HomeMy WebLinkAboutItem 18 - FP Stone Bridge OaksFinal Plat Application
Stone Bridge Oaks
PLAT INFORMATION SHEET
FINAL PLAT •• OF
STONE BRIDGE OAKS
• The applicant, Mr. Chisha Musenda is platting this 23.577acre site to build 138
town homes. This site is located south of the Southern Baptist Convention
Addition between Euless -Grapevine Road and State Highway 360.
11. STREET SYSTEM:
• The development has access to Euless -Grapevine Road and SH360.
• The abutting roads: Z are on the City Thoroughfare Plan
❑ are not on the City Thoroughfare Plan
Z Periphery Street Fees are due as follows:
1. Euless -Grapevine Road, a Minor Arterial
2. SH360 - Sidewalk fee
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
Z Minor Arterial (D)
$ 170.33 / LF 1,540.14' $ 262, 332.05
❑ Collector (E)
$ 170.33 / LF
❑ Collector (F)
$ 150.98 / LF
ZSidewalk
$ 25.00 / LF 236.24' $5,906.00
❑Curb & Gutter
$ 10.00/LF
TOTAL $ 268, 238.05
❑ Periphery Street Fees are not required for the development.
111. STORM DRAINAGE SYSTEM:
• The existing stormwater runoff flows west to east under SH360 and ultimately
to Big Bear Creek.
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Developer is proposing the drainage facility, drainage easement and open space
for Lot 1, Block 12 and Lot 1, Block 13 to be maintain by a Homeowners
Association (HOA).
• 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:
a
►1
►1
Water and Wastewater Impact Fees are not required for:
Water and Wastewater Impact Fees are due prior to the issuance of building
permits for Stone Bridge Oaks
( $ 2,778 / Lot)
( $ 1,291 / Unit)
( $ 47,631 / Acre)
( $ 22,023 / Acre)
( $ 7,688 / Acre)
( $ 6,352 / Acre)
Open Space Fees are not required for Stone Bridge Oaks
Open Space Fees are required
❑ R-5.0, 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)
R:\AGENDA\05-16-06\StoneBridge0aks_F.doc
Single Family Residential
Fj
Multifamily
Hotel
❑
Corporate Office
❑
Government
❑
Commercial / Industrial
( $ 2,778 / Lot)
( $ 1,291 / Unit)
( $ 47,631 / Acre)
( $ 22,023 / Acre)
( $ 7,688 / Acre)
( $ 6,352 / Acre)
Open Space Fees are not required for Stone Bridge Oaks
Open Space Fees are required
❑ R-5.0, 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)
R:\AGENDA\05-16-06\StoneBridge0aks_F.doc
❑ Public Hearing Only
City Council and Planning and Zoning Commission Action scheduled
for
❑ Variances are required on the following items:
❑ Front building line
❑ Rear building line
❑ Lot depth
❑ Other —
BZA hearing to be conducted on
® 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:
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.
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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.
Z 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.
Z 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 Stone Bridge Oaks.
O:\AGEN DA12006\5-16-06\StoneBridge0aks_F.doc
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FEMA FLOOD NOTE
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY'S FLOOD INSURANCE RATE MAP NUMBER
48439CO215 H, THE SUBJECT PROPERTY LIES ENTIRELY
® OUTSIDE THE 600 YEAR FLOODPLAIN.
EASEMENT NOTE:
q "�gtiq S 24°57'00"E / / SHADED AREA AS SHOWN ON THE PIAT OF GLADE CORNERS
ADDITION SHOWS THIS TO BE EXISTING DRAINAGE AND IS THE
wJ 0 "
49.9B / / EXTENSION OF A DRAINAGE EASEMENT DEDICATED IN SAID PLAT.
VIP. S 0 9 1 7'1 B E / DID NOT FIND ANY DOCUMENT SUPPORTING THAT THIS AREA IS
S R LJ1 3 6 , 4 0' AN ACTUAL DEDICATED EASEMENT. AREA MAY BE RECOGNIZED
AS A DRAINAGE EASEMENT DUE To SAID PLAT, ALTHOUGH PLAT
BOUNDARIES DO NOT ENCOMPASS THIS AREA
IRSMAP BRASS• & CC MON.
URIINACE EASEMENT
VOL 1s+� Pc. 537'�1
smtrM sEwtR S,Asp \ X -cur IN Cc THE GARDNER 360
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CORNER CUP AND SIGHT }? 1? .
DISTANCE ESMTS. .,
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VOL. 15348, PG 76
D. R. T. C. I.
ZONED: PCD
(SOUTH 713.085
�z 5'DMWE�""'S 00°30'42"E 713.161
O g 2' IRF
GREENS
c7j e a 2452 2Ti 5 NSPACE BLOCK 14 LOT g1 5p' 61 • 0,70'30.78 30.78
0 S 100• 16E 1614EO 3050' 0.70' BLOC
19 145ti65 N. S 050, .5 BL e
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BLOCK 9
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PRWE CTR Er SYSTEM NOTES
1. ALL STREETS IN STONE BRIDGE OAKS SHALL DE PRIVATE AND CONTAINEDIN
LOT 1 BLOCK AND SHALL BE IN A PRIVATE ACCESS, PUBLIC UTILITY
&
DRAINAGE EASEMENT. NT.
2. PRIVATE STREETS SHALL BE OWNED AND MAINTAINED BY MANDATORY HOME
OWNERS ASSOCIATION (H.OA).
GRAPHIC SCALE
FINISH@0 FLOOR ELEVATIONS NOTE 600 30 60 120 240
SEE SHEET 3 OF 3 FOR ALL MINIMUM FINISHED FLOOR ELEVATIONS FOR LOT
ADJACENT TO DRAINAGE EASEMENTS. SUPERIOR
(IN FEET )
11NCH= 60 FT.
1
II
I LOT 2 BLOCK 1
GLADE CORNERS ADDITION
CAB. A, SLIDE 6296 D. R. T. C. T.
IRSMAP I I ZONED: PCD
IS 89°23' ° 54`W 730.40)
GREEN I S BB 491 475I W
SPACE I OB 54 FUTURE
\ \ APPROXIMATE ms
CONNECTION
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F $ B 0 5
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50 30.50 3
30.5 3 27 15
N 122.00 \\o
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P WLC PARTNERSHIP - EAST
VOL. 15348, PG 76
D. R. T. C. I.
ZONED: PCD
(SOUTH 713.085
�z 5'DMWE�""'S 00°30'42"E 713.161
O g 2' IRF
GREENS
c7j e a 2452 2Ti 5 NSPACE BLOCK 14 LOT g1 5p' 61 • 0,70'30.78 30.78
0 S 100• 16E 1614EO 3050' 0.70' BLOC
19 145ti65 N. S 050, .5 BL e
4
BLOCK 9
--15-4q
3
PRWE CTR Er SYSTEM NOTES
1. ALL STREETS IN STONE BRIDGE OAKS SHALL DE PRIVATE AND CONTAINEDIN
LOT 1 BLOCK AND SHALL BE IN A PRIVATE ACCESS, PUBLIC UTILITY
&
DRAINAGE EASEMENT. NT.
2. PRIVATE STREETS SHALL BE OWNED AND MAINTAINED BY MANDATORY HOME
OWNERS ASSOCIATION (H.OA).
GRAPHIC SCALE
FINISH@0 FLOOR ELEVATIONS NOTE 600 30 60 120 240
SEE SHEET 3 OF 3 FOR ALL MINIMUM FINISHED FLOOR ELEVATIONS FOR LOT
ADJACENT TO DRAINAGE EASEMENTS. SUPERIOR
(IN FEET )
11NCH= 60 FT.
1
II
I LOT 2 BLOCK 1
GLADE CORNERS ADDITION
CAB. A, SLIDE 6296 D. R. T. C. T.
IRSMAP I I ZONED: PCD
IS 89°23' ° 54`W 730.40)
GREEN I S BB 491 475I W
SPACE I OB 54 FUTURE
\ \ APPROXIMATE ms
CONNECTION
\ �rs$de
? D.RTC.T• srATE PVOiE COOROaMT6
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SPACE
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BLOCK 13, LOT 1
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65 'S e N PROPOSED ' 'o
189 > DRAINAGE s�
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31' AREA
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30.54 �'S6 LOT1 BLOCK 12 GREEN
SPACE
GREEN SPACE
AP
(VARIABLE
ON 511EET 2 OF s
0.244 ACRE IN R.O.W.
CUP AND SORT
EASMENTS
DEDICATION
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169, PG.5
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PLANNED RESIDENTIAL DEVELOPMENT
BLOCK 1 LOTS 1.18, BLOCK 2 LOTS 1-8,
"= BLOCK 3 LOTS 1-11, BLOCK 4 LOTS 1.18,
BLOCK 5 LOT91d, BLOCK 8 LOTS 1-18,
BLOCK71LOTS -20,
BLOCK a LOTS 1-8, BLOCK 0 LOTTS 1.8,'
GLADE WOODS
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❑
,1A' BLOCK 10 N. 0 20 N a o 0 014 o l S
E PIPE S 0'1 4 59 E 324.31
�• °+ ,,m4 SO O' 518'IRF I Dote roved:
S 01'14'59"E 122.00' APP
Sp• S O7'14'59`E 122.Q0' "r --1
11j1• 0 a+ m L6 3 3 12 0o BL K8 m o 30.50 30.50 30.50 30.50
30,75 3 0. > TO 30.50 30.50' 30.50' 30.50' I
q. 'u' 0 1 30• N 00'30'42 C 14 70,8 0011 0o Chairman:
e k PwvAT�Ac &pE. TAYLOR LANE OF oo g� o a V m o 0 of oo�� I Secretary:
A' pU8UC t70 C32 BLOCK 16, LOT N2p3• ^ v 8 o 07 08 ci o 1 �4 a3 02
p9 1 30.58 30.52
30, 7
C33 3 S 04'25' "W Sg 4° n ^ m•-:, �11
11• �5 3 65.2 E 1 S f0'(,Ce BL KS m m Em -C ! 8 z F GRAPEVINE CITY COUNCIL
C <12ps2 7 m o 0.50 C34 �Op 4845 C44 1n t IGS.L. 0'U.E. °I
BLOCK 16, LOT 1 3A'L 6 31 n m `� a `4 10' B.L. L34 7 S 2p S9• 1.22 Lt 30.50 30.50 1p �Jj 0.5 !.5 . i. 0 3 a Date Approved:
,5A'L 1. 18 vi15 n14 ^13 1m 0 4Ou C13N 07'1459 89.19 N 01'1459 122.00.
m1 >ON77p�, o o 12 011 M10 0 9 o 9524 S 0 74'59'E BLOCK IS, LOT
O 64.47 (4.068 A.G.) S 01'14'59'E 117.23' J I Mayor:
0 19 0•s0. , 30.50 30.50 30.50 30.50 vai oBl O7 8 0 8 mn a 7 3 72 5 9 @ e 45 19B.L. I I City Secretory:
SLO 7 0.100061 N 00'S6'S4`E 122.02' w 30'66 30.66 30.66 3 ^ ^ o w-4 5 m ro 4 0 ^ m I Y ' NOTE THIS PLAT WAS
rn 20 0 -10 tiN1 ¢ N 10.73, 30.66 ^ < O 0 w . 0 D o n
p 6 0,66 O 3 0 0 5 8 ' T 8 c1 PREPARED WITHOUT
in v 60 13 G 20`E 214. 30.6g 30.66 aai 0 2 0 o o m I o I THE BENEFIT OF TITLE
pN •10• �5 60' 1 Doi BL KS m D Z - WORK
u o SU GREEN SPACE GREEN SPACE w SLC O
c ri BLOCK 11 LOT 1 30.90 30,90 30.90 ado 35.0' r 0 w NOTE: BEARINGS ARE
z'
rid. ^Naos G N 30 90 30.50 30.50' 30.50' 30.50' I� DERIVED FROM GPS
0810015cm
6E 13's 0.90 Q o ( N O7'14'28"1Y 122.00' �� U Z OBSERVATION. TEXAS
GREEN BLOCK 15, LOT 1 N r O W p fl NORTH CENTRAL NAD B3
r+� 2 3520'73331'' 9 9p1" 16635 g 3p 3p, 7 S 50 -+ SPACES DR,nDSE E6Mr--I I(�j m m N Z NOT SHO NOEMENTS
S E 1.2• SS 8.01 • GREEN SPACE w Z
m o °5030 SSO `' 6 31.26 311 52 3°6q O 78362 5646E 152- }0•`.>D j Q o �tl m N F U <N SURVEY.
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F. E o SO 31• CO PRIVATE ACCESS, >3 I oF,r°DWFCP j PLAT" T OR �m CA1
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LIECOM EASEWERT
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J � BL K 3 �" 61 30.61' 30.67 32j .- .- w � 19. •- o o -- -- ^ w ^ •- jjj
SLOCK 12 LOT 1 25 30.93' 30.0 0 O N O6'21'41"W N 7g• 3?.>6 Lay BL 4
27, 3�, Eo 1� yt 83 5g �6 3?>6 83 30.50 30.50' 30.50' 20' 30.50' 30.50' 30.50' .50' 3f.08' 351`00 I
BUILDING UNE 30.50 32'25 m 2T BUILDING LINE P 0.50' 19' 30.50 30.50 Lg a FINAL PLAT
m z 07'1017 724.7 N O1'29'it"W 281.89'
GREEN SPACE GREEN SPACE m I PER CLrE CAOOAmmN
STONE BRIDGE OAKS
R.O.W.. DEDICATION - BLOCK 15, LAT 1 DEDICATION LINE _ _ -
" SHEET 1 OF 3
IRF N 131028'56"W 3 1 1 .3 51 5AP IRF CITY OF GRAPEVINE,TARRANT COUNTY, TEX1
N ®1 ° 1 011 1'IW 9 59.6 1 SEE DETA6 A CN SHEET R IT 3 O
IN00°37'39'W959.72) FOR EE EMvm n 9EMG23.BJ7ACPE90UrOPG.W.MINTER SURVEY
®.. AesTRAcraloAl
E U L. E S S- C RA P E V I N E ROAD 136 LOTS- TOWN HOUSES
5 LOTS GREEN SPACE
® r� (3 L. E N R ®®1� D R •
(VARIABLE
IR.O.W.1 wrvunc Ic aunrA.a.c
`l
W
QOWNER
? '� GRAPEVINE 3E0. LP.
L /
-- 1 LOT PRIVATE ACCESS
®
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GLADE CR
VOL. 388
)SSING 1A
169, PG.5
.g
®
PLANNED RESIDENTIAL DEVELOPMENT
BLOCK 1 LOTS 1.18, BLOCK 2 LOTS 1-8,
"= BLOCK 3 LOTS 1-11, BLOCK 4 LOTS 1.18,
BLOCK 5 LOT91d, BLOCK 8 LOTS 1-18,
BLOCK71LOTS -20,
BLOCK a LOTS 1-8, BLOCK 0 LOTTS 1.8,'
5
J ®
ZONED:
R-7.5
ENGINEER
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BLOCK 11 LOT'. BLOCI(12 LOT 7,
BLOCK 13 LOT7, BLOCK 14 LOT 1,
,3 BLOCK 15 LOTt, BLOCK 18 LOT 1,
THIS PLAT FILED IN CABINET
® r� (3 L. E N R ®®1� D R •
SLIDE
;r `�. DATE
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W
QOWNER
? '� GRAPEVINE 3E0. LP.
C
SOO DECKER OR SUM MO
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CONTACT:DEANEU) WE
Q(872)402.8805d
ENGINEER
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❑
AVIGATION RELEASE
THE STATE OF TEXAS §
COUNTY OF TARRANT§
WHEREAS, GRAPEVINE 360, L.P., HEREINAFTER CALLED "OWNER", IS THE OWNER 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 CRIES OF DAL TEXAS ERAS A ND FORT WORTH TEXAS
THEIR SUCCESSORS AND ASSIGNS HEREINAFTER CALLED LE CITIES" FOR THE USE AND BENEFIT Of THE PUBLIC AND ITS AGENCIES ANY AND ALL CLAIMS FOR
DAMAGES OF ANY KIND TO PERSONS O OR PROPERTY THAT OWNER MAY SUFFER BY REASON OF THE PASSAGE AND FLIGHT OF All AIRCRAFT IN THE AIR SPACE
ABOVE OWNER'S PROPERTY ABOVE THE HEIGHT RESTRICTION AS PRESENTLY ESTABLISHED BY ORDINANCE NO. 73-50 FORE
7H CITY OF GRAPEVINE, KNOWN AS
THE AIRPORT ZONING ORDINANCE OF
THE DALLAS -FORT WORTH INTERNATIONAL AIRPORT 70 AN INFINITE HEIGHT ABOVE SAME, WHETHER SUCH DAMAGE SHALL
ORIGINATE FROM NOISE, VIBRATION, FUMES, DUST, FUEL AND LUBRICANT PARTICLES, AND ALL OTHER EFFECTS THAT MY 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 LIABILITY 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 2006
DEAN ELDRIDGE
GRAPEVINE 360, L.P.
THE STATE OF TEXAS §
COUNTY OF TARRANT§
BEFORE ME ON THIS DAY PERSONALLY APPEARED DEAN ELDRIDGE 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 ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND
CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS _ DAY OF AD. 2006.
NOTARY SIGNATURE
SURVEYOR'S CERTIFICATE
I, J.E. THOMPSON II R.P.L.S. NO 4857, OF ALL AMERICAN SURVEYING, INC., A REGISTERED PROFESSIONAL LAND SURVEYOR OF THE STATE OF TEXAS, DO HEREBY
DECLARE THAT I PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE SURVEY ON THE LAND 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.
2 OF 7P
`?Ua1 rS4�,a 4p
J.E: TIiOMPSON
J.E. THOMPSON II R.P.L.S. NO 4857 "4857 ..�
4
19F,AO
S i1 Eta
STREETS AND DRAINAGE FACILITY MAINTENANCE AGREEMENT
THE STREETS AND DRAINAGE FACILITIES SHALL BE MAINTAINED BY THE OWNER OR HOME OWNER'S
ASSOCIATION (HOA) IN COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS AND TO THE
SPECIFICATIONS OF THE ENGINEER OF RECORD.
IN THE EVENT THE OWNER AND/ OR HOA FAILS TO MAINTAIN DRAINAGE FACILITIES OR RETAINING WALL IN
ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, AND AFTER RECEIVING NOTICE FROM
THE CITY OF GRAPEVINE AND FAILING TO CORRECT THE VIOLATION OR TO COMMENCE AND SUBSTANTIALLY
COMPLETE THE NECESSARY WORK WITHIN THIRTY DAYS (30) DAYS OF RECEIPT OF SAID WRITTEN NOTICE,
THE CITY, SOLELY AT ITS OPTION, MAY MAKE THE NECESSARY CORRECTIONS AND REQUIRE THE OWNER TO
PAY THE REASONABLE COSTS WHICH SHALL INCLUDE THE RECOVERY OF ITS REASONABLE ATTORNEYS
FEES INCURRED IN MAKING SAID CORRECTION. THE OWNER DOES HEREBY RELIEVE, RELEASE, QUITCLAIM,
INDEMNIFY AND HOLD HARMLESS THE CITY OF GRAPEVINE, ITS AGENTS SERVANTS, OFFICERS AND
EMPLOYEES FOR ANY CLAIM, CAUSE OF ACTION, LAWSUIT, DAMAGES, EITHER PERSONAL INJURIES, DEATH
OR PROPERTY DAMAGE, ARISING OUT OF OR IN CONJUNCTION WITH THE OWNERSHIP AND MAINTENANCE OF
THE STREETS AND DRAINAGE FACILITIES. THE OWNER SHALL BE REQUIRED TO NOTIFY ANY PURCHASER OF
STONE BRIDGE OAKS OF THE REQUIREMENTS OF DETENTION FACILITIES LOCATED THEREON.
s
icaning65.91055-9106 STREET, TX76240D_FINAL TRBVISEDI.dW.
FEMA FLOOD NOTE
ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT
AGENCY'S FLOOD INSURANCE RATE MAP NUMBER
49439CO215 H, THE SUBJECT PROPERTY LIES ENTIRELY
OUTSIDE THE 500 YEAR FLOODPLAIN.
PRIVATE STREET SYSTEM NOTES
1. ALL STREETS IN STONE BRIDGE OAKS SHALL BE PRIVATE AND
CONTAINED IN BLOCK 16, LOT 1, AND SHALL BE IN A PRIVATE ACCESS,
PUBUO UTILITY 8 DRAINAGE EASEMENT.
2. PRIVATE STREETS SHALL BE OWNED AND MAINTAINED BY MANDATORY
HOME OWNERS ASSOCIATION (H.O.A.).
CITY OF GRAPEVINE CONTROL DATA
NORTHING, FASTING, ELEV.
IDENTIFICATION
DOCUMENTED 7018693.696, 2392674.230, 589.64
MONUMENT 9
MEASURED 7018693.846, 2392674.312, 589.632
? m
DOCUMENTED 7018360.703, 2398551.041, 600.72
MONUMENT 10
MEASURED 7016360.775, 2398551.091, 600.534
o w 3:
DOCUMENTED 7009314.901, 2394167.621, 604.76
MONUMENT 11
MEASURED 7009314.868, 2394167.745, 604.585
!'S?
DOCUMENTED 7022710.577, 2401729.219, 660.14
MONUMENT i3
MEASURED 7022710.588, 2401729.163. 660.225
NTS
GFS SCALE FACTOR : 0.9998750
EASEMENT DEDICATED AREA
ALL ELEVATIONS BASED ON KIND 1929
NET PLATTED AREA
3 STREET
om
O O O O
J J J J
30.5 PROPERTY
o UNE
W}
TYPICAL LOT LAYOUT
NTS
7..38'
4FY
5
56 0.0
N J B9' 0'54"E 0.
_5
. 6
75.42'
6
0.
2
6�
15' DRAINAGE EASEMENT
5
0•
0.
N 89
' 0,54,
rte -
74.90
S 13'51'18"E
15.41
DETAIL "C"
NTS
z �
DETAIL "A"
A
138
N01! Up m
SITE DISTANCE
? m
£
m
z
y
15'X15'
o w 3:
y
1
TOWN HOUSES
!'S?
5
DETAIL "B"
1
NTS
0.244 ACRES
TYPICAL CORNER CLIP &
SIGHT DISTANCE EASEMENT
NTS
NOTES:
1. LANDSCAPING WITHING THE SIGHT DISTANCES EASEMENT
SHALL BE DESIGNATED TO PROVIDE UNOBSTRUCTED
CROSS -VISIBILITY AT A LEVEL BETWEEN THREE (3) TO SIX (6) FEET
AS PER CITY CODE.
2. DUAL IS FOR ALL CORNER CLIPS.
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS, GRAPEVINE 360, L.P. IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE GW MINTER SURVEY ABSTRACT NO. 1083, CITY OF
GRAPEVINE, TARRANT COUNTY, TEXAS AND BEING PART OF THAT CALLED 30.787 ACRE TRACT OF LAND CONVEYED BY DEED TO THE GRONER 360 WLC
PARTNERSHIP -EAST, RECORDED IN VOLUME 15348, PAGE 76, DEED RECORDS, TARRANT COUNTY, TEXAS (D.R.T.C.T.) AND ALSO BEING A SURVEY OF THE COMBINATION
OF THETRACTS DESCRIBED AS TRACT I, TRACT III AND TRACT IV IN THE DEED TO THE VILLAGE AT GLADE CROSSING, L.P. RECORDED IN VOLUME 16239, PAGE 315,
R.T. C
D AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
C.
T.
BEGINNING AT A 5/8" IRON ROD FOUND FOR CORNER IN THE EASTERLY LINE OF EULESS-GRAPEVINE ROAD (A VARIABLE WIDTH R.O.W.) AT THE SOUTHWEST CORNER
OF SAID TRACT I S
ANDSAt D30.787 ACRE TRACT AND ALSO THE NORTHWEST OF SAID
TRACT IV'
NE OF 959.63 FEET TO A %' IRON ROD SET FOR CORNER'
SECONDS S W T LI OF SAID ROAD A DISTANCE ,
THENCE NORTH Ot DEGREE 10 MINUTES 11 EC WET WITH THE EAS
IRON ROD FOUND FOR CORNER
LINE OFS
THENCE NORTH Ot DEGREE 05 MINUTES 19 SECONDS WEST WITH THE EAST SAID ROAD ADISTANCE OF 264.16 FEET TOAS/8" I
AT THE NORTHWEST CORNER OF SAID TRACT AND THE SOUTHWEST CORNER OF LOT 1, BLOCK 1 OF THE SOUTHERN BAPTIST CONVENTION ADDITION, AN ADDITION TO
THE CITY OF GRAPEVINE, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 7907 MAP RECORDS, TARRANT COUNTYTEXAS (M.R.T.C.T.),;
THENCE NORTH 89 DEGREES 25 MINUTES 56 SECONDS EAST WITH THE SOUTH LINE THEREOF A DISTANCE OF 409.39 FEET TO A CAPPED IRON ROD FOUND FOR CORNER
AT THE MOST NORTHERLY NORTHEAST CORNER OF SAID TRACT 1;
THENCE SOUTH 00 DEGREE 34 MINUTES 29 SECONDS EAST A DISTANCE OF 259.95 FEET TO A CAPPED IRON ROD FOUND FOR CORNER AT A RE-ENTRANT CORNER OF
SAID TRACT;
THENCE 70 DEGREES 30 MINUTES 42 SECONDS EAST A DISTANCE OF 200.00 FEET TO A''/7 CAPPED IRON ROD SET FOR CORNER AT A RE-ENTRANT CORNER OF SAID
TRACT I;
THENCE NORTH 61 DEGREES 03 MINUTES 42 SECONDS EAST A DISTANCE OF 230.47 FEET TO A''/:" CAPPED IRON ROD SET FOR CORNER AT THE MOST EASTERLY
NORTHEAST CORNER OF SAID TRACT I IN THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 360 (A VARIABLE WIDTH R.O.W.);
THENCE SOUTH 25 DEGREES 07 MINUTES 03 SECONDS EAST WITH SAID RIGHT-OF-WAY LINE A DISTANCE OF 149.86 FEET TO AN'X" SCRIBED IN CONCRETE FOR
CORNER;
THENCE SOUTH 09 DEGREES 17 MINUTES 18 SECONDS EAST WITH SAID RIGHT-OF-WAY LINE A DISTANCE OF 36.40 FEET TO A %, CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 24 DEGREES 57 MINUTES 00 SECONDS EAST WITH SAID RIGHT-OF-WAY LINE A DISTANCE OF 49.98 FEET TO A CONCRETE MONUMENT FOUND FOR
CORNER AT THE MOST EASTERLY SOUTHEAST CORNER OF SAID TRACT 1;
THENCE SOUTH 64 DEGREES 57 MINUTES 44 SECONDS WEST A DISTANCE OF 159.45 FEET TO A'la' IRON ROD FOUND FOR CORNER AT A RE-ENTRANTCORNER OF SAID
TRACT I;
THENCE SOUTH 00 DEGREE 30 MINUTES 42 SECONDS EAST A DISTANCE OF 713.16 FEET TO A `A' IRON ROD SET FOR CORNER IN THE SOUTH LINE OF SAID 30.787 ACRE
TRACT AT THE MOST SOUTHERLY SOUTHEAST CORNER OF SAID TRACT 1;
THENCE SOUTH 98 DEGREES 49 MINUTES 45 SECONDS WEST WITH THE SOUTH LINE OF SAID 30.787 ACRE TRACT A DISTANCE OF 108,54 FEET TO A M" CARPED IRON ROD
SET FOR CORNER
THENCE SOUTH 01 DEGREE 14 MINUTES 59 SECONDS EAST PASSING EN ROUTE AT A DISTANCE OF 7.64 FEET A V IRON PIPE FOUND FOR CORNER AT THE NORTHEAST
CORNER OF SAID TRACT IV AND THE MOST NORTHERLY NORTHWEST CORNER OF LOT 2, BLOCK 1, OF GLADE CORNERS ADDITION, AN ADDITION TO THE CITY OF
GRAPEVINE, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 6296, M.R.T.C.T. AND CONTINUING ON SAID COURSE A TOTAL DISTANCE OF 324.31
FEET TO A 5/8" IRON ROD FOUND FOR CORNER AT THE SOUTHEAST CORNER OF SAID TRACT III MOORE FAMILY TRACT OF LAND AND A RE-ENTRANT CORNER OF SAID
GLADE ADDITION;
THENCE SOUTH 89 DEGREES 33 MINUTES 55 SECONDS WEST A DISTANCE OF 620.47 FEET TO A SW IRON ROD FOUND FOR CORNER AT THE SOUTHWEST CORNER OF
SAID TRACT III AND THE MOST WESTERLY NORTHWEST CORNER OF SAID GLADE ADDITION IN THE EAST LINE OF SAID EULESS-GRAPEVINE ROAD;
THENCE NORTH 01 DEGREES 28 MINUTES 56 SECONDS WEST WITH THE EAST LINE OF SAID EULESS-GRAPEVINE ROAD A DISTANCE OF 316.35 FEET TO THE POINT OF
BEGINNING AND 23.577 ACRES OF LAND MORE OR LESS.
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT
GRAPEVINE 360, L.P. DOES HEREBY ADOPT THIS PLAT OF STONE BRIDGE OAKS, AN ADDITION TO THE CITY OF GRAPEVINE, -TARRANT COUNTY TEXAS AND DOES
HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE RIGHT-OF-WAY AND EASEMENTSSHOWN 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 STRUCTURES 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 FRA14CHISEO UTILITY SHALL HAVE THE FULL RIGHT TO REMOVE
AND KEEP REMOVED ALL OR PARTS OF ANY FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH
THE CONSTRUCTION, MAINTENANCE. OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON THE EASEMENTSAND ALL CITY OR FRANCHISED UTILITIES SHALL AT ALL TIMES
HAVE THE FULL RIGHT OF INGRESS AND 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.
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 .2006
Dean Eldridge
GRAPEVINE 360, L.P.
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME ON THIS DAY PERSONALLY APPEARED DEAN ELDRIDGE KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO
THE FORGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS _DAY OF A.D. 2006.
NOTARY
TOWNHOUSES
LAND USE SCHEDULE
TOTAL ACREAGE
DETAIL "A"
NUMBER OF RESIDENTIAL LOTS
138
MINIMUM LOT SIZE
SITE DISTANCE
m
w
EASEMENT
MIN. DWELLING UNIT SIZE
15'X15'
o w 3:
, CORNER CUP
PROPOSED USE
TOWN HOUSES
5
IF
1
RIGHT-OF-WAY DEDICATED
0.244 ACRES
EASEMENT DEDICATED AREA
6.840 ACRES
NET PLATTED AREA
t0-) ROW LINE
TOTAL PLATTED AREA
STREET "A"
TYPICAL CORNER CLIP &
SIGHT DISTANCE EASEMENT
NTS
NOTES:
1. LANDSCAPING WITHING THE SIGHT DISTANCES EASEMENT
SHALL BE DESIGNATED TO PROVIDE UNOBSTRUCTED
CROSS -VISIBILITY AT A LEVEL BETWEEN THREE (3) TO SIX (6) FEET
AS PER CITY CODE.
2. DUAL IS FOR ALL CORNER CLIPS.
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS, GRAPEVINE 360, L.P. IS THE OWNER OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATED IN THE GW MINTER SURVEY ABSTRACT NO. 1083, CITY OF
GRAPEVINE, TARRANT COUNTY, TEXAS AND BEING PART OF THAT CALLED 30.787 ACRE TRACT OF LAND CONVEYED BY DEED TO THE GRONER 360 WLC
PARTNERSHIP -EAST, RECORDED IN VOLUME 15348, PAGE 76, DEED RECORDS, TARRANT COUNTY, TEXAS (D.R.T.C.T.) AND ALSO BEING A SURVEY OF THE COMBINATION
OF THETRACTS DESCRIBED AS TRACT I, TRACT III AND TRACT IV IN THE DEED TO THE VILLAGE AT GLADE CROSSING, L.P. RECORDED IN VOLUME 16239, PAGE 315,
R.T. C
D AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
C.
T.
BEGINNING AT A 5/8" IRON ROD FOUND FOR CORNER IN THE EASTERLY LINE OF EULESS-GRAPEVINE ROAD (A VARIABLE WIDTH R.O.W.) AT THE SOUTHWEST CORNER
OF SAID TRACT I S
ANDSAt D30.787 ACRE TRACT AND ALSO THE NORTHWEST OF SAID
TRACT IV'
NE OF 959.63 FEET TO A %' IRON ROD SET FOR CORNER'
SECONDS S W T LI OF SAID ROAD A DISTANCE ,
THENCE NORTH Ot DEGREE 10 MINUTES 11 EC WET WITH THE EAS
IRON ROD FOUND FOR CORNER
LINE OFS
THENCE NORTH Ot DEGREE 05 MINUTES 19 SECONDS WEST WITH THE EAST SAID ROAD ADISTANCE OF 264.16 FEET TOAS/8" I
AT THE NORTHWEST CORNER OF SAID TRACT AND THE SOUTHWEST CORNER OF LOT 1, BLOCK 1 OF THE SOUTHERN BAPTIST CONVENTION ADDITION, AN ADDITION TO
THE CITY OF GRAPEVINE, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 7907 MAP RECORDS, TARRANT COUNTYTEXAS (M.R.T.C.T.),;
THENCE NORTH 89 DEGREES 25 MINUTES 56 SECONDS EAST WITH THE SOUTH LINE THEREOF A DISTANCE OF 409.39 FEET TO A CAPPED IRON ROD FOUND FOR CORNER
AT THE MOST NORTHERLY NORTHEAST CORNER OF SAID TRACT 1;
THENCE SOUTH 00 DEGREE 34 MINUTES 29 SECONDS EAST A DISTANCE OF 259.95 FEET TO A CAPPED IRON ROD FOUND FOR CORNER AT A RE-ENTRANT CORNER OF
SAID TRACT;
THENCE 70 DEGREES 30 MINUTES 42 SECONDS EAST A DISTANCE OF 200.00 FEET TO A''/7 CAPPED IRON ROD SET FOR CORNER AT A RE-ENTRANT CORNER OF SAID
TRACT I;
THENCE NORTH 61 DEGREES 03 MINUTES 42 SECONDS EAST A DISTANCE OF 230.47 FEET TO A''/:" CAPPED IRON ROD SET FOR CORNER AT THE MOST EASTERLY
NORTHEAST CORNER OF SAID TRACT I IN THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF STATE HIGHWAY 360 (A VARIABLE WIDTH R.O.W.);
THENCE SOUTH 25 DEGREES 07 MINUTES 03 SECONDS EAST WITH SAID RIGHT-OF-WAY LINE A DISTANCE OF 149.86 FEET TO AN'X" SCRIBED IN CONCRETE FOR
CORNER;
THENCE SOUTH 09 DEGREES 17 MINUTES 18 SECONDS EAST WITH SAID RIGHT-OF-WAY LINE A DISTANCE OF 36.40 FEET TO A %, CAPPED IRON ROD SET FOR CORNER;
THENCE SOUTH 24 DEGREES 57 MINUTES 00 SECONDS EAST WITH SAID RIGHT-OF-WAY LINE A DISTANCE OF 49.98 FEET TO A CONCRETE MONUMENT FOUND FOR
CORNER AT THE MOST EASTERLY SOUTHEAST CORNER OF SAID TRACT 1;
THENCE SOUTH 64 DEGREES 57 MINUTES 44 SECONDS WEST A DISTANCE OF 159.45 FEET TO A'la' IRON ROD FOUND FOR CORNER AT A RE-ENTRANTCORNER OF SAID
TRACT I;
THENCE SOUTH 00 DEGREE 30 MINUTES 42 SECONDS EAST A DISTANCE OF 713.16 FEET TO A `A' IRON ROD SET FOR CORNER IN THE SOUTH LINE OF SAID 30.787 ACRE
TRACT AT THE MOST SOUTHERLY SOUTHEAST CORNER OF SAID TRACT 1;
THENCE SOUTH 98 DEGREES 49 MINUTES 45 SECONDS WEST WITH THE SOUTH LINE OF SAID 30.787 ACRE TRACT A DISTANCE OF 108,54 FEET TO A M" CARPED IRON ROD
SET FOR CORNER
THENCE SOUTH 01 DEGREE 14 MINUTES 59 SECONDS EAST PASSING EN ROUTE AT A DISTANCE OF 7.64 FEET A V IRON PIPE FOUND FOR CORNER AT THE NORTHEAST
CORNER OF SAID TRACT IV AND THE MOST NORTHERLY NORTHWEST CORNER OF LOT 2, BLOCK 1, OF GLADE CORNERS ADDITION, AN ADDITION TO THE CITY OF
GRAPEVINE, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A, SLIDE 6296, M.R.T.C.T. AND CONTINUING ON SAID COURSE A TOTAL DISTANCE OF 324.31
FEET TO A 5/8" IRON ROD FOUND FOR CORNER AT THE SOUTHEAST CORNER OF SAID TRACT III MOORE FAMILY TRACT OF LAND AND A RE-ENTRANT CORNER OF SAID
GLADE ADDITION;
THENCE SOUTH 89 DEGREES 33 MINUTES 55 SECONDS WEST A DISTANCE OF 620.47 FEET TO A SW IRON ROD FOUND FOR CORNER AT THE SOUTHWEST CORNER OF
SAID TRACT III AND THE MOST WESTERLY NORTHWEST CORNER OF SAID GLADE ADDITION IN THE EAST LINE OF SAID EULESS-GRAPEVINE ROAD;
THENCE NORTH 01 DEGREES 28 MINUTES 56 SECONDS WEST WITH THE EAST LINE OF SAID EULESS-GRAPEVINE ROAD A DISTANCE OF 316.35 FEET TO THE POINT OF
BEGINNING AND 23.577 ACRES OF LAND MORE OR LESS.
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS, THAT
GRAPEVINE 360, L.P. DOES HEREBY ADOPT THIS PLAT OF STONE BRIDGE OAKS, AN ADDITION TO THE CITY OF GRAPEVINE, -TARRANT COUNTY TEXAS AND DOES
HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE RIGHT-OF-WAY AND EASEMENTSSHOWN 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 STRUCTURES 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 FRA14CHISEO UTILITY SHALL HAVE THE FULL RIGHT TO REMOVE
AND KEEP REMOVED ALL OR PARTS OF ANY FENCES, TREES, SHRUBS, OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE WITH
THE CONSTRUCTION, MAINTENANCE. OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON THE EASEMENTSAND ALL CITY OR FRANCHISED UTILITIES SHALL AT ALL TIMES
HAVE THE FULL RIGHT OF INGRESS AND 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.
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 .2006
Dean Eldridge
GRAPEVINE 360, L.P.
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME ON THIS DAY PERSONALLY APPEARED DEAN ELDRIDGE KNOWN TO ME TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO
THE FORGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION THEREIN EXPRESSED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS _DAY OF A.D. 2006.
NOTARY
TOWNHOUSES
LAND USE SCHEDULE
TOTAL ACREAGE
23.577 ACRES
NUMBER OF RESIDENTIAL LOTS
138
MINIMUM LOT SIZE
0.070 ACRES 3,050 S.F.)/LOT
MIN LOT DIMENSIONS
30.5' X100 TYP.
MIN. DWELLING UNIT SIZE
1,200 S.F.
DENSITY PER ACRE
5.85 Units Acre Pro Osed
PROPOSED USE
TOWN HOUSES
NUMBER OF GREEN SPACE LOTS
5
PRIVATE ACCESS
1
RIGHT-OF-WAY DEDICATED
0.244 ACRES
EASEMENT DEDICATED AREA
6.840 ACRES
NET PLATTED AREA
23.333 ACRES
TOTAL PLATTED AREA
23.577 ACRES
FINAL PLAT
STONE BRIDGE OAKS
SHEET 2 OF 3
CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS
BEING 2- ACRES OUT OF G.W. MINTER SURVEY
ASSTRACT11083
138 LOTS- TOWN HOUSES
5 LOTS GREEN SPACE
I LOT PRIVATE ACCESS
PLANNED RESIDENTIAL DEVELOPMENT -
BLOCK i LOTS 1-16, BLOCK 2 LOTS 141.
BLOCK 3 LOTS 1-11, BLOCK 4 LOTS 1-18,
BLOCK 5 LOTS 141, BLOCK 6 LOTS 1-18,
BLOCK 7 LOTS 1-20, BLOCK 8 LOTS 1-22,
BLOCK 9 LOTS 1-8, BLOCK 10 LOTS 1-9,
BLOCK 11 LOTI, BLOCK 12 LOT 1,
BLOCK 13 LOT,, BLOCK 14 LOT 1,
BLOCK 15 LOT,. BLOCK 16 LOT 1,
THIS PLAT FILED IN CABINET
SLIDE
DATE
OWNER
GRAPEVINE M. L.P.
500DEMER DR. SUITE 280
IRVING TX 75882
CONTACT: DEAN E-
(),102-
ENGINEER
LDWDGE(9 )4028905ENGINEER
SCHATZ CDNSULTING ENGINEERS, INC.
7423MRMRT FREEWAY
FORT WORTH, TEXAS 78118
CONTACT: CHISHA MUSENDA. MSCE P.E. (817)390.2226
APRIL 07. 2006
LOT AREA SUMMARIES
�TTlerican
Surveying
PRONE: 918-66.5.9105
PAX: 946665.9106
114-11W. MAIN STREET
GAlNESVU. E, TX 76240
10]8*060020FINAT- SIU'+VtSEDl.dwg
LOT AREA SUMMARIES
NUMBER SQUARE FOOTAGE ACREAGE
LOT 15, BLOCK 1
3,355
0.077
0.073
LOT 16, BLOCK 1
3,293
0.076
3,407
LOT 1, BLOCK 2
3,125
0.072
LOT 2, BLOCK 2
3,045
0.070
LOT 3, BLOCK 2
3,045
0.070
LOT 4, BLOCK 2
3,045
0.070
LOT 5, BLOCK 2
3,059
0.070
LOT 6, BLOCK 2
3,062
0.070
LOT 7, BLOCK 2
3131
0.072
LOT 8, BLOCK 2
3283
0.075
LOT 1, BLOCK 3
3,423
0.751
LOT 2, BLOCK 3
3,132
0.719
LOT 3, BLOCK 3
3,055
0.070
LOT 4, BLOCK 3
3,087
0.071
LOT 5, BLOCK 3
3,072
0.071
LOT 6, BLOCK 3
3,108
0,071
LOT 7, BLOCK 3
3,054
0.070
LOT 8, BLOCK 3
3,052
0.070
LOT 9, BLOCK 3
3,053
0.070
LOT 10, BLOCK 3
3,126
0.071
LOT 11, BLOCK 3
3,086
0.071
LOT 1, BLOCK 4
2,965
0.068
LOT 2, BLOCK 4
3,445
0.079
LOT 3, BLOCK 4
3,318
0.076
LOT 4, BLOCK 4
3,251
0.746
LOT 5, BLOCK 4
3,362
0.072
LOT 6, BLOCK 4
3,213
0,074
LOT 7, BLOCK 4
3,175
0.073
LOT 8, BLOCK 4
3144
0.072
LOT 9, BLOCK 4
3,050
0.070
LOT 10, BLOCK 4
3,050
0.070
LOT 11, BLOCK 4
3,050
0.070
LOT 12, BLOCK 4
3,050
0.070
LOT 13, BLOCK 4
3,050
0.070
LOT 14, BLOCK 4
3,050
0.070
LOT 15, BLOCK 4j
3,050
0.070
LOT 16, BLOCK 4
3,050
0.070
LOT 17, BLOCK 4
3,050
0.070
LOT 18, BLOCK 4
3200
0.074
LOT 1, BLOCK 5
3,127
0,072
LOT 2, BLOCK 5
3,132
0.072
LOT 3, BLOCK 5
3,128
0,072
LOT 4, BLOCK 5
3,220
0,074
LOT 5, BLOCK 5
3,050
0.070
LOT 6, BLOCK 5
3,055
0.070
LOT 7, BLOCK 5
3,055
0.070
LOT 8, BLOCK 5
3,055
0.070
�TTlerican
Surveying
PRONE: 918-66.5.9105
PAX: 946665.9106
114-11W. MAIN STREET
GAlNESVU. E, TX 76240
10]8*060020FINAT- SIU'+VtSEDl.dwg
LOT AREA SUMMARIES
NUMBER SQUARE FOOTAGE ACREAGE
1,
I
BLOCK 6
3,189
0.073
LOT 9, BLOCK 6
2,
BLOCK 6
3,407
0.078
3 074
3,
BLOCK 6
3,504
0.080
LOT
4,
BLOCK 6
3,487
0.080
LOT
5,
BLOCK 6
3,355
0,078
LOT
I T1T
6,
7
BLOCK 6
RI nw
3,070
0.072
LINE TABLE
LOT AREA SUMMARIES
LOT
LOT 8, BLOCK 6
3,077
0.070
LOT 9, BLOCK 6
3,077
0.070
_
571.50
LOT 10, BLOCK 6
3 074
0.071
12495LOT
LOT 11, BLOCK 6
3,181
0.073
1, BLOCK
LOT 12, BLOCK 6
3,145
0.072
576.00
LOT 13, BLOCK 6
3134
0,072
4
LOT 14, BLOCK 6
3,161
0.073
8-13
LOT 15, BLOCK 6
3189
0.073
580.50
LOT 16, BLOCK 6
3,395
0.078
6
LOT 17, BLOCK 6
3,395
0.078
1-5
LOT 18, BLOCK 6
3874
0.089
580.25
LOT 1, BLOCK 7
3355
0.077
8
lOT 2, BLOCK 7
3355
0.077
1-6
LOT 3, BLOCK 7
3355
0.077
568.65
LOT 4, BLOCK 7
3355
0.077
7
LOT 5, BLOCK 7
3355
0.077
1-4
LOT 6, BLOCK 7
3355
0.077
LOT 7, BLOCK 7
3355
0.077
LOT_8, BLOCK 7
3375
0,078
LOT 9, BLOCK 7
3050
0.070
LOT 10, BLOCK 7
3050
0.070
LOT 11, BLOCK 7
3050
0.070
LOT 12, BLOCK 7
3050
0.070
LOT 13, BLOCK 7
3251
0.075
LOT 14, BLOCK 7
3295
0.076
LOT 16, BLOCK 7
3138
0.072
LOT _17, BLOCK 7
3097
0.071
LOT 18, BLOCK 7
3168
0.073
LOT 19, BLOCK 7
3163
0.073
LOT 20, BLOCK 7
3132
0.072
LOT 1, BLOCK 8
3292
0.076
LOT 2, BLOCK 8
3292
0.076
LOT 3, BLOCK 8
3292
0.076
LOT 4, BLOCK 8
3292
0.076
LOT 5, BLOCK 8
3292
0.076
LOT 6, BLOCK 8
3292
0.076
LOT 7, BLOCK 8
3292
0.076
LOT 8, BLOCK 8
3292
0.076
LOT 9, BLOCK 8
3292
0.076
LOT 10, BLOCK 8
3292
0.076
LOT 11 BLOCK 8
3292
0.076
LOT 12, BLOCK 8
3292
0.076
LOT 13, BLOCK 8
3072
0,071
LOT 14, BLOCK 8
3015
0.069
LOT 15, BLOCK 8
3014
0.069
LOT 16, BLOCK 8
3067
0.070
LOT 17, BLOCK 8
3117
0.072
LOT 18, BLOCK 8
3159
0.073
LOT -.l 9. BLOCK 8
3115
0.072
LOT 20, BLOCK 8
3082
0.071
LOT 21, BLOCK 8
3059
0.070
LOT 22, BLOCK 8
3100
0,071
LOT 1, BLOCK 9
3133
0.072
LOT 2, BLOCK 9
3290
0.076
LOT 3, BLOCK 9
3291
0.076
LOT 4, BLOCK 9
3134
0,072
LOT 5, BLOCK 9
3062
0.070
LOT 6, BLOCK 9
3066
0.070
LOT 7, BLOCK 9
3059
0.070
LOT 8, BLOCK 9
3052
0.070
LOT 1, BLOCK 10
3257
0.075
LOT 2, BLOCK 10
3354
0.077
LOT 3, BLOCK 10
3450
0,079
LOT 4, BLOCK 10
3547
0.081
LOT 5, BLOCK 10
3315
0.076
LOT 6, BLOCK 10
3077
0.071
LOT 7, BLOCK 10
3059
0.070
LOT 8, BLOCK 10
3059
0.070
LOT 9, BLOCK 10
3058
0.070
LINE TABLE
LOT AREA SUMMARIES
LOT
NUMBER
MINIMUM FINISH
FLOOR ELEVATION
1
577.50
1, BLOCK
11.151LOT
_
571.50
1
1, BLOCK
12495LOT
575.40
2
1, BLOCK
13241LOT
ZSQUARE:WREAGELOT
1-6
576.00
1, BLOCK
14465LOT
579.40
4
1-7
1, BLOCK
15472177566071
8-13
580.50
4
14-18
580.50
5
1-4
CURVE TABLE
MINIMUM FINISHED
FT.nnR R.T.F17Am7nma
BLOCKi-4
MINIMUM FINISH
FLOOR ELEVATION
1
577.50
1
_
571.50
1
569.75
2
575.40
2
572.90
3
1-6
576.00
3
7-11
579.40
4
1-7
580.40
4
8-13
580.50
4
14-18
580.50
5
1-4
580.05
6
5-8
572.50
6
1-5
578.25
6
6-11
580.25
6
12.15
579.80
8
16-18
580.50
7
1-6
568.35
7
6-12
568.65
7
13.16
673.50
7
17.20
573.25
8
1-4
571.25
8
5-8
568.75
6
0-12
568.90
8
13-17
570.00
8
18-22
573.00
9
1-4
568.75
9
5-8
559.25
10
1.5
564.50
10
6-9
560.00
FINAL PLAT
SHEEP 3 OF 3
STONE BRIDGE OAKS
CITY OF GRAPEVINE,TARRANT COUNTY, TEXAS
BEING 25611 ACRES OUT OF C.W. MINTER SURVEY
ABSTRACTf1083
138 LOTS -TOWN HOUSES
6 LOTS GREEN SPACE
1 LOT PRIVATE ACCESS
PLANNED RESIDENTIAL DEVELOPMENT
BLOCK 1 LOTS 1-10, BLOCK 2 LOTS 1-8,
SLOCK3LOT81-11, SLOCK4LOTS1-08,
BLOCK 6 LOTS 1.8, BLOCK a LOTS 1.18,
BLOCK 7 LOTS 1-20, BLOCK 8 LOTS 1.22,
BLOCK B LOTS 1.8, BLOCK 10 LOTS 1.9,
BLOCK 11 LOT1, BLOCK 12 LOT 1,
BLOCK 13 LOT7, BLOCK 1
4 LOT 1,
BLOCK 15 LOTI, BLOCK 16 LOT 1,
OWNER
GRAPEVINE 3W, L.P.
SBO DECKER OIL SUITE 280
IRVING TX 16082
CONTACT: DEAN ELDRIDGE
(012)402.OZ
ENGINEER
SCHATZ CONSULTING ENGINEERS, INC.
7425 AIRPORT FREEWAY
FORTWORTH,TEXAS701/8
CONTACT: CHISHA MUSENDA MSCE P.E. (817) 5802128
APRR 07. Z006