HomeMy WebLinkAboutCU2026-22Light
Industrial
District
Planned Industrial
Development
District
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Townhouse
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3257 STATE
HWY 360
4201 STATE
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1500 E
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HWY 114
3337
KODIAK CT
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KODIAK CT
3642
EULESS-GRAPEVINE RD
CU26-22; DynaTen Improvements
SUBJECT PROPERTY
This data has been compiled by the
City of Grapevine IT/GIS department.
Various official and unofficial sources
were used to gather this information.
Every effort was made to ensure the
accuracy of this data, however, no
guarantee is given or implied as to
the accuracy of said data.0 50 100150200
Feet Date Prepared: 7/27/2026
2026 NEARMAP IMAGERY
Subject Property: 3642 Euless-Grapevine Road
CU26-22 – 1st Review Memo 1
Email a PDF of the revised plans by July 21, 2026 at 12:00 p.m. to
lflores@grapevinetexas.gov/atriplett@grapveinetexas.gov/mhassan@grapevinetexas.g
ov/emarohnic@grapevinetexas.gov. Verify that all text is legible on an 11”x 17”
sheet. Do not reproduce final copies requested below prior to Planning Staff approval.
PROJECT DESCRIPTION: CU26 -2 2 ; Dyna T en Improvements – submitted by
Evan Zhao with Arco/Murray National Dallas for property located at 3642 Euless -
Grapevine Road and platted as Block 1, Lot 4 , Curnes Addition . The applicant is
requesting a conditional use permit to amend the previously approved building
elevations (CU25 -4 6 ) to allow four (4) additional windows along the e ast elevation
and two (2) trailer doors along the west elevation of the existing building . The
property is currently zoned “PID ”, Planned Industrial Development District and
owned by DFW West Logistics One , LLC.
PLANNING SERVICES
Dimensional Control Site Plan
• Update preparation date in title block.
• Legal description should say “CUNRES ADDITION” (not Swanson).
o Correct case name to DYNATEN IMPROVEMENTS and case number to
CU26-22 on approval block
CU26-22 JULY 16, 2026
DYNATEN IMPROVEMENTS 3642 EULESS-GRAPEVINE ROAD
BLOCK 1, LOT 4, CURNES ADDITION
Site Plan/Landscape Plan/Photometric
Plan/Façade Plan (example)
for
The Grapevine Brownstones
Lot X-Y, Block X, SUBDIVISION NAME
Ab. No. ZZZ
City of Grapevine, Tarrant County, Texas
X.X acres or XX sq. ft.
Zone: “LI” Light Industrial, proposed Transit District Overlay
Date of Preparation: January 17, 2022 (or subsequent date or
revision)
CU26-22 – 1st Review Memo 2
• Revise purpose statement to accurately reflect proposed scope (four (4)
additional windows on the east elevation and two (2) trailer doors on the west
elevation).
• Previously approved improvements should not be included in scope. Remove
clouds around gate/fence at the northwest corner of the building and the covered
parking along the east side of the building. Also, remove “PROP.” from the
fence/gate label at the northwest corner.
Building Elevations – Sheet #A5.1.1
• Remove construction details from elevation drawings. Focus on an easily
digestible, architectural presentation of the elevations.
• Add approval block to the lower right-hand corner of the page.
Floor Plan – Sheet #A2.1.1
• Remove construction details from floor plan drawings. Focus on an easily
digestible, architectural presentation of the plan, with applicable dimensions
shown.
• Add approval block to the lower right-hand corner of the page.
Window Schedule – Sheet #A4.5.1
• Does not need to be included in the conditional use permit request.
Narrative Letter
• Scope of request should include the four (4) additional windows along the east
elevation and the 2 trailer doors along the west elevation (in place of the
overhead garage door).
• Remove the fence/gate and covered parking from the scope request as they
have already been approved.
PUBLIC WORKS
Contact Paul Lee - Civil Engineer or Elizabeth Reynolds – Engineering Manager
at 817.410.3000 for the following comments:
• No Comments
BUILDING SERVICES
Contact Arnoldo Ramirez – Building Official at 817.410.3160 or
arnoldor@grapevinetexas.gov to discuss the following:
• No Comments
FIRE MARSHALL
Contact Sam Daniel - Fire Marshal at 817.410.4421
or sdaniel@grapevinetexas.gov for the following comments:
CU26-22 – 1st Review Memo 3
• No Comments
PARKS
Contact Kathy Nelson – Capital Improvements Program Manager at 817.410.3394
or knelson@grapevinetexas.gov to discuss the following:
• No Comments
______________________________________________________________
Email a PDF of the revised final plans by July 21, 2026, at 12:00 p.m. to
atriplett@grapveinetexas.gov/mhassan@grapevinetexas.gov/lflores@grapevinetexas.g
ov/emarohnic@grapevinetexas.gov. Verify that all text is legible on an 11”x 17” sheet.
Do not reproduce final copies requested below prior to Planning Staff approval.
Please direct all questions to Mona Hassan at (8l7) 410-3155 or Albert Triplett at (817)
410-3151.
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MIN. FFE = 539.50'
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PROP. DOCK RAMP
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WATERS OF THE U.S.
PROP. 8' WROUGHT IRON
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PROP. 8' WROUGHT IRON
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SCALE IN FEET
25 50 100
LEGEND
NOTES:
1.ALL DIMENSIONS ARE TO
FACE OF CURB UNLESS
STATED OTHERWISE NOTED.
2.ALL CURBS ARE 6" UNLESS
NOTED OTHERWISE.
3.BUILDING TO BE USED AS
AN INDUSTRIAL
WAREHOUSE AND OFFICE.
THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND LOCATION OF
UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED TO BE EXACT OR
COMPLETE. THE CONTRACTOR SHALL CONTACT THE "TEXAS 811" SYSTEM AT 1-800-344-8377 (DIG
TESS) 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION FOR EXISTING UTILITY LOCATIONS. THE
CONTRACTOR SHALL ALSO BE FULLY RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND
ELEVATIONS OF ALL EXISTING UTILITIES AFFECTED BY CONSTRUCTION FOR THIS PROJECT IN
ORDER TO AVOID DAMAGING THOSE UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR REPAIR
AND RESTORATION OF CONTRACTOR-DAMAGED UTILITIES TO THE UTILITY COMPANY'S APPROVAL
AT THE EXPENSE OF THE CONTRACTOR.
Know what'sbelow.
before you dig.Call
R
6" THICK, 4,000 PSI CONCRETE PAVEMENT
WITH #3 BARS AT 18" O.C.E.W. OVER
95% COMPACTED NATIVE
5" THICK, 4,000 PSI CONCRETE PAVEMENT
WITH #3 BARS AT 18" O.C.E.W. OVER
95% COMPACTED NATIVE
4" THICK, 4,000 PSI CONCRETE PAVEMENT
WITH #3 BARS AT 24" O.C.E.W.
PROP. FENCE
TRAFFIC CIRCULATION PLAN
PROPERTY LINE
TYPICAL PARKING COUNT
ACCESSIBLE PARKING COUNT
PROP. CURB INLET
PROP. STORM DRAIN PIPE
CO
EXIST. WATER LINE
EXIST. SANITARY SEWER LINE
EXIST. STORM DRAIN PIPE (ONSITE)
EXIST. STORM DRAIN PIPE (OFFSITE)
EXIST. FIRE HYDRANT
EXIST. WATER METER
EXIST. SANITARY SEWER MANHOLE
EXIST. CLEAN OUT
EXIST. GRATE INLET
EXIST. CURB INLET
EXIST. STORM JUNCTION BOX
EXIST. Y-INLET
Ex 8in W
Ex 8in SS
Ex 24in SD
2
9
06/26/2026
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CASE NAME: DYNATEN FINISH OUT
CASE NUMBER: CU25-46
LOCATION: 3642 EULESS-GRAPEVINE ROAD
MAYOR
DATE:
SHEET: OF 3
APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CONFLICT WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT
for
LOT 4, BLOCK 1, SWANSON ADDITION
Catherine Clanton Survey, Abstract 354
City Of Grapevine, Tarrant County, Texas
30.57 Acres
Zone:PID, Planned Industrial Development
Date of Preparation: June 26, 2026
PLANNING AND ZONING COMMISSION
SECRETARY
CHAIRMAN
PURPOSE STATEMENT:
CONDITIONAL USE PERMIT CU25-46 IS A REQUEST FOR CONDITIONAL USE
PERMIT IS TO ALLOW OUTDOOR STORAGE IN CONJUNCTION WITH THE PARKING
EXPANSION TO AN EXISTING INDUSTRIAL WAREHOUSE BUILDING.
STANDARD NOTES:
1.REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM
VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE.
2.MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING AIR
CONDITIONING UNITS, SHALL BE DESIGNED, INSTALLED, AND OPERATED
TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY. ALL SUCH
EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE
WITH THE ZONING ORDINANCE.
3.OPEN STORAGE, WHERE PERMITTED, SHALL BE SCREENED IN
ACCORDANCE WITH THE ZONING ORDINANCE.
4.THE MASONRY REQUIREMENTS OF SECTION 54 OF THE ZONING
ORDINANCE SHALL BE MET.
5.ILLUMINATED SIGNAGE WAS INCLUDED IN THE DETERMINATION OF THE
SITE ILLUMINATION LEVELS.
6.OUTDOOR LIGHTING SHALL COMPLY WITH ILLUMINATION STANDARDS
WITHIN SECTION 55 OF THE ZONING ORDINANCE UNLESS SPECIFICALLY
EXCEPTED.
7.PROPOSED GROUND SIGNAGE SHALL MEET THE MINIMUM
REQUIREMENTS OF SECTION 60 OF THE ZONING ORDINACE AND IS
CONTINGENT UPON APPROVAL OF A SEPARATE BUILDING PERMIT WITH
BUILDING SERVICES.
8.ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW
CONSTRUCTION SHALL BE LOCATED UNDERGROUND.
9.USES SHALL CONFORM IN OPERATION, LOCATION, AND CONSTRUCTION
TO THE FOLLOWING PERFORMANCE STANDARDS IN SECTION 55 OF THE
ZONING ORDINANCE: NOISE, SMOKE AND PARTICULATE MATTER,
ODOROUS MATTER, FIRE OR EXPLOSIVE HAZARDS MATERIAL, TOXIC AND
NOXIOUS MATTER, VIBRATION, AND/OR OTHER PERFORMANCE
STANDARDS.
10.ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION
CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF
CONSTRUCTION.
PROJECT
LOCATION
VICINITY MAP
OWNER
CURNES PARTNERS, LP
CONTACT: BUNKER CURNES
TEL: 214-600-3057
EMAIL: BUNKERCURNES@GMAIL.COM
CONTRACTOR
ARCO MURRAY
CONTACT: CHASE KILLINGSWORTH
TEL: 469-251-9017
EMAIL: CKILLINGSWORTH@ARCOMURRAY.COM
ENGINEER
HALFF ASSOCIATES
CONTACT: KAITLYNN E. CLOUGH
TEL:817-847-1422
EMAIL: KCLOUGH@HALFF.COM
ARCHITECT
GMA ARCHITECTS
CONTACT: MICHAEL YOUNG
TEL: 317-835-3421
EMAIL: MYOUNG@GMA-ARCHITECTS.COM
ELECTRICAL ENGINEER
ARCO MURRAY ENGINEERING
CONTACT: JOE BUSHMAN
TEL: 331-998-3341
EMAIL: JBUSHMAN@ARCOMURRAY.COM
FOR SITE PLAN REVIEW
ONLY. NOT FOR
CONSTRUCTION.
NOT TO SCALE
DIMENSION CONTROL
SITE PLAN
1
OVERHEAD DRIVE-IN DOOR - SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION
INSULATED GLAZING IN PRE-FINISHED STOREFRONT FRAME. SEE WINDOW TYPES FOR MORE
INFORMATION.
1
2
ELEVATION KEYNOTES
ELEVATION GENERAL NOTES
1.HEIGHT OF ALL WALLS, ROOFS, AND PARAPETS SHOWN ON ELEVATIONS ARE TAKEN FROM THE BUILDING
FINISH FLOOR (ELEVATION 100'-0").
2.ALL ELEVATION HEIGHTS ARE SHOWN TO TOP OF CONCRETE PANEL / BOTTOM OF WOOD BLOCKING.
3.VERIFY GRADES AND BUILDING LINE WITH CIVIL DRAWINGS.
4.PAINT ALL EXTERIOR ELECTRICAL EQUIPMENT, BOXES, AND CONDUIT TO MATCH ADJACENT WALL
SURFACE.
5.DO NOT PAINT ANY EXTERIOR PREFINISHED MATERIAL.
6.GENERAL CONTRACTOR TO VERIFY AND COORDINATE ALL DOCK EQUIPMENT AND SIGNAGE WITH OWNER.
Q AKJHGFEDCBLMNP
1 5432 6
QLMNPAKJHGFEDCB
154326
WEST ELEVATION4
A5.1.1 SCALE: 1" = 30'-0"
EAST ELEVATION2
A5.1.1 SCALE: 1" = 30'-0"
NORTH ELEVATION1
A5.1.1 SCALE: 1" = 30'-0"
SOUTH ELEVATION3
A5.1.1 SCALE: 1" = 30'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 139'-0"
FIN. FLOOR
EL. 100'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 146'-0"
FIN. FLOOR
EL. 100'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 110'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 140'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 141'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 142'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 143'-0"
T.O. CORNICE
EL. 146'-6"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 146'-0"
FIN. FLOOR
EL. 100'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 146'-0"
FIN. FLOOR
EL. 100'-0"
T.O. CORNICE
EL. 146'-6"
T.O. CORNICE
EL. 146'-6"
T.O. CORNICE
EL. 146'-6"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 144'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 144'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 146'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 140'-0"T.O. CONCRETE
B.O. WD. BLOCKING
EL. 139'-0"
FIN. FLOOR
EL. 100'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 141'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 142'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 143'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 146'-0"
FIN. FLOOR
EL. 100'-0"
T.O. CORNICE
EL. 146'-6"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 110'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 139'-0"
FIN. FLOOR
EL. 100'-0"
DOCK APRON
EL. 96'-0"
T.O. CONCRETE
B.O. WD. BLOCKING
EL. 139'-0"
FIN. FLOOR
EL. 100'-0"
DOCK APRON
EL. 96'-0"
2 2 2 2 2 2 2 2
1 1
A A A A A A A A
1
2
2
A
2
A
2
A
2
A
A5.1.1
OVERALL EXTERIOR ELEVATIONS
SHEET NUMBER
DRAWN BY:
ISSUE DATE:
REVISIONS:#
DY
N
A
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S
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E
L
L
I
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P
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O
V
E
M
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N
T
S
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA
ARCHITECT, INC. NO PART OF THIS WORK MAY BE REPRODUCED
WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC.
AHT
02.24.2026
PR
O
J
E
C
T
:
CIVIL
HALFF ASSOCIATES, INC.
1201 NORTH BOWSER ROAD
RICHARDSON, TX 75081
P: 214-346-6200
7930 CLAYTON ROAD, SUITE 300
RICHMOND HEIGHTS, MO 63117
P: (314) 822-5191
WWW.GMA-ARCHITECTS.COM
4849 GREENVILLE AVE.
SUITE 1460
DALLAS, TX 75206
P: (214) 377-6681
WWW.ARCOMURRAY.COM
36
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2
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7
6
0
5
1
06.25.2026
ARCO JOB NO:D249
GMA JOB NO:GA1997
STRUCTURAL
RICHARD ADAMS ENGINEERS
5507 EAST BUSCH BLVD
TEMPLE TERRACE, FLORIDA 33617
P: 813-985-4600
06.25.20
2
6
REV #1 |04.02.2026
REV #2 |06.25.2026
1
2
1.CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AT THE JOB SITE
AND NOTIFY ARCHITECT OF ANY OMISSIONS, DISCREPANCIES, AND/OR CONFLICTS BEFORE PROCEEDING
WITH THE WORK.
2.ALL BOLLARDS SHALL BE PAINTED.
3.GLAZING AND FRAME SUPPLIERS SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
DRIVE-IN DOOR. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. SEE 4/A4.4.1 FOR BOLLARD
PLACEMENT / INFORMATION.
STOREFRONT SYSTEM AS SCHEDULED. SEE WINDOW TYPES ON A4.5.1 AND EXTERIOR ELEVATIONS.
XXX
X
FLOOR PLAN GENERAL NOTES
FLOOR PLAN KEYNOTES
FLOOR PLAN LEGEND
DOOR TAG
WINDOW TAG
EXISTING DOOR TO REMAIN
OVERALL FLOOR PLAN1
A2.1.1 SCALE: 1" = 30'-0"
2
1
6
3
4
5
A QBCDEFGHJKLMNP
W100A W100C
22'-6"
2'-3"
22'-6"
2'-3"
5'-6"
6'-2"
5'-6"
9'-0"
3'-8"
9'-0"
3'-4"5'-6"
8'-4"9'-0"
5'-6"5'-6"
6'-2"9'-0"
5'-6"
6'-2"
1'-10"4"
5'-2"
1 1
2
A A A A A A A A
2222222
756'-0"
54'-0"
26
5
'
-
0
"
60
'
-
0
"
54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"54'-0"
51
'
-
3
"
51
'
-
3
"
51
'
-
3
"
51
'
-
3
"
200
ELECTRICAL
ROOM
300
FIRE PUMP
ROOM
100
WAREHOUSE
1
2
2
A
2
A
2
A
2
A
5'-2"4"
6'-2"6'-2"
5'-6"5'-6"5'-6"
9'-0"9'-0"
A2.1.1
OVERALL FLOOR PLAN
SHEET NUMBER
DRAWN BY:
ISSUE DATE:
REVISIONS:#
DY
N
A
T
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H
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L
L
I
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P
R
O
V
E
M
E
N
T
S
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA
ARCHITECT, INC. NO PART OF THIS WORK MAY BE REPRODUCED
WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC.
AHT
02.24.2026
PR
O
J
E
C
T
:
CIVIL
HALFF ASSOCIATES, INC.
1201 NORTH BOWSER ROAD
RICHARDSON, TX 75081
P: 214-346-6200
7930 CLAYTON ROAD, SUITE 300
RICHMOND HEIGHTS, MO 63117
P: (314) 822-5191
WWW.GMA-ARCHITECTS.COM
4849 GREENVILLE AVE.
SUITE 1460
DALLAS, TX 75206
P: (214) 377-6681
WWW.ARCOMURRAY.COM
36
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2
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T
X
7
6
0
5
1
06.25.2026
ARCO JOB NO:D249
GMA JOB NO:GA1997
STRUCTURAL
RICHARD ADAMS ENGINEERS
5507 EAST BUSCH BLVD
TEMPLE TERRACE, FLORIDA 33617
P: 813-985-4600
06.25.20
2
6
REV #1 |04.02.2026
REV #2 |06.25.2026
SCALE: 1/4" = 1'-0"
A
1.DIMENSIONS SHOWN FOR EXTERIOR WINDOWS ARE TO ROUGH OPENING SIZES, UNLESS NOTED OTHERWISE.
2.PROVIDE 1/2" SHIM AROUND ENTIRE PERIMETER OF ROUGH OPENINGS.
3.FIELD VERIFY ROUGH OPENING SIZES PRIOR TO FABRICATION.
4.ALL ALUMINUM FRAMES TO INCLUDE SOLID PLASTIC BACKING/CAP WHERE FRAME ABUTS CONCRETE PANEL.
WINDOW NOTES
G-1 1" INSULATED GLASS (GRAYLITE II OR APPROVED EQUAL) IN PRE-FINISHED,
CLEAR ANODIZED, THERMALLY BROKEN, ALUMINUM FRAME
GLAZING LEGEND
EXTERIOR WINDOW TYPES
FINISH FLOOR
100' - 0"
GLAZING IN PRE-FINISHED
ALUMINUM FRAME
3'
-
1
1
/
4
"
AF
F
2"2"
2'-6"2'-6"
5'-6" R.O.
2"
2"
2"
3'
-
5
5
/
8
"
2"
5'
-
2
"
R
.
O
.
1'
-
2
3
/
8
"
1
A4.5.1
2
A4.5.1
1
A4.5.1
INTERIOR
EXISTING TILT-UP CONCRETE WALL PANEL
SCHEDULED INSULATED GLAZING IN
THERMALLY BROKEN ALUMINUM
STOREFRONT WINDOW SYSTEM
-SEE WINDOW TYPES
SEE STRUCTURAL
2"
MIN
4 1/2"
TILT WALL
ALUMINUM WINDOW HEAD AND JAMB DETAIL
SCALE: 3" = 1'-0"WH/417 - V3M
1/2"
MIN
TILT-UP CONCRETE WALL PANEL (BEYOND)
3/
4
"
3/4"
1/2"
3/4"
3/4" V-GROOVE DRIP NOTCH
(AT HEAD CONDITION ONLY)
3/4" CHAMFER (AT HEAD
AND JAMB)
EXTERIOR
EXTERIOR GRADE SHIM WITH CONTINUOUS
SEALANT BOTH SIDES
TILT WALL
ALUMINUM WINDOW SILL DETAIL
SCALE: 3" = 1'-0"WH/418 - V2M
EXISTING TILT-UP CONCRETE WALL PANEL
SCHEDULED INSULATED GLAZING IN THERMALLY
BROKEN ALUMINUM STOREFRONT WINDOW
SYSTEM
-SEE WINDOW TYPES
ALUMINUM SUB-SILL FLASHING WITH END DAMS,
SET IN DOUBLE BEAD OF SEALANT, TURN UP 1/2"
PAST BACK OF WINDOW FRAME
SEALANT WITH 1/2" GAP EVERY 12" OR WEEPS
INSTALLED
EXTERIOR GRADE SHIM AND FLASHING
-SHIM FLASHING AS REQUIRED TO MAINTAIN
POSITIVE DRAINAGE
2"
MIN
4 1/2"
SEE STRUCTURAL
1/2"
MIN
SLOPE 1°
TILT-UP CONCRETE WALL PANEL (BEYOND)
3/4" CHAMFER
SEALANT AT ENDS WITH MINIMUM 1/8" GAP AND
NO SEALANT ON TOP
INTERIOREXTERIOR
A4.5.1
1
A4.5.1
2 A4.5.1
WINDOW SCHEDULE
SHEET NUMBER
DRAWN BY:
ISSUE DATE:
REVISIONS:#
DY
N
A
T
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S
H
E
L
L
I
M
P
R
O
V
E
M
E
N
T
S
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF GMA
ARCHITECT, INC. NO PART OF THIS WORK MAY BE REPRODUCED
WITHOUT PRIOR WRITTEN PERMISSION FROM GMA ARCHITECTS, INC.
AHT
02.24.2026
PR
O
J
E
C
T
:
CIVIL
HALFF ASSOCIATES, INC.
1201 NORTH BOWSER ROAD
RICHARDSON, TX 75081
P: 214-346-6200
7930 CLAYTON ROAD, SUITE 300
RICHMOND HEIGHTS, MO 63117
P: (314) 822-5191
WWW.GMA-ARCHITECTS.COM
4849 GREENVILLE AVE.
SUITE 1460
DALLAS, TX 75206
P: (214) 377-6681
WWW.ARCOMURRAY.COM
36
4
2
E
U
L
E
S
S
-
G
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A
P
E
V
I
N
E
R
O
A
D
GR
A
P
E
V
I
N
E
,
T
X
7
6
0
5
1
04.02.2026
ARCO JOB NO:D249
GMA JOB NO:GA1997
STRUCTURAL
RICHARD ADAMS ENGINEERS
5507 EAST BUSCH BLVD
TEMPLE TERRACE, FLORIDA 33617
P: 813-985-4600
04.02.20
2
6
Agenda Item # III. B.
CU26-22.4sprc 1
TO: SITE PLAN REVIEW COMMITTEE MEMBERS
FROM: ALBERT L. TRIPLETT, JR. PLANNER II
DATE: AUGUST 5, 2026
SUBJECT: CONDITIONAL USE REQUEST CU26-22; DYNATEN IMPROVEMENTS,
3642 EULESS-GRAPEVINE ROAD
RECOMMENDATION
Staff recommends the Site Plan Review Committee (SPRC) consider the proposed
changes to amend the previously approved conditional use request CU23-02 (Ord. 2023-
028) for outdoor storage in conjunction with the development of an industrial warehouse
building. This request is specifically to revise the eastern and western building elevations.
The property is zoned “PID”, Planned Industrial Development District, and is platted as
Block 1, Lot 4AG, Curnes Addition.
REQUEST
The applicant requests to amend the previously approved elevations of conditional use
request CU23-02 (Ord. 2023-028). This request is specifically to install four (4) additional
windows along the east elevation and two (2) roll-up dock doors along the west elevation.
BACKGROUND INFORMATION
The subject site and surrounding properties were zoned “R-1”, Single-Family Dwelling
District prior to the 1984 City-wide Rezoning. Once a portion of the A.C. Stone tract, the
property was a part of the City of Grapevine’s Extraterritorial Jurisdiction (ETJ). When
the property was re-annexed in November of 1993, it received the zoning designation “R-
20”, Single-Family District, which is the default designation given to all property
immediately after annexation.
• On December 16, 2008, City Council approved SU08 -05 (Ord. 2008-76) on the
subject site to allow for gas well drilling and production in a non-residential zoning
district.
• On February 16, 2010, City Council approved a one-year extension of SU08-05 on
the subject site to allow gas well drilling and production in a non-residential zoning
district to expire on December 16, 2010.
• On May 16, 2023, City Council approved CU23-02 (Ord. 2023-028) to allow
outdoor storage in conjunction with the development of an industrial warehouse
building.
Agenda item # III. B.
CU26-22.4sprc 2
• On December 5, 2025, the Site Plan Review Committee approved CU25-46 to
amend the previously approved plans CU23-02 (Ord. 2023-028) to allow for the
installation of an eight (8) foot tall ornamental security fence, an increase to the
amount of parking by 128 spaces, and modifications to the elevations, including
the addition of three (3) large drive-in doors with ramps, and the installation of
additional windows.
/mh