAILS, REPLACE WITH MDF

AND PAINT TO MATCH

CUT 1X3, PAINT.

EXISTING SHELVING, CUT

AS REQ'D

NOTE:

PAINT TO MATCH EXISTING

SHELVING

1X2SHELF SUPPORT, PAINT.

(VARIES, V.I.F.)

1' - 0"

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

G E

N E

R A

T E

D O

N

REVISIONS:

COPYRIGHT 2021c

Texas of Transportation Department

R

/1

/2

:3 :1

A

M C

U s e rs

\j ro d ri

\D o c u m e n ts \T

E M

P P

R O

J E

C T

S \O

D A

V

R T

R

E M

O D

E L \C

A D

\R e v it M o d e l\O D

A

V T

R R e m o d e l.

rv t

A6.4

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y

O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

DRAWN BY: LLT

ISSUED: 02/07/2024

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

SECURE & SUPPLY ROOM SHELVES DETAILS

CHECKED BY: AT

1/2" = 1'-0"

SECURED STORAGE ENLARGED FLOOR PLAN

1 1/2" = 1'-0"

SEC STRG RM FIXED SHELVE SECTION

1/2" = 1'-0"

SUPPLY ROOM (ENLARGED)

1 1/2" = 1'-0"

SUPPLY RM FIXED SHELVE SECTION

NOTE:

FIXED SHELVES TO REMAIN AT

EXISTING HEIGHTS EXCEPT AS

NOTED.

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

COPYRIGHT 2021c

Texas of Transportation Department

R

1 8/4/21 LT

A6.5

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

SUPPLY ROOM SHELF DETAILS

ISSUED: 02/07/2024

DRAWN BY: LLT

CHECKED BY: AT

REVISIONS:

SHELVINGS AT CORNER TO

BE LEFT AS IS, BECAUSE

SAFE IS BLOCKING ACCESS

REMOVED EXISTING STANDARD MOUNTING

RAILS, REPLACE WITH MDF AND PAINT

USE EXISTING LOOSE

SHELVING AND SPACE

EQUALLY VERTICALLY

DOOR SCHEDULE NOTES

HARDWARE LEGEND

1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

2. HARDWARE SHALL MEET REQUIREMENTS OF ANSI A117.1.

3. RAISED THRESHOLDS AT DOORWAYS SHALL NOT EXCEED ½-IN.

FLOOR LEVEL CHANGES GREATER THAN ¼-IN. AT DOORWAY SHALL

BE BEVELED WITH A SLOPE NOT GREATER THAN (1) UNIT VERTICAL

AND (2) UNITS HORIZONTAL.

4. EGRESS DOORS SHALL BE READILY OPERABLE FROM THE EGRESS

SIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT

& SHALL UNLOCK IN ONE MOTION.

5. ACCESSIBLE DOORS SHALL BE OPERABLE W/ HARDWARE

DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY

TO GRASP THE OPENING HARDWARE. UNLATCHING OF EGRESS

DOORS SHALL NOT REQUIRE MORE THAN (1) OPERATION.

6. HARDWARE FOR ACCESSIBLE DOOR PASSAGE SHALL BE CENTERED

BETWEEN 30-IN. TO 44-IN. ABOVE FINISHED FLOOR.

7. DOOR OPENING FORCES SHALL BE AS ALLOWABLE BY T.A.S.

HW-X REF. SPECIFICATION 08 71 00

RE: DOOR SCHEDULE

5" 6"

DOOR TYPE - D1

1¾" THICK, FLUSH, SOLID CORE,

PLAIN SLICED, RED OAK VENEER.

FIELD STAIN & VARNISH FINISH.*

NO PRE-FINISHED TRIM.

FURNISH WITH ¼" THICK, CLEAR

VIEW LITE IN METAL FRAME

* SELECT FROM TxDOT STANDARD

STAINS (NATURAL / OAK / PECAN)

TO MATCH EXISTING FACILITY

M A

X

R E

D

O O

R S

C H

E D

U L E

100 SQ.IN. MAX.

GLAZING

RE: DOOR SCHEDULE

DOOR TYPE - D2

R E

D

O O

R S

C H

E D

U L E

1¾" THICK, FLUSH, SOLID CORE,

PLAIN SLICED, RED OAK VENEER.

FIELD STAIN & VARNISH FINISH.*

NO PRE-FINISHED TRIM.

FURNISH WITH ¼" THICK, CLEAR

VIEW LITE IN METAL FRAME

* SELECT FROM TxDOT STANDARD

STAINS (NATURAL / OAK / PECAN)

TO MATCH EXISTING FACILITY

RE: DOOR SCHEDULE

FRAME TYPE - F1

R E

D

O O

R S

C H

E D

U L E

2" 2"

HOLLOW METAL FRAME

PAINT FINISH *

* SELECT FROM TxDOT STANDARD

PAINTS (SW6074, 7018, 6081, 7038)

TO MATCH EXISTING FACILITY

A

A9.1

A

A9.1

/4

2"

5/8"

/2

A

KEYED SECURITY NOTES

A SECURITY J-BOX

C DOOR MONITORING SWITCH

D ELECTRIC STRIKE

E CARD READER

B REQUEST-TO-EXIT MOTION

4-11/16" x 4-11/16" x 2-1/8" BOX W/ COVER

RECESSED: 1078

SURFACE MOUNT (ONLY W/ PRIOR APPORVAL): 2507AD OR GRI-29A

HES 4500C-630 FAIL SECURE

HID RP40-H (FOR WALL MOUNT)

HID RP10-H (FOR NARROW MOUNT)

BOSCH DS160

SECURITY NOTES

1. CONTRACTOR IS RESPONSIBLE FOR CONTINUOUS SECURITY AT

AFFECTED OPENINGS FOR THE DURATION OF THE CONSTRUCTION

CONTRACT. COORDINATE SECURITY STATUS CHANGES W/ DISTRICT

REPRESENTATIVE PRIOR TO IMPLEMENTING CHANGES.

2. PROVIDE CYLINDERS TO MATCH GRAND MASTER KEY SYSTEM FOR

THIS FACILITY.

3. IF NO GRAND MASTER KEY SYSTEM EXISTS FOR THIS FACILITY,

PROVIDE THE BEST PREMIUM LOCKING SYSTEM.

4. CORES & KEYS SHALL BE FURNISHED BY OWNER

TO FIRE ALARM RELAY

UNSECURE SIDESECURE SIDE

+/- 10"

M A

X

TO ACCESS CONTROL PANEL

ED

A

B

C

UNSECURE SIDE

SECURE SIDE

E D

B

C

TO FIRE ALARM RELAY

TO ACCESS CONTROL PANEL

A

THIS DRAWING CREATED FOR PRODUCTION ON 22"x34" SHEET SIZE. DO NOT SCALE PRINTS.

COPYRIGHT 2021c

Texas of Transportation Department

R

A9.1

R E

M O

D E

L O

F V

E H

IC

L E

T

IT

L E

A N

D R

E G

IS

T

R A

T

IO

N O

F F

IC

E

E

A S

T U

S H

IG

H

W A

Y O

D E

S S

A T

X

P R

O J E

C T

N O

-2 3-

O D

E S

S A

D

IS

T R

IC

T

T E

X A

S D

E P

A R

T M

E N

T O

F T

R A

N S

P O

R T

A T

IO

N

SCHEDULES

ISSUED: 02/07/2024

DRAWN BY: LLT

CHECKED BY: AT

REVISIONS:

DOOR SCHEDULE

DOOR

NUMBER

SIZE DOOR FRAME HARDWARE

SET

FIRE

RATING REMARKSH W T TYPE MAT'L. TYPE MAT'L.

1A 7' - 0" 3' - 0" 0' - 1 3/4" A MTL * * MATCH EXISTING HARDWARE

1B 7' - 0" 3' - 0" 0' - 1 3/4" D2 WOOD A MTL * * MATCH EXISTING HARDWARE

1C 7' - 0" 3' - 0" 0' - 1 3/4" PART OF FURNITURE SYSTEM

z z

Ill 0..

(0 a:i

SYMBOL SCHEDULE

SANITARY WASTE PIPING

- - - - - - SANITARY VENT PIPING

COLD WATER PIPING

HOT WATER SUPPLY

HOT WATER RETURN

-----ew----- RECLAIMED WATER

---- HHR---- HEATING HOT WATER RETURN

----CHS---- CHILLED WATER SUPPLY

----CHR ---- CHILLED WATER RETURN

----NG---- NATURAL GAS PIPING

---- LPG ---- LIQUID PETROLEUM GAS

- - --CND - - - - CONDENSATE DRAIN LINES

----REF---- REFRIGERANT PIPING

COMPRESSED AIR PIPING

LUBRICANT PIPING

GREASE PIPING

----CA ----

----OIL

----GR----

HOSE BIBB

WATER HAMMER ARRESTOR

TEMP & PRESSURE VALVE

--------w-.N>1- BACKFLOW PREVENTER

-------f:1-- CHECK VALVE

----CHR � CONTROL VALVE

---- NG �� PRESURE REDUCING VALVE

---:) PIPE DROP

------<u:l PIPE RISER

- - -------:)0 P-TRAP

--fl)�&- VALVE IN VALVE BOX

----CHR GATE VALVE

--l)llel<j"I-- BALL VALVE

VENT THRU ROOF

TRENCH UNDER PAVEMENT

INSTALL WITH SLEEVE

APPLIES TO ALL P-SHEETS

GENERAL NOTES

1. NOTE THAT CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC BY THEIR NATURE, AND

ARE NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL OR EVERY PIPE OR

CONDUIT IN ITS EXACT LOCATION. FEATURES AND COMPONENTS NOT SHOWN ARE

SUBJECT TO THE REQUIREMENTS OF STANDARDS REFERENCED ELSEWHERE IN

THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL COORDINATE THE

VARIOUS TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS

SEGMENTS OF THE PROJECT. CONTRACTOR SHALL VERIFY ALL CRITICAL BUILDING

DIMENSIONS FROM THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.

2. ALL WORK SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING

LINES UNLESS NOTED OTHERWISE.

3. ALL COLD AND HOT WATER PIPING ABOVE SLAB SHALL BE HARD DRAWN TYPE

"K" COPPER.

4. ALL COLD AND HOT WATER PIPING UNDER SLAB SHALL BE SOFT DRAWN TYPE

"K" COPPER. MINIMIZE JOINT CONNECTIONS UNDER SLAB.

5. ALL DOMESTIC WATERLINES ON SITE FROM THE METER TO THE BUILDINGS UP TO

5 FEET OUTSIDE THE SLAB SHALL BE PVC SCHEDULE 80. TRANSITION TO

COPPER AT ALL BUILDING…