ZA23-0073
PUBLIC HEARING NOTICE
ZA23-0073
• Zoning Change and Site Plan for Tommy’s Car Wash, for a property described as Lot 3,
Block 3R, Cimmarron Acres, City of Southlake, Tarrant County, Texas and located at 101 N.
Pearson Lane, Southlake, Texas.
• Current Zoning: “C-2” Local Retail Commercial District
• Requested Zoning: “S-P-2” Generalized Site Plan District
• The purpose of this request is approval of a car wash and conceptual approval of a
retail building on the site. Base uses for the site are to remain “C-2” uses with a self-
service car wash added as a permitted use.
Dear Property Owner,
Your property has been identified as being within 300 feet of the above referenced Site Plan
application.
If you wish to register your opposition or support to this case, you may complete the attached
Notification Response Form and either mail to the Planning & Development Services Department
(address listed at the top of notice), email a copy to the project case planner (e-mail listed at the
bottom of the notice) or fax a copy to the department (fax number listed at the top of the notice).
You are encouraged to follow the requested action through final approval because changes
are often made during the review process.
Please contact the Planning and Development Services Department if you have any questions:
Please contact the Planning Department at (817)748-8621 if you have any questions. Thank you.
CITY OF SOUTHLAKE
PLANNING & DEVELOPMENT SERVICES
1400 Main St.; Suite 310
Southlake, TX 76092
Phone: (817)748-8621
www.cityofsouthlake.com Planning and Zoning Commission
Thursday, February 22, 2024
6:30 PM
Town Hall Council Chambers
1400 Main Street
Southlake, Texas
Notification Response Form
ZA23-0073:
Zoning & Site Plan for Tommy’s Car Wash.
Meeting Date: February 22, 2024 at 6:30 PM
Fill out:
Owner: _____________________________
Address: ____________________________
City, State, Zip Code: __________________
PLEASE PROVIDE COMPLETED FORMS VIA MAIL, FAX OR HAND DELIVERY
BEFORE THE START OF THE SCHEDULED PUBLIC HEARING.
Being the owner(s) of the property so noted above, are hereby
in favor of opposed to undecided about
(circle or underline one)
the proposed Site Plan referenced above.
Space for comments regarding your position:
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
Signature: _______________________________________ Date: ______
Additional Signature: _______________________________ Date: ______
Printed Name(s): _____________________________________________
Must be property owner(s). Otherwise contact the Planning Department. One form per property.
Phone Number (optional): ______________________________________
Direct questions and mail responses to:
City of Southlake
Planning & Development Services
Notification Response
1400 Main St; Ste 310
Southlake, TX 76092
Phone: (817) 748-8621
PEARSON LNSOUTHLAKE BLVD
JORDAN DR
3220
3200
32503280
100
3119
3260
3125321532253255
101
322032203220 3220
1939
8 7
5
4
213
6
1000
Vicinity Map ZA23-0073
®
0 175 35087.5 Feet
101 N Pearson Ln
Legend
Address Points
City Parcels
Right Of Way
City Limit
Case Parcel(s)
200 Foot Buffer
300 Foot Buffer
Parcels Within Buffer
Monday, February 2nd, 2023
City of Southlake, TX
RE: Tommy’s Express Car Wash- 101 N. Pearson Lane
To whom it may concern,
Christianson Companies is seeking the approval of an S-P-2 for a car wash project
located at 101 N Pearson Lane.
Tommy’s Express is one of the largest and fastest growing franchises in the country. Our
business model includes individual washes as well as a monthly TommyClub membership that
gives customers unlimited washes, access to the TommyClub express lane, and allows them to
update their membership on the Tommy’s Express Mobile App. Our car wash is also
environmentally friendly. We utilize a water reclamation system that reuses 30% of the water
used per wash and our clear acrylic roof system allows for daylight harvesting so no lighting is
required during most operational hours. In our express wash, customers never get out of their car
or enter the building. They are in their car during the wash and then they can park in the vacuum
stalls to use the vacuums. The only reason a customer would enter the building is to use the
public restroom. Hours of operation are 7AM-9PM Monday-Sunday.
For these reasons, Christianson Companies sincerely asks that the Planning Commission
and City Council approve our request for an S-P-2. Tommy’s Express offers the best car wash on
the market and holds its franchises to the highest standards of training, efficiency, and
professionalism. We would love to provide a valuable service to the citizens of Southlake, and
partner with the community to be a benefit to all who live there.
Permitted Uses
This property shall be limited to the permitted uses as found in the base zoning of “C-2” Local Retail
Commercial with a “self service car wash” to be permitted on the site.
• Self-service car wash will be a permitted use
Development Regulations
This property shall be subject to the development regulations for “C-2” Local Retail Commercial, and all
other applicable regulations.
• The east portion of the lot that includes the Car Wash will be site planned. The construction of
the car wash will start sometime in the summer of 2024 after we get a full building permit.
• The west portion of the lot that shows a retail building will be conceptual and subject to change.
We do not own the land on the west side of the lot, and do not know what the landowner’s
future plans are for the property. The only portion that we will be constructing on the west side
of the property is the access lane that connects to Pearson. This is labeled on our site plan.
Variances
1. Trash Enclosure Location
We will be requesting a variance to allow our trash enclosure to be closer than 50’ away from
residential zoning. Our requested trash enclosure location is the best location for this site plan so
that it will be out of public view. If we were to put the trash enclosure more than 50’ away from the
residential to the north, then it would be in clear view of Southlake Blvd. We will have an 8’ masonry
wall on the north side of our site, so the trash enclosure will be screened from the residential to the
north. The residential to the north is also owned by the city for the water treatment plant, so that
land will not be developed as true residential.
2. Tree Preservation
We will also be requesting a variance for tree preservation. All of the trees on the site are clumped
together in areas that will either have a building, an easement, or a drive aisle. Therefore, it will be
impossible to save 75% of the trees on site.
3. Deferred Sidewalk
Our third variance request is regarding the sidewalk along Pearson Lane. Pearson Lane is a 2 lane,
asphalt road that does not have a curb and is along a drainage ditch. There would be no sidewalk to
connect to, and it would be dangerous for pedestrians to walk on a sidewalk along this street with
no curbs. We are proposing that we put money in escrow for the city to use for the sidewalk in the
future when Pearson Lane is improved instead of creating a dangerous sidewalk that doesn’t
connect to anything.
RETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2
RETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)9"9'-4"20'-0"
6" DIAMETER GUARD POSTSLEEVE FOR CANE
BOLT.
CONC. FOOTING
CONST. JOINTS @
10'-0" O.C.
18 GA. PAINTED
METAL GATE
(BOX RIB)
6" THICK PCC SLAB W/
6"X 6"-1.4X1.4 W.W.F. ON
6" GRAVEL BASE.
6" C.F.
#4xCONT. E.W.
@ 4'-0" O.C.13'-4"1
SITE PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
8' MASONRY SCREEN
WALL TO MATCH
PRINCIPAL BUILDING
8'-0"8' MASONRY COLUMNS
(TYP.)8' MASONRY PANELS
(TYP.)120' R.O.W.
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)C5
GRADING PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
LEGEND
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
655.6
656.5
655.5
655.9
654.7
654.1652.1
651.5651.3
652.2
652.3
652.8
653.5
653.3
653.4
654.0
654.6
653.8653.8
653.5
652.7
652.9
652.6
651.8
651.8
650.5
650.9
651.5
651.8
652.2
652.4
653.0
653.4653.6652.8
652.9
653.1
652.9652.7
653.1
652.7
652.8
652.4
651.6
651.7
651.2
650.4
649.3
649.6
650.7
652.1
652.2
652.7
653.1
653.3653.8
653.0
653.4
652.9
652.2
651.6
650.9
650.3648.3PEARSON LANE(R.O.W. VARIES)OHE
OHE
W W W W W W W W W W W W W W W W W W WSSSSSSSSSSSSWWWWWWWWWWWWWWWWWW W
SSSSSSSSSSSSSSSSSSSS
W W W W W W W W W W W W6"
12"
C6.1
EXISTING
DRAINAGE
AREA MAP
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.N PEARSON LN2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
655.6
656.5
655.5
655.9
654.7
654.1652.1
651.5651.3
652.2
652.3
652.8
653.5
653.3
653.4
654.0
654.6
653.8653.8
653.5
652.7
652.9
652.6
651.8
651.8
650.5
650.9
651.5
651.8
652.2
652.4
653.0
653.4653.6652.8
652.9
653.1
652.9652.7
653.1
652.7
652.8
652.4
651.6
651.7
651.2
650.4
649.3
649.6
650.7
652.1
652.2
652.7
653.1
653.3653.8
653.0
653.4
652.9
652.2
651.6
650.9
650.3648.3PEARSON LANE(R.O.W. VARIES)OHE
OHESSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSS
6"
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
C6.2
PROPOSED
DRAINAGE
AREA MAP
CO
COCOFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.
(134' TXDOT R.O.W.)N PEARSON LN2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2
CO
COCOFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.
(134' TXDOT R.O.W.)N PEARSON LN2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2
C8
UTILITY PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
CO
COCOFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.N PEARSON LN2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
51
DBH
7
WA
BERMUDA SOLID SOD, TYP.
2-5" MINUS SEWER
ROCK, TYP.
24
BAR
2
CE
6
MB
21
WM
9
PH
3
RO
3
MS
3
SP
1
MB
3
DY
2
TJ
6
TS
5
MS
13
NRS
115
GL
7
MB
5
MS
10
SP
1
TJ
12
TS
9
SP
3
BAR
50
GL
1
WM
3
SP
3
DY
3
BAR
3
TS
55
SC
3
SP
15
GL
3
DY
3
CE
10' BUFFERYARD
5' BUFFERYARD20' BUFFERYARD10' BUFFERYARD2
MB
1
PH
1
MB
2
CE
3
MB
5
TS
9
SP
CO
COCOFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.N PEARSON LN2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
25.1'25.1'TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 1-2-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
AWRSTA
TE O F T E XASTCETHI
R
C
A
EPACSDNALDEE
GEISRRT572 4AMANARIC
H
DW .
A
RDSONLANDSCAPE
PLAN
L1.01
GRAPHIC SCALE
FEET04020
Scale 1"=20' - 0"
GENERAL LAWN NOTES
1.CONTRACTOR SHALL COORDINATE OPERATIONS
AND AVAILABILITY OF EXISTING TOPSOIL WITH
ON-SITE CONSTRUCTION MANAGER
2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL
FINISHED GRADE PRIOR TO TOPSOIL
INSTALLATION.
3.CONTRACTOR TO FIND GRADE AREAS TO
ACHIEVE FINAL CONTOURS AS SHOWN ON CIVIL
DRAWINGS. POSITIVE DRAINAGE SHALL BE
PROVIDED AWAY FROM ALL BUILDINGS.
ROUNDING AT TOP AND BOTTOM OF SLOPES
SHALL BE PROVIDED AND IN OTHER BREAKS IN
GRADE. CORRECT AREAS WHERE STANDING
WATER MAY OCCUR.
4.ALL LAWN AREAS SHALL BE FINE GRADED,
IRRIGATION TRENCHES COMPLETELY SETTLED
AND FINISH GRADE APPROVED BY THE OWNER'S
CONSTRUCTION MANAGER OR LANDSCAPE
ARCHITECT PRIOR TO LAWN INSTALLATION.
5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN
DIAMETER AND LARGER. REMOVE ALL DIRT
CLODS, STICKS, CONCRETE SPOILS, TRASH ETC
PRIOR TO PLACING TOPSOIL AND GRASS
INSTALLATION.
6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS
UNTIL FINAL ACCEPTANCE.
7.CONTRACTOR SHALL GUARANTEE
ESTABLISHMENT OF ACCEPTABLE TURF AREA
AND SHALL PROVIDE REPLACEMENT IF
NECESSARY.
SOLID SOD:
1.SOLID SOD SHALL BE PLACED ALONG ALL
IMPERVIOUS EDGES, AT A MINIMUM. THIS SHALL
INCLUDE CURBS, WALKS, INLETS, MANHOLES
AND PLANTING BED AREAS. SOD SHALL COVER
OTHER AREAS COMPLETELY AS INDICATED BY
PLAN.
2.SOD SHALL BE STRONGLY ROOTED DROUGHT
RESISTANT SOD, NOT LESS THAN 2 YEARS OLD,
FREE OF WEEDS AND UNDESIRABLE NATIVE
GRASS AND MACHINE CUT TO PAD THICKNESS
OF 3/4" (+1/4"), EXCLUDING TOP GROWTH AND
THATCH.
3.LAY SOD BY HAND TO COVER INDICATED AREAS
COMPLETELY, ENSURING EDGES ARE TOUCHING
WITH TIGHTLY FITTING JOINTS, NO OVERLAPS
WITH STAGGERED STRIPS TO OFFSET JOINTS.
4.TOP DRESS JOINTS IN SOD BY HAND WITH
TOPSOIL TO FILL VOIDS IF NECESSARY
5.SOD SHALL BE ROLLED TO CREATE A SMOOTH
EVEN SURFACE. SOD SHOULD BE WATERED
THOROUGHLY DURING INSTALLATION PROCESS.
6.SHOULD INSTALLATION OCCUR BETWEEN
OCTOBER 1ST AND MARCH 1ST, OVERSEED
BERMUDAGRASS SOD WITH WINTER RYEGRASS
AT A RATE OF 4 POUNDS PER 1000 S.F.
HYDROMULCH:
1.SCARIFY AND LOOSEN ALL AREAS TO BE
HYDROMULCHED TO A MINIMUM DEPTH OF 4"
PRIOR TO TOPSOIL AND HYDROMULCH
INSTALLATION.
2.BERMUDA GRASS SEED SHALL BE EXTRA
HULLED, TREATED LAWN TYPE. SEED SHALL BE
DELIVERED TO THE SITE IN ITS ORIGINAL
UNOPENED CONTAINER AND SHALL MEET ALL
STATE/LOCAL LAW REQUIREMENTS.
3.FIBER SHALL BE 100% WOOD CELLULOSE
FIVER, DELIVERED TO THE SITE IN ITS
ORIGINAL UNOPENED CONTAINER AS
MANUFACTURED BY "CONWEB' OR EQUAL.
4.FIBER TACK SHALL BE DELIVERED TO THE SITE
IN ITS UNOPENED CONTAINER AND SHALL BE
'TERRO-TACK ONE', AS MANUFACTURED BY
GROWERS, INC OR APPROVED EQUAL.
5.HYDROMULCH WITH BERMUDA GRASS SEET AT
A RATE OF 2 POUNDS PER 1000 S.F.
6.USE A BATTER BOARD AGAINST ALL BED
AREAS TO PREVENT OVER SPRAY.
7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL,
APPLY WATER AS NECESSARY FOR OPTIMUM
MOISTURE FOR SEED APPLICATION.
8.IF INSTALLATION OCCURS BETWEEN
SEPTEMBER 1ST AND MAY 1ST, ALL
HYDORMULCH AREAS SHALL BE OVER-SEEDED
WITH WINTER RYE GRASS AT A RATE OF FOUR
POUNDS PER ONE THOUSAND SQUARE FEET.
CONTRACTOR SHALL BE REQUIRED TO
RE-HYDROMULCH WITH BERMUDA GRASS THE
FOLLOWING GROWING SEASON AS PART OF
THIS CONTRACT.
9.AFTER APPLICATION, NO EQUIPMENT SHALL
OPERATE OVER APPLIED AREAS. WATER
SEEDED AREAS IMMEDIATELY AFTER
INSTALLATION TO SATURATION.
10.ALL LAWN AREAS TO BE HYDROMULCHED
SHALL ACHIEVE 100% COVERAGE PRIOR TO
FINAL ACCEPTANCE.
LANDSCAPE NOTES
1.CONTRACTOR TO VERIFY AND LOCATE ALL
PROPOSED AND EXISTING ELEMENTS. NOTIFY
LANDSCAPE ARCHITECT OR DESIGNATED
REPRESENTATIVE FOR ANY LAYOUT
DISCREPANCIES OR ANY CONDITION THAT
WOULD PROHIBIT THE INSTALLATION AS SHOWN.
SURVEY DATA OF EXISTING CONDITIONS WAS
SUPPLIED BY OTHERS
2.CONTRACTOR SHALL CALL 811 TO VERIFY AND
LOCATE ANY AND ALL UTILITIES ON SITE PRIOR
TO COMMENCING WORK. LANDSCAPE
ARCHITECT SHOULD BE NOTIFIED OF ANY
CONFLICTS. CONTRACTOR TO EXERCISE
EXTREME CAUTION WHEN WORKING NEAR
UNDERGROUND UTILITIES.
3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED
AWAY FROM ALL STRUCTURES.
4.CONTRACTOR SHALL FINE GRADE AREAS TO
ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE
AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL
FINISHED GRADE IN PLANTING AREAS AND 1"
BELOW FINAL FINISHED GRADE IN LAWN AREAS.
5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND
UNIFORM THROUGHOUT THE SITE.
6.PLANTING AREAS AND SOD TO BE SEPARATED
BY STEEL EDGING. NO STEEL EDGING SHALL BE
INSTALLED ADJACENT TO BUILDINGS, WALKS OR
CURBS. EDGING NOT TO BE MORE THAN 1/2"
ABOVE FINISHED GRADE.
7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE
WHERE IT INTERSECTS WALKS AND/OR CURBS.
8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE
TOPS OF SIDEWALKS AND CURBING.
9.QUANTITIES ON THESE PLANS ARE FOR
REFERENCE ONLY. THE SPACING OF PLANTS
SHOULD BE AS INDICATED ON PLANS OR
OTHERWISE NOTED. ALL TREES AND SHRUBS
SHALL BE PLANTED PER DETAILS.
10.CONTAINER GROWN PLANT MATERIAL IS
PREFERRED HOWEVER BALL AND BURLAP PLANT
MATERIAL CAN BE SUBSTITUTED IF NEED BE AND
IS APPROPRIATE TO THE SIZE AND QUALITY
INDICATED ON THE PLANT MATERIAL LIST.
11.TREES SHALL BE PLANTED AT A MINIMUM OF 5'
FROM ANY UTILITY LINE, SIDEWALK OR CURB.
TREES SHALL ALSO BE 10' CLEAR FROM FIRE
HYDRANTS.
12.4" OF SHREDDED HARDWOOD MULCH (2"
SETTLED THICKNESS) SHALL BE PLACED OVER
WEED BARRIER FABRIC. MULCH SHALL BE
SHREDDED HARDWOOD MULCH OR APPROVED
EQUAL, PINE STRAW MULCH IS PROHIBITED.
13.WEED BARRIER FABRIC SHALL BE USED IN PLANT
BEDS AND AROUND ALL TREES AND SHALL BE
MIRAFI 1405 WEED BARRIER OR APPROVED
EQUAL.
14.CONTRACTOR TO PROVIDE UNIT PRICING OF
LANDSCAPE MATERIALS AND BE RESPONSIBLE
FOR OBTAINING ALL LANDSCAPE AND IRRIGATION
PERMITS.
IRRIGATION:
1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE
AN AUTOMATIC IRRIGATION SYSTEM WITH A
FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO
HAVE AN ET WEATHER BASED CONTROLLER AND
BE DESIGNED AND INSTALLED BY A LICENSED
IRRIGATOR.
MAINTENANCE REQUIREMENTS:
1.VEGETATION SHOULD BE INSPECTED
REGULARLY TO ENSURE THAT PLANT
MATERIAL IS ESTABLISHING PROPERLY AND
REMAINS IN A HEALTHY GROWING CONDITION
APPROPRIATE FOR THE SEASON. IF DAMAGED
OR REMOVED, PLANTS MUST BE REPLACED BY
A SIMILAR VARIETY AND SIZE.
2.MOWING, TRIMMING, EDGING AND
SUPERVISION OF WATER APPLICATIONS SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR
UNTIL THE OWNER OR OWNER'S
REPRESENTATIVE ACCEPTS AND ASSUMES
REGULAR MAINTENANCE.
3.ALL LANDSCAPE AREAS SHOULD BE CLEANED
AND KEPT FREE OF TRASH, DEBRIS, WEEDS
AND OTHER MATERIAL.
MISCELLANEOUS MATERIALS:
1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK
GREEN DURAEDGE STEEL LANDSCAPE EDGING
UNLESS NOTED OTHERWISE ON
PLANS/DETAILS.
2.RROCK SHALL BE MINUS SEWER ROCK, 2" - 5"
DIAMETER. RIVER ROCK SHALL BE COMPACTED
TO A MINIMUM OF 3" DEPTH OVER FILTER
FABRIC.
CASE #: ZA23-0073
FIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0 9/32"AB.3B.7CDD.5FT.O. PARAPET TOWER B124'-0"T.O. PARAPET (FLAT FRONT)117'-7 3/4"T.O. ACCENT TOWER B118'-9 3/4"BT.O. ATTACHED CANOPY111'-10"B.O ATTACHED CANOPY109'-4"B-2M-1WR-1FE-1B-1MCM-1SCREENED ROOF EQUIPMENTLR-1PC-1B-1 (BEYOND)B-1M-1MC-1PLAN VIEW - HORIZONTAL ARTICULATIONELEVATION VIEW - VERTICAL ARTICULATION9'-5" 36'-3 3/8"5'-3 5/8"16'-4 5/8" 1'-3 1/4"17'-7 7/8"24'-0"9'-0 1/8"FIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0 9/32"AB.3B.7C.1EFT.O. ACCENT TOWER A120'-9 9/32"B.O. ACCENT TOWER A117'-7 9/32"T.O. PARAPET TOWER B124'-0"T.O. ACCENT TOWER B118'-9 3/4"BT.O. MAT WASHER115'-0"AB-1MP-1PC-1FE-1M-1MCM-1WR-1SCREENED ROOF EQUIPMENTPAY GATE FURNISHED BYTOMMY'STOWER (BEYOND)ST-1FCP-1ATTACHED CANOPYPC-1 (BEYOND)14'-10 1/2" 28'-1"10'-10 3/8"PLAN VIEW - HORIZONTAL ARTICULATIONELEVATION VIEW - VERTICAL ARTICULATION28'-0"15'-0" 5'-4 7/8" 7'-7 1/8"SHEET DESCRIPTION:SheetCHECKED BY:PROJECT NO:DRAWN BY:DATE:COPYRIGHT C DESIGN RESOURCES GROUPFAX (701) 281-9501FAX (701) 281-9501PH. (701) 499-0212FARGO, ND 58104SUITE 4004609 33RD AVE. S.PH. (701) 281-9500REVISIONS:12345678910111213141516ABCDEFGHJK12345678910111213141516ABCDEFGHJKA202EXTERIOR ELEVATIONS(COLORED)TOMMY CAR WASH SYSTEMSXX/XX/202323-XXXAuthorChecker101 N. PEARSON LANESOUTHLAKE, TX 76092PXXXXA101 1/8" = 1'-0"2SOUTH: EXIT END ELEVATIONA101 1/8" = 1'-0"4NORTH: ENTRY END ELEVATIONMCM -2 & PC-1METAL FINISHB-2: CHARCOAL B-1: STONE GRAY (TYP)M-1: SPLIT-FACE CMUMP-1STOREFRONT ALUM. WINDOW FRAMESMCM -1METAL FINISHFCP-1NICHIHA ARCHITECTURAL BLOCK - GRAY
FIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0 9/32"12345678910111213141516T.O. PARAPET TOWER B124'-0"B.O. ACCENT TOWER B115'-9 7/16"T.O. ACCENT TOWER B118'-9 3/4"T.O. MAT WASHER115'-0"PC-1OVERFLOW SCUPPERREFER TO DETAILSFE-1ST-1B-1M-1B-1L-1R-1, ROOF SYSTEM FURNISHED AND INSTALLED BY TOMMY'SFE-1PC-1B-2B-1B-2M-1B-2B-1B-1B-13'-4"SCREENED ROOF EQUIPMENTPLAN VIEW - HORIZONTAL ARTICULATION10'-11 3/4"98'-8 1/2" : EXCEEDS MHFL BUT NOT VISIBLE FROM CORRIDOR26'-7 1/2"24'-0"10'-0"12'-6" 1'-6"1'-0"15'-0"ELEVATION VIEW - VERTICAL ARTICULATIONFIRST FLOOR100'-0"FIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0 9/32"123456789101112131415161.83.2T.O. ACCENT TOWER A120'-9 9/32"B.O. ACCENT TOWER A117'-7 9/32"T.O. PARAPET TOWER B124'-0"T.O. PARAPET (FLAT FRONT)117'-7 3/4"T.O. ACCENT (FLAT FRONT)113'-8"B.O. ACCENT (FLAT FRONT)110'-8"T.O. ATTACHED CANOPY111'-10"B.O ATTACHED CANOPY109'-4"PC-1B-2B-1B-2M-1B-1B-1SCREENED ROOF EQUIPMENT2'-0"PLAN VIEW - HORIZONTAL ARTICULATION41'-8 1/2"68'-3 1/2" : EXCEEDS MHFL BUT NOT VISIBLE FROM CORRIDOR31'-9 1/2"3'-7"4'-8 5/8"14'-9" 1'-6"1'-4 7/8"17'-7 7/8"28'-0"11'-9"1'-4 7/8"ELEVATION VIEW - VERTICAL ARTICULATIONSHEET DESCRIPTION:SheetCHECKED BY:PROJECT NO:DRAWN BY:DATE:COPYRIGHT C DESIGN RESOURCES GROUPFAX (701) 281-9501FAX (701) 281-9501PH. (701) 499-0212FARGO, ND 58104SUITE 4004609 33RD AVE. S.PH. (701) 281-9500REVISIONS:12345678910111213141516ABCDEFGHJK12345678910111213141516ABCDEFGHJKA203COLORED EXTERIOR BUILDINGELEVATIONSTOMMY CAR WASH SYSTEMSXX/XX/202323-XXXAuthorChecker101 N. PEARSON LANESOUTHLAKE, TX 76092PXXXXA101 1/8" = 1'-0"1BACK ELEVATIONA101 1/8" = 1'-0"2EAST BUILDING ELEVATION
CO
COCOFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2
CO
COCOFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)2023
130' CARWASH
PROP. BUILDING
5,243 sf
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
TREE PRESERVATION SUMMARY
TREES TO BE REMOVEDVARIES
Existing Tree Cover :
Gross acreage of site:101,308 SF
Area of existing tree cover on site:7,084 SF / 0.07%
Area of existing tree cover removed:5,594 SF / 79%
Area of existing tree cover to be preserved:1,490 SF / 21%
*NOTE: Tree canopy calculations are approximate based on tree
survey and aerial imagery
TREE IDENTIFICATION
TAG TYPE SIZE CANOPY STATUS
SITE NOTES
·NO STREAMS / CREEKS / PONDS EXIST ON SITE.
·SITE HAS NO CLEAR AREAS OF ENVIRONMENTAL
CONSTRAINT AND IS SUITABLE FOR DEVELOPMENT.
·FOR DETAILED CALCULATIONS OF BUFFERYARDS
SEE L1.01 LANDSCAPE PLAN.
TREE PRESERVATION NOTES FROM CITY OF SOUTHLAKE
"PLEASE BE AWARE THAT ALL EXISTING TREES SHOWN TO BE
PRESERVED ON AN APPROVED TREE CONSERVATION PLAN MUST BE
PRESERVED AND PROTECTED DURING ALL PHASES OF DEVELOPMENT.
ALTERATION OR REMOVAL OF ANY OF THE EXISTING TREES SHOWN
TO BE PRESERVED ON THE TREE CONSERVATION PLAN IS A VIOLATION
OF THE TREE PRESERVATION ORDINANCE AND THE ZONING AS
APPROVED BY THE SOUTHLAKE CITY COUNCIL. PLEASE ENSURE THAT
THE LAYOUT OF ALL STRUCTURES, EASEMENTS, UTILITIES,
STRUCTURES, GRADING, AND ANY OTHER STRUCTURE PROPOSED TO
BE CONSTRUCTED DO NOT CONFLICT WITH EXISTING TREES
INTENDED TO BE PRESERVED."
1
TREE REMOVAL
PLAN
STAINLESS STEEL VENDER UNIT
VACUUM HOSE CONNECTION
VACUUM MOTOR
SPEAKER AND
MOTION SENSOR LIGHT
PLASTIC DECORATIVE GLOBEFABRIC SUN SHADE
STAINLESS STEEL STANCHION
STAINLESS STEEL LETTERS
AA1 AA1 AA1
AA1
AA1
AA1 AA2
AA2
T2 T2
T2
T1
T1
T2
T2
T2
F1 F1
F1 F1
AA2
AA2
AA2
AA1
AA2
SHEET DESCRIPTION:
Sheet
CHECKED BY:
PROJECT NO:
DRAWN BY:
DATE:
COPYRIGHT C DESIGN RESOURCES GROUP
REVISIONS:
12345678910111213141516
A
B
C
D
E
F
G
H
J
K
12345678910111213141516
A
B
C
D
E
F
G
H
J
K
CHRISTIANSON
C O M P A N I E S
FAX (701) 281-9501
FARGO, ND 58104
SUITE 400
4609 33RD AVE. S.
PH. (701) 281-9500
CHRISTIANSON
C O M P A N I E SSouthlake, TXW Southlake Blvd & N Pearson LnTOMMY'S EXPRESS CAR WASHDESIGN RESOURCES GROUP
Nov 13, 2023 12:40PM
0'20'10' 40'
STATISTICS
DESCRIPTION SYMBOL AVG MAX MIN
SITE LIGHTING 1.6 FC 98.5 FC 0.0 FC
LUMINAIRE SCHEDULE
SYMBOL LABEL MANUFACTURER CATALOG DESCRIPTION
F1
CPY250-B-XX-F-B-UL-XX-57K 13039 96.31
T1
193 132.1
SLW-15-4K-AC LED WALL PACK 1529 15.8
7375 72
CREE LIGHTING 6325 55
CREE LIGHTING
BARRON LGHTING
GROUP
CREE LIGHTING
CREE LIGHTING
SEC-EDG-4M-xx-06-E-UL-700-
40K or BXSEx406E-UD7 (700mA)
OSQM-B-11L-50K9-4M-Ux-xx-xx-xxxx
w-OSQ-BLSMF
OSQM-C-9L-50K9-2M-Ux--xx-xx-xx-xx
INPUT
POWER
LAMP
OUTPUT
CONFIGURED FROM OSQL-C LUMINAIRE,
3000K, 70 CRI, TYPE II MID
CONFIGURED FROM OSQ LARGE, 30L
LUMEN PACKAGE, 40K CCT, TYPE IV
MEDIUM W/ BACKLIGHT SHIELD
CREE SECURITY EDGE LUMINAIRE, TYPE
IV MEDIUM, 60 LEDS, 700MA, 4000K
CPY250 B VERSION, FLAT LENS OPTIC,
INPUT POWER DESIGNATOR B, 120-277V,
5700K CCT
T2
AA1
AA2