HomeMy WebLinkAboutItem 21 - Amended Final Plat Grapevine Mills CrossingsMEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL,
AND THE PLANNING & ZONING COMMISSION
FROM: BRUNO RUMBELOW, CITY MANAGER
MEETING DATE: NOVEMBER 19, 2019
SUBJECT: AMENDED FINAL PLAT APPLICATION
LOTS 1A1 , 3A1 , 3A2, 5AR1 AND 5AR2, BLOCK A, GRAPEVINE
MILLS CROSSING ADDITION (BEING A REVISION OF LOT 1A, 3A,
4A, 5A1 AND 5A2, BLOCK A, GRAPEVINE MILLS CROSSING
ADDITION)
PLAT APPLICATION FILING DATE...................................................November 12, 2019
APPLICANT ................................................................. Lucilo Pena, Billingsley Company
REASON FOR APPLICATION ................................................. Abandoning easements &
adjusting property lines
PROPERTY LOCATION .......... South side of Grapevine Mills Boulevard west of SH121
ACREAGE............................................................................................................ 14.1108
ZONING .............................................................................. CC: Community Commercial
NUMBEROF LOTS ........................................................................................................ 5
PREVIOUS PLATTING .................................................................................2008 & 2014
CONCEPTPLAN ..........................................................................................................No
SITEPLAN....................................................................................................................No
OPEN SPACE REQUIREMENT..................................................................................Yes
AVIGATION RELEASE ...............................................................................................Yes
PUBLIC HEARING REQUIRED ....................................................................................No
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 15648_820530\Agenda Memo 15648.doc
PLAT INFORMATION SHEET
FINAL PLAT APPLICATION
LOTS 1A1, 3A1, 3A2, 5AR1 AND 5AR2, BLOCK A, GRAPEVINE MILLS
CROSSING ADDITION (BEING A REVISION OF LOT 1A, 3A, 4A, 5A1 AND 5A2,
BLOCK A, GRAPEVINE MILLS CROSSING ADDITION)
I.GENERAL:
The applicant, Lucilo Pena is adjusting the five (5) lots in the 14.11 acres and
abandoning easements. The property is located south of Grapevine Mills
Boulevard and west of State Highway 121 .
II. STREET SYSTEM:
The development has access to Grapevine Mills Boulevard.
Abutting roads: on the City Thoroughfare Plan: Grapevine Mills
Boulevard
not on the City Thoroughfare Plan:
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 the surrounding drainage system.
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 15648_820530\Agenda Memo 15648.doc
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 serve the site.
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.
VI. MISCELLANEOUS-
Water and Wastewater Impact Fees are not required for: HA Grapevine
Water and Wastewater Impact Fees are due prior to the issuance of building
permits for:
Single Family Residential ( $ 2,414/ Lot)
Multifamily 1 ,134/ Unit)
Hotel 43,632/Acre)
Corporate Office 20,523/Acre)
Government 4,414/Acre)
Commercial / Industrial ( $ 5,739 /Acre)
Open Space Fees are not required for: Lots 1A1 , 3A1 , 3A2, 5AR1 & 5AR2,
Block A, Grapevine Mills Crossing Addition
Open Space Fees are due prior to the preconstruction meeting for public
infrastructure improvements for:
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)
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 15648_820530\Agenda Memo 15648.doc
R-20.0, Single Family District ( $ 807.00 / Lot)
Public Hearing Only
Variances were required on the following items:
Front building line
Allowing a setback of 3 feet for the rear property line for an accessory
building
Lot width & 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: Developer is proposing to dedicate
variable width private access easements throughout the development.
The access easements will be owned and maintained by a Home
Owners Association (HOA).
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.
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 15648_820530\Agenda Memo 15648.doc
Z 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 Lots 1A1 , 3A1 , 3A2, 5AR1 & 5AR2 1 , Block 1 , Grapevine Mills Crossing
Addition."
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 15648_820530\Agenda Memo 15648.doc
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PROPOSED
SANITARY SEWEREASE)AENT TEASPER PUN) PLAT NOTES: S.
ais of bearingsanddistancesshown
hereon a
e based on state plane oordinate system, Texas North Centrol Zone 4202 (TXNC 4202).
North American Datum 1983 (NAD83). NOTES' c,rs - 5/8"
iron rod set for
comer
with purple cop stamped -RPLS 5457" No portion of the subject property lies within any
area of 100-year flood cording to FEMA's Flood Insurance Rate Mop No.
48439C01)OK, dated September 25, 2009. Property is in zone X. 0
50' 100 feet SCALE: 1" = 50' LEGEND- property
corner IRF Iron Rod
Found CIRS Capped
Iran
Rod Set (
see Plat Notes) O.
P.R. T.C. T. Official Public Records,
Tarrant County, Texas ENGINEER CATES-CLARK & ASSOCIATES, LLP 14800 Quorum Drive, Suite
200
Dallas, Texas 75254 Contoct:
Lawrence A. Cates, PE 972-
385-2272 I
ca t es®' a t
es- clark. com
DEVELOPER Billingsley D&D, Inc. 1722 Routh Street, Suite
770
Dallas, Texas, 75201 Contoct:
Lucilo Peno 214) 270-1000
Ipena®billingsleyco. com
SURVEYOR Duenes Land
Surveying, LLC 2112
Blackfoot Troll Mesquite,
Texas
75149 Contact: Dustin D.
Davison, RPLS 214-
317-0685 dustin@duenesiondsurve34og.
com AMENDED FINAL PLAT GRAPEVINE
MILLS CROSSING ADDITION
LOTS 1A1,
3A1, 3A2, 5AR1, &
5AR2, BLOCK A 14.
1108 ACRES / 614,688 SO. FT. 5 LOTS &
ZONING: CC IN THE CITY OF GRAPEVINE,
TEXAS, being a revision
of LOTS 1A, 3A, 4A, & TRACT A -A, BLOCK A,
GRAPEVINE MILLS CROSSING, RECORDED IN INSTRUMENT NO. D209046718 AND 201200224176
and LOTS 5A1 AND 5A2, BLOCK
A, GRAPEVINE MILLS CROSSING
ADDITION, RECORDED IN INSTRUMENT NO. D214040301, MAP RECORDS,
TARRANT COUNTY, TEXAS This plot bled
on _________. _—_— Instrument X D --___— November 12,
2019 SHEET 1 OF 3
OWNER'S CERTIFICATE AVIGATKN RELEASE
VICINITY MAP
Mhssmdadmnblaenn" rsesnbls3- npdnMNsCrxtllN,InslA4Y,Nsse'sin MlaenlbtlF \taIDN114 sA,TAT. \ Yet. M miie0.t41T{
slim We,ely ndad
LEGEND-
property corner
IRF Iron Rod Found
CIRS Capped Iron Rod Set (see Plot Notes)
O.P.R. T.C. T. Official Public Records, Tarrant County, Texas
PLAT SQUARE FOOTAGE
TOTAL PLATTED AREA:457,097
NET PLATTED AREA:411,087
EASEMENT DEDICATION: 46,010
RIGHT OF WAY DEDICATION:N/A
CURVEC7 37.82 35.50 A61"0247 HS 45'3805 E HLENGTH36.06
C2 21.37 2 48'00 57 S 64-43 09 W 20.75
C3 20.87 5024.50 48'39 58 N 65'0212 E 20.19
C4 27.31 24.50 63.52 23 N 58"41 53 W 25.92
C5 11.71 10.50 63'52 56 N 58.41 53 W 11.11
CIF 40.11 25.50 90'07 38 N 45'34 16 W 31.10
C7 29.27 35.50 4T7440 N 67.0048 W 28.45
CB 21.03 25.50 4T7516 S 6T0048 E 20.44
C9 17.31 25.50 39'02 16 S 69'50 40 W 17.04
CID 40.62 60.50 46'04 54 N 7 •21 41 E 39.53
C11 Q.18 25.49 970341 N 47'5248 E 38.20
C12 40.06 25.50 900012 N 45.3811 W 36.06
C13 38.86 25.56 870713 S 45'4507 W 35.22
C14 40.06 25.50 90'0107 S 453743E 36.07 C15 -
2.59 25.50 5'4940 N 8r'4327 W 2.59 C16
98 39025.5 89'4938 S 44'2654 W 36.01 C17
40.14 25.50 To 10 99 S 45.3300 E 36.12 C18 39.
28 25.00 90'0054 S 44"21 55 W 35.36 CIS 12.
73 30.00 24'IS 58 S 22'1246 W 12.64 C20 7.
46 20.00 21'22 43 S 00.38 05 E 7.42 C21 41.
53 30.00 7§.18 40 N 50'58 45 W 38.29 C22 46.
94 30.00 89'38 30 N 45'48 SO W 42.29 C23 47.
12 30.00' 90'00 00 S 44 1 555 W 42.43 C24 47.12
30.00 90'00 11 S 45'3806 E 42.43 C25 97.12
30.00 89'S9 59 N 44'27 54 E 42.43 C26 47.12
30,00 90'0000 S 45'3805E 42.43 C27 40.93 30.
00 78' 10 42 N 50` 16 34 E 37.83 C28 8.25 20.
00 23.38 35 N 00 338 05 W 8.19 C29 12.50 30.
OD 24'03 29 S 24"29 07 E 12.50 30 C 26.70
B.S. 180.0000 S 89"21 55 W 17.00 C31 13.73 31.
86 24'4147 S 17'1857 W 13.63 C32 10.35 5.
00 118.3 220 N 89.22 O6 E 8.60 C33 1&07 30.
00 3T4057 S 15'SB 33 E 15.87 C34 45.63 30.
00 87'0847 N 47'0343 W 41.36 C35 40.05 25.
50 89'59 29 S 4 38 04 E 36.06 C36 40.05 25.
50 09'S9 32 N 44'21 54 E 36.06 C}7 45.63
30.00 8708 47 S 45'47 31 W 41.36 C38 14.20 2053.
00 0'2347 S 83'3711 W 14.20 C39 39.07 25.
50 BT47 02 N 50'36 36 W 35.36 C40 98.78 2110.
35 14055 N 8123 35 E 98.77 C41 120.72 50.
50 136'S7 44 N 31'27 54 W 93.96 C42 60.97 25.
50 136'59 31 S 31"27 54 E 47.45 C43 139.12 2135.
35 3.4358 N 81.5507 E 139.09 C44 18.27 2053.
00 0'30 35 S 83"33 47 W 1 B.27 C45 4.48 36.
39 7.03 40 S OX48 42 W 4.48 C46 5.44 10.
00 36'5443 N 19*1618 W 6.33 C47 33.26 30.
00 63'3137. N 69'2928 W 31.58 C48 46.74 55.
00 4874109 N 76'5442 W 45.34 C49 2.81 20.
00 8'02 54 N 48'32 40 W 2.81 C50 30.36 50.
50 3C2657 IN 19'4154 E 29.91 C51 46.86 30.
00 89'2930 N 074922 W 42,24 C52 25.49 30.
00 48'4109 N 76'S442 W 24.73 C53 20.31 55.
00 21'09 29 N 89'19 28 E 20.20 PLAT NOTES; i Basis
of bearings
and distances shown hereon ore based on state plane je coordinate system, Texas
North Central Zone 4202 (TXNC 4202), North jR American Datum 1983 (
NAD83). ENGINEER NOTES: CATES-CLARK &
ASSOCIATES,
LLP
curs = 5/8' iron
rod set for corner with purple cap stamped "RPLS 5451' 14800 Quorum Drive, Suite 200 No portion of the
subject property lies within any area of 100-)rear flood Dallas, Texas 75254 1'
according to FEMA'
s Flood Insurance Rate Mop No. 48439COI10K, doled Contact: Lawrence A. Cotes, PE September 25. 2009. Property
is in zone X. 972-385-2272 Icotes®co tes-clerk.
com FIELD NOTE DESCRIPTION STATE
OF TEXAS 0
COUNTY OF 0 YMEREAS,
CROW-BILUNCLSEY AIRPORT
11, LTD., a Texas limited partnership, GRAPEVINE RETAIL NO. 1, LTD., IT Texas Ilmifed partnership partnahlp
nGRAPEVINE RETAIL NO. 2, LTD., a Texas limited partnership is the owner of o 14.177 acre tract of land in
the situated in the City of Grapevine, Tarrant and Dallas Counties, Texas, being more Particularly described as follows: BEING
a 14.111 acre
tract of land situated in the James Gibson Survey, Abstract No. 567, City of Grapevine, Tarrant County. Texas. and the
James Oftism Survey. Abstract 1715, Dallas County, Texas. being port of Lot IA 11 of Lots 3A, 4A and
5A, Block A, GRAPEVINE MILLS CROSSING ADDITION, an addition to the City of Grapevine• Tarrant County, Texas, according to the
map thereof recorded in Instrument Number D2090406718, Official Public Rewrds, Tarrant County,and d being filed in Instrument
Number 201200224176, Official PublicRecords, Dallas County, Texas; befng Lots5A1 and 5A2, Block A,
GRAPEVINE MILLS CROSSING ADDITION, according to the map thereof recorded in Instrument No. D2/4040301, Official
Public Records, Tarrant County. Texas, said tract being all of Tract I, by Special Warranty Deed
to Grapevine Crossing Holdings. LLC.. recorded in Instrument Number D212189658, Official Public Records, Tarrant County, Texas, being
more particularly described by metes and bonds as follows: BEGINNING at a 5/8
iron rod found for
co n al the northwest c of said Lot 5A2, thenortheastccenerofLot 6A, of mold Block A. and being in
the south right of way line ofGropevine Mills Boulevard (o variable width right of way); THENCE North BB degrees 16 minutes
24 seconds East.
along said south right of way line a distance of 64.76 Poet to a 5/8 iron
rod found for comer; THENCE North 89 degrees 21 minutes 55 se Dods
East, continuing along said south right of way line a distance of 1,071.03 feet to a 5/8
inchit rod hound for caner, being the beginning of a curve to the left, having a cmlral angle of 13 degrees 12 minutes 57 seconds, a
radius of 2,053.00, a chord bearing North 82 degrees 45 minutes 30 seconds East, o distance of 472.50 feet;
THENCE Northeasterly along the south right of way, line of
Grapevine Mills Boulevard and curve to the left o r[ distance of 473.55 feet la a TxDOT monument found
for c at the Intersection of the rsouth right of way u line of said Grapevine Mills Boulevard (a variable widthright
of way) with the northwesterly right of way line of State Hfghwoy No. 121 (a erfable width right of woy)
being the Northwest comer of Lot 1A. Black A; THENCE South 33 Minutes 18 minutes 04 se ads East,
along the westerly right of way line, a distance of 52.53 feet to a TxDOT Monument found for comer. THENCE South 37
degrees 31 minutes 00 seconds West, continuing along
the northwest said right of way line of State Highway No. 721 (a variable width right of way), a
distance of 431.76 feet to a 5/8 capped bon rail found; THENCE North 52 degrees 59 minutes 04 seconds West, departing
said
State Highwoy No. 121, along the common line of Lot 1A, of aforementioned Block A and said Lot
2A, of said Block A, a distance of om 2t5.46 feet to a 5/8 iron rod found
for
the north comer of
said Lot 2A; THENCE South 37 degrees 19 mi•nutes 28 se ands West,
aing the common line of said Lot 1A and said Lot 2A, Passing at a distance of 46.69 feet a om f
sold Lot IA and Said Lot 3A, continuing along common
fin
e a total distance of 120.56 feet to o XcutcfoundatthewestcornerofsaidLot2A; THENCE South 00 degrees 37 minutes 70 seconds East, continuing with said
common line of said Lots 2A and 3A, a distance of 133.09 feet to a 5/8
iron rod found for corner, being the southwest comer of said Lot 2A, the southeast con,er of said Lot 3A, lying in
the north line of a tract of land described by deed to Billingsley Cornell Capital, L.P., (undivided 60.0% interest) recorded in Instrument
Number D214009447, and Henry Land, Ltd. (undivided 40.OX) recorded in Instrument Number D214DO9448, Official Public
Records, Tarrant County, Texas, THENCE South 89 degrees 21 minutes 54 seconds West. along the
common
line of said Lot 3A and said tracts of land, eventually the common line of that certain tract of land
coneyed to Crow Billingsley, Airport 11, Ltd. a corded in Volume 7143, Page 600. Deed Records. Tarrant CountyTexas, passing at adistanceof268.04 feet the southwest comer of said Lot 3A, the southeast corner of aforementioned Lot
5AI, passing at o distance of 637.21 the southwest corner of said Lot 5AI, the southeast camer of
aforementioned Lot 5A2, and continuing for a total distance of 911.68 feet to a 1/2 it
rod found with yellow cap stamped ,A LANE RPLS 2509, being the Northwest corner of sois tract of land conveyed to Crow -Billingsley. Airport #
I, Ltd,; THENCE South 00 degrees 43 minutes 55 seconds West, a distance of 125.
47 feet to an X cut hound for corner. being the most southerly southeast comer of said Lot 5A2, also being
the Northeast co of Lot 1, Grapevine VI -yard, a additfon to the City of Grapevine, Tarrant County, Texas,
according to the map thereof recorded in Cabinet A, Slide 8466, Plot Records, Tarrant County, Texas; THENCE North
88 degrees 11 minutes 49 seconds West, along the north line
of said Lot 1, a distance of 186.04 feet to a X cut found for comer, being the
southwest comer of said Lot 5A2, the southeast comer of Lot 3, Black B, Grapevine Vineyard. an addition to the City of
Grapevine, Tarrant County. Texas, according to the map thereof recorded in Cabinet A. Slide 17133, Plot Records, Tarrant County
Texas; THENCE North 01 degrees 48 secords 11 sc onds Cost, along common line
of said Lot 3, Block 8 and said Lot 5A2, a distance of 190.00 feet to a Xcut found for come,
THENCE North 88 degrees 11 minutes 49 se onds West, along the common line of
said Lot 5A2 and Lot 3. Block B, of said Grapevine Vineyard, for a distance of 40.00 feet to a 5/
8on rod found for corner; THENCE North 01 degrees 48 minutes 11 seconds East, continuing along said common line, passing at
a distance of 22.00 feet the northeast comer of said Lot 3, the southeast corner of Lot6A, for a total distance of 245.24 feet to 5/8 iron rod found for comer; THENCE North 00 degrees
38 minutes 05 seconds West, continuing along said common line o distance
of 105.66 Feet to the POINT OF BEGINNING and containing 14.111 acres (614,666 square lest) of
land, more at, less. Basis of Bearings is State Plane Coordinate System, North American Datum 63(2011), Texas North Central
Zone 4202). SURVEYOR'S CERTIFICATION THAT 1, Dustin D. Davison, of Duenes Land Surveying, LLC, a Registered
Professional
Land Surveyor of
the State of Texas, do hereby declare that I prepared this plot from an actual and
accurate survey on the fond and that the corner monuments shown thereon were properly placed under my personal
supervision in accordance with the platting rules and regulations of the State of Texas and the
City of Grapevine. RELIMIAVARY E OF T RELEASED 11/12/19 FOR REVIEW PURPOSES ONLY. THIS Q.
STfk F-/-
DOCUMENT SHALL NOT SHANOT
BE RECORDED FOR ANY PURPOSE 1h: '4, Dustin D. Davison, R.P.LS. Registration No. 6451 DUSTIN D. DAMSON Duenes Land Surveying, LLC 4T ••••••-•"""
e''•P 6451 .-3 SURN STATE OF TEXAS § COUNTY OF DALLAS § Before
me, the undersigned, o notarypublicin and for
the
said County and
State, on this
day personally appeared Dustin D. Davison, known to me to be the person whose name is subscribed to
the foregoing instrument and acknowledged to me that he execu led the some for the purpose therein
expressed and under both stated that the statements in the foregoing certificate are true. Given under
my hand and seal of office this ____ day of _--_-___ 2019 Notary Public in and for
the My commission expires:____ DEVELOPER Billingsley D&D, Inc. 1722 Routh Street,
Suite 770 Dallas, Texas, 75201 Contact:
Lucile Pena 214)
270-
1000 1peno@billingsleyco.com SURVEYOR
Duenes Land Surveying, LLC 2112
Blackfoot Troll Mesquite,
Texas 75149 Contact:
Dustin D. Davison,
RPLS 214-
317-
0685 dus tin®duen
eslondsurveying. com STATE
OF TEXAS 0
COUNTY OF O NOW. THEREFORE
CROW-9WNGLSEY AIRPORT
it. LTD., a Tests GMtd
partnership, GRAPEVINE RETAIL NO.
1, LTD., Tom
NmItM shf, and GRAPEVINE RETAIL Na 2. I.M. a i DnRd partlrNp. do hereby adopt this amendedplatofaRRAPEMNEMILLSCROSSINGADDIROVLOTSTAT, 3A1, JA2, SARI and 5AR2, BLOC( A, an motion Io the City
of Grapevine, Tarrant and Dallas Counties, Tema% and does hereby dedicate to the public use forever the right-o/-way
and easements .Down hereon. the easement. enown hereon ore hereby reserved forthe purposes be Indicated. Tha uflllty a..Lonts Noll beInitallCityorfranchisedP.blk utlltim for each particular v.e. The mofntenonce of paring on the sosion"
ts is the respanaibdity of the property owner. No busdings or I.Airy structure. shall De naWeted, recan.tucted. a placed upon, ove,
or acr . the en1, as shown. Sold easements being hereby reserved for the mutual use ntl accommodation If all public
utilities using. I, sdestining to u e. My City r Irenchisof utility shall have the lull right to -.r
rM keep removed all or pats of any cotes, trees, shrubs,, a other impmwments r growths which in my eoy ndnger or interfere with ins
itt"'Gan, ai twonce, or efficiency of its respective ystem an the easements and all City w frnchised uWilies
shall of all tf let have the nfull right of ingress nil eg see to nd Iran ntl upn said easements far the
purpose of cnsl-tmg, recnslrucling, inspectfnq, patdlIng, maintaining, nil adonng to a removing al a parts of its respective system without thenecessityatanytineofprocuringthepermissionofnyvne. I have renewed the City. findings concerning dmiI.tkns and
I do agree Nat the statements are,
true and c f.- This plot app,,wd subject to all platting oven -set. rules, regulotians, and rse,b utians of
the City of Grapevine, I... Whoes my hand this the day of __ 20M ODIUM CROW-BTWNO.SEY AIRPORT 11. LTA, a Tsxas
ISNtd parbwaDp, GP. L.L.C., a Texas
limited
Ifabsity company its Generd Partner Kenneth 0. Mabry, Mm.9,
STATE OF TEXAS 0 COUNTY OF ---- _- 0 Before me __________ -_-_ an this day
peno t,11, selected Kenneth
D. Mabry known to
me for raven
to men the both of _ or through description of identity card Wallis, alher document) to
be the person whose name far subscribed to the
foregoing fsrument and acorleledgid tome that he executed the same W the purposes
and consideration therein eWessed. Given under my bond and slid of office this clay of 2019 Notary Signature DII
EIL GRAPEVINE
RETAIL NO. i, LID., a Texm IYnitd PoYlnsrNp 8y Billingsley 380 North
GP, L.
L.C.
a Texas 1vnild liability conrom, he General Partner Kenneth
D Mabry Mnoger STATE OF TEXAS 0 COUNTY OF 6 Before me - an this day pesmally
append Kennem 0. Mabry
known to me a,
Proved to me
an the ..In or_____________ --- _------- a through deerfptfm of identity cord r Omer document)
to be the person whoa. name I. subsc.. to the
foregoing instwment and ackn.eledgea to me mat he executed the Lame far the
purposes and cansiderotian therein expressed. Given under my hand and seal of alike this _ day of ____ 2019 Notary Signature DINER
GRAPEVINE REIM
NO. 2. LTD.. a Texas limited porNrshp By Billingsley 380 North GP,
L.L.
C.,
a Texas limited Ifabsily company, its General Partner Kenneth
D. Mabry. Manager STATE OF TEXAS 6 COUNTY OF Before Me on this day pesnally appeared
Kenneth 0. Mary, known
to me for proved
to me
an the nth of -----or through desriptim of identity cord or other document)
to be the person whose name is subsrbd t, me
foregoing Instrument end ocknowledgd to me that he executed the some for Me purposes
and cansiderotim merest expressed. Glwn under my hand no led of office this ______ day of ----- ---- 2019. Signature STATE OF
TEXAS O
COUNTY OF 0 CROW-BIWNGLSEY AIRPORT 0f. LTD., a T shifted partnership,
GRAPEVINE
RETAIL NO. 1, I.
M. is Texm
IYnitd r. pbr hhp and GRAPEVINE RETAIL NO 2, LID.. a Tom " Itd partmehp hereinafter cause 'Oe ter' (whethroone I,
more). ore the ere of mat cert.in parcel of lone situated in the CityofGrapevine, Tarrant County, Tekos, being saidpropertyaseeecribedbeshownonhsPlot. NOW THEREFORE in consideratim o/ In. m .l ONE AND 00/100 ($1.00)
DOLLAR and Omer
good and wluode consideration, the exeipt and sufficiencyo o/ which is hereby fully acknowledged and confessed. Owner does hereby waive. release, r
ise d auitclafm to me City I Oapewre. Taronl County, Texas. the Data. Worth Internotiand Airport Board, the CitiesofDallas. Texas and Fort Worth. Texas. their evoo.eser, and as qns, hereinafter called 'Cities, far the use
and benefit of the public and its a9moss, any orb al claims to, dmh IV of any kind to parsons or property that
Owners may suffer by reosm of the Passage and Tight of all oIr-H . the air space ... Owner. property above the height restriction I.
presently -.-fished by Ordinance N. 73_50 for the City of Grapevine, known as the AiT-1 Zoning Ordfnnnce f
the Ddlaf-Fort Worth International Airport, to an infinite height above soma whether such damage .hell originate ham noise, vibration, /umee, dual,
fuel and IuoAcanl particles• and II Omer 0hicts that my ae caused by the operation of ohonth, landing at.
or taking off from• or operating at wan the Dcllas-rart worth mtematind Airport. This inshenent does not raeose the aeons or
operate,. of akrralt from Nobility for damage to person
r proprty caused by haling aircraft r Idling physics objects Iram a,rcro/L except as stated herein with respect b
nose, lames, dust, lust, and IuWicant Porlicles. l( is agreed Nat this Relsase shill be binding upan mid owner and their heirs
and assigns,
and successor In interest to said property and it is Turf agreed that this Instummt shall be a ---I running with the land•
and shdlsbe recorded In the Deed Records o/ the county or couniks in which me property is situated. EXECUTED at Texas. this _
day of 2019 DYEIE@ CROW-BL N GLSEY JUTFORT 01, LTD., a T
BMtd pas -vhp, By. Henry GP, L.
L.
C. a Texas limited Deblity crnpony, it. General Partner Kenneth 0 MOWy,
Manager STATE OF TEXAS 0 COUNTY OF 5 Before me an this day personally
appered Kenneth D. Mabry.
known to me or
proved to me
be the oath o/ or through description If Identity and or Ifne, document)
to be the person Mme name is subaaAd to the
iorogofng Ina-ment and acknowledged to the thot he executed the same for the
purposes end consialwatkn therein expressed Given under my hand and lies of otr.- this day of -- 2019 Notary Signature Dom
GRAPEVINE RETAIL
NO. 1, LTD., a Texas limped partnrshp By Billingsley 380 North GP,
L.L.
C.,
a Te.os limited IiabJity company, its General PrM,
Kenneth D Mabry Manager STATE OF TEXAS 0 COUNTY OF 0 Before me m friar day pesanolly
oppeored Kenneth 0. Mabry
known to me a
proved to me
an the oath of a through it ..rlptlm of identity ,,it I, other
document) to be the Person whose name 1, subscribed to
the foregoing in.imment and tio-eleagid to me that he executed the some far
the purposee and ccesidw u. therein expressed. Given under my hand and .sal of omce this __ day of --_ 2019 Nolory Signature asshEB
GRAPEVINE RETAIL
NA 2, LID., a Tests Ibnitd praner.hp By. BRingeley WO North
GP, L.
L.
C., a Texas Ifmited liability company its General Patna Kenneth
D. Mabry, Manager STATE OF TEXAS 4 COUNTY OF _______ 0 Before me ___________-________- an this day pesmalf,
app-mi KenneM D.
Mabry known t, me
r rover !I
me m Me min I/ or MrougM1 description of identity card w ..., aocument) to
be the pan whose na sub -abed to me /regoing
instrument and acknowledged to me that be executed the some far the
purposes and crosideratfn therein expressed. Given under my hand and seal of office this day of 1019 Notary Signature PLANNING
A ZONING
COMMISSION: Dote Approved; _ Chairman: __ Secretary ---------------------- GRAPEVINE CITY COUNCIL Dote Approved. - Mayo City
Secretary. ______ AMENDED FINAL PLAT GRAPEVINE MILLS
CROSSING ADDITION
LOTS
1A1,
3A1, 3A2, 5AR1, &
5AR2, BLOCK
A
14.1108
ACRES / 614,688
SO. FT. 5 LOTS &
ZONING: CC IN THE CITY OF GRAPEVINE, TEXAS,
being a revision of LOTS 1A, 3A,
4A, & TRACT A -A,
BLOCK A, GRAPEVINE MILLS CROSSING, RECORDED IN INSTRUMENT NO. D209046718
AND 201200224176 and LOTS 5Ai AND 5A2, BLOCK A, GRAPEVINE
MILLS CROSSING ADDITION, RECORDED IN INSTRUMENT
NO. D214040301, MAP RECORDS,
TARRANT COUNTY, TEXAS This plot filed on November
12, 2019 mat, -lint N D
SHEET 2 OF 3
I
I i
0 30' 60 feet
SCALE: 1" = 30'
Easement Abandonment Exhibit
MuwMem wRe .
A1ML^LwM.itlnwI.l.rfOo1rf.O.0lwSI+116 L23FT — — — — — — — — N
Ic,
3 L3 C4 I L21
I
c L2
G I
1
pI L
19
C j
I
I
I
I
I
I
1 oI
o LOT 5AR1
118,138
Sq. Feet 2.712
Acres 15 L
17 G `6 I ?
25' ACCESS,
DRNG. & UTIL ESMT. 25' ACCESS &
UTIL ESMT. - (A/11865) aT (Abandoned
by this Plat) L1 ILLS BOULEVARD
GRAPEVINE ARMEODTHR0 \N - C38 — — — C40
9
G. &
UTIL.
ESM' 11865) 25 N
ACCESS, D_7IL. ESMT. - (
P/ 25'
ACCE
this Plot) Abandoned by
C43 VD
LOT 3A2
39,554
Sq. Feet 0.908
Acres ' LOT 1 A 1 74,814
Sq. Feet <\ 1.717
Acres Cg L9
VARIABLE WIDTH
DRNG. ESMT.
A/11865)
Abandoned by
this Plat) L56 I
I
I
I
a
1
I
r
v E r Q I
Q
I
CTI
I
25'
ACCESS,
DRNG. & UTIL ESMT. 25' ACCESS &
UTIL ESMT. - (A/11865 Abandoned by
this Plat) I 758
L60 L63
r I
0
c SG'
S r0
L61
L65 L4 C8
CS
25' ACCESS, DRNG. & UTIL. ESMT. — 25' ACCESS &
UTIL. ESMT. - (A/11865) L8 25'
ACCESS,
DRNG. & UTIL. ESMT. 25' ACCESS &
UTIL ESMT. - (A/11865) Abandoned by
this Plat) LOT 3A1
145,340
Sq. Feet 3.336
Acres LOT 3A2
39,554
Sq. Feet 0.908
Acres I I
1
PLANNING &
ZONING
COMMISVON. Date App—
d- __________________ Chairman: ______________________ Secretary ——-------------
GRAPEWN£
CITY
COUNCIL Date Approved- ___—_—________
Mayer City
Secretary ------
AMENDED FINAL
PLAT GRAPEVINE MILLS
CROSSING ADDITION LOTS 1Al,
3A1, 3A2, 5AR1, & 5AR2, BLOCK A 14.1108
ACRES / 614,688 SO. FT. 5 LOTS &
ZONING: CC DEVELOPER BillingsleyD&
D, Ina IN THE CITY OF GRAPEVINE, TEXAS, being a revision of i722D Rout
lloshTe , 5201 770 LOTS
1A,
3A, 4A, & TRACT A -A, BLOCK A, GRAPEVINE Contact: Lucilo
Pena MILLS CROSSING, RECORDED IN INSTRUMENT NO. 214) 270-1000 IPerd@bllingsleyi,cdm
D209046718 AND 201200224176 and LOTS 5A1
AND 5A2, BLOCK A, GRAPEVINE MILLS ENGINEER SURVEYOR
CROSSING ADDITION,
RECORDED IN INSTRUMENT NO. CATES-CLARK &
ASSOCIATES, LLP 14800 Quorum
Drive, Suite 200 Duenes Land
Surveying, LLC 2112 Blackfoot
Trail D214040301, MAP RECORDS, TARRANT COUNTY TEXAS DTexas 75254
allas, Mesquite, Texas75149
Contact: Lawrence A.
Cotes, PE Contact: Dustin D. Davison, RPLS 972-A5-2272
214-317-0685 This plat fled o —____ _____. __—_— instrument p D Icotes('`cates-clorkcom
d,stin@dueneslandsurveying.com November 12, 2019 SHEET
3 OF 3