ZA24-0025
PUBLIC HEARING NOTICE
ZA24-0025
• Preliminary Plat for Lot 1, Block 1, City of Southlake M.S.C. and P.S.T. Addition, on
property described as Tracts 2E and 2E07, John N. Gibson Survey Abstract 591, and
Tract 1A1, Harrison Decker Survey Abstract 4838, City of Southlake, Tarrant County,
Texas, and located at 1630-1638 Brumlow Ave.
• Current Zoning: “AG” Agricultural District
• To consider a Preliminary Plat that is in conformance with the requested
zoning of case ZA24-0010; City of Southlake Municipal Service Center and
Public Safety Training Tower
Dear Property Owner:
Your property has been identified as being within 200 feet of the above referenced Preliminary Plat
application. A public hearing will be held by the City of Southlake Planning and Zoning Commission
in the Town Hall Council Chambers at 1400 Main Street, Southlake, Texas.
Please note that this letter and its attachments constitute written notice about the proposed
Preliminary Plat.
If you wish to register your opposition or support to this action, you may complete and send the
Notification Response Form to the Planning & Development Services Department. You are
encouraged to follow the request through final action because changes are often made
during the review process.
Please contact the Planning and Development Services Department if you have any questions:
Dept. Phone: (817) 748-8621 or Email: MBarclay@ci.southlake.tx.us
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, June 6, 2024
6:30 PM
Town Hall Council Chambers
1400 Main Street
Southlake, Texas
Notification Response Form
ZA24-0025
Preliminary Plat for Southlake Municipal
Service Center and Public Safety
Training Tower
Meeting Date: June 06, 2024 at 6:30 PM
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 Preliminary Plat referenced above.
Space for comments regarding your position:
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
Signature: _______________________________________ Date: ______
Additional Signature: _______________________________ Date: ______
Printed Name(s): _____________________________________________
Must be property owner(s) whose name(s) are printed at top. 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
BRUMLOW AVE8
4
5
6
7
10
11
9
12
3
2
1
1000
1001
1002
Vicinity Map ZA24-0025
®
0 260 520130 Feet
1630-1638 Brumlow Ave.
Legend
City Parcels
Right Of Way
City Limit
Case Parcel(s)
200 Foot Buffer
300 Foot Buffer
Parcels Within Buffer
an addition to the Southlake, Tarrant County, Texas, situated in the John N. Gibson Survey,
Abstract No. 591 and Harrison Decker Survey, Abstract No. 438, City of Southlake,
Tarrant County, Texas and containing 14.243 acres of land total.
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS:
THAT, the City of Southlake, by and through the undersigned, it's duly authorized agent
does hereby adopt this plat designating the hereinabove described real property as:
LOT 1, BLOCK 1
CITY OF SOUTHLAKE
M.S.C. AND P.S.T.
An addition to the City of Southlake, Tarrant County, Texas and does hereby dedicate the
rights-of-way and easements shown thereon to the public's use unless otherwise noted. There are
no liens against this property.
WITNESS my hand at Southlake, Tarrant County, Texas on this the_____
day of _____________2024.
By: ______________________________________
STATE OF TEXAS §
COUNTY OF TARRANT §
BEFORE ME, the undersigned authority, on this day personally appeared
______________________ of the City of Southlake, known to me to be the person whose
name is subscribed to the above and foregoing instrument and acknowledged to me that
he/she executed the same for the purpose and consideration therein expressed, and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the ______ day of
________________, 2024.
__________________________________
Notary Public in and for the State of Texas
My Commission expires ______________
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS, The City of Southlake, acting by and through the undersigned, its duly authorized agent, is the
sole owner of a tract of land situated in the John N. Gibson Survey, Abstract No. 591, and the Harrison
Decker Survey, Abstract No. 438, Tarrant County, Texas, according to the deed recorded in Instrument No.
D220133845, Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more particularly described
as follows:
BEGINNING at a 1/2 inch iron rod found in the east right-of-way (R-O-W) line of Brumlow Avenue (a
variable width R-O-W), same being the common west corner of said City of Southlake tract, and Tract 3,
Brumlow Industrial District, an addition to the City of Southlake, Tarrant County, Texas, according to the
plat recorded in Volume 388-127, Page 89, Plat Records of Tarrant County, Texas (P.R.T.C.T.), same being
described to CX3 Properties, LLC by deed recorded in Instrument No. D216241529, D.R.T.C.T., from which
a 1/2 inch iron rod found in said east R-O-W line, and for the common west corner of said Tract 3 and
Tract 2AR, Brumlow Industrial District (amended plat), an addition to the City of Southlake, Tarrant County,
Texas, according to the plat recorded in Instrument No. D220207755, P.R.T.C.T., bears S 08°41'58" E,
151.30 feet;
THENCE N 08°41'58" W, along the common east west line of said east R-O-W line and said City of
Southlake tract, a distance of 238.71 feet to a 5/8 inch capped iron rod stamped "TNP" set for the common
west corner of said City of Southlake tract and a tract of land described to Wright Brumlow East RE LLC, by
deed recorded in Instrument No. D220237773, D.R.T.C.T., and in said east R-O-W line, from which a
1/2 inch iron rod found in said east R-O-W, for the northwest corner of said Wright Brumlow East RE LLC
tract, and in the south line of a tract of land described to Wright Brumlow East RE LLC, by deed recorded in
Instrument No. D220237770, D.R.T.C.T., bears N 08°41'58"W, 138.92 feet
THENCE N 89°39'02" E, with the north line of said City of Southlake tract, and the south line of said Wright
Brumlow East RE LLC tract, and the south line of a tract of land described to Balla C. Wright, by deed
recorded in Instrument No. D218281862, D.R.T.C.T. to a 5/8 inch capped iron rod stamped "TNP" set in the
common east line of said City of Southlake tract and said Balla C. Wright tract, and in the west line of a tract
of land described to Wright Mustang Business Park LLC, by deed recorded in Instrument No. D220237769,
D.R.T.C.T.;
THENCE S 00°14'46" E, along the common east west line of said City of Southlake tract and said Wright
Mustang Business Park LLC tract, a distance of 812.03 feet to a 5/8 inch capped iron rod stamped "TNP" set
for the common south corner of same, and in the north line of a Tract 1 of said Brumlow Industrial District,
same being described to Nustar Logistics, L.P. by deed recorded in Instrument No. D208041261, D.R.T.C.T.,
from which a 1 inch iron rod found for the northeast corner of said Tract 1, and for a re-entrant corner of
Lot 1, Block 2, Mustang Business Park, an addition to the City of Southlake, Tarrant County, Texas, recorded
in Cabinet A, Slide 11914, P.R.T.C.T., bears S 89°52'19" E, a distance of 559.66 feet;
THENCE N 89°52'19" W, along the common north south line of said City of Southlake tract and said Tract 1,
a distance of 516.76 feet to a 1/2 inch capped iron rod stamped "KAZ" found for the common south corner of
said City of Southlake tract and said Tract 2AR, and in the north line of said Tract 1, from which the common
west corner of Tract 2BR of said amended plat and said Tract 1, bears N 89°52'19" W, 511.25 feet, same
being in said east R-O-W line, from which a PK nail found bears N 89°52'19" W, 0.49 feet;
THENCE N 00°34'10" W, along the common east west line of said City of Southlake tract and said
Tract 2AR, and said Tract 3, passing at 223.63 feet a 1/2 inch capped iron rod stamped "KAZ", in all a total
distance of 573.72 feet to a 5/8 inch capped iron rod stamped "TNP" set for the re-entrant corner of said City
of Southlake tract and the northeast corner of said Tract 3;
THENCE S 89°26'23" W, along the common north south line of said City of Southlake tract and said Tract 3,
a distance of 592.30 feet to the POINT OF BEGINNING and containing 563,576 square feet or 12.938 acres
of land.
THIS PLAT FILED IN C.C. #D________________, DATE: ___________.
BASIS OF BEARINGS:
Bearings of lines shown hereon refer to Grid North of the Texas Coordinate
System of 1983 (North Central Zone; NAD83(2011) 2010.00) as derived locally
from Allterra Central's Continuously Operating Reference Stations (CORS) via
Real Time Kinematic (RTK) methods. An average Combination Factor of 1.00012
was used to scale grid coordinates and distances to surface.
NOTES:
A.No portion of the subject property appears to lie within Zone A of the Special Flood Hazard Areas (SFHAs)
subject to inundation by the 1% annual chance flood (100-year flood), according to the Flood Insurance Rate
Map (FIRM) No. 48439C0115K for the City of Southlake, Texas, as depicted from Community Map and Panel
No. 480612 0115 K, Map Revised September 25, 2009.
B.Is a 5/8 inch capped iron rod set stamped "TNP" unless otherwise noted.
C.Selling a portion of any lot within this addition by metes and bounds is a violation of state law and city
ordinance and is subject to fines and withholding of utilities and building permits.
D.The City of Southlake reserves the right to require minimum finish floor elevations on any lot contained within
this addition. The minimum elevations shown are based on the most current information available at the time
the plat is filed and may be subject to change. Additional lots, other than those shown, may also be subject to
minimum finish floor criteria.
Minimum Finished Floor Elevation = 600.16 (2 feet above Base Flood Elevation)
·Zone 1 = 599.00
·Zone 2 = 597.25
·Zone 3 = 594.84
E.Compliance with the provisions of the City's Storm Drainage Policy does not relieve a person of the
responsibility of complying with all other applicable laws, including, but not limited to, Section 11.086, Texas
Water Code.
F.The surveyor has made no investigation or independent search for easements or encumbrances.
RECORD OWNER:_____________
CITY OF SOUTHLAKE
1400 MIN ST. - STE. 440
SOUTHLAKE, TEXAS 76092-7642
(817) 748-8400
SITE
Prepared May 09, 2024
5237 N. Riverside Drive, Suite 100
Fort Worth, Texas 76137
817.336.5773 ph 817.332.7756 fx
www.tnpinc.com / TBPLS Registration No. 100116-00
teague nall & perkins
SURVEYOR'S CERTIFICATION
I, Theron W. Sims, a Registered Professional Land Surveyor licensed in the State of Texas,
having platted the above subdivision from an actual survey on the ground; and that all lot
corners, and angle points of curve shall be properly marked on the ground, and that this plat
correctly represents that survey made by me or under my direct supervision
_________________________________
Theron W. Sims, R.P.L.S., No. 5887
PRELIMINARY - THIS DOCUMENT SHALL NOT
BE RECORDED FOR ANY PURPOSE AND
SHALL NOT BE USED OR VIEWED OR RELIED
UPON AS A FINAL SURVEY DOCUMENT
APPROVED BY THE CITY OF SOUTHLAKE
Date: __________________________________
Mayor: _________________________________
City Secretary: ___________________________
"D"S
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P
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A
N
V
A
RIE
S
S
A
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D "X"STANDARD CONSTRUCTION DETAILS
WATER
WATER DETAILS
SD-01WATER.DWGLASTSAVED:9/4/20158:11AMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
PAVING
CONCRETE PAVING DETAILSVARIABLERADII
SD-03PVMT-C.DWGLASTSAVED:9/4/20158:30AMPRINTED:5/9/201312:01PM
20'min."R"4
"
R
2
"
R
STANDARD CONSTRUCTION DETAILS
PAVING
HMAC PAVING DETAILS
SD-04PVMT-H.DWGLASTSAVED:9/4/20158:32AMPRINTED:5/9/201312:01PM
6"6"
STANDARD CONSTRUCTION DETAILS
PAVING
MISCELLANEOUS PAVING DETAILSVARIABLERADII
SD-05PVMT-M.DWGLASTSAVED:9/4/20158:35AMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
DRAINAGE
STORM DRAIN DETAILS
1. ALL CONCRETE SHALL BE CLASS "A" (5 BAGS OF CEMENT PER C.Y. AND A MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL EXPOSED CORNERS SHALL BE
CHAMFERED 3/4" UNLESS INCORPORATED INTO SIDEWALK.
2. IN GENERAL, REINFORCING STEEL SHALL BE NO. 4 BARS, ON 12" CENTERS EACH WAY FOR
GUTTER, BOTTOM SLAB, ENDS, AND FRONT AND BACK WALLS, AND NO. 4 BARS ON 6"
CENTERS EACH WAY FOR TOP SLAB IN BOTH INLETS AND EXTENSIONS. ADDITIONAL
REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN.
3. ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL OF INTERMEDIATE
OR HARD GRADE CONFORMING TO ASTM A-15. DEFORMATIONS SHALL CONFORM TO ASTM
A-305-56T.
4. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2".
5. 8'-0" OF EXISTING CURB AND GUTTER UPSTREAM AND 4'-0" OF EXISTING CURB AND GUTTER
DOWNSTREAM SHALL BE REMOVED AND RE-POURED INTEGRALLY WITH EACH INLET.
6. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTER OF BARS.
7. ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING.
8. PRECAST INLETS MUST BE APPROVED BY CITY ENGINEER.
9. ALL STORM SEWER MUST BE VIDEO INSPECTED BY CONTRACTOR. CONTRACTOR SHALL
FURNISH THE CITY WITH DVD FOR APPROVAL PRIOR TO ACCEPTANCE.
10. ALL STORM DRAIN STRUCTURES 36" DEEP OR DEEPER MUST HAVE FIBERGLASS STEPS
INSTALLED.
FRAME TO BE ANCHOR BOLTED
OR CAST INTO JUNCTION BOX
OR INLET
ASSEMBLY TO BE FURNISHED WITH A
CHAIN RETENTION DEVICE.
FRAME AND COVER SHALL BE
EAST JORDAN IRON WORKS
PRODUCT NO. 35506214,
CATALOG NO. 226L BASS LOGO,
"106-4L ASSEMBLY WITH LOCK"
OR APPROVED EQUAL.SD-06DRAIN1.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
DRAINAGE
STORM DRAIN DETAILS
SD-08DRAIN3.DWGLASTSAVED:9/4/20159:00AMPRINTED:5/9/201312:01PMCITY OF
SOUTHLAKE
TEXAS
STORM
SEWER
STANDARD CONSTRUCTION DETAILS
DRAINAGE
STORM DRAIN DETAILS
SD-07DRAIN2.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
SANITARY SEWER DETAILS
STANDARD CONSTRUCTION DETAILS
SEWER
SD-02SEWER.DWGLASTSAVED:9/4/20158:26AMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
UTILITIES
EMBEDMENT DETAILS
2'
12"
6"
6"
6"
6"
12"12"
6"
6"
12"
12"
6"
6"6"6"1/2D1/4D1/4D120°
D
6" (MIN.)
24" MIN.
CLEAR
9'-0"9'-0"
12"12"
8"
12" MIN.
NOTE: TONGUE AND GROOVE PIPE
WILL BE SEALED USING OMNI-FLEX
RUBBER COMPRESSION SEAL OR
APPROVED EQUAL.
1/2 D
4" MIN.
12"
TYP.
D
THE STANDARD EMBEDMENT DETAIL
RELATES TO INSTALLATIONS OUT FROM
UNDER PAVEMENT OR ROADWAY BASE SUCH
AS CROSS-COUNTRY EASEMENT PARKWAYS
OR ANY LOCATIONS NOT SUBJECT TO
PROPOSED STREET PAVEMENT.
6"
1/2 D
1/2 D
4" MIN.
12"
TYP.
DDIA.DIA.VAR.PIPEVAR.BOREDIA.DIA.VAR.PIPEVAR.BORENOTES:
1. ITEM NUMBERS REFER TO THE NORTH CENTRAL
TEXAS COUNCIL OF GOVERNMENTS "STANDARD
SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION".
2. PIPE MAY NOT BE FILLED ABOVE SPRING LINE UNTIL
LOWER PORTION IS COMPACTED TO 95% STANDARD
PROCTOR DENSITY. EMBEDMENT BELOW PIPE SHALL
BE COMPACTED BEFORE PIPE IS LAID. PIPE BELL
SHALL BE DUG OUT.
3. TRENCHES SHALL BE TESTED AT THE RATE OF ONE
TEST PER 300 LINEAR FEET PER 12 INCH LIFT (LOOSE).
TESTS SHALL BE STAGGERED SO THAT TESTS OF
ADJACENT LIFTS ARE NOT DIRECTLY OVER THAT OF
THE PREVIOUS LIFT. IF THE DISTANCE BETWEEN
MANHOLES EXCEEDS 300 FT., A MINIMUM OF TWO
TESTS SHALL BE REQUIRED.
NOTES:
1. BORINGS UNDER ROADWAYS SHALL CONFORM TO THE TEXAS DEPT.
OF TRANSPORTATION UTILITY ACCOMMODATION MANUAL.
2. SEE PLAN AND PROFILE FOR LIMITS OF BORE.
3. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE.
4. IF COMPRESSION TYPE JOINT NOT USED THEN M.J. TYPE SHALL BE
USED AND JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE.
NOTES
1. BORINGS UNDER ROADWAYS SHALL CONFORM TO THE TEXAS STATE
DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION UTILITY
ACCOMMODATION MANUAL.
2. SEE PLAN AND PROFILE FOR LIMITS OF BORE.
3. COMPRESSION TYPE JOINTS TO BE USED IF POSSIBLE.
4. IF COMPRESSION TYPE JOINT NOT USED THEN M.J. TYPE SHALL BE USED AND
JOINTS BOLTED BEFORE PULLING PIPE INTO PLACE.
5. CASING REQUIRED WITH PRESSURE PIPE UNDER NON-RESIDENTIAL PUBLIC
PAVING.
CEMENT TREATED SAND (CTS)
TO TOP OF TRENCH AND
MECHANICALLY COMPACTED
TO 95% STANDARD PROCTOR
DENSITY.
PROPOSED PAVEMENT
SECTION AS SPECIFIED
SAND (ITEM 2.1.8(f))
COMPACTED TO
95% STANDARD
PROCTOR DENSITY
CONCRETE
ENCASEMENT
(3000 P.S.I./28
DAYS)
NOTE:
REFER TO APPLICABLE
DETAILS
(BACKFILL-EMBEDMENT)
AS PER LINE LOCATION
SELECT BACKFILL
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY
FILTER CLOTH COVER OVER
CRUSHED STONE BEDDING
FABRIC TO BE MIRAFI 140 NC
OR APPROVED EQUAL.
FINE CRUSHED ROCK (ITEM
2.1.8(a)) AGGREGATE
GRADE 8 COMPACTED TO
95% STANDARD PROCTOR
DENSITY
PROPOSED PAVEMENT
SECTION AS SPECIFIED
CEMENT TREATED SAND
(CTS) TO TOP OF TRENCH
AND MECHANICALLY
COMPACTED TO 95%
STANDARD PROCTOR
DENSITY.
SAND (ITEM 2.1.8(f))
COMPACTED TO
95% STANDARD
PROCTOR DENSITY
SELECT BACKFILL
COMPACTED TO
95% STANDARD
PROCTOR DENSITY
FINAL BACKFILL
PROPOSED
WATER MAIN
SDR-35 X C-900 BELL
AND SPIGOT ADAPTER
CLASS 150 PRESSURE PIPE WITH WATERTIGHT
JOINTS, SHALL BE USED FOR BOTH EXISTING
AND PROPOSED SEWER MAINS AT ALL WATER
MAIN CROSSINGS IF CLEARANCE IS LESS THAN
9'-0", AND SHALL BE USED TO REPLACE
SECTIONS OF EXISTING SEWER PIPES WHICH
SPAN PROPOSED TRENCHES.
SDR-35 X C-900 BELL
AND SPIGOT ADAPTER
SELECT BACKFILL
COMPACTED TO 95%
STANDARD PROCTOR DENSITY
OR CTS (UNDERNEATH OR
WITHIN 1.0' OF PROPOSED
PAVEMENT LIMITS)
FILTER CLOTH COVER OVER
CRUSHED STONE BEDDING
FABRIC TO BE MIRAFI 140 NC
OR APPROVED EQUAL.
BACKFILL FOR EXCAVATED
SIDES WILL BE CRUSHED STONE
MATERIAL, COMPACTED TO 70%
RELATIVE DENSITY, PLACED IN
12" LIFTS, CONFORMING TO ITEM
2.1.8a GRADE 4.
SELECT BACKFILL (LOCAL
MATERIAL) COMPACTED TO
95% STANDARD PROCTOR
DENSITY.
NATURAL GROUND
GEOTEXTILE FILTER FABRIC,
MIRAFI 140NC
3/4" CRUSHED LIMESTONE
(ITEM 2.18A) GRADE #4 TO
SPRING LINE OF PIPE
PROPOSED PAVEMENT EXISTING PAVEMENT
PAVEMENT
SECTION AS
SPECIFIED
CEMENT TREATED SAND (CTS)
MECHANICALLY COMPACTED TO
95% STANDARD PROCTOR
DENSITY
SELECT BACKFILL (LOCAL MATERIAL)
COMPACTED TO 95% STANDARD
PROCTOR DENSITY.
3/4" CRUSHED LIMESTONE
(ITEM 2.18A) GRADE #4 TO
SPRING LINE OF PIPE
PERIMETER OF BORE TO BE LARGE ENOUGH TO PERMIT THE
CASING TO BE PULLED OR JACKED THROUGH BORED
OPENING. ANNULAR VOIDS BETWEEN CASING AND BORED
HOLE ARE TO BE PRESSURE GROUTED.
ALL CASING WILL BE STEEL PIPE.
DIAMETER AND LENGTH OF CASING
AS PER SPECIFIC LOCATION. (SEE
PLAN & PROFILE SHEETS)
PIPE IN CASING WILL BE INSTALLED WITH RAYCON
CASING SPACERS OR AN APPROVED EQUAL PRODUCT.
THE SPACERS WILL BE LOCATED ON 6 1/2' (FOOT)
CENTERS FOR ALL TYPES OF P.V.C. CARRIER PIPE.
PRESSURE GROUT ANNULAR
SPACE AROUND PIPE
TYP.12"TYP.12"
TYP.
MATCH EXISTING
PAVEMENT COURSE
CEMENT TREATED SAND (CTS) OR CTB
MECHANICALLY COMPACTED TO 95%
STANDARD PROCTOR DENSITY
SELECT BACKFILL (LOCAL
MATERIAL) COMPACTED TO
95% STANDARD PROCTOR
DENSITY.
EXISTING PAVEMENT
COURSE
NORMAL EMBEDMENT
SECTION (SEE
APPROPRIATE DETAIL,
THIS SHEET)VARIES6" MIN.
2'SD-09EMB.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
STANDARD CONSTRUCTION DETAILS
TREES
TREE PROTECTION DETAILS
SD-10TREE.DWGLASTSAVED:9/3/20152:42PMPRINTED:5/9/201312:01PM
10' BUFFER YARD10' BUFFER YARDEXT
1
1
EXT
ETR
1
ETR
1
1
ETRBRUMLOW AVENUETRACT 2
VOL. 388-127, PG. 89
P.R.T.C.T.
ZONED - I1 (LIGHT INDUSTRIAL)
BRUMLOW INDUSTRIAL DISTRICT
NUSTAR LOGISTICS L.P.
D.R.T.C.T.
ZONED - I2 (HEAVY INDUSTRIAL)
DOC. NO. D208041261
S89°26'23"W
592.40'
N89°52'22"W 517.21'N00°35'37"W573.90'N08°40'37"W238.71'S00°18'35"W811.76'TRACT 3
VOL. 388-127, PG. 89
P.R.T.C.T.
ZONED - AG (AGRICULTURAL)
BRUMLOW INDUSTRIAL DISTRICT
ZONED - AG (AGRICULTURAL)
1147.17'S89°40'23"E
(VARIABLE WIDTH RIGHT-OF-WAY)SERVICE DRIVE
94' R.O.W.PLOT DATE AND TIME: 3/11/2024 11:49 AMFILE NAME AND PATH: S:\BLA,Inc Dropbox\BLA,Inc Team Folder\RPG\Rpg-200701 Southlake Serv Cent\04-CD DD\Sheet Files\CD\Rpg-200701 Southlake Serv Cent.dwgSHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)
0 20' 40' 80' 120'
(IN FEET)
B E R K E N B I L E
LANDSCAPE ARCHITECTS
2355 Johnson Rd
Southlake, Tx 76092 (214) 922-9946
SHEET NO.
DRAWN BY:
CHECKED BY:
DATE:
ISSUED FOR PERMIT:
ISSUE FOR PRICING:
REVISIONS:D E S I G N G R O U P , I N C.ARCHITECTURE SPACE PLANNING INTERIORSR P G A101 S. JENNINGS AVE., SUITE 100 FORT WORTH, TEXAS 76104 817.332.9477 FAX 817.332.94872024 by RPGA DESIGN GROUP, INC.
All rights reserved.
The arrangements depicted herein are the
sole property of RPGA DESIGN GROUP, INC.
and may not be reproduced in any form
without its written permission.
C
SHEET DESCRIPTION WWW . RPGAARCHITECTS . COMCITY OF SOUTHLAKE MUNICIPAL SERVICE CENTERTEXASNo. Description Date
SITE PLAN SUBMITTAL FORHARRISON DECKER SURVEY, ABSTRACT NO. 438JOHN N. GIBSON SURVEY, ABSTRACT NO 591SOUTHLAKETARRANT COUNTY1630 & 1638 BRUMLOW AVENUEABSTRACT A 591/A 438 TRACT 2E, 2E07/1A1ZA24-0000
CITY CASE NUMBER:
BLA
03.11.2024
SCB
TC-1
TREE
CONSERVATION
PLAN
SYMBOL CODE QTY COMMON / BOTANICAL NAME REMARKS
EXISTING TREES REMOVED
ETR 33 REMOVE
EXISTING TREE TO BE REMOVED -
SEE TREE CHART AND TREE
IDENTIFICATION NUMBER FOR
TREE SIZE AND SPECIES
EXISTING TREES TO REMAIN
EXT 192 REMAIN
EXISTING TREE TO REMAIN - SEE
TREE CHART AND TREE
IDENTIFICATION NUMBER FOR
TREE SIZE AND SPECIES
TREE PRESERVATION LEGEND
SYMBOL DESCRIPTION QTY DETAIL
TREE PROTECTION FENCE 1,307 LF2-TP
REFERENCE NOTES SCHEDULE
TREE PROTECTION - SOUTHLAKE SIGN
NTS P-CO-PLA1-29
1
B E R K E N B I L E
LANDSCAPE ARCHITECTS
2355 Johnson Rd
Southlake, Tx 76092 (214) 922-9946
SHEET NO.
DRAWN BY:
CHECKED BY:
DATE:
ISSUED FOR PERMIT:
ISSUE FOR PRICING:
REVISIONS:D E S I G N G R O U P , I N C.ARCHITECTURE SPACE PLANNING INTERIORSR P G A101 S. JENNINGS AVE., SUITE 100 FORT WORTH, TEXAS 76104 817.332.9477 FAX 817.332.94872024 by RPGA DESIGN GROUP, INC.
All rights reserved.
The arrangements depicted herein are the
sole property of RPGA DESIGN GROUP, INC.
and may not be reproduced in any form
without its written permission.
C
SHEET DESCRIPTION WWW . RPGAARCHITECTS . COMCITY OF SOUTHLAKE MUNICIPAL SERVICE CENTERTEXASNo. Description Date
SITE PLAN SUBMITTAL FORHARRISON DECKER SURVEY, ABSTRACT NO. 438JOHN N. GIBSON SURVEY, ABSTRACT NO 591SOUTHLAKETARRANT COUNTY1630 & 1638 BRUMLOW AVENUEABSTRACT A 591/A 438 TRACT 2E, 2E07/1A1ZA24-0000
CITY CASE NUMBER:
BLA
03.11.2024
SCB
TC-2
TREE CONSERVATION
IDENTIFICATION
CHARTSPLOT DATE AND TIME: 3/11/2024 11:50 AMFILE NAME AND PATH: S:\BLA,Inc Dropbox\BLA,Inc Team Folder\RPG\Rpg-200701 Southlake Serv Cent\04-CD DD\Sheet Files\CD\Rpg-200701 Southlake Serv Cent.dwgSHEET SIZE: ARCH FULL BLEED D (36.00 X 24.00 INCHES)