HomeMy WebLinkAboutItem 29 - FP Lakeside Trade Center Phase 3 MEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL,
AND THE PLANNING & ZONING COMMISSION
FROM: BRUNO RUMBELOW, CITY MANAGER
MEETING DATE May 19, 2026
SUBJECT: FINAL PLAT APPLICATION
LOT 1, BLOCK 1, LAKESIDE TRADE CENTER PHASE 3
PLAT APPLICATION FILING DATE.......................................................February 6, 2026
APPLICANT .............................................................................David Spann, Atwell, LLC.
REASON FOR APPLICATION .................................................... Final platting one (1) lot
PROPERTY LOCATION ................................................................. 4400 Lakeside Pkwy.
ACREAGE................................................................................................................ 5.413
ZONING .............................................................................. Existing: "BP" Business Park
NUMBER OF LOTS ..............................................................................................One (1)
PREVIOUS PLATTING .................................................................................................No
CONCEPTPLAN ........................................................................................................Yes
SITE PLAN.......................................................................................................... SP26-01
OPEN SPACE REQUIREMENT....................................................................................No
AVIGATION RELEASE ...............................................................................................Yes
PUBLIC HEARING REQUIRED ....................................................................................No
PLAT INFORMATION SHEET
FINAL PLAT APPLICATION
LOT 1, BLOCK 1, LAKESIDE TRADE CENTER PHASE 3
I. GENERAL:
• The applicant, David Spann, Atwell, LLC., is final platting 5.413 acres into one
(1) lot from an unplatted tract of property. The property is currently zoned: "BP",
Business Park. Property is located at 4400 Lakeside Parkway.
II. STREET SYSTEM:
• The development has access to Lakeside Parkway.
• Abutting roads: ❑ is on the City Thoroughfare Plan-
® are not on the City Thoroughfare Plan:
Lakeside Parkway
• Curb, Gutter & Sidewalk:❑ Developer required to build curb, gutter and
sidewalk
® Curb, gutter and sidewalk exist across the frontage of proposed lot
❑ Periphery Street Fees are due as follows:
Type of Roadway Cost / LF Length Cost
❑ Major Arterial (A) $ 234.57 / LF
❑ Major Arterial (B) $ 178.35 / LF
❑ Minor Arterial (C) $ 203.06 / LF
❑ Minor Arterial (D) $ 170.33 / LF
❑ Collector (E) $ 170.33 / LF
❑ Collector (F) $ 150.98 / LF
❑ Sidewalk $ 25.00 / LF
❑ Curb & Gutter $ 15.00 / LF
® Periphery Street Fees are not due:
III. STORM DRAINAGE SYSTEM:
• The site drains east to Denton Creek.
• The developer will be required to design for onsite as well as offsite drainage in
accordance with the requirements of the City of Grapevine's Code of
Ordinances.
IV. WATER SYSTEM:
❑ The existing water supply system bordering the subject site is adequate to
serve the development.
® The existing water supply system bordering the subject site is not adequate
to serve the development. Additional off-site water system improvements will
be necessary to loop water service to serve the site.
® An Interlocal Agreement with Flower Mound must be approved for the
development's water supply.
V. SANITARY SEWER SYSTEM:
❑ The existing sanitary sewer collection system bordering the subject site is
adequate to serve the development.
® The existing sanitary sewer collection system bordering the subject site is
not adequate to serve the development. Owner has submitted construction
plans to extend sanitary sewer to this property.
® An Interlocal Agreement with Flower Mound must be approved for the
development's sanitary sewer collection.
VI. MISCELLANEOUS-
® Water and Wastewater Impact Fees are not required-
- Per Interlocal Agreement with Flower Mound.
❑ Water and Wastewater Impact Fees are due prior to the issuance of building
permits for Lot 1, Block 1, Lakeside Trade Center Phase 3.
❑ Single Family Residential ( $ 2,388/ Lot)
❑ Multifamily ( $ 1,049/ Unit)
❑ Hotel ( $ 43,606/Acre)
❑ Corporate Office ( $ 20,572/Acre)
❑ Government ( $ 4,426/Acre)
❑ Commercial / Industrial ( $ 5,670/Acre)
® Open Space Fees are not required for:
❑ Open Space Fees are due prior to the preconstruction meeting for public
infrastructure improvements for: Lot 1, Block 1, Lakeside Trade Center
Phase 3.
❑ R-5.0, R-TH, Zero Lot District ( $ 1,416.00 / Lot)
❑ R-7.5, Single Family District ( $ 1,146.00 / Lot)
❑ R-12.5, Single Family District ( $ 1,071.00 / Lot)
❑ R-20.0, Single Family District ( $807.00 / Lot)
❑ Public Hearing Only
❑ Variances were required on the following items:
❑ Rear building lines
❑ Reduce minimum distances between primary and secondary
structures from 40 to 20 feet.
❑ Exceed maximum building height of 50 feet in CC zoning
❑ Lot depth;
❑ Max. Impervious Area
❑ Landscaping Regulations, allowing no landscape buffer between the
edge of the parking area and the adjacent property line.
❑ The following items associated with this plat are not in accordance with the
current subdivision standards:
❑ 50' ROW dedication not met:
❑ Length of cul-de-sac street exceeds the 600-foot limit:
❑ Driveway Spacing not met.
VII. STATEMENT OF FINDINGS:
A. The City has determined that the right-of-way and easements required to be
dedicated for streets, utilities, drainage, access, sidewalks and other
municipal needs and services are consistent with the City's ordinances and
master plan, are reasonable and are connected to the proposed project in
the following manner:
❑ The right-of-way provides for future widening of public streets that will
serve the development of this site.
❑ The onsite utility easements provide for a utility network to serve the
development of this site.
❑ The onsite drainage easements provide for a drainage network to
serve the development of this site.
❑ The onsite access easements provide cross access capabilities to
this site and surrounding property.
❑ The onsite sidewalk easements provide for a sidewalk network to
serve the development of this site.
B. The City further finds that the required dedication is related both in nature
and extent to the impact of the proposed development as follows:
❑ The right-of-way is necessary to provide for future widening of public
streets that will serve the development of this site.
❑ The onsite utility easements are necessary to provide for a utility
system to serve this development and connect to existing utilities on
surrounding property.
❑ The onsite drainage easements are necessary to provide for storm
drainage improvements to serve the development of the site.
❑ The onsite access easements are necessary to provide cross access
capabilities to this site and surrounding property.
❑ The onsite sidewalk easements are necessary to provide for a
sidewalk network to serve the development of this site.
❑ All of the dedications benefit the development to at least the extent of
the impact of such on the development.
VIII. RECOMMENDATION:
The members of the City Council and The Planning & Zoning Commission
consider the following motion: "Move that the City Council (Planning and Zoning
Commission) approve the Statement of Findings and the Final Plat of Lot 1,
Block 1, Lakeside Trade Center Phase 3."
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MR JmM9 CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD LINE BEARING LENGTH CHAIRI.MN xa 3
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2617'57' 24D.50' 11D.39' 477-'191 1OD.42' MOMFINERICAL LOT APPROVAL DOES NOTAUTHORIZE ANY WORK IN CONFLICT C FATT SURVEY,ABSTRACT NO.atslel A —A., PART OF THE L C WITH ANY CODES OR ORDINANCES.
9Dr35- 240.50- 38.3V N5-O`25-E - 1797,C-OF
27' GRA DATE,DALLAS COUNTY,TEXAS
ZONING:SO—
OF'BUSINESS PARK" PLANNING SERVICES DEPARTMENT
conam APRIL 1,2026
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DUNCAN LN SPINKS RD
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X DEMTOM COUMTY
DALLAS COUNTY
I \ /\ 20' UTILITY EASEMENT
CAB. V, PG. 260 LOT 2H / FLOOD HAZARD NOTE.• s�o�
\ SrTr
O.P.R.D.C.T. (DENTON COUNTY) /,• I A'�r�y
60' ACCESS & UTILITY EASEMENT BLOCK Q° VARIABLE WIDTH ACCESS EASEMENT � / 0 UTILITY EAS NT I �
e e BP VOL. 2004081, PG. 00083
CAB. V, PG. 260 �QC�C��SODC� �O�QDC� 'CAB. v, Pc.
O.P.R.D.C.T. (DENTON COUNTY) ������ p�Q�� D.R.D.C.T. (DALLAS COUNTY) / O.P.R.D.C.T. DENTON UNTY) According to Community Panel Number 48113C0135K, dated July 7, 2014, of the Federal
I \ DOC. NO. 2004-52819 /\ \ 20' UTILITY EASEMENT (PRIVATE) VOL. w PG. 320 D.R.D.C.T. (DENTON COUN ) / Emergency Management Agency,National Flood Insurance Program, and subject to LOMR ENTERPRISE RD
,Z•
\ CAB V, PG. 260 P.R.D.C.T. (DENTON COUNTY) / 11-06-4512P effective 12/10/2012, a portion of this property lies within Zone "X" (Other
\\ O.P.R.D.C.T. (DENTON COUNTY) VOL. 2005111 PG. 54 O.P.R.D.C.T. (DENTON COUNTY) � 1 Areas).,
Zone "AE" (Special Flood Hazard Areas (SFHAs) Subject to Inundation by the 1% Annual
\ 2 Chance Flood) is defined as the 1% chance flood (100-year flood), also known as the base VICINITY MAP
05 I \ / �O4 �� I /o flood, is the flood that has a 1% chance of being equaled or exceeded in any given year. the ,
00 0 I Special Flod Hazard Area is the area subject to flooding by the 1 annual chance flod. SCALE 1 -2000
I 1 \ 2� — -�;� � � ". W_ — / BLOC K Q Areas of Special Flood Hazard include Zone AE. The Base Flood Elevation is the
water-surface elevation of the 1% annual chance flood. Zone "AE" has Base Flood
w w \ 'per \ 2 1____———— —————___ 1 �� `� OC�4C0 p�IQ�SC; Elevations determined.
Of cjf 2_ O / VOL. W PG. 320
D \ �7 Vry ��� \\` ___��� i N / O.P.R.D.C.T. (DENTON COUNTY) Zone "X" (Other Flood Areas) is defined as Areas of 0.2%annual chance flood; areas of 1%
�' �N / OUTLINE OF VOL. 2005111 PG. 54 annual chance flood with average depths of less than 1 foot or with drainage areas less than 1
Q ' Q WOODED AREA / UJ O.P.R.D.C.T. (DENTON COUNTY) square mile; and areas protected by levees from 1%annual chance flood.
I
o \ ✓ �L 3 1 25'SETBACKUIDING / I Zone "X" (Other Areas) is defined as Other Areas determined to be outside the 0.2%annual
>_ : \ qb chance floodplain.
OA I � "BP" VOL.INWG PG.A320 ENT
b (3 L04 I LAKESIDE TRADE CENTER o'�� / p P.R.D.C.T.
\ I '� �• I O If this site is not within a special flood hazard area, this statement does not imply that the
I LOCK Q \ I PHASE 3 �'�j°` property and/or the structures thereon will be free from flooding or flood damage. On rare
L&KIE2901E TRADE ` � i 5.413 ACRES (235,792 Sq. Ft.) /' / occasions, greater floods can and will occur and flood heights may be increased by man GRAPHIC SCALE
CENTER PH&SE 2 ' 1 I / �� 89.48'57"E 8.52' made or natural causes. This statement shall not create liability on the part of the surveyor. 0 50 75 100 150
VOL. W PG. 320
P.R.D.C.T. (DENTON COUNTY) I LOT 1, BLOCK 1 /
VOL. 2005111 PG. 54 I
P.R.D.C.T. (DENTON COUNTY) I /' - - - IN FEET
Min. FF = 478.0' /� 1 1 1 inch = 50 )ft.
\ I 4400 LAKESIDE, LLC
\I I I INST. NO. 2002500041208, rp0 (ON
—
I
�30'
O.P.R.D.C.T. GJ 25' REAR YARD LINE
`L / VOL. 200511 PG. 54
f 1I BUILDING i�
O.P.R.D.C.T. (DENTON COUNTY)SETBACK I PROPERTY BOUNDARY LEGEND
00
____ I • 1 = FOUND 1/2" IRON ROD YELLOW
WOUTLINE OF OODED AREA J M I LINE TABLE
CAP MARKED "HALFF"
LINE BEARING LENGTH •2 = FOUND 1/2" IRON ROD RED CAP
\\ ULTIMATE 100-YR\ I MARKED "GATEWAY SERVICES"FLOODPLAIN BP O L1 N39'23'54"E 21.03' 93 = FOUND 1/2" IRON ROD YELLOW
/ L2 N63'53'41"E 32.47' CAP ILLEGIBLE
AP 0XIMAy�\FL00D HAZAR - ZONE X M I
/ ( THER FLOOD AREAS) DRAINAGE EASEMENT
•4 = POINT FOR CORNER
\ O P.R.VOL W,T.
320 I L3 N04'15'15"W 28.94'
I APPROXIMATE SPECIAL O P.R.D.C.T. •5 SET 5/8" IRON ROD YELLOW CAP
/) FLOOD HAZARD AREA U) I r MARKED "MANHARD CONSULTING"
\ Vv, / ,� - ZONE AE L4 S39'23 54 W 1.03
q) = PROPERTY LINE
D.R.D.C.T. = DEED RECORDS DENTON COUNTY TEXAS
' 15' BUILDING SETBACK
` j1 I CURVE TABLE O.P.R.D.C.T = OFFICIAL PUBLIC RECORDS DENTON COUNTY TEXAS
m I N=7045546.51` 1 r l "BP" = ZONE BUSINESS PARK DISTRICT
E=2418976.60 \ CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD
LIMITED SURFACE USE EASEMENT
L4
S.P.C.S. NAD83 / 3.086 ACRES I
200 SQ.FT. DEDICATED L3 / 70' BRAZOS ELEC IC POWER EASEME VOL 2004081, PG. 00099 AND I C1 57'04'28" 298.00' 296.85' N10'51'39"E 284.73'
FOR R.O.W. AND FINAL JUDGE �
N0. CV-92-00453-C DRAINAGE EASEMENT RE-RECORDED IN VOL.2004133, PG. 0028
UTILITY PURPOSES FINAL 3.288 ACRE D.R.D.C.T. (DENTON COUNTY) � C2 90'00'00" 44.79' 70.36' N27'19'25"E 63,34'
C.T. (D TON COUNTY)
BY THIS PLAT \ / DOC NO. 2004-52820 AND F-
RE-RECORDED UNDER I � C3 12'1420" 195.50' 41.76' N83'41'38"E 41.68'
\ � � DOC NO. 2204-92038 (DENTON COUNTY) J PLANNING &ZONING COMMISSION: GRAPEVINE CITY COUNCIL:
J r » r r r " r
Q I C4 26'17 57 240.50 110.39 N77'03 19 E 109.42
a \ 1 140' X 100' DRAINAGE EASEMENT I V) I I I I Date Approved: Date Approved:
I 130• VOL. 4614 PG. 1355 3:Z I D.R.D.C.T. (DENTON COUNTY) w C5 9'07'35" 240.50' 38.31' N59'20'25"E 38.27'
J I Chairman: Mayor:
�� X, 1g1> \ Secretary: City Secretary:
DO
'°G .O \`SA- \ N89'44'10"W 99.84' LO7 3cna- / 9z/c '9 ��A3 / _ _ o BLOCK &
D LNE
VOLSI200511DE RPG.I 54 0EHUEQ MUSE 2
r I
?� P.R.D.C.T. (DENTON COUNTY VOL. w PG. 320 AREA TABLE FINAL PLAT
o z � � F-
� �O � ^� � •,S' \ P.R.D.C.T. (DENTON COUNTY)
O U O C) U D.C. 20DENT PG. 54 LAKESIDE TRADE CENTER LAKESIDE TRADE CENTER
> U U U I P.R.D.C.T. (DENTON COUNTY)
N o z z w / PHASE 3
a- D C) Q z Q \ sow 0 5.413 ACRES (235,792 Sq. Ft.)
PHASE 3
0 o M -0.006 ACRE (200 Sq. Ft.) Owner
w \ N \ B P Q > ROW DEDICATION
o � \ w 40400225 Sherbdrook Ln,
e,LLC LOT 1 BLOCK 1
w -3.
\ s > > Dallas, Texas 75229
5. 413 ACRES
" 1 \ 3 288 ACRE (143220 Sq. Ft.)
1 \ \ 00 ? � EASEMENT DEDICATION
O \ 30' ACCESS EASEMENT I (214)580-6317 1 LOT
\ VOL. 200511 PG. 54 William Daniell PART OF THE
P.R.D.C.T. (DENTON COUNTY) I U Net 5.408 ACRES (235,592 Sq. Ft.) will@sherbrookints.com
\ \ \ �� / I o of J. C. MOFFATT SURVEY, ABSTRACT NO. 1797,
\ \ I U surveyor GRAPEVINE, DALLAS COUNTY, TEXAS
Atwell, LLC
o 8144 Walnut Hill Lane ZONING: "BP" BUSINESS PARK
\ \ A Loo / O' -� m Suite 750
Dallas TX 75231
I Qc ooST / \ S ��o� \ (469) 972-7815 MAY 2 0 2 6
\ >> q / A7 S 4 I Paul Hubert RPLS
\��F,LT�o� / �S`9�6j��G'i,),\ I phubert@atwell.com S P 2 6—01
/ �ti .,1� w
\ otisA F 9 ti o
\ �'0 5 Engineer w
G \�
\ 4,T Atwell, LLC
8144 Walnut Hill Lane
D Suite 750an r a \ \ \ \ I Dallas,TX 75231
TM J
75
z Lane Spann C 0 N S U L T ' N C
NOTE: lspann@atwell.com 8144 Walnut Hill Lane, Suite 750, Dallas, TX 75231 ph:972.972.4250 manhard.com
o THE PURPOSE OF THIS PLAT IS TO CONSTRUCT A 59,904 SQ. FT. INDUSTRIAL BUILDING Civil Engineers I Surveyors I Water Resource Engineers I Water & Waste Water Engineers o
Construction Managers I Environmental Scientists I Landscape Architects I Planners
Texas Board of Professional Engineers&Land Surveyors Reg. No. F-10194754 (Surv), F-22053(Eng)
N THIS PLAT FILED ON: PROJ.MGR.: PH ISSUE DATE: 5�4�26 CODE: SHEETzt
INSTRUMENT No. #D DRAWN BY: CP SCALE: 1� = 50, 611.183001 1 OF 2 0
O N
OWNER'S CERTIFICATE AVIGATION RELEASE
STATE OF TEXAS § STATE OF TEXAS §
COUNTY OF DALLAS § COUNTY OF DALLAS §
WHEREAS 4400 LAKESIDE,L.P. is the owner of a 5.413 acre tract of land located in the J. C. Moffatt Survey,Abstract WHEREAS,4400 LAKESIDE,L.P.,hereinafter called"Owner" (whether one or more), is the owner of that certain parcel of land
No. 1797, City of Grapevine, Dallas County Texas and being more particularly described as follows: situated in the City of Grapevine, Dallas County, Texas,being said property as described as shown on this plat.
BEGINNING at a set 5/8-inch iron rod with yellow cap stamped"MANHARD CONSULTING"(set iron rod)for the NOW THEREFORE, in consideration of the sum of ONE AND 00/100($1.00) DOLLAR and other good and valuable
southeast corner of the herein described 5.413 acres,being southwesterly corner of Lot 3,Block A,Lakeside Trade Center consideration,the receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does hereby waive,
Phase 11 an Addition to the Town of Flower Mound Denton CountyTexas and the City of Grapevine, Dallas County Texas release, remise and quitclaim to the City of Grapevine, Tarrant County,Texas,the Dallas-Fort Worth International Airport Board,
' ty P ty
as recorded in Volume W,Page 323,Plat Records,Denton County Texas, and being in the northerly right of way line of the Cities of Dallas, Texas and Fort Worth,Texas,their successors and assigns,hereinafter called"Cities", for the use and benefit
Lakeside Parkway(120' right of way); of the public and its agencies,any and all claims for damages of any kind to persons or property that Owner may suffer by reason
of the passage and flight of all aircraft in the air space above Owners property above the height restriction as presently established
by Ordinance No. 73-50 for the City of Grapevine,known as the Airport Zoning Ordinance of the Dallas-Fort Worth International
THENCE N 47054'24" W with said right of way line, a distance of 527.15 feet to a point for a southeast corner of Lot 2 of Airport,to an infinite height above same,whether such damage shall originate from noise,vibration, fumes, dust, fuel and
said Addition, and the southeast corner of that Access Easement as recorded in Document No. 2004-52819, Official Public lubricant particles,and all other effects that my be caused by the operation of aircraft, landing at, or taking off from,or operating
Records Denton County, Texas, from said point a found 1/2" iron rod with a yellow plastic cap stamped "HALFF at or on the Dallas-Fort Worth International Airport.
ASSOCIATES, INC." (HALFF CAP)bears N 20°06' E,2.3 feet;
This instrument does not release the owners or operators of aircraft from liability for damage to person or property caused by
THENCE departing said right of way line, and northerly and easterly with the line for Lot 2 and said Access Easement as falling aircraft or falling physical objects from aircraft, except as stated herein with respect to noise, fumes, dust, fuel, and
follows: lubricant particles.
N 39°23'54"E, a distance of 21.03 feet to a found and HALFF CAP for the beginning of a curve:
Along the arc of said curve to the left, having a radius of 298.00 feet, a central angle of 57°04'28", an arc length of
296.85 feet and a chord of N 10°5 V 39" E, 284.73 feet to a found '/2-inch iron rod with yellow cap (unreadable) for a It is agreed that this Release shall be binding upon said owner and his heirs and assigns, and successors in interest to said property;
point of reverse curvature; and it is further agreed that this instrument shall be a covenant running with the land, and shall be recorded in the Deed Records of
Along the arc of said curve to the right,having a radius of 44.79 feet, a central angle of 90°00'00",an arc length of 70.36 the county or counties in which the property is situated.
feet, and a chord of N 27°19'25" E, 63.34 feet to a found 1/2" iron rod with red cap stamped "GATEWAY SERVICES"
for a point of compound curvature; EXECUTED at ,Texas,this day of,2026.
Along the arc of said curve to the left,having a radius of 195.50 feet, a central angle of 12°14'20", an arc length of 41.76
feet,and a chord of N 83°4P38"E,41.68 feet to a found HALFF CAP for the end of said curve;
S 89°47'49"E,a distance of 175.76 feet to a found HALFF CAP for the beginning of a curve;
Along the arc of said curve to the left,having a radius distance of 240.50 feet, a central angle of 26°17'57", an arc length OWNER
of 110.39 feet, and a chord of N 77°03'19"E, 109.42 feet to a found HALFF CAP for the end of said curve;
The State of
N 63°53'41" E, a distance of 32.47 feet to a found '/z-inch iron rod with red cap marked "GATEWAY" for the
beginning of a curve; County of
Along the arc of said curve to the left having a radius distance of 240.50 feet, a central angle of 09°07' 35", an arc length Before me on this day personally appeared
of 38.31, and a chord of N 59°20' 25"E, a distance of 38.27 feet to a found HALFF CAP; known to me (or proved to me on the oath of
or through (description of identity
card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to
THENCE S 00045'15" E leaving said Access Easement,a distance of 203.12 feet to a found HALFF CAP; me that he executed the same for the purposes and consideration therein expressed.
THENCE N 89°48'S7"E, a distance of 8.52 feet to a found HALFF CAP; Given under my hand and seal of office this day of A.D. 20
Q
THENCE S 000 13'49"W, a distance of 327.82 feet to a point for corner;
Notary Signature
THENCE N 89044'10"W, a distance of 99.84 feet to a found 1/2-inch iron rod with illegible cap;
THENCE S 00012'08"W, a distance of 237.37 feet to the POINT OF BEGINNING containing 5.413 acres of land. more or PLANNING &ZONING COMMISSION: GRAPEVINE CITY COUNCIL:
less.
Date Approved: Date Approved:
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT 4400
a Lakeside, L.P. does hereby adopt this plat of LAKESIDE TRADE CENTER, PHASE 3, Lot 1, Block 1, an Addition to Chairman: Mayor:
J
z the City of Grapevine, Dallas County, Texas, and does hereby dedicate to the public use forever the right-of-way and
easements shown hereon. The easements shown hereon are hereby reserved for the purposes as indicated. The utility Secretary: City Secretary:
easements shall be open for all City or franchised public utilities for each particular use. The maintenance of paving
on the easements is the responsibility of the property owner. No buildings or auxiliary structures shall be constructed,
Cn reconstructed, or placed upon, over, or across the easements as shown. Said easements being hereby reserved for the
o mutual use and accommodation of all public utilities using, or desiring to use same. Any City or franchised utility shall
have the full right to remove and keep removed all or parts of any fences, trees, shrubs, or other improvements or
agrowths which in any way endanger or interfere with the construction, maintenance, or efficiency of its respective
system on the easements and all City or franchised utilities shall at all times have the full right of ingress and egress to
3 and from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling,
0
maintaining, and adding to or removing all or parts of its respective system without the necessity at any time of FINAL PLAT
procuring the permission of anyone.
LAKESIDE TRADE
CENTER
"1 have reviewed the City's findings concerning dedications and I do agree that the statements are true and correct." PHASE 3
This plat approved subject to all platting ordinances,rules,regulations, and resolutions of the City of Grapevine, Texas.
Witness my hand this the day of , 20 LOT 1 BLOCK 1
3 5. 413 ACRES
Y
1 LOT
(Signature of Owner) Owner
OOLakeside, LLC PART OF THE
(Title) SURVEYOR DECLARATION 10225 SherbrookLn, J. C. MOFFATT SURVEY, ABSTRACT NO. 1797,
The State of Dallas, Texas 75229
(214) 580-6317 GRAPEVINE, DALLAS COUNTY, TEXAS
o KNOW ALL MEN BY THESE PRESENTS: William Daniell ZONING: "BP" BUSINESS PARK
County of
N That I,Paul Hubert,of Atwell LLC, and a Registered Prossional Land Survey in the State of Texas, do hereby declare will@sherbrookints.com
Before me on this day personally appeared that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon MAY 2026
known to me or roved to me on the oath of as set were properly laced under m personal supervision in accordance with the Platting Rules and Regulations of Surveyor
( P P P YP YP P g g
8 or through (description of identity the State of Texas and the City of Grapevine. Atwell,LLC S P 2 6— 01
8144 Walnut Hill Lane
card or other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged to NOT T O B,�f� PORDED Suite 750
-C me that he executed the same for the purposes and consideration therein expressed. Dallas, TX 75231 N
00 Given under my hand and seal of office this day of A.D. 20 (469) 972-7815 Of
W
FORA , O S E Paul Hubert,RPLS
/�
.. ** ,� phubert@atwell.comn h�
a � b r 10 rdTM J
Paul Hubert A 1Q� ��?T Engineer
Notary Signature i� Atwell,LLCC 0 N S U L T I N C z
z Texas Registered Professional Land Surveyor l�ty �1� 8144 Walnut Hill Lane 8144 Walnut Hill Lane, Suite 750, Dallas, TX 75231 ph:972.972.4250 manhard.com s
o Suite 750 Civil Engineers I Surveyors I Water Resource Engineers I Water & Waste Water Engineers Z
Dallas, TX 75231 Construction Managers I Environmental Scientists I Landscape Architects I Planners o
(972) 972-4275 Texas Board of Professional Engineers& Land Surveyors Reg. No. F-10194754 (Sure), F-22053 (Eng)
o ane Spann
PROJ.MGR.: ?H ISSUE DATE: 5�4�26 CODE: SHEET
ILspann@atwell.com
DRAWN BY: SCALE: 611.183001 2 OF 2 0
CID 1* = 50
0