HomeMy WebLinkAboutItem 28 - PP 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: PRELIMINARY 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 ............................. Preliminary platting one (1) lot from an
unplatted tract of land
PROPERTY LOCATION ................................................................. 4400 Lakeside Pkwy.
ACREAGE................................................................................................................ 5.413
ZONING .............................................................................. Existing: "BP" Business Park
NUMBER OF LOTS ..............................................................................................One (1)
PREVIOUS PLATTING .................................................................................................No
CONCEPTPLAN ........................................................................................................Yes
SITEPLAN....................................................................................................................No
OPEN SPACE REQUIREMENT....................................................................................No
AVIGATION RELEASE .................................................................................................No
PUBLIC HEARING REQUIRED ....................................................................................No
PLAT INFORMATION SHEET
PRELIMINARY PLAT APPLICATION
LOT 1, BLOCK 1, LAKESIDE TRADE CENTER PHASE 3
I. GENERAL:
• The applicant, David Spann, Atwell, LLC., is preliminary 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 Preliminary Plat of Lot
1, Block 1, Lakeside Trade Center Phase 3."
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CIMSENAME R400II-ARESIDEPIONY
CITY OF GRAPEVINE
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S-d,d Notes fl,Sift IM L-dI RoPs III NE CASE NUMBER:S—1
IL I FAR CRT ICAR 1'�R.L�N4E LOCATION:0 LAKESIDE FKAY,DA—S,TX5
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..1— CUR PT TABLE 7—UNE—TA—.7--�
MR JmM9 CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD LINE BEARING LENGTH CHAIRI.MN xa 3
$IT�,PLAN DATE
g C, 5710428' 298.00' 296.eV NTOF51'DE'D 284.73' Ll N39PO3'54-E 21.03'
01.71. YI I R
C, 9-0 GO" 44.7W 70.3W N27 19 2IYE 63.3� ITAKESIDE ITRADEECENTER PEASE 3 SHEET: 2 OF
........ c, 1214'20" 195.50' R1.76' N-1'3B"E 41.68' OT 1 LOOK A
I P.—�1A NAY.— 5.413 ACRES re
1,_EA F. 111, Z.-d N-
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
El —
LEGEND DESCRIPTION
Q •1 = FOUND 1/2" IRON ROD YELLOW WHEREAS 4400 LAKESIDE,L.P. is the owner of a 5.413 acre tract of land located in the J. C. Moffatt Survey,
DUNCAN LN SPINKS RD CAP MARKED "HALFF"
Abstract No. 1797, City of Grapevine,Dallas County Texas and being more particularly described as follows:
O 2 FOUND 1/2" IRON ROD RED CAP
M ®19ffON COSY MARKED "GATEWAY SERVICES"
D ®ACAS COUNTYp BEGINNING at a set 5/8-inch iron rod with yellow cap stamped"MANHARD CONSULTING" (set iron rod) for
3 FOUND 1/2" IRON ROD YELLOW the southeast corner of the herein described 5.413 acres,being southwesterly corner of Lot 3,Block A,Lakeside
(4 CAP ILLEGIBLE Trade Center Phase II, an Addition to the Town of Flower Mound, Denton County Texas and the City of
V 'I 94 = POINT FOR CORNER Grapevine, Dallas County Texas, as recorded in Volume W, Page 323,Plat Records, Denton County Texas, and
•5 = SET 5/8" IRON ROD YELLOW CAP GRAPHIC SCALE being in the northerly right of way line of Lakeside Parkway(120' right of way);
�I MARKED "MANHARD CONSULTING" 0 50 75 100 150
PROPERTY LINE 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
ENTERPRISE RD -X D.R.D.C.T. = DEED RECORDS DENTON COUNTY TEXAS Lot 2 of said Addition, and the southeast corner of that Access Easement as recorded in Document No.
O.P.R.D.C.T = OFFICIAL PUBLIC RECORDS DENTON COUNTY TEXAS ( IN FEET ) 2004-52819, Official Public Records Denton County, Texas, from said point a found 1/2" iron rod with a yellow
B.P. = ZONE "BUSINESS PARK" 1 inch = 50 ft. plastic cap stamped"HALFF ASSOCIATES, INC." (HALFF CAP)bears N 20°06' E, 2.3 feet;
20' UTILITY EASEMENT
' \ CAB. V, PG. 260 LOT 2H / THENCE departing said right of way line, and northerly and easterly with the line for Lot 2 and said Access
\ I O.P.R.D.C.T. (DENTON COUNTY) / /.•
LOCK Q VARIABLE WIDTH ACCESS EASEMENT / / I Easement as follows:
60' ACCESS & UTILITY EASEMENT B.P. 0 UTILITY EAS NT
CAB. v, PG. 260 �..__ �Q �OQQ VOL. 2004 PG�_oergs�" /� ) N 39°23'54"E, a distance of 21.03 feet to a found and HALFF CAP for the beginning of a curve:
P.R.D.C.T. (DENTON COUNTY) o ° e 91<L D T LINTY 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
\ \ 20,-U-T4tRY-EASEM€_t -_`I z"V -T€� length of 296.85 feet and a chord of N 10°51' 39" E, 284.73 feet to a found %2-inch iron rod with yellow cap
__VOL. 2005111 PG. 54 (unreadable) for a point of reverse curvature;
\ \ �. c7r. 8- -4DE�1 1_T1 CQLIALT
TON COUNTY - Along the arc of said curve to the right, having a radius of 44.79 feet, a central angle of 90100'00", an arc
length of 70.36 feet, and a chord of N 27°19'25" E, 63.34 feet to a found 1/2" iron rod with red cap stamped
LO4 2R "GATEWAY SERVICES" for a point of compound curvature;
BLOCK Q ( ' Along the arc of said curve to the left, having aradius of 195.50 feet, a central angle of 12°14'20", an arc
?iJ1 \ E- -1-7 `7W_ _ G°�KEMBE TRAP length of 41.76 feet, and a chord of N 83 41 38" E, 41.68 feet to a found HALFF CAP for the end of said
/ �--- e � curve;
to _------- --_ -1- - / C�C��nVER [PHASE
2 _ r\ _=- .. _.___-`,.,_,..____J____,_�-�-1\ 490/ ' ' VOL. w Pc. 320 ' ! S 89°47'49"E, a distance of 175.76 feet to a found HALFF CAP for the beginning of a curve;
O.P.R.D.C.T. (DENTON CO�NT )
w� Vry ,� / - / �' VOL. zoo5111 PG. �Nl
Along the arc of said curve to the left, having a radius distance of 240.50 feet, a central angle of 26°17'57",
. �0 r i�O.F__ O.P.R.D.C.T. (DENTON C ) an arc length of 110.39 feet, and a chord of N 77'03'19" E, 109.42 feet to a found HALFF CAP for the end
3DED AR f ;
of said curve;
w \ 25'..13111LDING \ I
3 SETBACK, _,L*KESS0E TRA ENTER- 1 r ! DRAINAG � E 4MENT I N 63°53'41" E a distance of 32.47 feet to a found 1/2-inch iron rod with red cap marked "GATEWAY" for
\ \ /• B.P. VOL. w, G 30 (
I $ i P.R.D.C. / i the beginning of a curve;
LAKES E ABE � � �/ I � Along the arc of said curve to the left having a radius distance of 240.50 feet, a central angle of 09 07 35 ,
(c;EH4[ R Q 1 I L CK / 89.48'57"E 8.52' ! an arc length of 38.31,and a chord of N 59°20' 25"E, a distance of 38.27 feet to a found HALFF CAP;
VOL. W PG. 32 •�� --
P.R.D.(.T. (DENTON OUNTY) I
VOL. 200511 . 54 I - = 478• r /�' THENCE S 00045'15" E leaving said Access Easement, a distance of 203.12 feet to a found HALFF CAP;
P.R.D NTON COUNTY) 1 1
6 4 0 LAKESIDE, LL �
NO. 041208, THENCE N 890
48'57"E, a distance of 8.52 feet to a found HALFF CAP;
--
mO.P.R.D.C.T. j-
1 .._._,,25` REAR YARD LINE
VOL. 200511 PG. 54 THENCE S 000 13'49"W, a distance of 327.82 feet to a point for corner;
\ I - I ' 0' BUIL G \ /� �o O.P.R.D.C.T. (DENTON COUNTY) I
B.P. I SET �• / ( D
cV I THENCE N 89044'10"W, a distance of 99.84 feet to a found 1/2-inch iron rod with illegible cap;
/ /�• OUTLINE OF N I I
\ �� WOODED AREA M THENCE S 00012'08"W, a distance of 237.37 feet to the POINT OF BEGINNING containing 5.413 acres of
CD land.` / I land. more or less.
CN
ULTIMATE 100-YR f 3
o / \ FL60DPLAIN B.P. 0)
A ROXIMA• E `FLOOD HAZARD ZONE X DRAINAGE EASEMENT I LINE TABLE
/ ( THE FLOOD ARE O VOL. W, PG. 320 PLANNING &ZONING COMMISSION: GRAPEVINE CITY COUNCIL:
APPROXIMATE S ECIAL O P.R.D.C.T. LINE BEARING LENGTH
FLOOD HAZARD REA I(n I
I\ \ t `�\ / .�/• - ZONE AE L1 Date Approved: Date Approved:
r N 39 23 54 E 21.03
r- ��; ! I I L2 N63'53'41"E 32.47' Chairman: Mayor:
30' BUILDING SE,T•BACK j
' L3 N04*15'15"W 28.94'
•E I r , � ��\ ,� i � � Secretary: City Secretary:
L4 l �� 7V BRAZOS ELECTRIC P WE EASE NT 15' BUILP�NG SETBACK LIMITED SURFACE USE EASEMENT
a FfNAL JUDGEMENT N CV- 2-00453- �;' 3.086 ACRES I L4 S39'23'54"W 1.03'
0 D.R.D.C.T. (DENTO COU Y)
4 I VOL 2004081, PG. 00099 AND I
200 SQ.FT. DEDICATED L3 �•• RE-RECORDED IN VOL.2004133, PG. 0028
•' FOR R.O.W. AND /\ DRAINAGE EASEMENT
UTILITY PURPOSES 3.288 ACR D.R.D.C.T. (DENTON COUNTY)
DOC NO. 2004-52820 AND CURVE TABLE
BY THIS PLAT / RE-RECORDED UNDER I U
o I \' ! /• \ / // DOC N0. 2204-92038 (DENTON coulvrY) CURVE DELTA RADIUS LENGTH CHORD BEARING CHORD
I
N \ I C1 57'04'28" 298.00' 296.85' N10'51'39"E 284.73'
� �� � � � �>
C2 90 00 00 44.79 70.36 N27 19 25 E 63.34 PRELIMINARY PLAT
\X DRAINAGE EA EMENT VOL 14 PG.
I C3 12'14'20" 195.50' 41.76' N83'41'38"E 41.68'
D.R. C.T. (DENTON COUNTLAKESIDE
� 3 4 C4 26'17'57" 240.50' 110.39' N77'03'19"E 109.42'
LOT � PHASE 3
N89 4410 W 99.84BLOCK A
240.50 38.31 N592025E 38.27\� `/ 9p LQaCSDC TRADE LOT 1 BLOCK 1
UL.
SIDE YARD LINE CCN71a paQSC 5. 413 ACRES 200511 PG. 54 r I F_ P.R.D.C.T. (DENTON COUNTY VOL. W PG. 3 0
a Z ~ ~ \`�'� \ \\ \ \ P.R.D.C.T. (DENTON COUNTY) I 1 COMMERCIAL LOT
a ^� Z Z
O � r � �\ \ VOL. 2005111 PG. 54 J. C. MOFFATT SURVEY ABSTRACT NO. 1797
X �
V) XO ~ 00 O U \ �� I P.R.D.C.T. (DENTON COUNTY) I Owner ' '
Y Of o Of \ CITY OF GRAPEVINE, DALLAS COUNTY, TEXAS
4400 Lakeside LLC
J CL z Z I a- w Ln s rn 10225 Sherbrook Ln,
\ --- - I ZONING: BP "BUSINESS PARK"
o v �\
"� I `mow �� � ��i I f Q Dallas,Texas 75229
w Q
\ M \ B.P. ` a (214)580-6317 MAY 2026
w Q \, N
\ \ w William Daniell
N o \ �. > SURVEYOR S DECLARATION
J I \ \ 3 w will@sherbrookints.com S P 2 6- 01
00 w I ` \ s
\ D I l KNOW ALL MEN BY THESE PRESENTS: Surveyor
AREA TABLE \ \ I O \ 30' ACCESS EASEMENT V)
o \ N VOL. 200511 PG. 54 I That I Paul Hubert a Registered Prossional Land Survey in the State of Texas do hereby declare that I Atwell,LLC
LAKESIDE TRADE CENTER \ � I P.R.D.C.T. (DENTON COUNTY) 8144 Walnut Hill Lane
\ O Q prepared this plat from an actual and accurate survey of the land and that the corner monuments shown
V I PHASE 3 \ \\•� \ 231
0\ \ I � thereon as set were properly placed under my personal supervision in accordance with the Platting Rules Suite 750 ry
c ' 5.413 ACRES (235 792 Sq. Ft.) \ \ / I O and Regulations of the State of Texas and the Cityof Grapevine. Dallas, 72 7515
' � � �\ \ � � � P (469) 972-7815 N
_ phubert@atwell.com m LS
NOT.aT0,-BE RECORDED TM
0.005 ACRE (200 Sq. Ft.) ��,�� �\ \/ ti� ,ti ,�
ROW DEDICATION �'�?ooti� �\ ,� 14
F�` o�o,�, \ '�" t En ineer C O N S U 1. T 1 N Ca
� / / ��9 S eF \ I PURPOSES Atwell LLC
r�"o 19 8144 Walnut Hill Lane, Suite 750, Dallas, TX 75231 ph:972.972.4250 manhard.com
3 \ OF C/ I 8144 Walnut Hill Lane Civil Engineers I Surveyors I Water Resource Engineers I Water & Waste Water Engineers z
Net 5.408 ACRES (235,592 S Ft. tip• \ Suite 75o g I I p
( r q• � � \ To�SA'1'F / ; � ) � tij / Construction Managers Environmental Scientists Landscape Architects I Planners
5 \ 9��� \ i I Paul Hubert �` ,,�0 �' Dallas,TX 75231 Texas Board of Professional Engineers&Land Surveyors Reg. No. F-10194754(Surv), F-22053(Eng)
o I \ tiT� \ i I Texas Registered Professional 942 (972) 972-4275 PROJ.MGR.: ISSUE DATE: CODE: SHEET
NOTE: \ J / \ f 0�� Lane Spann PH 5/4/26
THE P OSE OF THIS PLAT IS TO CONSTRUCT A 59,904 SQ. FT.INDUSTRIAL BUILDING \ \ lspann@atwell.com DRAWN BY: CP SCALE: 1• _ 50, 611.183001 1 OF 1 0
N