HomeMy WebLinkAboutItem 32 - PP Vette AdditionCGnPqt—* 3.2
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MEMO TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL,
AND THE PLANNING & ZONING COMMISSION
FROM: ROGER NELSON, CITY MANAGER
MEETING DATE: AUGUST 15, 2000
SUBJECT: PRELIMINARY PLAT APPLICATION
LOTS 1 AND 2, BLOCK 1, VETTE ADDITION
PLAT APPLICATION FILING DATE ......................................................... August 4, 2000
APPLICANT ................................................. Mr. Shea Kirkman, Goodwin & Marshall,lnc.
REASON FOR APPLICATION .......................... Platting site for commercial development
PROPERTY LOCATION ................. East of State Highway 121 and west of Stone Myers
Parkway between DFW Airport property and Prospect Parkway
SITEACREAGE................................................................................................... 58.603
ZONING.............................................................................. CC, Community Commercial
NUMBEROF LOTS........................................................................................................ 2
PREVIOUS PLATTING............................................................................................. None
CONCEPT PLAN................................................................................................ CP00-08
SITEPLAN................................................................................................................... No
OPEN SPACE REQUIREMENT................................................................................... No
AVIGATIONRELEASE............................................................................................... Yes
PUBLIC HEARING REQUIRED....................................................................................No
0:\AGENDA\08-15-00\Vette P.doc
PRELIMINARY PLAT
LOTS 1 AND 2, BLOCK 1, VETTE ADDITION
I. GENERAL:
1. Mr. Shea Kirkman, the applicant, is platting this 58.603 acre site for
commercial development. This property is located east of the State Highway
121 frontage road and west of Stone Myers Parkway between DFW Airport
property and Prospect Parkway.
2. The site is currently undeveloped.
11. STREET SYSTEM:
1. This site has access to State Highway 121.
2. The City with the Developer participation will construct a segment of future
Stone Myers, a Type "E" Collector on the Thoroughfare Plan and all of
Prospect Parkway.
III. STORM DRAINAGE SYSTEM:
1. A 70 -foot drainage easement runs through the 58.603 acres site ultimately
in a north to south direction. There are two- (eight feet by four feet) box
culverts that run under the frontage road of State Highway 121 and stop at
the 70 -drainage easement on the property.
2. A creek enters on the northeast corner of this property and crosses future
Stone Myers Parkway. The Developer must size and construct
improvements to contain 100 year fully developed flows.
3. This site drains to the south toward Prospect Parkway.
4. The developer will be required to design for on site and off site drainage in
accordance with the City of Grapevine Code of Ordinances.
IV. WATER SYSTEM:
There is an existing 12 inch water line located approximately 1525 feet south
near the Stone Myers Parkway and State Highway 121 frontage road
intersection.
2. The developer is proposing to extend a 10 inch water line within State
Highway 121 frontage road right-of-way across the property to the north
0:\AGENDA\08-15-00\Vette_P.doc
corner and extend a 12 inch water line in the Stone Myers Parkway
alignment to cross the rear of the tract to provide a looped system.
3. The developer will be required to construct a public water distribution system
necessary to meet domestic and fire protection needs of this development.
4. The extension of the 12—inch and 10 -inch water distribution system to the
site is adequate to serve the domestic and fire protection needs of this site
and future surrounding developments.
V. SANITARY SEWER SYSTEM:
There is an existing 20 -inch sewer main that flows north to south and follows
the existing Arlington -Grapevine Road on the east (future Stone Myers
Parkway) and south (future Prospect Parkway) border of the property.
2. The existing sanitary sewer collection system is adequate to serve the needs
of this site and future surrounding developments.
VI. MISCELLANEOUS:
1. Water and Wastewater Impact Fees are due prior to the release of Building
Permits. The current fee is $316,573.41 ($5,402.00 per acre x 58.603
acres).
2. The balance for Stone Myers Parkway Peripheral Street Fees is $190,769.60
(1,120 feet X $170.33 per foot). The fees are due prior to the release of
Building Permits.
VII. STATEMENT OF FINDINGS:
A. The City has determined that the right-of-way required to be dedicated for
streets, utilities, drainage 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:
B.
1 The utility easements dedicated by this plat are necessary to provide
for public and franchised utility service to this and surrounding
developments.
2. The drainage easements dedicated by this plat are necessary to
provide for the conveyance of storm water run-off.
3. The right-of-way dedicated by this plat is necessary to provide for the
development of the surrounding transportation system.
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:
OAAGENDAM-15-00Wette—Rdoc
1 The utility easements dedicated by this plat will allow for public and
franchise utilities to serve this development and surrounding sites.
2. The drainage easements dedicated by this plat will allow for the
conveyance of storm water run-off.
3. The right-of-way dedicated by this plat will allow for the development
of the surrounding transportation system.
4. All of the dedications benefit the development to at least the extent of
the impact of such on the development.
VIII. RECOMMENDATION:
The members of the City Council and The Planning & Zoning Commission
consider the following motion:
"Move that the City Council (Planning and Zoning Commission) approve the
Statement of Findings and the Preliminary Plat Application of Lots 1 and 2,
Block 1, Vette Addition."
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0AAGENDA\08-15-00\Vette_P.doc
IN
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.......� Vd. zareC, P. 249
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GRAPHIC SCALE 1'-100'
0 100 200 300
- Iron Pin I-
•/�'
STORM CELLAR auntl �Ttf�^v�¶++���1t*��cT 1�� m,
�vP a �\ \\'YkA„�t P' Np \Y Jill. (NO SCALE) iV1tt'111C
P tr1Ht Te 'Y j„� ma C. $I f
-t. . A. C. 51 P _
Fal ATI , Ll / J
1
PP.iV-WI8E5_ _ - PROPERTY DESCRIPTION
LIVE WELL'..
$I-
V.I. 2 9, 23
BEING a58.603 acre tract of land in the J. Cates Survey, Abstract No. 315 and the J. 8. Fay
\ Ze rod
1! T SuSurrvey, tract No. 530. situated in the City of Grapevine. Tarrant County. Texas, mid tract
all of that tract conveyed to Herman Smith 6 Calgarry, Ltd deed recorded in Valu
PROPOIS�f XYBRSPARRWAY / , ng by
r a.o.w.t 12527. Page 2193 of the Geed PecaVfs of Tarrant CUM
Te>tas 67
CT
and all of that tract
.. cotwevetl to Herman Smith 6 Cargany. Ltd. by deed recadetl in VoLm 14245, Page 590
STOW CELLAR = - --- - -• _ - ORTCT said 58b03 cone tract being more particularly described as follows:
0 `\ 8 totlVe
yed
D/FN
rt\�'., `// toG ighway 57 JoiIrt.NVSeM.ure fodeed und, said
fn VOLm 0123, Page T7I ORTCT, saidP
O ��'\
/r SELE / �... .'1/ Nail also belly M the easterly right -Of -way 11re of State Highway No. 121 (ROW Yariesi. saSd
l: \ /' CUw
+/ . '%1p.E'f k I �.. /I PX. Nail also being the POSnt of ature of a circular cuwe to the right having a radius Of
( Intl i q h .a'. c Slaw 2834.74 feet. a central angle of 3'59'!0' and being suaterded by a Chard trot bears
/ �N-f ?^ '�+>�" ,✓d. Zp09,��:' 2 ] ; / N 01'48'49" W, 197.17 feet:
bi I g ,` •' yr i \ �' /'� Za, i//�,.'� 1 THENCE northerlY along said easterly rlgrt-Cf-WaY Iire and Said curve to the right a distace of
19723 feet to a ixDot aorKanent fond said mar,,nent also being the PoSnt of Canpand
C TE - -- - Y / /,II 1 Curvature of a circular arve to the right having a radius of 3574.J2 feet. a central angle of
i fn t. ATION --- h `` \�, •/� I i m 21'10'46'ard beSng sWterxfed by a ctnrtl that bears N SO'4fi'09' E. 1313.89 feet;
CN o/ Fr! Worm 'tl 1 f p +; ' / 1.; '°. THENCE northerly along said easterly rig it -of -way ]!ne and said arve to the rigrt, a distance of
PIERS Takla _s-•-,.._ fn
P Vd. 5430, P249 /'^ , ,' i j -p pp 1321.40 feet to a capped 1/2" SCM pin fou[{, Said SrOn p1n e1sD bei the Point of CapaJitl
♦i. i Zawdl PID `�'-'- ` f'F A Ni' ' -1 `N�:" Cuwature of a circular curve to the right having a radius of 2834:9 feet, a central angle of
�- !9'29 31'and being subtended by a anortl that bear N 33'05'32' E. 959.48 feet
,.
0.1'8667 . P. .233 = , :� ! 1 / ' ,. S / / 1 Qac THENCE northerly along said easter] right-of-way line aro Said Cu'Ve to the ri a distance of
PP
O Z 9b rn :' !. ' ......• \ - - -. _ _/, 5/8' l 1 964.12 feet to a TZDot maxment fount said mOrxlneM also being on tha south lire'Of a tract
/y� '� Z �_� - _ O� •�2�k' Ir ounain conveyed to J. Rarxblph, Jr. by deed rem -bed in Yolure 8667. Page 233 IXiTCT;
/� �i
' �� fEAviY ,y0/^.. �?q I THENCE S 89'275T E departing said easterly right-of-way Iire and along saitl swth line of
N 1f _ WOODED 6 saitl Randolph tract and alarg the south lire of a tract conveyed to the City of Fart Wath
° Block 1 /�-
AREA: - / 6 Tarrarrt County, Texas by deed recorded in Volume 5430, Page 249. a distance of 393.12 feet to
''•,�`� \ \ Ql i , .' ;, ....----"„"�-.. 4$84 Acres � .; , �\ /_ t .,., - ..�. b / . _I_ a 0/FW Airport maDnent found
/'''� THENCE S 40'28'!0' E al- a south line of said D/FW Airport, a distance of 932.47 feet to a
�\ 5/8 Iron pin four4
THENCE 532'10'44 N al a west line of said D/FW Airport and the West lire of a tract
iii ra Conveyed to AL. Store by tleetl recorded in Volare 2009, P 23 ORTCT, a distance of
'y No ♦ FTe� p�OJNS. ` w \ _ �-- 0 1
718.10 feet to a 5/8" iron pin f.L.
-, \ ,(\ S : ✓ $ .__ �,/ 1 1 .�� THENCE S 28'43'22' W along the west lire of Said Stone tract, a distance of 1127.60 feet to a
5/8' iron pin farad, Said Iron in also being on the north line of a tract Conveyed to Franc Parra
AutoPlm Inc. by deed recorded Pn Volume 13771. Page 480 ORTCT:
iHIa10E N 89'59'00 W al the north line o a t the Pothe
vit
.. .iP� ap1�z
lire of said Highw735'7 Joint V a d Bp8 p4 t Of
Beginning and Containing 2552.756 square fea 0 ja m, more or less.
:
Cq
2000
i
I
\ 1
PUBLIC
p�b
v
� 1
Lot2,1 Co
Block 1N
Z85Acres
341,929 SF
\`\ ZONED "CCI
CaPPetl
n Pin Fouh,1_
R1QHT-0I=-WAY DEDICATION SETACWMY
STREET DEDICATION AREA (S. F. 1 DEDICATION AREA (Ac. 1
PROSPECT PARKWAY 27.942 0164
STONE WA ERS PARKWAY 55.500 1.27
TOTAL 83.442 Lai
lel
I
. •(,j ^~ 1 "`�� ` �J "'`'� �`---"_ `, -- m 25' BUILDING LINE i I:
8.2y, �_ 1
ETBACK POINT OF
INNING
243.14' ' j 14s. ' ^ •` �G
8001 8ti ipe Street, &ft 100, Fort Worth To= 76112
Metro (817) 429. 3
PLANNING AND ZONING COMMISSION
Date Approved:
Chairman
Secretary 1
GRAPEVINE CITY COUNCIL
Date Approved,
Mayor:
City Secretary:
PF01MO TARY PLAT
OF
LOT 1 & 2, BLOCK 1
VETTE ADDITION
BENG A -
58.603 ACRE TRACT
SLIVAT®IN TIM e
L CATES SURVEY, ABSTRACT NO. 315,
7,B. FAY SURVEY, ABSTRACT NO. 530 C
CTTY OF GRAPEVINE, TARRANT COUNTY, TEXAS `-
CURRENT ZONING: CC CON04UNITY CON DMRCIAL
AUGUST, 2000
BOANDARYCMVBDATA
CURVEDELTA
RADIUS
ARC
CHORD
CHORD BEARING
CI
3 '59'1 -12834.74fli
197.2iftil
197.17ft
NI°48'49'W
C2
21.10'46' 3574.72f1
1321.4011
t313.89N
NIO'46'09'E
C31
19.29'11' 12834.79ft I964.1211
959.48{1
N31^05'32'E
lel
I
. •(,j ^~ 1 "`�� ` �J "'`'� �`---"_ `, -- m 25' BUILDING LINE i I:
8.2y, �_ 1
ETBACK POINT OF
INNING
243.14' ' j 14s. ' ^ •` �G
8001 8ti ipe Street, &ft 100, Fort Worth To= 76112
Metro (817) 429. 3
PLANNING AND ZONING COMMISSION
Date Approved:
Chairman
Secretary 1
GRAPEVINE CITY COUNCIL
Date Approved,
Mayor:
City Secretary:
PF01MO TARY PLAT
OF
LOT 1 & 2, BLOCK 1
VETTE ADDITION
BENG A -
58.603 ACRE TRACT
SLIVAT®IN TIM e
L CATES SURVEY, ABSTRACT NO. 315,
7,B. FAY SURVEY, ABSTRACT NO. 530 C
CTTY OF GRAPEVINE, TARRANT COUNTY, TEXAS `-
CURRENT ZONING: CC CON04UNITY CON DMRCIAL
AUGUST, 2000
IN
HBRMANSA=& CO. LTD.
1903 CWRALDRTMSTB.403
BEDFORD, TE MS 76021
817-540-4942
PREPARED BY.
`SJJ `�t�"Ot�T� pDp��W��v1[771���Y pp%n
il\YI11'il1LQSlL7tALJ1L i
CML ENGINEERS -- PLANNERS - SURVEYORS
6001 Bridge Street, State 100, Fort Worth TOM 76112
Metro (817) 4294373
Site Data
BOUMARYCURVBDATA
Lot 2, Block I
CURVE
DELTA RADIUS
ARC CHORD
CHORD BEARING
CI
3°59'10' 2834,74fi
197.216 197.17ft
NI°48'49'
C2
17°16'54' 3574.7211
1078.2111 1074.I3t1
NI2°43'05'
C31
19-29'11'12834.79fil
964.12fil 959.48ft
N31°05'32`
Site Data
V1Lu...IN= Ml'ilJL"
(NO SCALE)
R10PEMY MSM) TRIN
AUG
SEDC a SUM ao'e but of bet M tte J. Cele Suzy. Atetraet 1b. 315 ab fie J. =81" Suvey, AbeGaet M. 534 Mtuebd in the tlty m Trrbrt CnntY. laxed, w1A bct
1 v m tint tract rPaa'tai m faraen itn c . Lm. daetl raoI " >n value
R,-:5
�,Sa'�Oyya:5 2111 awn 9H1f+�Caawry Lund =k= hant�an ,Tie „ S lime � batt
pttCf, wlom 58SK! Kn batt oa1aV bs PertYuls•IV aeeCrfletl m roiloe4
80SWDS at o PX. NeD faro aid PX NMI abP bLp mar wth line m a tract maraud
te iDy+rsr 157 .hint YaaiR W tl t remrte, 1n 141uae 10123. Pepe 77 CRM. w1tl PK.
NMI abo mire m
0=1,
1, r -Of-aW lYe o1 State ifipYlay N1. 12! 470N Yr1w1 esm
PA. Nell ale, Oe tte Point m f e eW111ar eM m tie r 1eYfrp I rmsa m
�34 Meet a ] b m 338'M' arO bMrp et6txdM W e thd[I iter bore
TFOCE em -U 11 bi1rroa witl meta'IY riprt-m-+ i lire rtl w10 otic m th rSpld. a--
19721
CbteYa m
19721 feat m e TiWi foulmt facet wm Duan[ clear Oe the Po. m Ca .
21� f0 Ebtd OaSnp aDiwW W to �avrV tlet oar 1p�0Nred 6bB' E7,13 B9 fwtcmral rVia m
IlE10E m IY almp
9119321.40ff"faeebt OmaPPeOy yrr�1aU��tesea eO w'W eYtatae�rtllYPu1drn idftadlant�l bwarma live a1a1 tux tmh Poe etamraal Ma
m
3P'f�rGamT5WE 959
,48 TIME mr I.y aid weteriY rfpR-vl-Ne/ 1Le en0 wm ora m the r1gM, a Obtacn Of
964.12 ick m e T aa.aant IW
w1tl evuwrt aim Peine m tie caret Ir
m a treet
ca Y aa to J. S 10% J, W hed —tlad in Yalu, 5667. Pae 233 WIC):
TH94CE S 87757' E y=Aa ie aaeterly rkahtrot-wam/nbra 4atl ak.9ci M eaAh IYe m
tetliwi�t fmrty, Taas�Wp� hod temcbtl b� vain a 513P, Pepe 2y a Olataca of 39.3.12 feet to
a 0/FYI AYyrL agUie,t lana
THNX S 40'28"10' E al n a aaAh I1ve m wld 0/P1f ADperL a m k.w of 532.0 feet m e
�5/8N'aytaEln P1n talc ebb/ pde�0
718.10 fe't m a WE' Yon in faux � � �' Pape 23 WRT, a�diaWeafm t�
TIENLE 5 2B'tl?2' M e tf! wart line m wm State tract, a tl1atete of 31271p1 feat m a
5/8' SNn ppSn tart wW Pin aim OeLc m ti'e nwih line 0t a tract —"d m Ftsk PrYy
Autwux Irc. W hat recotVb fn Yolule 13771 Pepe 400 a6TCi:
TlEHE N 5.9'56770' M ebp tta mth I1rc m said Frain Pomo "101aA 11Y, beet ad t1e
myth lire m wm n 157 .bLK YaYiea bract. a diet -a m 505.74 feet m the PWnt m
Se9i1n. ad 756 a0at feet m SBEM mrd m bet bat w bw.
LU
z N
CASE NAME- HERMAN SMITH 8 CO. LTD.
VETTE ADDITION
CASE NUMBER, CPOO-08
LOCATION i NE CORNER S.H. 121/ARLINGTON
GRAPEVINE ROAD
MAYOR SECRETARY
DATE,
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE-
SHEET-- OF
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
CONCEPT PLAN
GRAPHIC SCALE 1'=100'
0 100 200 300
� JOB N0. �
Lot f, Block l
Lot 2, Block I
Current Zoning -
-cc, Community Commercial
'CC' Community Commercial
Proposed Zoning -
'CC' Community Commercial
'CC' Community Commercial
Current Land Use -
Vocant
Vacant
Proopposed Land Use -
Automobik Museum
Auto Saks
To at Lot Square Footage -
Total Building Square Footage -
2,127,385 SF
131, 430 SF (6.2%)
341,929 SF
20, 075 SF (5.97J
V1Lu...IN= Ml'ilJL"
(NO SCALE)
R10PEMY MSM) TRIN
AUG
SEDC a SUM ao'e but of bet M tte J. Cele Suzy. Atetraet 1b. 315 ab fie J. =81" Suvey, AbeGaet M. 534 Mtuebd in the tlty m Trrbrt CnntY. laxed, w1A bct
1 v m tint tract rPaa'tai m faraen itn c . Lm. daetl raoI " >n value
R,-:5
�,Sa'�Oyya:5 2111 awn 9H1f+�Caawry Lund =k= hant�an ,Tie „ S lime � batt
pttCf, wlom 58SK! Kn batt oa1aV bs PertYuls•IV aeeCrfletl m roiloe4
80SWDS at o PX. NeD faro aid PX NMI abP bLp mar wth line m a tract maraud
te iDy+rsr 157 .hint YaaiR W tl t remrte, 1n 141uae 10123. Pepe 77 CRM. w1tl PK.
NMI abo mire m
0=1,
1, r -Of-aW lYe o1 State ifipYlay N1. 12! 470N Yr1w1 esm
PA. Nell ale, Oe tte Point m f e eW111ar eM m tie r 1eYfrp I rmsa m
�34 Meet a ] b m 338'M' arO bMrp et6txdM W e thd[I iter bore
TFOCE em -U 11 bi1rroa witl meta'IY riprt-m-+ i lire rtl w10 otic m th rSpld. a--
19721
CbteYa m
19721 feat m e TiWi foulmt facet wm Duan[ clear Oe the Po. m Ca .
21� f0 Ebtd OaSnp aDiwW W to �avrV tlet oar 1p�0Nred 6bB' E7,13 B9 fwtcmral rVia m
IlE10E m IY almp
9119321.40ff"faeebt OmaPPeOy yrr�1aU��tesea eO w'W eYtatae�rtllYPu1drn idftadlant�l bwarma live a1a1 tux tmh Poe etamraal Ma
m
3P'f�rGamT5WE 959
,48 TIME mr I.y aid weteriY rfpR-vl-Ne/ 1Le en0 wm ora m the r1gM, a Obtacn Of
964.12 ick m e T aa.aant IW
w1tl evuwrt aim Peine m tie caret Ir
m a treet
ca Y aa to J. S 10% J, W hed —tlad in Yalu, 5667. Pae 233 WIC):
TH94CE S 87757' E y=Aa ie aaeterly rkahtrot-wam/nbra 4atl ak.9ci M eaAh IYe m
tetliwi�t fmrty, Taas�Wp� hod temcbtl b� vain a 513P, Pepe 2y a Olataca of 39.3.12 feet to
a 0/FYI AYyrL agUie,t lana
THNX S 40'28"10' E al n a aaAh I1ve m wld 0/P1f ADperL a m k.w of 532.0 feet m e
�5/8N'aytaEln P1n talc ebb/ pde�0
718.10 fe't m a WE' Yon in faux � � �' Pape 23 WRT, a�diaWeafm t�
TIENLE 5 2B'tl?2' M e tf! wart line m wm State tract, a tl1atete of 31271p1 feat m a
5/8' SNn ppSn tart wW Pin aim OeLc m ti'e nwih line 0t a tract —"d m Ftsk PrYy
Autwux Irc. W hat recotVb fn Yolule 13771 Pepe 400 a6TCi:
TlEHE N 5.9'56770' M ebp tta mth I1rc m said Frain Pomo "101aA 11Y, beet ad t1e
myth lire m wm n 157 .bLK YaYiea bract. a diet -a m 505.74 feet m the PWnt m
Se9i1n. ad 756 a0at feet m SBEM mrd m bet bat w bw.
LU
z N
CASE NAME- HERMAN SMITH 8 CO. LTD.
VETTE ADDITION
CASE NUMBER, CPOO-08
LOCATION i NE CORNER S.H. 121/ARLINGTON
GRAPEVINE ROAD
MAYOR SECRETARY
DATE,
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE-
SHEET-- OF
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
CONCEPT PLAN
GRAPHIC SCALE 1'=100'
0 100 200 300
� JOB N0. �
10002
DATE
JULY 2000
DRAFT ,
SOK
REVIEW
DMG
e SHEET
'
t OF
ppY
'
D
W