HomeMy WebLinkAboutItem 16 - Glade 360 Addition Final PlatMEMO TO: THE HONORABLE MAYOR, MEMBERS OF THE CITY COUNCIL,
AND THE PLANNING & ZONING COMMISSION
FROM: BRUNO RUMBELOW, CITY MANAGER
MEETING DATE: JULY 17, 2018
SUBJECT: FINAL PLAT APPLICATION
LOTS 1 AND 2, BLOCK A, GLADE 360 ADDITION
PLAT APPLICATION FILING DATE.............................................................July 10, 2018
APPLICANT ..........................................Andrew Ord, CRP-GREP ELAN Grapevine, LLC
REASON FOR APPLICATION ................................................ Platting unplatted property
to build apartment complex
PROPERTY LOCATION........................................................... North of Glade Road and
east of State Highway 360 service road
ACREAGE.............................................................................................................. 67.757
ZONING.................................................................................................................. R -MF
NUMBER OF LOTS.............................................................................................. Two (2)
PREVIOUS PLATTING.................................................................................................No
CONCEPT PLAN.................................................................................. Z18-01, CU18-02
SITE PLAN.......................................................................................................... PD18-01
OPEN SPACE REQUIREMENT....................................................................................No
AVIGATION RELEASE............................................................................................... Yes
PUBLIC HEARING REQUIRED....................................................................................No
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 3234_521307Wgenda Memo 3234.doc
PLAT INFORMATION SHEET
FINAL PLAT APPLICATION
LOTS 1 AND 2, BLOCK A, GLADE 360 ADDITION
GENERAL:
• The applicant, Andrew Ord with CRP-GREP ELAN Grapevine, LLC is final
platting 67.757 acres into an apartment complex. The property is located north
of Glade Road and east of State Highway 360 service road.
STREET SYSTEM:
• The development has access to Glade Road and SH360.
• ALL abutting roads: ® are on the City Thoroughfare Plan: Glade Road
® are not on the City Thoroughfare Plan: SH360
❑ Periphery Street Fees are due as follows:
Type of Roadway Cost / LF
❑ 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:
Length Cost
® Developer is required to construct the north half of a four (4) lane undivided
roadway of Glade Road to match up with the four (4) lane bridge over SH360.
STORM DRAINAGE SYSTEM:
• The site drains northeast towards Bear 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.
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 3234_521307Wgenda Memo 3234.doc
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:
® Water and Wastewater Impact Fees are due prior to the issuance of building
permits for: Lots 1 and 2, Block A, Glade 360 Addition
❑ 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 1 and 2, Block A, Glade 360
Addition
❑ Open Space Fees are due prior to the issuance of building permits and/or
any 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)
❑
R-20.0, Single Family District
( $ 807.00 / Lot)
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 3234_521307Wgenda Memo
3234.doc
❑ 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 3234_521307Wgenda Memo 3234.doc
® 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 1 and 2, Block A, Glade 360 Addition."
C:\Users\tbrooks\AppData\Local\Temp\Agenda Memo 3234_521307Wgenda Memo 3234.doc
L15 L16
J /
09 CENTER OF BEAR CREEK \ \ \ ` - - - _ _
CITY OF FORT WORTH
DALLAS/FORT WORTH
6J/'Tit • INTERNATIONAL AIRPORT
VOL. 5350, PG. 677
$44b8?9'E
/ \ \r \`. ro zo• 1 3)5
/ LOT 2, BLOCK A .
\ \ / �,� `� 'a4"'>v„ 9'
/ 2,062,567 SQUARE FEET '/� \4� p\ \ ` ��`D�g4'gr L21 L22 S?p.
/ 47.750 ACRES 1VOL15018. -ER
rc r�
"Z'145 A���" ,E4 / \ $46 5
- >? 0'35'E
THE cARDNER 360 144.20'
CITY OF FORT WORTH
DALLAS/FORT WORTH INTERNATIONAL AIRPORT
VOL. 5070, PG. 408
-ANYLLc 11'
DOG N0. D2093DJ276
CURVE TABLE
`y
'ALC PARTNERSHIP - WEST_
(PART OF
10$.62'
CHORD
CI $0.03' 00618'02' 454.93'
CALLED 23.918 ACRES)75
VOL 152DNiNGCPoo
,Put+ "c9 P66
\\
C2 23.92 045-47'12' 30.00'
12.64'
Ej-
i
23.29'
C3 24.30' 01976'25' 71.00'
12.27'
_ Y�',.$Wo.
24.18'
C4 30.60' 0582625' 30.00'
16.78'
N04M2'37'E
29.29'
C5 37.10' 0705x49' 30.00'
21.34'
S60'36'00'E
34.78'
06 26277 21203'08' 71.00'
247.18' 1
SIOW10'W
136.48'
APPROAMATE LOCAT ON OF 100 YEAR
`d"y�.
N67 -06-09-W
15' EASEMENL ANO\y /
PoGNT-OF-WAY O• /
CNWR F1ECTiIC DEUVERv �6•• \tip
FLOODPLAIN PER -A MAP N0. 46439COfl5K
/ MAP REVISED SEPTEMBER 25. 2009.
/
N1859'34'E
5,93'
�6A' I7
CRP -GRED ELAN
GRAPEWNE OWNER LP
-ANYLLc 11'
DOG N0. D2093DJ276
CURVE TABLE
UNE TABLE
UNE TABLE
NO. LENGTH DELTA RADIUS TANGENT CHORD BEARING
CHORD
CI $0.03' 00618'02' 454.93'
25.04'
N5728'22'W
50.00'
C2 23.92 045-47'12' 30.00'
12.64'
N38.30'01'E
23.29'
C3 24.30' 01976'25' 71.00'
12.27'
N232777E
24.18'
C4 30.60' 0582625' 30.00'
16.78'
N04M2'37'E
29.29'
C5 37.10' 0705x49' 30.00'
21.34'
S60'36'00'E
34.78'
06 26277 21203'08' 71.00'
247.18' 1
SIOW10'W
136.48'
C7 3.26' 1 0081541' 1 30.00'
1.64'
N67 -06-09-W
3.28'
CS 45.25' 01338'42' 190.00'
2273'
N3011'39'W
45.14'
C9 23.39' 01453'18' 90.00'
11.76'
NH27'39'W
23.32'
CIO 7.44' 00332'24' 110.00'
3.72'
S4958'06E
7.43'
CII 15.71' 045x0'00' 20.00'
8.28'
N4746.52'W
15.31'
C12 56.39' 04739'40' 74.00'
29.64'
S6610'10'E
55.04'
C13 38.42' 01014'18' 215.00'
19.26'
N8452'51'W
38.37'
C14 33.06' 01014'18' 185.00'
16.57'
58452'51'E
33.01'
C15 35.20' 0101418' 1 197.00'
17.65'
58452.51-E
35.16'
C16 36.27' 01014'18' 203.0.
18.19'
N8452'51'W
36.23'
C17 39.04' 026x023' 86.00'
19.86'
S7659'48'E
38.70'
C18 3241' 006'46'16' 274.29'
16.23'
S12'49'00'E
3240'
CTS 53,50' 02752'09' 110.00'
27.29'
N2321'57'W
52.90'
C20 48.13' 01355'43' 198.00'
24.19'
S3020'09'E
48.02'
C21 48.11' 01378'42' 202.00'
24.17' 1
N30109'W
47.99'
C22 26.50' 01453'18' 102.00'
13.33'
NM27'39'W
26.43'
C13 4I,',l 026'43'72' 98.00'
23.28'
S383232'E
45.30'
C24 59.82' 0170717' 199.50'
30.03'
N33'44'24 -W
59.39'
C25 13.56' 1 07314'09' 1 60.00'
6.96'
NIB -39'47'W
13.83'
N25�0'36
�1r
a� 2
RO w'Nteo b r
e.4
S10- V
SPP
�p
°
�,i APPROXIMATE LOCATION OF 100 YEAR
2V W FLOODPLAIN PER FEMA MAP NO. 48439CO115K
0.64 MAP REVISED SEPTEMBER 25. 2009.
1101
eSJy&.
4 I (CALLED 6.071 ACRES) �- -
DOC. NO. 0218141398
WRRENT Zp11NG: POD
'o PROPOSED ZONING 1_
�s Q LOT 1, BLOCK A
GROSS AREA
888,946 SQUARE FEET
(- ACa55 20.407 ACRES
Ano
�r NET AREA (LESS R.0 W. DEDICATION)
888,103 SF.
20.368 ACRES
1 a
l (J W.71 CRP O ELAN
/ p Y GRAPEVINENEOWNER, L.P.
� (CALLEDACRES)
021 /
DOC. N0. 1399
WRRENT ZONINGHING : LI
PROPOSED IgiING: R -MF
d;�b
p•4�k�.
•h o
ary°' ry�6 ,(1.91
airy 5ry10
UNE TABLE
UNE TABLE
UNE TABLE
NO. BEARING LENGTH
NO. BEARING LENGTH
NO. BEARING LENGTH
L1 N8917'09'W 21.89'
L20 $1474'30'E 99.40'
L39 N79 -45.42-W 31.68-
L2 N1416'31'W 126.04'
L21 S3977'45'E 95.97'
L40 N90'WOO'W 167.81'
L3 N0072'19'W 286.58'
L22 S65V7'45'E 176.46'
L41 N90b0'00'W 187.82'
L4 N0659'09'E 6250'
L23 N0257'29'E 21.05'
L42 N79'45'42'W 31.68'
L5 NOOx835'E 51.65'
L24 S2510'J6'E 19.56'
L43 N901O0'GO'W 59.38'
LB S4526'30'E 49.50'
L25 NSV49'24'E 26.00'
L44 N3718'01'W 60.61'
L7 S651CWE 93.90'
L26 N2510'3" 28.90'
L45 N2322'18'W 166.74'
L8 S1258'30'E 138.30'
L27 S1933'32'W 138.31'
L48 N37101'00'W 100.12'
L9 SOS53'30'W 135.80'
L28 N6{49'24'E 140.32'
L47 N5154'18'W 26.43'
UO S1759'30'W 53.80'
L29 N8510'32'W 60.99'
L48 N2510'46'W 24.21'
LIT S3811'30'E 129.00'
L30 S64.49'28'W 37.14'
L49 N12102'43'W 23.30'
L12 S4053'30'E 115.60'
L31 S2613'52E 15.47'
L50 N2516'52'W 84.15'
L13 SOB9230'W 67.70'
L32 S3271'35'W 79.16'
L51 S2516'52'E 37.59'
L14520'"30'W 1 55.80' 1
L33 S3271'38'W 66.45'L52
S7 16'52E 7.32'
L75 57J -4]'30'E 101.20'
L34 SB4-49'2B'W 79.68'
LS;N51 '16W 26.43'
L16 S4236'12'E 148.00'
L35 N8510.32 -W 60.99'
L54 N3MVOO'W 100.12'
L17 S2926'25'W 100.00'
L36 564'49'24'W 126.62'
L55 N2322'18'W 87.36'
UB S2023'40'W 54.55'
L37 SIS33.32-W 150.22'
L19 S4058'41'E 130.10'
L39 N9000'OO'W 59.38'
POB
LEGEND
POINT OF BEGINNING
MON AD
HIGHWAY MONUMENT PATH ALUMINUM DISC
E4R
'Q
PEMSJN.W EA4MENT
La"
CIRS
z J/
1
�6 109• , �,
49a
4Rrq& ff//
�, �,
�.® 199�ON43
aow,A%
ESMT
t''arys 909
ELEC
ELECTRIC
Gro IZP
911
+.01'60
11
UNDERGROUND UNE
aN� ,spa
}10
POB
LEGEND
POINT OF BEGINNING
MON AD
HIGHWAY MONUMENT PATH ALUMINUM DISC
IRF
IRON ROD FOUND
CIRS
CAPPED IRON R00 SET
MON
MONUMENT
ROW
RIGHT-OF-WAY
HWY
HIGHWAY
ESMT
EASEMENT
ELEC
ELECTRIC
PP
POWER POLE
UGL
UNDERGROUND UNE
TV
TRAFFIC VAULT
TSP
TRAFFIC SIGNAL POLE
TSB
TRAFFIC SIGNAL BOX
LP
LIGHT POLE
CONC
CONCRETE
MHST
MANHOLE STORM
THIS PLAT WAS FILED IN CABINET
s0 CITY OF FORT WORTH
0 DALLAS/FORT WORTH INTERNATIONAL AIRPORT
\• VOL. 4892, PG. 439
LOCATION MAP
(NOT TO SCALE)
GRAPHIC SCALE
DT PEC{ )
1 ' ch - 100 R
NOTES:
1. THE BASIS OF BEARING IS DERIVED FROM GPS OBSERVATIONS USING THE CITY OF
GRAPEVINE GEODETIC MONUMENTS. (COORDINATE SYSTEM: NORTH CENTRAL ZONE
4202 STATE PLANE COORDINATES, NAD 83)
2. BENCHMARK: CITY OF GRAPEVINE MONUMENT NO. 9 (ELEVATION=589.64')
CITY OF GRAPEVINE MONUMENT NO. 12 (ELEVATION=576.96')
3. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURACE
RATE MAP NUMBER 48439CO115K MAP REVISED SEPTEMBER 25, 2009, A PORTION
OF THE SUBJECT TRACT LIES WITHIN SPECIAL FLOOD HAZARD AREA ZONE AE,
AREAS DETERMINED TO BE INSIDE THE 100 YEAR FLOODPLAIN AS SHOWN ON THE
MAP.
RECEIVED
,JUL I 02m
BY:
FINAL PLAT
GLADE 360 ADDITION
lllssop o�. o G / . LOTS 1 AND 2, BLOCK A
67.757 ACRES OUT OF THE
�: ,,yP ..� +,,g,4,,��/s�".•y EUJAH C. CLARY SURVEY, ABSTRACT NUMBER 323,
AND THE GREEN W. MINTER SURVEY, ABSTRACT NUMBER 1083
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
/yXIN=
+ +' °t
WSI EXISTING ZONING: PCD
;b J e *4{b�q PROPOSED ZONING: R -MF
1.j *
CRP ELAN
GRAPEVINE OWNER, L.P. APPLICANVOWNER
/ + o-s°oOP�y1y 600 E. Las Colinas Blvd., Suite 2100
ry' Irving, Texas 75039 (214) 965-6000
M-
5742, PG 3J1N. �
/ a$, GRAPEVINE HOLDINGS, LTD OWNER
17101 Preston Road, Suite 100 (972) 669-9955
Dallas, Texas 75248
THE GARDNER 360 WLC PARTNERSHIP -WEST OWNER
17101 Preston Road, Suite 100 (972) 669-9955
Dallas, Texas 75248
JBI PARTNERS, INC. SURVEYOR
16301 Quorum Drive, Suite 200 B (972) 248-7676
Addison, Texas 75001
Contact: Chuck McKinney
TBPE No. F-438 TBPLS No. 10076000
SLIDE ______, DATE _ July 11, 2018 Sheet 1 of 4
CENTER
0` BEAR CREEK
325.16 so
S65 26 0S^E /SSrB.
\ S, .
so
�• `OF CITY OF FORT WORTH
DALLAS/FORT WORTH INTERNATIONAL AIRPORT
VOL 5350. PG. 677
\v4p /s�Sp�OE
`\ 20' UTUTY EASEMENr LB L7
\ TO T.R.A (CALLED PARCEL ))
\ ------ VOL )392. PG. 20.18
B
To.
a.re \\\� `E"ER or �54
p y'P0 \ c 2b])i2382, S44* 9,30 BEAR CREEK 4V Off' Rn
b ` 25 10,
.E y: o
?2 $Q0. 2^rL0 L10 s0
19.
L1 •E
�� \yam + 50'22,30 S
ro \\ d0 \ 287.50, SAS e1i0
k0 _'Wj � � /� off• tK`
NOO'05'35"W
68.58', /
w \\ t5 LOT Z.KDO A• k°ra/
-4 0'08*�00 N4 X23 a\ ;�j Z06Z ACRES
FEET /
1 5 y d/
L=233.37
T=122.15 RT ETASEMENT AND\
ChB=N20'S9'09�W aNcoRciR�c DELIVERY O'Cryy°`4°+ \ \tip / \
Cq CDR lk / / % GRAPEVINE HOLDINGS, lTS
Ct1=228.24, DDC. N0. 0209JW2>) 4 p�WFA / / (CALLED 30.341 ACRES)
'tb3RyfNr /� / �� VOL. 16182.PG.9
16'41'47'
CURRENT 20NING: PCO
R=1939.85'
L=565.29' \\ // / o?R\Go,�
\ WO,
'ChB- N33 36 42"W \�QµEYi 0 iR.� (cAu2oFccL ))
Ch 563.29' MSTi �' X44 , >392 PC. 2036
\\ 1
UNE TABLE
CURVE TABLE
UNE TABLE
NO. BEARING LENGTH
NO. LENGTH DELTA RADIUS TANGENT
CHORD BEARING CHORD
C1
50.03' 00618'02' 454.93'
25.04'
N5778'22W
50.00'
C2
23.92' 045'41'12' 70.00
1264'
N3630'01'E
23.29'
C3
24.70' 01976'25' 71.00'
1227'
N2327'37E
24.18'
C4
70.60' 05876'25' 30.00'
16.78'
N04'02'37E
29.29'
C5
37.10' 07050'49' 30.00'
21.34'
S6076'00'E
34.78'
06
26277' 212'03'08' 71.00'
247.18'
SIO'WIO'W
136.48'
C7
3.28' 00815'41' 30.00'
1.64'
N67'06'09'W
3.28'
C8
45.25' 01378'42' 190.00'
22.73'
N301139 -W
45.14'
C9
23.39' 01453'18' 90.00'
11.76'
N447739'W
23.32'
CIO
7.44' 00352'24' 110.00'
3.72'
S4958'06'E
7.43'
CII
15.71' 045W'00' 20.00'
828'
N47'45'52'W
15.31'
C12
56.39' 04]79'40' 74.00'
29.64'
S6810'10'E
55.04'
C13
38.42' 01014'18' 215.00'
19.26'
1N8452'51'W
38.37'
C14
33.06' 0101418' 185.00'
16.57'
S8452'51'E
33.01'
C15
35.20' 0101418' 1 197.00'
17.65'
S8452'51'E
35.16'
C16
36.27- 1 01014'18' 203.00'
ta.19'
N8452.51 -W
36.23-
C17
39.04' 1 0261D023' 86.00'
19.86'
57659.48-E
38.70-
C18
3241' 006'46'16' 274.29'
16.23'
S12'a9'00'E
32.40'
C19
53.50' 02752'09' 110.00'
27.29'
N2371'57'W
52.98'
C20
48.13' 01355'43' 198.00'
24.19'
S3070'09'E
48.02'
C21
48.1V 01378'42' 202.00'
24.17'
N301179'W
47.99'
C22 26.50' 01453'18' 10200'
13.33'
NN27'39'W
26.47'
C23
45.71' 026'4372' 98.00'
27.28'
S3832'32'E
45.70'
C24 59.62' 0170711 199.50
30.03'
N3J'4424'W
59.39'
C25 1 13.86' 01314'09' 60.00' 1
6.96'
N1879'47'W
13.83'
UNE TABLE
UNE TABLE
UNE TABLE
NO. BEARING LENGTH
NO. BEARING LENGTH
NO. BEARING LENGTH
L1 N891Y09'W 21.89'
L20 51434'30'E 99.40'
L39 N79'45'42'W 31.68'
L2 N1416'31'W 126.04'
L21 5393Y45E 95.97-
L40 N90WOO-W 167.81'
L3 N0032'19'W 286.88'
L22 S65M745E 176.46'
L41 N901D0'00'W 167.82'
L4 N0659'09'E 62.50'
L23 N0257'29'E 21.05'
L42 N7945'42'W 31.68'
L5 N0008'35'E 51.65'
L24 S2510'36'E 19.56'
L43 N9000'00'W 59.38'
1-6 54526'30'E 49.50'
L25 N6449'24'E 26.00'
L44 N3718'01'W 50.61'
L7 56514'30'E 93.90'
L25 N251036'W 2890'
L45 N2322'iB'W 166.74'
L8 51258'30'E 138.30'
L27 S1933'32'W 138.31'
L46 N3701'00'W 100.12'
L9 S0553'30'W 135.80'
L28 N64Y9'24'E 140.32'
L47 N5154'18'W 26.43'
L10 51759'JO'W 53.80'
L29 N8510'32'W 60.99'
148 N2510'46'W 24.21'
Lil S3811'30'E 129.00'
L30 564'49'28'W 37.14'
L49 N12'02'43'W 25.30'
Lit 5405330E 115.60
L31 S261352E 15.47-
L50 N2516'52'W 84.15'
L13 S08'02'30'W 67.70'
L32 53231'38'W 79.16'
L51 S2516'52E 37.59'
L14 I S20'44'30'W a5.80'
L33 53231.38-W 1 66.45'
L52 57016'52'E 3.32'
L15 S73'47'30'E 101.20'
L34 S6449'28'W§60�99'
L53 N5154'I8'W 26.43'
L16 S4236'12 -'E 146.00'
L33 N8510'32'WL34
N37'0i'00'W 100.12'
L17 S297675'W 100.00'
L36 S64'49'24W
L55 N2322'18'W 87.36'
L18 S2023'40'W 54.55'
L37 51933'32'WL19
/ ELIJAH C. CLARY SURVEY, ABSTRACT NUMBER 323,
S40'5a'41'E 130.10'
L38 N90'00'00'W
LOCATION MAP
(NOT TO SCALE)
GRAPHIC SCALE
( IN Feer )
1 inch - 100 fL
/
/
/
/
J. %
s
FINAL PLAT
l
\\
/ '1 GLADE 360 ADDITION
% LOTS 1 AND 2, BLOCK A
15' EASEMENT AND
RIGHT-OF-WAY A$
ONCOR ELECTRIC DFIIVERY67.757
ACRES OUT OF THE
COMPANY LLC
DOC. NO. D209305277 I
/ ELIJAH C. CLARY SURVEY, ABSTRACT NUMBER 323,
AND THE GREEN W. MINTER SURVEY, ABSTRACT NUMBER 1083
\\�A
/
/
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
EXISTING ZONING: PCD
PROPOSED ZONING: R -MF
/
/
CRP-GREP ELAN
i
GRAPEVINE OWNER, L.P. APPUCANT/OWNER
'
600 E. Las Colinas Blvd., Suite 2100 (214) 965-6000
/
Irving, Texas 75039
/
I
LEGEND
NOTES
GRAPEVINE HOLDINGS, LTD OWNER
POB
POINT OF BEGINNING
1. THE BASIS OF BEARING IS DERIVED FROM GPS OBSERVATIONS USING THE CITY OF
GRAPEVINE GEODETIC MONUMENTS. (COORDINATE SYSTEM: NORTH CENTRAL ZONE
17101 Preston Road, Suite 100 97 H
( 2) 669-9555
'
MON AD
HIGHWAY MONUMENT WITH ALUMINUM DISC
4202 STATE PLANE COORDINATES, NAD 83)
Dallas, Texas 75248
IRF
IRON ROD FOUND
i
'IRS
CAPPED IRON ROD SET
2. BENCHMARK: CITY OF GRAPEVINE MONUMENT NO. 9 (ELEVATION= 589.64')
MON
ROW
MONUMENT
RIGHTWAY
CITY OF GRAPEVINE MONUMENT NO. 12 (ELEVATION= 576.96')
THE GARDNER 360 WIC PARTNERSHIP -WEST OWNER
HIGHWAAYY
3. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURACE
M
ESMT
RATE MAP NUMBER 4B439C0115K MAP REVISED SEPTEMBER 25, 2009, A PORTION
17101 Preston Road, Suite 100 (972) 669-995$
EIEC
EASEMENT
ELECTRIC
OF THE SUBJECT TRACT UES WIE TH SPECIAL FLOOD HAZARD AREA ZONE AE,
AREAS DETERMINED TO BE INSIDE THE 100 YEAR FLOODPLAIN.
Dallas, T9Xa8 75246 i
I
PP
POWER POLE
i
JGL
UNDERGROUND LINE
JBI PARTNERSVAULT, INC. SURVEYOR
TV
TSP
TRAFFIC SIGNA
SIGNAL
TRAFFIC L POLE
16301 Quorum Drive, Suite 200 B (972) 248-7676
TSB
TRAFFIC SIGNAL BOX
Addison, Texas 75001
LP
LIGHT POLE
Contact: Chuck McKinney
CONC
CONCRETE
TBPE No. F-438 TBPLS No. 10076000
MHST
MANHOLE STORM
THIS PLAT WAS FILED IN CABINET__, SLIDE ------, DATE _
July 11, 2018 Sheet 2 of 4
h�
DETAIL A
DETAIL B
STq r �•�
r�gR,q F y�0tiw 4
orti q y
R ° w)`360
A
F
F9sC0��'p/
its
FINAL PLAT
GLADE 360 ADDITION
LOTS 1 AND 2, BLOCK A
67.757 ACRES OUT OF THE
ELIJAH C. CLARY SURVEY, ABSTRACT NUMBER 323,
AND THE GREEN W. MINTER SURVEY, ABSTRACT NUMBER 1083
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
EXISTING ZONING: PCD
PROPOSED ZONING: R—MF
CRP-GREP ELAN
GRAPEVINE OWNER, L.P.
APPLICANVOWNER
600 E'Los Colinas Blvd., Suite 2100
(214) 965-6000
Irving,Texas 75039
GRAPEVINE HOLDINGS, LTD
OWNER
17101 Preston Road, Suite 100
(972) 669-9955
Dallas, Texas 75248
THE GARDNER 360 WLC PARTNERSHIP -WEST OWNER
17101 Preston Road, Suite 100 (972) 669-9955
Dallas, Texas 75248
JBI PARTNERS, INC. SUR
16301 Quorum Drive, Suite 200 B (972) 248-7676
Addison, Texas 75001
Contact: Chuck McKinney
TBPE No. F-438 TSPLS No. 10076000
11, 2018 Sheet 3 of 4
OWNER'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF TARRANT $
WHEREAS, ORP-GREP ELAN GRAPEVINE OWNER, LP., The Gardner 360 WLC Partnership -Went, and Grapevine Holdings,
LTD are the owners of a parcel of land located In the City of Grapevine, Tarrant County, Tome, being o part of the
Elijah C. Clary Surrey, Abstract Number 323, and being a part of the Green W. Minter Survey, Abstract 1083, and
being all of that coiled 14.336 core tract of land described in deed to CRP -GRED ELAN GRAPEVINE OWNER, L.P. as
recorded in Document Number D213141399, Tarrant County Deed Rwanda, and being all of that called 6.071 ase
tract of land described in deed to CRP-GREP ELAN GRAPEVINE OWNER, L.P. as recorded in Document Number
D21aI4I39a, Tarrant County Deed Records, and being oil of that called 23.918 tract of land described In deed to The
Gardner 360 WLC Partnership -West as recorded in Volume 15348, Pogo 75, Torrent County Deed Record., and also
being a part of that wiled 30.341 acre tract of land described in deed to Grapevine Holding. Ltd as recorded in
Volume 16182, Page 9, Tarrant County Deed Records, and being further described as follows:
BEGINNING at a highway monument with an aluminum disc found at southwest comer of said 14.336 acre tract, said
point also being at the intersection of the north right-of-woy of Glade Road (a variable width right-of-way) with
the east right-of-way of State Highway 360 (a variable width right-of-woy);
THENCE along the east right-of-way line of State Highway 360 as follows:
North 29 degrees 23 minutes 17 amends West, 193.24 feet to a highway monument with an
aluminum disc found for tremor,
North 27 degrees 58 minutes 48 seconds West, 195.10 feet to o highway monument with an
aluminum of= found for comm:
North 31 degrees 03 minutes 10 seconds West, 99.30 feet to a highway monument with an
aluminum disc found for comer.
North 41 degrees 19 minutes 29 second. West, 104.66 feet to a highway monument with an
aluminum disc found M comer,
Northwesterly, 399.12 feet along a carve to the right having a central angle of 06 degrees 02
minutes 03 seconds, o radius of 3789.72 feet, a tongent of 199.74 feet, and whose chord bean North 28 degrees
10 minutes 40 seconds West, 398.93 feet to a highway monument with an aluminum disc found for comer.
North 25 degrees 24 minutes 31 aeaond. West. 26.27 feet to a highway monument with an
aluminum disc found for comer,
North 02 degrees 57 minutes 29 seconds East, 52.70 feet to c highway monument with an
aluminum disc found for comer;
North 24 degrees 54 minutes 48 second. West, 21.60 feet to a one-half Inch Iron rod with yellow
cap stomped 'JBI' set far comer, said point being the northwest comer of acid 14.336 acre tract, said point also
being the southwest comer of that said 6.071 sae tract;
North 25 dogma 05 minutes 05 ascends West. 40.30 feet to a highway monument with an
aluminum disc found for comer,
North 81 degrees 25 minutes 40 seconds West 30.15 feet to a highway monument with an
aluminum disc found for comer;
North 25 degrees 10 minutes 36 seconds West. 1585.93 feet to a one-half Inch Iran rod found for
comer. said point being the northwest comer of said 23.918 acre tract. sold point also being the southwest tamer
of said 30.341 ace tract;
North 25 degrees 09 minutes 27 second. West, 1325.10 feet to a highway monument with an
aluminum disc found for comer,
Northwesterly, 565.29 feet along a curve to the len having o central angle of 16 degrees 41
minutes 47 seconds. a radius of 1939.85 feet, a tangent of 284.66 feet, and whose chord bean North 33 degrees
31 minutes 42 seconds West 563.29 feet to a highway monument with an aluminum disc found for comw;
North 41 degrees 52 minutes 35 seconds West, 50.00 feet to a highway monument with an
aluminum disc found for comer,
Northwesterly. 233.37 feet along a curve to the right having a control angle of 41 dogmas 47
minutes 08 aeconds, a radius of 320.00 feet, a tongent of 122.15 feet, and whose chard bean North 20 degrees 59
minutes 09 second. West, 228.24 feet to a highway monument with an aluminum disc found for comer,
North 00 degrees 05 minutes 35 seconds West, 68.58 feet to a highway monument with an
aluminum disc found for co
North 89 degrees 17 minutes 09 seconds West, 21.89 feet to awe -half Inch Iron rod with yellow
cap stamped 'JBI' set for comes in the -at right-of-way line of Euless -Grapevine Road par a street right-of-way
dead to the City of Grapevine as recorded In Document Number D205161589, Tarrant County Deed Records;
THENCE along the east right-of-way line of Euless -Grapevine Road as follows:
North 14 degrees 16 minutes 31 seconds West, 126.04 feet to 0 one-half inch Iran rod
with yellow cap stomped 'JBI' set for comer,
North 00 degrees 32 minutes 19 seconds West, 286.88 feet to a one-half inch iron rod with yellow
cap stamped 'JBI' set for comer,
North 06 degrees 59 minutes 09 seconds East. 62.50 feet to a eve -eighths inch bon rod with
yellow cop stamped 'SURVOON INC.' found for tamer;
North 00 degrees 08 minutes 35 seconds East, 51.65 feet to a point for comer in the centerline
of Bear Creak, said point also being in the west line of the Dallas/Fort Worth International Airport;
THENCE along the cantedine of Bear Creek and the east line of said 30.341 acre tract and the west line of the
Dallas/Fort Worth International Airport as follows:
South 65 degrees 26 minutes 08 seconds East, 325.18 feet to a paint for comer;
South 05 degrees 58 minutes 30 seconds East, 155.70 feet to a point for comer;
South 24 degrees 02 minutes 30 second. East, 163.50 feet to a point for comer,
South 45 degrees 26 minutes 30 seconds East, 49.50 feet to a point for comer,
South 65 degrees 14 minutes 30 seconds East, 93.90 feet to a point for comer,
South 12 degrees 58 minutes 30 seconds East, 138.30 feet to a point far corner,
South 05 degrees 53 minutes 30 seconds West, 135.80 feet to a point for comer,
South 44 degrees 39 minutes 30 seconds East, 258.10 feet to a point for comer,
South 33 degrees, 24 minutes 30 seconds East. 220.50 feet to a point for comes;
South 50 degrees 22 minutes 30 second. East, 287.50 feet to a point for comes;
North 71 degrees 31 minutes 30 seconds East, 268.20 feet to a point for earner,
South 11 degree. 40 minutes 30 seconds East. 154.00 feet to a point for comer,
South 17 degrees 59 minutes 30 seconds West, 53.80 feet to a point for comer,
South 09 degrees 58 minutes 30 seconds East, 145.00 feet to a point for comer;
South 38 degrees 11 minutes 30 seconds East, 129.00 feet to a point for comer;
South 40 degrees 53 minutes 30 seconds East 115.60 feet to a point for comer•,
South 08 degrees 02 minutes 30 seconds West 67.70 feet to a point far coma.
South 49 degrees 56 minutes 30 seconds West, 271.30 feet to o point for comer,
South 20 degrees 44 minutes 30 ascends West, 85.80 feet to a point for comer,
South 49 degrees 25 minutes 30 seconds East, 263.70 feet to a point for comer.
South 73 degrees 47 minutes 30 seconds East, 101.20 feet to a point far comer,
South 42 degrees 36 minutes 12 seconds East, 146.00 feet to a point for come;
South 29 degrees 26 minutes 25 seconds West, 100.00 feet to the northeast comer of sold 23.918
acre tract of land:
THENCE continuing along the canteri of Bear Creek and the east line of said 23.918 acre tract and the west line
of the Dallas/Fort Worth International Airport as follows:
South 20 degrees 23 minutes 40 seconds West. 54.55 feet to a point for tomo;
South 40 degrees 58 minutes 41 swcanda East. 130.10 feet to a point for comer;
South 14 degrees 34 minutes 30 seconds East, 99.40 feat to a point for comer;
South 21 degrees 54 minutes 48 seconds East, 222.15 Net to o point for comer,
South 44 degrees 08 minutes 29 seconds East, 375.19 feet to a point for comes;
South 39 degrees 37 minutes 45 seconds East, 95.97 feet to a point for comer;
South 65 degrees 07 minutes 45 seconds East 175.46 feet to a point for toner;
South 20 degrees 43 minutes 45 socands East, 212.81 feet to a point for comer,
South 48 degrees 50 minutes 35 seconds East, 144.20 Net to a point for comer in the east
line of said 6.071 acre trod;
THENCE continuing along the east line of said 6.071 acre tract and the west line of the Dallas/Fort Worth
International Airport as follows:
South 79 degrees 25 minutes 45 seconds East, 205.58 feet to a point for comer,
South 01 dogma 20 minutes 13 second West 30.64 feet to a point for comer,
South 01degrees 06 minutes 45 seconds East, 239.36 feet to a five-eighths Inch Iran rod found
at the southeast comer of sold 6.071 acre tract, said point also being the northeast comer of sold 14.336 acre
tract;
THENCE South 00 degrees 00 minute. 54 seconds East, 993.83 feet along the west line of the Dallas/Fort Worth
International Airport to a monument with brass disc found for comer, sold point being the southeast caner of said
14.336 acre tract, said point ciao being In the north right-af-way line of Glade Road:
THENCE along the north right-of-way line of Glade Road as follows:
West, 234.43 feet to a one-half Inch Iron rod with yellow cap stomped 'JBI' at for corner;
Nath 79degrees 23 minutes 48 second. West, 132.59 feat to the POINT OF BEGINNING and
containing 2,951,513 square feet or 67.757 acres of land.
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT KFF Limited Partnership, an
Ohio limited partnership, The Cardner 360 WLC Pcrtnership-West, and Grapevine Holdings,
LTO does hereby adopt this plot of GLADE 360 ADDITION, an addition to the City of
Grapevine, Torrent 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 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 structure.
shall be constructed, reconstructed, or placed upon, over, or across the easements as
shown. Said easements being hereby reserved for the mutual use and accommodation of
all public utilities using, or desiring to use same. Any City or franchised utility shell hove
the full right to remove and keep removed all or parts of any fences, trees, shnlbs, or
other Improvements or growths 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 oil times have the full right of ingress end egress to
and from and upon said easements for the purpose of constructing, reconstructing,
inspecting, patrolling, maintaining, and adding to or removing all or parts of its respective
system without the necessity at any time of procuring the permission of anyone. We have
reviewed the Clt/s findings concerning dedications and I do agree that the statements are
true and correct. 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 _ 2018
(Signature of CRP-GREP ELAN Represenative)
(printed Title of CRP-GREP Signe.)
STATE OF _ §
COUNTY OF §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day
personally appeared known to me to be the person and
officer whose name is subscribed to the foregoing Instrument, and acknowledged to me
that he executed the some for the purposes and considerations therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _dcy of _ 2018
Notary Public, State of Texas
Witness my hand this the _ day of _, 2018.
(Signature of The Gardner 360 WLC Partnershp-West)
(printed Title)
STATE OF §
COUNTY OF §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day
personally appeared known to me to be the person and
officer whose name is subscribed to the foregoing Instrument, and acknowledged to me
that he executed the some for the purposes and considerations therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of 2018
Notary Public, State of Texas
Witness my hand this the day of 2018.
(Signature of Grapevine Holdings, LTO)
(printed Title)
STATE OF §
COUNTY OF §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, an this day
personally appeared known to me to be the person and
officer whose name Is subscribed to the foregoing Instrument, and acknowledged to me
that he executed the some for the purposes and considerations therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the __day of , 2018
Notary Public, State of Texas
PLANNING & ZONING COMMISION:
Date Approved:-
Chairman:
pproved:_Chairman:
Secretary.
GRAPEVINE CITY COUNCIL:
Date Approved:
Mayor:
City Secretary.
AVICATiON RELEASE
THE STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS, CRP-GREP ELAN GRAPEVINE OWNER, L.P., The Gardner 360 WLC Portnership-West,
and Grapevine Holdings, LTD, hereinafter called 'Owner', are the owners of that certain parcel of
land situated in the City of Grapevine, Tarrant County, Texas, being said property as described
as shown on this plat. NOW THEREFORE, in consideration of the sum of ONE AND 00/100
(:1.00) DOLLAR and other good and valuable consideration, the receipt and sufficiency of which
is hereby fully acknowledged and confessed, Owner does hereby waive, release, remise and
quitclaim to the City of Grapevine, Tarrant County, Texas, the Dallas -Fort Worth International
Airport Board, the Cities of Dallas, Texas and Fort Worth, Texas, their successors and assigns,
hereinafter called 'Cities', for the use end benefit 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 Airport, to an Infinite height
above some, whether such damage shall originate from noise, vibration, fumes, dust, fuel and
lubricant particles, and all other effects that may be caused by the operation of aircraft,
landing at, or taking off from, or operating at or on the Dallas -Fort Worth International Airport.
This instrument does not release the owners or operators of aircraft from liabnity for damage
to person or property caused by falling aircraft or falling physical objects from aircraft, except
as stated herein with respect to noise, fumes, dust, fuel, and lubricant particles. It is agreed
that this Release shall be binding upon said owner and his heirs and assigns, and successors in
interest to said property, 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 the county or counties in
which the property is situated.
EXECUTED at Texas, this _ day of 2018
(Signature of CR-GREP ELAN Representative)
(printed Title of CRP-GREP ELAN Sign")
STATE OF _ §
COUNTY OF §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day
personally appeared known to me to be the person and
officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he
executed the some for the purposes and considerations therein expressed and in the capacity
therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of __ 2018
Notary Public, State of Texas
EXECUTED at Texas, this __ day of 2018.
(Signature of The Gardner 360 WLC Partnershp-West)
(printed Title)
STATE OF §
COUNTY OF §
BEFORE ME, the undersigned, a Notary Public In and for The State of Texas, on this day
personally appeared known to me to be the person and
officer whose name is subscribed to the foregoing instrument, and acknowledged to me
that he executed the some for the purposes and considerations therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of _ 2018
Notary Public, State of Texas
EXECUTED at Texas, this __ day of 2018.
(Signature of Grapevine Holdings, LTD)
(printed Title)
STATE OF §
COUNTY OF §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day
personally appeared known to me to be the person and
officer whose name is subscribed to the foregoing instrument, and acknowledged to me
that he executed the some for the purposes and considerations therein expressed and in
the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _day of 2018
Notary Public, State of Texas
THIS PLAT WAS FILED IN CABINET___, SLIDE DATE
Surveyors Certificate
Know All Men By These Presents
That I, Mark W. Harp, of JBI Partners Inc., a Registered Professional Land Surveyor of the State
of Texas, do hereby certify that I prepared this plat and the field notes made a port thereof
from an actual and accurate survey of the land and that the comer 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. Texas.
Dated this, the -day of 2018. 1p OF
YIAIk w NArw
Mark W. Harp. R.P.LS. M 6425 "'t�""""&�
JBI Partners, Inc.
0 AQ
STATE
NS
U
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day
personally appeared Mark W. Harp, known to me to be the person and officer whose name is
subscribed to the foregoing Instrument, and acknowledged to me that he executed the some
for the purposes and considerations therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this the _-day of 2018
Notary Public, State of Texas
$� W ROSA M.�R�IA
Mawr wR•",wsea
FINAL PLAT
GLADE 360 ADDITION
LOTS 1 AND 2, BLOCK A
67.757 ACRES OUT OF THE
ELIJAH C. CLARY SURVEY, ABSTRACT NUMBER 323,
AND THE GREEN W. MINTER SURVEY, ABSTRACT NUMBER 1083
CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
EXISTING ZONING: PCD
PROPOSED ZONING: R -MF
CRP-GREP ELAN
GRAPEVINE OWNER, LP.
APPLICANVOWNER
600 E. Las Colinas Blvd., Suite 2100
(214) 965-6000
Irving, Texas 75039
GRAPEVINE HOLDINGS, LTD
OWNER
17101 Preston Road, Suite 100
(972) 669-9955
Dallas, Texas 75248
THE GARDNER 360 WLC PARTNERSHIP -WEST OWNER
17101 Preston Road, Suite 100 (972) 669-9955
Dallas, Texas 75248
JBI PARTNERS, INC. SURVEYOR
16301 Quorum Drive, Suite 200 B (972) 248-7676 I
Addison, Texas 75001
Contact: Chuck McKinney
TBPE No. F-438 TBPLS No. 10076000 k
11, 2018 Sheet 4 of 4