HomeMy WebLinkAboutORD 2015-017ORDINANCE NO. 2015-017
AN ORDINANCE ISSUING A PLANNED DEVELOPMENT
OVERLAY IN ACCORDANCE WITH SECTION 41 OF
ORDINANCE NO. 82-73, THE COMPREHENSIVE
ZONING ORDINANCE OF THE CITY OF GRAPEVINE,
TEXAS, SAME BEING ALSO KNOWN AS APPENDIX "D" OF
THE CITY CODE, BY GRANTING PLANNED
DEVELOPMENT OVERLAY PD1 5-02 TO INCLUDE BUT NOT
BE LIMITED TO HEIGHT REQUIREMENTS IN THE "PCD"
PLANNED COMMERCE DEVELOPMENT DISTRICT ALL IN
ACCORDANCE WITH A SITE PLAN APPROVED PURSUANT
TO SECTION 47 OF ORDINANCE NO. 82-73 AND ALL
OTHER CONDITIONS, RESTRICTIONS AND SAFEGUARDS
IMPOSED HEREIN; CORRECTING THE OFFICIAL ZONING
MAP; PRESERVING ALL OTHER PORTIONS OF THE
ZONING ORDINANCE; PROVIDING A CLAUSE RELATING
TO SEVERABILITY; DETERMINING THAT THE PUBLIC
INTERESTS, MORALS AND GENERAL WELFARE DEMAND
THE ISSUANCE OF THIS PLANNED DEVELOPMENT
OVERLAY PERMIT; PROVIDING A PENALTY NOT TO
EXCEED THE SUM OF TWO THOUSAND DOLLARS
($2,000.00); DECLARING AN EMERGENCY AND
PROVIDING AN EFFECTIVE DATE
WHEREAS, an application was made requesting issuance of a planned
development overlay by making applications for same with the Planning and Zoning
Commission of the City of Grapevine, Texas, as required by State statutes and the zoning
ordinance of the City of Grapevine, Texas, and all the legal requirements, conditions and
prerequisites having been complied with, the case having come before the City Council of
the City of Grapevine, Texas, after all legal notices requirements, conditions and
prerequisites having been complied with; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council did consider the following factors in making a determination as to
whether this requested planned development overlay should be granted or denied: safety
of the motoring public and the pedestrians using the facilities in the area immediately
surrounding the site; safety from fire hazards and measures for fire control; protection of
adjacent property from flood or water damages, noise producing elements, and glare of the
vehicular and stationary lights and effect of such lights on established character of the
neighborhood; location, lighting, and types of signs and relation of signs to traffic control
and adjacent property; street size and adequacy of width for traffic reasonably expected to
be generated by the proposed use around the site and in the immediate neighborhood;
adequacy of parking as determined by requirements of this ordinance for off-street parking
facilities; location of ingress and egress points for parking and off-street locating spaces,
and protection of public health by surfacing on all parking areas to control dust; effect on
the promotion of health and the general welfare; effect on light and air; the effect on the
overcrowding of the land; the effect on the concentration of population; the effect on the
transportation, water, sewerage, schools, parks and other facilities; and
WHEREAS, the City Council of the City of Grapevine, Texas, at a public hearing
called by the City Council of the City of Grapevine, Texas, did consider the following factors
in making a determination as to whether this requested planned development overlay
should be granted or denied; effect on the congestion of the streets, the fire hazards,
panics and other dangers possibly present in the securing of safety from same, the effect
on the promotion of health and the general welfare, effect on adequate light and air, the
effect on the overcrowding of the land, the effect on the concentration of population, the
effect on the transportation, water, sewerage, schools, parks and other public facilities; and
WHEREAS, all of the requirements of Section 41 of Ordinance No. 82-73 have been
satisfied by the submission of evidence at a public hearing; and
WHEREAS, the City Council further considered among other things the character of
the existing zoning district and its peculiar suitability for particular uses and with the view to
conserve the value of buildings and encourage the most appropriate use of land
throughout this City; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that there is
a public necessity for the granting of this planned development overlay, that the public
i demands it, that the public interest clearly requires the amendment, that the zoning
changes do not unreasonably invade the rights of those who bought or improved property
with reference to the classification which existed at the time their original investment was
made; and
WHEREAS, the City Council of the City of Grapevine, Texas, does find that the
planned development overlay lessens the congestion in the streets, helps secure safety
from fire, panic and other dangers, prevents the overcrowding of land, avoids undue
concentration of population, facilitates the adequate provisions of transportation, water,
sewerage, schools, parks and other public requirements; and
WHEREAS, the City Council of the City of Grapevine, Texas, has determined that
there is a necessity and need for this planned development overlay and has also found and
determined that there has been a change in the conditions of the property surrounding and
in close proximity to the property requested for a change since this property was originally
classified and, therefore, feels that the issuance of this planned development overlay for
the particular piece of property is needed, is called for, and is in the best interest of the
public at large, the citizens of the City of Grapevine, Texas, and helps promote the general
health, safety and welfare of this community.
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
Section 1. That the City does hereby issue a planned development overlay in
accordance with Section 41 of Ordinance No. 82-73, the Comprehensive Zoning Ordinance
of the City of Grapevine, Texas, same being also known as Appendix "D" of the City Code,
by granting Planned Development Overlay PD15-02 to include but not be limited to
deviation from the height requirements within the following described property: Lot 2R-1,
Block 1, Wallcon Addition (1111 and 1151 East State Highway 114) all in accordance with
a site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and
made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards
imposed herein, including but not limited to the following: None.
Section 2. That the City Manager is hereby directed to amend the official zoning
map of the City of Grapevine, Texas, to reflect the herein planned development overlay.
Section 3. That in all other respects the use of the tract or tracts of land herein
above described shall be subject to all the applicable regulations contained in said City of
Grapevine zoning ordinance and all other applicable and pertinent ordinances of the City of
Grapevine, Texas.
Section 4. That the zoning regulations and districts as herein established have
been made in accordance with the comprehensive plan for the purpose of promoting
health, safety, morals and the general welfare of the community. They have been
designed with respect to both present conditions and the conditions reasonably anticipated
to exist in the foreseeable future; to lessen congestion in the streets; to secure safely from
fire, panic, flood and other dangers; provide adequate light and air; to prevent
overcrowding of land, to avoid undue concentration of population; facilitate the adequate
provisions of transportation, water, sewerage, drainage and surface water, parks and other
public requirements, and to make adequate provisions for the normal business, commercial
needs and development of the community. They have been made with reasonable
consideration, among other things, of the character of the district, and its peculiar suitability
for the particular uses and with a view of conserving the value of buildings and encouraging
the most appropriate use of land throughout the community.
Section 5. That this ordinance shall be cumulative of all other ordinances of the
City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of said
ordinances except in those instances where provisions of those ordinances which are in
direct conflict with the provisions of this ordinance.
Section 6. That the terms and provisions of this ordinance shall be deemed to be
severable and that if the validity of the zoning affecting any portion of the tract or tracts of
land described herein shall be declared to be invalid, the same shall not affect the validity
of the zoning of the balance of the tract or tracts of land described herein.
Section 7. That any person violating any of the provisions of this ordinance shall
be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum
ORD. NO. 2015-017 3
not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Section 8. That the fact that the present ordinances and regulations of the City of
Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace
and general welfare of the inhabitants of the City of Grapevine, Texas, creates an
emergency for the immediate preservation of the public business, property, health, safety
and general welfare of the public which requires that this ordinance shall become effective
from and after the date of its final passage, and it is accordingly so ordained.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on this the 21 st day of April, 2015.
William D.
Mayor
a
ATTEST:
L&�
Tara Brooks
City Secretary
--'� (t
Matthew Boyle
City Attorney
ORD. NO. 2015-017 4
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Sewell Automotive Companies
Seweo o lve Companies EXHIBIT� TO0/W.
Page
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Gensler
Architect
5420 LBJ Freeway tz
ME
Suite 1100
-IW -T- 44-114 2 Lincoln Center 0
U -
Dallas TX 75240
Telephone: 214.273.1500
Facsimile: 214.273.1505
04/09/2015
Bury
Civil ]7ngineering
5310 Harvest Hill
Suite 100
Dallas, Texas 75230
Telephone: 972.991.0011
Facsimile: 972.991.0278
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3 2 15
1111 East State Hlghway 114
115
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1 East Stae-, -IL-e Highwq...-v 114 LAMBERT'S
07 � -
Landscape Architecture
6333 Denton Drive
GrapevineTexas Dallas, Texas 75206
,
Telephone: 214.350.8350 LU
LU
PROJECT NUMBER:27.7 .
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EAB NUMBER: B5810707
0
VICINITY MAP
LOCATION MAP
PROJECT INFORMATION
PROPERTY OWNER:
SEWELL VILLAGE CADILLAC COMPANY
AA00.50
3860 NORTHWEST HWY, SUITE 100
04/0912015 CUP REVISIONS _
DALLAS, TX 75220
DIMENSIONAL CONTROL SITE PLAN - NE
PROJECT INCLUDES THE ADDITION OF 2 NEW
PROJECT DESCRIPTION:
BUILDINGS ON TO A SITE WITH AN EXISTING
04/09/2015 '.CUP REVISIONS
BUILDING #3 (AUTOMOTIVE SALES AND
DIMENSIONAL CONTROL SITE PLAN- SW
SERVICE).
AA00.54
BUILDING #1 IS A NEW AUTOMOTIVE SALES
04/09/2015 CUP REVISIONS
AND SERVICE CENTER -4 STORY WITH
PHOTOMETRIC SITE PLAN -OVERALL
BUSINESS. AUTO REPAIR, AND PARKING
AA00.80
FUNCTIONS.
04/0912015 CUP REVISIONS
BUILDING #2 IS A USED AUTOMOTIVE SALES
ELEVATIONS - MAIN BUILDING
CENTER -1 STORY WTH BUSINESS
AA00.82
FUNCTIONS,
BUILDING ADDRESSES:
BUILDING 1 (MAIN BUILDING)
ELEVATIONS - CPO BUILDING
1111 E. HWY 114
AA00.90
GRAPEVINE, TX 76051
—
04/09/2015 CUP REVISIONS
BUILDING 2 (CPO BUILDING)
1151 E. HWY 114
GRAPEVINE, TX 76051
BUILDING 3 (EXISTING BUILDING)
1001 E. HWY 114
GRAPEVINE, TX 76051
BLOCK AND LOT NO.:
LOT 2R BLOCK 1 OF THE WALLCON ADDITION
LOT 1 BLOCK 1 OF THE WALLCON ADDITION
ZONING:
CC AND PCD
1\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvi
DRAWING INDEX
CURRENT
ISSUE CURRENT ISSUE
LORAWING NUMBER DRAWING NAME DATE DESCRIPTION
ARCHITECTURAL
AA00.OD
SHEET INDEX
04/0912015 CUP REVISIONS__
AA00.50
DIMENSIONAL CONTROL SITE PLAN
04/0912015 CUP REVISIONS _
AADO.51
DIMENSIONAL CONTROL SITE PLAN - NE
04/09/2015 ''CUP REVISIONS
'.AA00.52
DIMENSIONAL CONTROL SITE PLAN - SE
04/09/2015 '.CUP REVISIONS
'.AA00.53
DIMENSIONAL CONTROL SITE PLAN- SW
04/09/2015 '.CUP REVISIONS
AA00.54
DIMENSIONAL CONTROL SITE PLAN - NW
04/09/2015 CUP REVISIONS
AA00.60
PHOTOMETRIC SITE PLAN -OVERALL
04/0912015 CUP REVISIONS
AA00.80
ELEVATIONS - MAIN BUILDING
04/0912015 CUP REVISIONS
AA00.81
ELEVATIONS - MAIN BUILDING
04/09/2015 CUP REVISIONS
AA00.82
ELEVATIONS - CPO BUILDING
G4/09/2015 CUP REVISIONS
AA00.83
ELEVATIONS - CPO BUILDING
104/09!2015 CUP REVISIONS
-
AA00.90
---
DETAILS
—
04/09/2015 CUP REVISIONS
LANDSCAPE
L.01_PL-1 PLANTING PLAN 104/09/2015 ICUPREVISIONS
CIVIL
1-C1.06. -GRADING PLAN
1-C1.07 EROSION & SEDIMENTATION CONTROL PLAN
'103/30/2015
03/30/201
CUP REVISIONS
C5 UP REVISIONS
1-C1.1 STORM SEWER PLAN
CUP REVISIONS
_
_0 _
1-C1.15. UTILITY PLAN
__03/30/2015
03/30/2015
1 CUP REVISIONS
Ggb
1 OF 2. PLAT
03/30/2015
!CUP REVISIONS
12 OF 2. PLAT
103/30/2015
1CUP REVISIONS
EXHIBIT ♦t TO
• ; of y
BMW OF
'A GRAPEVINE
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJ FREEWAY,
SUITE 1100
DALLAS TX 75240
Gensler
TELEPHONE: 2�42�3.1505
Issue
# Issue Date Issue Description
A 02/02/2015 CUP SUBMISSION
B 03/30/2015 CUP REVISIONS
C 04/09/2015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
j Case Number: CUIRS
! Location: 1111 AND 1161 E. STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflictvAth any codes or
1 ordinances.
Dept of Development Services
1 OF 19
C 2-s Gensler
Ted Kollaja
413842
1 I
I
04109/2015
Ggb
_
OF
Project Name
BMW OF GRAPEVINE
Project Number
27.6704.000
Description
_. ... __.
SHEETINDEX..._
Scale
1 OF 19
C 2-s Gensler
GENERAL NOTES
SHEET NOTES
31A ,
o '.,
y SITE INFORMATION
PQ
BUILDING 1 BUILDING)
PARKING CALCULATIONS
Mayor Date �
i
LEGEND
VICINITY MAP NTS
A U.N.O., UNDIMENSIONED RADII OF CURBS ARE 01
2'-0" 02
EXISTING PUBLIC SIDEWALK
NEW PUBLIC SIDEWALK
12
NEW DUMPSTER ENCLOSURE AND
USED TIRE STORAGE
21
GUIDELINE FOR SITE LAYOUT ORIGIN
TO START AT NORTHWEST CORNER OF
34
35
EXISTING 8FT TALL CHAIN LINK FENCE
EXISTING ELEVATED VEHICLE DISPLAYS
----- BUILDING SETBACK LINE
0.2X735,590 SF=147.118 OF
OF=1
B U.N.O., DIMENSIONS ARE TO THE FACE OF
03
NEW PRIVATE SIDEWALK
13
NEW COVERED VACUUM AND
,. -- w•
SITE
38
EXISTING FIRE LANE
- - - EASEMENTS=.-,?,
260
CURB
04
NEW LANDSCAPE, TYP
TOTAL BUILDING FOOTPRINT
DETAILING STATION
22
NEW 12'-0"x 35'-0" LOADING SPACE
37
ENTRY TO SERVICE DROP OFF
e
EXISTING. 44,4035E
NEW: 104.476SF
C ALL ON SITE ELECTRICAL CONDUCTORS
OS
NEW HANDICAPPED ACCESSIBLE
14
NEW 8FT TALL CHAIN LINK FENCE
23
NEW PLANTER
38
EXISTING SIGN. 25'-7" TALL X T-7" WIDE
------ • EXISTINGCURB
L.--
�"r
ASSOCIATED WITH NEW CONSTRUCTION
SHALL BE LOCATED UNDERGROUND
A` v
��1
OA
PARKING STALL
15
NEW 8FT TALDEOATIV
L CRE METAL
FENCE
24
EXISTING TRANSFORMER
ELEVATED VEHICLE DISPLAY
-"
X 2'-8" THICK.
EXISTING LANDSCAPE/
�
j
BUILDING 3(EXISTING BUILDING)
HEIGHT IN STORIES: i
ACCESSIBLE PARKING
D BARBED WIRE FENCING IS NOT PERMITTED.
E
06
07
PROPERTY LINE
NEW SECURED GATE. 8FT TALL
16
TENTATIVE LOCATION FOR NEW
26
27
NEW
NEW BIKE RACK
39
EXISTING SIGN. 28'-6" TALL X 11'-4"
WIDE X 2'-0"THICK
PERMEABLE AGGREGATE
/
NORTHWEST HWY
CIRCULATION ELEMENTS:
ALL REQUIREMENTS OF THE GRAPEVINE SOIL
EROSION CONTROL ORDINANCE SHALL BE
MANUAL SWING GATE WITH KNOX BOX.
17
TRANSFORMER
EXISTING
28
EXISTING 8FT TALL CHAIN LINK FENCE
40
CUSTOMER PARKING
NEW LANDSCAPE/
m
°a
S
VEHICULAR: 398.380 OF
MET DURING THE PERIOD OF CONSTRUCTION. 08
NEW ELEC OPERATED SWING GATE
8FT TALL DECORATIVE
29
NEW LIGHT POLE FIXTURE
41
EMPLOYEE / SERVICE CENTER
PERMEABLE AGGREGATE
SITE 9y
AND BARRIER ARMS.
FENCE
30
EXISTING CURB CUT
PARKING
SH 114
09
NEW MONUMENT SIGN. AREA OF
18
EXISTING LIGHT POLE FIXTURE
31
MAIN ENTRY
FIRE LANE
sy7
SIGNAGE: 55 SQ. FT. HEIGHT: 8'- 0"
19
NEW FUEL TANK- 12000 GALLON,
32
EXISTING LANDSCAPE
y
10
NEW POST SIGN. AREA OF SIGNAGE:
32k8'x8')
33
EXISTING HANDICAPPED ACCESSIBLE
101 SFT- HEIGHT: 40' - 0"
20
LINE OF FUTURE BUILDING EXPANSION.
PARKING STALL
�'�� DFW
\�", >�u
11
FI
NEW FIRE LANE
N 89'
30' 57' W
s
AIRPOR
A4
R 131^95
AL
s
J
CONDITIONAL USE REQUEST CU15.051S A
REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU12 41 SPRC, CUII-16
SPRC, CU09-32 SPRC, CU04-16 SPRC, CU03-20
SPRCM CU02-52 (ORD. 2002-98) FOR AUTOMOTIVE
DEALERSHIP WITH SALES AND SERVICE FOR
NEW AND USED VEHICLES, SPECIFICALLY TO
ALLOW FORA NEW 280500 SF BMW NEW CAR
SALES / SERVICE/CAR WASH/GARAGE, A 10,000
SF PRE -OWNED SALES BUILDING, A 40 FT POLE
SIGN, AN 8 FT MONUMENT SIGN, AND A PLANNED
DEV ELOPEMENT OVERLAY TO INCLUDE BUT NOT
BE LIMITED TO DEVIATION FROM THE HEIGHT
REQUIREMENTS.
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJ FREEWAY,
SUITE 1100
DALLAS TX 75240
Gensl r TELEPHONE: 21 4.273.1505
Issue � ----�
# ;Issue Date . Issue Description
A 02/02/2015 !CUP SUBMISSION
B DW30/2015 ,CUP REVISIONS
04/09/2015 CUP REVISIONS
Case
Name: SEWELL VILLAGE BMW
31A ,
o '.,
y SITE INFORMATION
PQ
BUILDING 1 BUILDING)
PARKING CALCULATIONS
Mayor Date �
i
�7-
'•
\ �.
1
PLANNING AND ZONING COMMISSION �!
I
"MIN LANDSCAPED AREA: 20% OF
MIN LANDSCAPEL LOT AREA: 20%ACRESLLOT1735,590 ARE
AREA
TORI
HEIGHT INFEET 6F
HEIGHT IN FEET'. 66 FT
LOT AREAPARKING 735 :I SPACE /2.COD SF OF SITE AREA
SF
�.
1 35�
X31
0.2X735,590 SF=147.118 OF
OF=1
TOTAL BUILDING SF
PARK590
MINIMUM INGR
MINIMUM PARKINGD(INCL EXIST 7TO
�, -" ,4G��.
,. -- w•
,S90
TOTALTOTAL LANDSCAPED AREA: 147,434 SF
TOTAL PAVED AREA'. 439,2775E
AREA 280,324 ,F
TOTAL BUILDING AREA 280,324 OF
PARKING PROPOSED (INCL EXISTING E REMAIN):
REMAIN)
EMPLOYEE (SERVICE CENTER SPACES=
260
TOTAL BUILDING FOOTPRINT
CUSTOMER SPACES =
108
J E
IN
O�D
EXISTING. 44,4035E
NEW: 104.476SF
BUILDING 2(GPQ BUILDING)
HEIGHTINSTORIES.1
SUBTOTAL PARKING =
368
06
T - -.—'\'-
T6TORY
"'UA
" ^
•r�-
R
TOTAL IMPERVIOUS AREA : 588.156 OF
TOT AL BUILDING FOOTPRINT 810.016 SF
VEHICLE SPACES
IN(ON NSURFACE AND IN STRUCTURE)
696
32,. = i 391
A` v
��1
OA
MAX IMPERVIOUS AREA: 80% OF TOTAL LOT AREA
0.8 X 735,590 SF = 588.472 5F
TOTAL BUILDING AREA. 10,01 SF
TOTAL VEHICLE SPACES = (896,366) =
1264
-"
/•T`
TOTAL BUILOING AREA 334.745 OF
FLOOR AREA RATIO: TOTAL BLDG AREA TOTAL LOT AREA
BUILDING 3(EXISTING BUILDING)
HEIGHT IN STORIES: i
ACCESSIBLE PARKING
zy°O SN334,745/735,590=0.455
HEIGHT IN FEET. 2BFT
REO'D ACCESSIBLE PARKING SPACES FOR
CIRCULATION ELEMENTS:
TOTAL BUILDING FOOTPRINT 44403 SF
368 PARKING SPACES =10
PEDESTRIAN 29,587 OF
TOTAL BUILDING AREA. 44,403 OF
ACCESSIBLE PARKING SPACE PROVIDED
VEHICULAR: 398.380 OF
(INCL EXISTING)= 10
DIMENSIONAL CONTROL SITE PLAN
01 CALCULATIONS
SCALE! 1-50'4'
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJ FREEWAY,
SUITE 1100
DALLAS TX 75240
Gensl r TELEPHONE: 21 4.273.1505
Issue � ----�
# ;Issue Date . Issue Description
A 02/02/2015 !CUP SUBMISSION
B DW30/2015 ,CUP REVISIONS
04/09/2015 CUP REVISIONS
Case
Name: SEWELL VILLAGE BMW
Case
Number. CUIS-05
Location:
1111 AND 1151 E. STATE HWY.114
Mayor Date �
i
Secretary Date
j
PLANNING AND ZONING COMMISSION �!
I
Chairman Date
Approval does not authorize any=rk in conflict with any codes or
ordinances.
Dept of Development Services !!
A
1
Ted Kollaja cs 5
#13842
k
k
04/09/2015 0` 135 Ph
A_
Project Name
BMW OF GRAPEVINE
Project Number
27,6704.000
Description
DIMENSIONAL CONTROL SITE PLAN
Scale
As Indicated
Par. xoru
2 OF 19
0 3015 Gensler 012.525 50 100 FT
Ir
z
Q
X
W
F—
01 EXISTING PUBLIC SIDEWALK
02 NEW PUBLIC SIDEWALK
03 NEW PRIVATE SIDEWALK
04 NEW LANDSCAPE, TYP
05 NEW HANDICAPPED ACCESSIBLE PARKING
STALL
06 PROPERTY LINE
07 NEW SECURED GATE. 8FT TALL MANUAL
SWING GATE WITH KNOX BOX.
08 NEW ELEC OPERATED SWING GATE AND
BARRIER ARMS.
09 NEW MONUMENT SIGN. AREA OF SIGNAGE:
55 SQ. FT. HEIGHT: 8'- 0"
10 NEW POST SIGN. AREA OF SIGNAGE: 101
SQ. FT. HEIGHT: 40'- 0"
11 NEW FIRE LANE
12 NEW DUMPSTER ENCLOSURE AND USED
TIRE STORAGE
13 NEW COVERED VACUUM AND DETAILING
STATION
14 NEW 8FT TALL CHAIN LINK FENCE
15 NEW 8FT TALL DECORATIVE METAL FENCE
15 TENTATIVE LOCATION FOR NEW
TRANSFORMER
17 EXISTING 8FT TALL DECORATIVE FENCE
18 EXISTING LIGHT POLE FIXTURE
19 NEW FUEL TANK- 12000 GALLON, 32'x8x8')
20 LINE OF FUTURE BUILDING EXPANSION.
21 GUIDELINE FOR SITE LAYOUT ORIGIN TO
START AT NORTHWEST CORNER OF SITE
22 NEW 12'-0"x 35'-0" LOADING SPACE
23 NEW PLANTER
24 EXISTING TRANSFORMER
26 NEW ELEVATED VEHICLE DISPLAY
27 NEW BIKE RACK
28 EXISTING SET TALL CHAIN LINK FENCE
29 NEW LIGHT POLE FIXTURE
30 EXISTING CURB CUT
31 MAIN ENTRY
32 EXISTING LANDSCAPE
33 EXISTING HANDICAPPED ACCESSIBLE
PARKING STALL
34 EXISTING 8FT TALL CHAIN LINK FENCE
35 EXISTING ELEVATED VEHICLE DISPLAY
36 EXISTING FIRE LANE
37 ENTRY TO SERVICE DROP OFF
38 EXISTING SIGN. 25'-7" TALL X 7'-7" WIDE X
2'-8" THICK.
39 EXISTING SIGN. 28'-6" TALL X 1 T-4" WIDE X
2'-0" THICK.
40 CUSTOMER PARKING
41 EMPLOYEE / SERVICE CENTER PARKING
,�� M Do n -1
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3060 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 L8J FREEWAY,
SUITE 1100
Gen
DALLAS TX 75240
TELS r FAX: 214.2714.273.1505 23.1500 14273.1505
-------------
--
Issue
# LISsue Date Issue Descriptio
A 02/02/2015 CUP SUBMISSION
_ B 03!30/2015 CUP REVISIONS
C 104/0912015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number. CU16-05
I., o
I
�I�
Location: 1111 AND 1151 E. STATE HWY.114
I
Mayor
Date
Secretary
Date
PLANNING AND ZONING COMMISSION
I
I
Chairman
Date
Approval does not authorize any mrk in conflict with any codes or
ordinances.
Dept. of Development Services
I., o
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�I�
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A U
U N NDIMENSIONED RADII OF CURBS ARE
-
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B U.N.O. DIMENSIONS ARE TO THE FACE OF
D
32
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CURB
4 M
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C ALL ON SITE ELECTRICAL CONDUCTORS
Ted Koliaja
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ASSOCIATED WITH NEW CONSTRUCTION _
#13842 r'
SHALL BE LOCATED UNDERGROUND
D BARBED WIRE FENCING IS NOT PERMITTED.
04/0912015
Vy ,;
DIMENSIONAL CONTROL SITE PLAN
E ALL REQUIREMENTS OF THE GRAPEVINE SOIL
aTp t s
- NE
EROSION CONTROL. ORDINANCE SHALL BE
OF
SCALE. 1" = 30'-0".zs
MET DURING THE PERIOD OF CONSTRUCTION.
Protect Name _
BMW OF GRAPEVINE
LEGEND
Project Number
EXHIBIT A TO 09O.Ao15-011
----- BUILDING SETBACK LINE
276704.008
EASEMENT
Page of 0
Description
DIMENSIONAL CONTROL SITEPLAN
- EXISTING CURB
-NE
Scale
- - EXISTING LANDSCAPEI
_-. - -.... ..........
Ae
- PERMEABLE AGGREGATE
Indicated
- NEW LANDSCAPEI
-- -- PERMEABLE AGGREGATE
.... FIRE LANE
. 1 3 OF 19
NOTE: EVERY SHEETNOTE ,MAY NOT APPEAR ON THIS PAGE
® 2015 G-1- 0 7.515 30 60 FT
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
DIMENSIONAL CONTROL SITE PLAN - SE 1
SCALE: V=30'-0"
EXHIBIT P TO
•
SHEET NOTES
01 EXISTING PUBLIC SIDEWALK
02 NEW PUBLIC SIDEWALK
03 NEW PRIVATE SIDEWALK
04 NEW LANDSCAPE, TYP
05 NEW HANDICAPPED ACCESSIBLE PARKING
STALL
O6 PROPERTY LINE
07 NEW SECURED GATE. BFT TALL MANUAL
SWING GATE WITH KNOX BOX.
08 NEW ELEC OPERATED SWING GATE AND
BARRIER ARMS.
09 NEW MONUMENT SIGN. AREA OF SIGNAGE:
55 SQ. FT. HEIGHT: 8' - 0"
10 NEW POST SIGN. AREA OF SIGNAGE: 101
SQ. FT. HEIGHT: 40'- 0"
11 NEW FIRE LANE
12 NEW DUMPSTER ENCLOSURE AND USED
TIRE STORAGE
13 NEW COVERED VACUUM AND DETAILING
STATION
14 NEW 8FT TALL CHAIN LINK FENCE
15 NEW 8FT TALL DECORATIVE METAL FENCE
16 TENTATIVE LOCATION FOR NEW
TRANSFORMER
17 EXISTING BFT TALL DECORATIVE FENCE
18 EXISTING LIGHT POLE FIXTURE
19 NEW FUEL TANK -12000 GALLON, 32'x8'x8')
20 LINE OF FUTURE BUILDING EXPANSION.
21 GUIDELINE FOR SITE LAYOUT ORIGIN TO
START AT NORTHWEST CORNER OF SITE
22 NEW 12'-O"x 35-0" LOADING SPACE
23 NEW PLANTER
24 EXISTING TRANSFORMER
26 NEW ELEVATED VEHICLE DISPLAY
27 NEW BIKE RACK
28 EXISTING 8FT TALL CHAIN LINK FENCE
29 NEW LIGHT POLE FIXTURE
30 EXISTING CURB CUT
31 MAIN ENTRY
32 EXISTING LANDSCAPE
33 EXISTING HANDICAPPED ACCESSIBLE
PARKING STALL
34 EXISTING 8FT TALL CHAIN LINK FENCE
35 EXISTING ELEVATED VEHICLE DISPLAY
36 EXISTING FIRE LANE
37 ENTRY TO SERVICE DROP OFF
38 EXISTING SIGN. 25'-7" TALL X T-7" WIDE X
2'-8" THICK.
39 EXISTING SIGN. 28'-6" TALL X 11'-4" WIDE X
2'-0" THICK.
40 CUSTOMER PARKING
41 EMPLOYEE / SERVICE CENTER PARKING
GENERAL NOTES
A U.N.O., UNDIMENSIONED RADII OF CURBS ARE
B U.N.O., DIMENSIONS ARE TO THE FACE OF
CURB
C ALL ON SITE ELECTRICAL CONDUCTORS
ASSOCIATED WITH NEW CONSTRUCTION
SHALL BE LOCATED UNDERGROUND
D BARBED WIRE FENCING IS NOT PERMITTED.
E ALL REQUIREMENTS OF THE GRAPEVINE SOIL
EROSION CONTROL ORDINANCE SHALL BE
MET DURING THE PERIOD OF CONSTRUCTION.
LEGEND
-- BUILDING SETBACK LINE
- EASEMENT
EXISTING CURB
EXISTING LANDSCAPE(
- PERMEABLE AGGREGATE
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJ FREEWAY,
SUITE 1100
DALLAS TX 75240
Gensler
TELEPHONE: 214273.1505
Issue
# Issue Date Issue Description
A 02/02/20151 CUP SUBMISSION
B 03/30/2015 CUP REVISIONS
C 04/09/2015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number. CU15-05
Location: 1111 AND 1151E STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
I! Chairman Date
Approval does not authorize any work in conflict with any codes or
!. ordinances.
Dept of Development Services
C� 0 4R
i -Y, La4$
Ted Kollaja a �
#13842
04/0912015
V`
7JEa �
Project Name
BMW OF GRAPEVINE
Project Number
27.6704.000 -
! Description
DIMENSIONAL CONTROL SITE PLAN -,SE
Scale
As Indicated _... ... _. ......_ _ _ _.
NEW LANDSCAPE!
-- -- PERMEABLE AGGREGATE
FIRE LANE AAOO. 4 OF 19
NOTE. EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE ® 2015 emeler 0 T515 30 60 FT
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DIMENSIONAL CONTROL SITE PLAN - SW 1
SCALE. V=30'4"
MAR.=
01 EXISTING PUBLIC SIDEWALK
02 NEW PUBLIC SIDEWALK
03 NEW PRIVATE SIDEWALK
04 NEW LANDSCAPE, TYP
05 NEW HANDICAPPED ACCESSIBLE PARKING
STALL
06 PROPERTY LINE
07 NEW SECURED GATE. BFT TALL MANUAL
SWING GATE WITH KNOX BOX.
08 NEW ELEC OPERATED SWING GATE AND
BARRIER ARMS.
09 NEW MONUMENT SIGN. AREA OF SIGNAGE:
55 SQ. FT, HEIGHT: 8'- 0"
10 NEW POST SIGN. AREA OF SIGNAGE: 101
SQ. FT. HEIGHT: 40' - 0"
11 NEW FIRE LANE
12 NEW DUMPSTER ENCLOSURE AND USED
TIRE STORAGE'
13 NEW COVERED VACUUM AND DETAILING
STATION
14 NEW BFT TALL CHAIN LINK FENCE
15 NEW 8FT TALL DECORATIVE METAL FENCE
16 TENTATIVE LOCATION FOR NEW
TRANSFORMER
17 EXISTING 8FT TALL DECORATIVE FENCE
18 EXISTING LIGHT POLE FIXTURE
19 NEW FUEL TANK- 12000 GALLON, 32'x8'x8')
20 LINE OF FUTURE BUILDING EXPANSION.
21 GUIDELINE FOR SITE LAYOUT ORIGIN TO
START AT NORTHWEST CORNER OF SITE
22 NEW 12'-0"x 35'-0" LOADING SPACE
23 NEW PLANTER
24 EXISTING TRANSFORMER
26 NEW ELEVATED VEHICLE DISPLAY
27 NEW BIKE RACK
28 EXISTING 8FT TALL CHAIN LINK FENCE
29 NEW LIGHT POLE FIXTURE
30 EXISTING CURB CUT
31 MAIN ENTRY
32 EXISTING LANDSCAPE
33 EXISTING HANDICAPPED ACCESSIBLE
PARKING STALL
34 EXISTING 8FT TALL CHAIN LINK FENCE
35 EXISTING ELEVATED VEHICLE DISPLAY
36 EXISTING FIRE LANE
37 ENTRY TO SERVICE DROP OFF
38 EXISTING SIGN. 25'-7" TALL X T-7" WIDE X
2'-8" THICK.
39 EXISTING SIGN. 28'-6" TALL X 11'-4" WIDE X
2'-0" THICK.
40 CUSTOMER PARKING
41 EMPLOYEE / SERVICE CENTER PARKING
GENERAL NOTES
A U.N.O., UNDIMENSIONED RADII OF CURBS ARE
T -O"
�I. B U.N.O., DIMENSIONS ARE TO THE FACE OF
CURB
'.. C ALL ON SITE ELECTRICAL CONDUCTORS
ASSOCIATED WITH NEW CONSTRUCTION
SHALL BE LOCATED UNDERGROUND
D BARBED WIRE FENCING IS NOT PERMITTED.
E ALL REQUIREMENTS OF THE GRAPEVINE SOIL
EROSION CONTROL ORDINANCE SHALL BE
MET DURING THE PERIOD OF CONSTRUCTION.
LEGEND
----- BUILDING SETBACK LINE
FIRE LANE
NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE
\\gensier.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
SEWELL
BMW OF
VLIP III,'—__
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJ FREEWAY,
SUITE 1100
DALLAS TX 75240
TELEPHONE: 2�42�Gensler
5 M AZ3.1505
Issue
# Issue Date Issue Description
A 102/02/2015 CUP SUBMISSION
B 03/30(2015 iCUP REVISIONS
C 04/09(2015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number. CUIS-05
Location:1111 AND 1151 E STATE HWY.114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or
ordinances.
Dept of Development Services
Seal/Signature
6 R
Ted Kollaja
#13842 w I• �' q
r
04!0912015 c .., M6 s' y
BMW OF GRAPEVINE
Project Number
27.6704.000
Description
DIMENSIONAL CONTROL SITE PLAN -SW
,Scale .._ ..
As Indicated
5 OF 19
2oas c—Aw 0 7.515 30 60 FT
— — — EASEMENT
-- EXISTING CURB
TOEXHIBIT
" {{
B II
- EXISTING LANDSCAPE!
Of
- - PERMEABLE AGGREGATE
NEW LANDSCAPE/
PERMEABLE AGGREGATE
FIRE LANE
NOTE: EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE
\\gensier.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
SEWELL
BMW OF
VLIP III,'—__
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJ FREEWAY,
SUITE 1100
DALLAS TX 75240
TELEPHONE: 2�42�Gensler
5 M AZ3.1505
Issue
# Issue Date Issue Description
A 102/02/2015 CUP SUBMISSION
B 03/30(2015 iCUP REVISIONS
C 04/09(2015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number. CUIS-05
Location:1111 AND 1151 E STATE HWY.114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or
ordinances.
Dept of Development Services
Seal/Signature
6 R
Ted Kollaja
#13842 w I• �' q
r
04!0912015 c .., M6 s' y
BMW OF GRAPEVINE
Project Number
27.6704.000
Description
DIMENSIONAL CONTROL SITE PLAN -SW
,Scale .._ ..
As Indicated
5 OF 19
2oas c—Aw 0 7.515 30 60 FT
D
SI
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10'-0' 27'-("
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A
Page 17
III ,
SHEET NOTES
01 EXISTING PUBLIC SIDEWALK
02 NEW PUBLIC SIDEWALK
03 NEW PRIVATE SIDEWALK
04 NEW LANDSCAPE, TYP
05 NEW HANDICAPPED ACCESSIBLE PARKING
STALL
O6 PROPERTY LINE
07 NEW SECURED GATE. BFT TALL MANUAL
SWING GATE WITH KNOX BOX.
O8 NEW ELEC OPERATED SWING GATE AND
BARRIER ARMS.
09 NEW MONUMENT SIGN. AREA OF SIGNAGE:
55 SQ, FT. HEIGHT: 8'- 0"
10 NEW POST SIGN. AREA OF SIGNAGE: 101
SQ. FT. HEIGHT: 40' - 0"
11 NEW FIRE LANE
12 NEW DUMPSTER ENCLOSURE AND USED
TIRE STORAGE
13 NEW COVERED VACUUM AND DETAILING
STATION
14 NEW 8FT TALL CHAIN LINK FENCE
15 NEW 8FT TALL DECORATIVE METAL FENCE
16 TENTATIVE LOCATION FOR NEW
TRANSFORMER
17 EXISTING 8FT TALL DECORATIVE FENCE
18 EXISTING LIGHT POLE FIXTURE
19 NEW FUEL TANK- 12000 GALLON, 32'X8'x8')
20 LINE OF FUTURE BUILDING EXPANSION.
21 GUIDELINE FOR SITE LAYOUT ORIGIN TO
START AT NORTHWEST CORNER OF SITE
22 NEW 12'-0"x 35'-0" LOADING SPACE
23 NEW PLANTER
24 EXISTING TRANSFORMER
26 NEW ELEVATED VEHICLE DISPLAY�I
27 NEW BIKE RACK
28 EXISTING 8FT TALL CHAIN LINK FENCE
29 NEW LIGHT POLE FIXTURE
30 EXISTING CURB CUT
31 MAIN ENTRY
32 EXISTING LANDSCAPE
33 EXISTING HANDICAPPED ACCESSIBLE
PARKING STALL
34 EXISTING SFT TALL CHAIN LINK FENCE
35 EXISTING ELEVATED VEHICLE DISPLAY
36 EXISTING FIRE LANE
37 ENTRY TO SERVICE DROP OFF
38 EXISTING SIGN. 25'-7" TALL X 7'-7" WIDE X
2'-8" THICK.
39 EXISTING SIGN. 28'-6" TALL X 11'-4" WIDE X
2'-0" THICK. j
40 CUSTOMER PARKING
41 EMPLOYEE / SERVICE CENTER PARKING
GENERAL NOTES
'., A U.N.O., UNDIMENSIONED RADII OF CURBS ARE
',. 2,-0"
B U.N.O., DIMENSIONS ARE TO THE FACE OF
CURB
C ALL ON SITE ELECTRICAL CONDUCTORS
ASSOCIATED WITH NEW CONSTRUCTION
SHALL BE LOCATED UNDERGROUND
D BARBED WIRE FENCING IS NOT PERMITTED.
E ALL REQUIREMENTS OF THE GRAPEVINE SOIL
EROSION CONTROL ORDINANCE SHALL BE
MET DURING THE PERIOD OF CONSTRUCTION.
----- BUILDING SETBACK LINE
— — — EASEMENT
EXISTING CURB
EXISTING LANDSCAPE(
PERMEABLE AGGREGATE
NEW LANDSCAPEI
. -._ PERMEABLE AGGREGATE
FIRE LANE
SEWELL
BMW OF
�I GRAPEVINE
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJ FREEWAY,
SUITE 1100
DALLAS TX 75240
Gen
3.1500 S p TEL2427
3.1505
Issue'-
# Issue Date Issue Description
A 02/02/2015 iCUP SUBMISSION
B 03/30/2015 SCUP REVISIONS
C 0410 9/2 01 5 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number. CUIMS
Location: 1111 AND 1151 E. STATE HWY. 114
Mayor Date
II
Secretary Date
PLANNING AND ZONING COMMISSION
i
Chairman Date
Approval does not authorize any vrork in conflict with any codes or
ordinances.
Dept of Development Services
J
Sea1ISignature
E
c F
i4dr .
Ted Kollaja
.. c, 7
#13842
a
04/0912015
s3E s' h 41
of 11'
(Project Name'.
BMW OF GRAPEVINE
-: Project Number
27.6704.000
Description
DIMENSIONAL CONTROL SITE PLAN -NW
Scale
As indicated _... _ _......... ..
6 OF 19
NOTE EVERY SHEETNOTE MAY NOT APPEAR ON THIS PAGE ® 2015 G-1- 0 7.5 15 30 60 FT
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine- Site_10380.rvt
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Symbol Oty Label Lum: Lunens, LLF Deser, tion
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EXHIBIT R TO _0A& 20/6'-0/
t”
BMW
GRAPEViLIE
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 L8J FREEWAY,
SUITE 1100
Q Q DALLAS TX 75240
Gensler FAX:
EPHONE 14273.1505
Issue
# I Issue Date Issue Description
A 02/02/2015 CUP SUBMISSION
B 03/30/2015 CUP REVISIONS
C 04/0912015 1CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number. CU15-05
I,
Location: 1111 AND 1151 E. STATE HWY.114
Mayor Date I
i
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date f
Approval does not authorize any work in conflict with any codes or
ordinances. -
Dept. of Development Services
Ted Kollaja
#13842
i
v
Project Name
BMW OF GRAPEVINE
Project Number
27.6704.000
Description
PHOTOMETRIC SITE PLAN - OVERALL
Scale
7 OF 19
PHOTOMETRIC SITE PLAN - OVERALL 1 ®201s. l- 0 2 4 8 16 FT
SCALE- 1" = 100'-0"
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
ELEVATIOAL
N CCULATION$=MAIN BUILDING
TOTAL AREA OF ALL WALLS (EXCLUDING DOORS &WINDOWS)
57,567 S.F.
TOTAL AREA OF MASONRY/ MASONRY EQUI ENT
VAL
52,232 S.F.
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
C DIAGONAL HATCHING INDICATES MASONRY MATERIAL
5,335 S.F.
\ \
BLACK FILL INDICATES NON -MASONRY MATERIAL WHITE INDICATES GLAIJNG/000RS
/
% MASONRYI MASONRY EQUIVALENT
91%
\
%NON -MASONRY! MASONRY EQUIVALENT
9%
SOUTH ELEVATION
\
TOTAL AREA OF WALLS (EXCLUDING DOORS&WINDOWS)
136S65.F.
\\\\
TOTAL AREA OF MASONRY( MASONRY EQUIVALENT
11155 S.F.
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
2,430 S.F.
E.LF.S.(WMITE) CMU(PAINTED WHITE) —
METAL COMPOSITE ILLUMINATED BUILDING MOUNTED EQUIPMENT SCREEN METAL TRELLISF METAL COMPOSITE
PANELS (METALLIC /r SIGN 50'-9 1!Y' x 5'-217 AREA 0)F GALV CHAIN LINK (PAINTED GRAY) PANELS (METAL
E.LF.S. (WHITE) GRAY) / SIGNAGE: 194 SQ. FT. GRAY)
SOLAR SCREEN / r'~i'n.'i - z. ., u... �-. OPEN
.D GRAY) �— REVEAL,TYP. r�t,-;�z'.si
E.I.F.S. (WHITE) -4", 1 1 IAF ( e
E.I.F.S. (WHITE) —� -- ALUMINUM AND GLASS r-- E.1-F.S. (WHITE) ALUMINUM AND GLASS -J METAL COMPOSITE PANELS E.I.F.S. (WHITE) L— ALUMINUM AND GLASS 'L— E.I.F.S. (WHITE)
OVERHEAD DOOR, TYP. CURTAIN WALL, TYR. (METALIC GRAY) CURTAIN WALL, TYP.
BUILDING 1 (MAIN BUILDING) - SOUTH ELEVATION 1
SCALE: 1116"=V-0"
- DIAGONAL HATCHING INDICATES MASONRY MATERIAL r--- BLACK FILL INDICATES NON -MASONRY MATERIAL
METAL DRAIN B —
DOWNSPOUT
CMU
(PA NTED
` WHITE)
-- EQUIPMENT SCREEN -
AIR VENT (PAINTED GALV, CHAIN LINK
WHITE) METAL DRAINB --
F--- CONCRETE-- CMU EQUIPMENT SCREEN- DOWNSPOUT
STRUCTURE (PAINTED WHITE)
(PAINTED WHITE) CMU (PAINTED
WHITE)
EAYF S.
(WHITE)
OPEN
EXHIBIT A TO 09D. C
.•- --of AQ
METAL STAIRS -
(PAINTED GRAY) h
CMU
(PAINTED
WHITE)
OPEN
ELEVATION CALCULATIONS - MAIN BUILDING
WEST ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS)
TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
E.I.F.S,
EI.F.S, (WHITE)
WHITE INDICATES
GLAZINGIDOORS
- STEEL SOLAR SCREEN - METAL COMPOSITE PANELS
(PAINTED GRAY) (METALLIC GRAY)
ALUMINUM & GLASS
j CURTAIN WALL
E.LES,
i. /.. (WHITE)
15,053 S.F.
13,784 S.F.
1,269 S.F.
SEWEL
M '�jOF
GRAPE
I I I 1 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJFREEWAY,
SUITE 1100
DALLAS TX75240
SI®r FAAXXEPHONE: 2214' 273.1500 FAX, 14273 . 1505
Issue I
# Issue Date Issue Description j
A 02/02/2015 CUP SUBMISSION
B 03/30/2015 CUP REVISIONS
C ' 04/09/2015 .CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number: CU15-05
, Location: 1111 AND 1151 E. STATE HWY. 114
Mayor Date
I
I
I
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize anywork in conflict with any codes or
ordinances.
Dept of Development Services
SeallSignature
1
Ted Kollaja c. v
#13842 r
04/0912015
9 r".:•.a.. yP�j.
F OF Z/
BMW OF GRAPEVINE
Project Number
27.6704,000
Description
ELEVATIONS -MAIN BUILDING
Scale _.... -..._.
._1116' = 1'-0"
'f 11:
GLAZING ALUMINUM & GLASS E.LFS. (WHITE) E F S (WHITE) GLAZING ALUMINUM & GLASS METAL COMPOSITE PANELS OF
O
ROLL UP DOORS CURTAIN WALL SYSTEM (METALLIC GRAY) AAOO.80 C) r
19
BUILDING 1 (MAIN BUILDING) - WEST ELEVATION2 ®2oa5Gensler 0 4 6 16 32 FT
SCALE'. 1/16" = V-0"
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine- Site_10380.rvt
-----------
E.I.F.S,
EI.F.S, (WHITE)
WHITE INDICATES
GLAZINGIDOORS
- STEEL SOLAR SCREEN - METAL COMPOSITE PANELS
(PAINTED GRAY) (METALLIC GRAY)
ALUMINUM & GLASS
j CURTAIN WALL
E.LES,
i. /.. (WHITE)
15,053 S.F.
13,784 S.F.
1,269 S.F.
SEWEL
M '�jOF
GRAPE
I I I 1 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJFREEWAY,
SUITE 1100
DALLAS TX75240
SI®r FAAXXEPHONE: 2214' 273.1500 FAX, 14273 . 1505
Issue I
# Issue Date Issue Description j
A 02/02/2015 CUP SUBMISSION
B 03/30/2015 CUP REVISIONS
C ' 04/09/2015 .CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number: CU15-05
, Location: 1111 AND 1151 E. STATE HWY. 114
Mayor Date
I
I
I
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize anywork in conflict with any codes or
ordinances.
Dept of Development Services
SeallSignature
1
Ted Kollaja c. v
#13842 r
04/0912015
9 r".:•.a.. yP�j.
F OF Z/
BMW OF GRAPEVINE
Project Number
27.6704,000
Description
ELEVATIONS -MAIN BUILDING
Scale _.... -..._.
._1116' = 1'-0"
'f 11:
GLAZING ALUMINUM & GLASS E.LFS. (WHITE) E F S (WHITE) GLAZING ALUMINUM & GLASS METAL COMPOSITE PANELS OF
O
ROLL UP DOORS CURTAIN WALL SYSTEM (METALLIC GRAY) AAOO.80 C) r
19
BUILDING 1 (MAIN BUILDING) - WEST ELEVATION2 ®2oa5Gensler 0 4 6 16 32 FT
SCALE'. 1/16" = V-0"
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine- Site_10380.rvt
BUILDING 1 (MAIN BUILDING) - NORTH ELEVATION 2
SCALE: 1/16" =1'-0"
ALCULATIONS
ATION
:A OF WALLS (EXCLUDING DOORS & WINDOWS) 15,549 S.F.
-A OF MASONRY/ MASONRY EQUIVALENT 16,126 S.F.
A OF NON -MASONRY/ MASONRY EQUIVALENT 423 S.F.
A TO OP -0. •
.g- 10 of
12,WD S.F.
11,155 S f
1,213 S.F.
— CMU EQUIP SCREEN
ELEVATION CALCULATIONS
AIRE VENT (PAINTED
EAST ELEVATION
WHITE)
-- CMU --
CONCRETE
TOTAL AREAOF WALLS(EXCLUDING ODORS&WINDOWS)
l
-- OPEN
(PAINTED
STRUCTURE
TOTAL AREA OF MASONRYI MASONRY EQUIVALENT
WHITE INDICATES GLAZING/DOORS
.._. .-.... __.-_
WHITE)
(PAINTEDWHITE)
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
,•
--- CMU (PAINTED WHITE)
BLACK FILL INDICATES NON-
1
DIAGONAL HATCHING INDICATES
--------------
r A
J
i
E.I.PS. (WHITE)
r
--
MASONRY MATERIAL
j
MASONRY MATERIAL
A
-- EJ.F.S. (WHITE) GLAZING ------
ALUMINUM AND GLASS
-
ILLUMINATED BUILDING MOUNTED
i
OPEN
OPEN
• (PAINTED GRAY
CURTAIN WALL
E I F 6 (WHITE)
SIGN 50'. 91/7' x 5 2112. AREA
n
OPEN
--- ------ ----.------------------
OF SIGNAGE 1945Q FT
METAL COMPO SITE OPEN
12,WD S.F.
11,155 S f
1,213 S.F.
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJFREEWAY,
SUITE 1100
DALLAS TX 75240
Gen
Slr TEL21
214.273.11500 505
Issue-----�-----
p Issue Date j Issue Description
A 02/02/2015 CUP SUBMISSION
8 03/30/2015 CUP REVISIONS
C 04/09/2015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
.Case Number. CUi6-05
'Location: 1111 AND 1151 E. STATE HWY. 114 j
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or
ordinances.
Dept of Development Services
'
5�'<
Ted Kollaja r
#13842
04199/2015
BMW OF GRAPEVINE
Project Number
27.6704.090
Description
ELEVATIONS - MAIN BUILDING
Scale
1116„_1,-0„
AA00.81 9 OF 19
0 -15 Gensler 0 4 8 16 32 FT
— CMU EQUIP SCREEN
.--
AIRE VENT (PAINTED
(PAINTED WHITE)
WHITE)
-- CMU --
CONCRETE
._ EQUIPSCREEN
l
-- OPEN
(PAINTED
STRUCTURE
GALV CHAIN LINK E.LES. (WHITE)
.._. .-.... __.-_
WHITE)
(PAINTEDWHITE)
,•
--- CMU (PAINTED WHITE)
E.I.PS. (WHITE)
STEEL SOLAR SCREEN
-- EJ.F.S. (WHITE) GLAZING ------
ALUMINUM AND GLASS
-
ILLUMINATED BUILDING MOUNTED
i
OPEN
OPEN
• (PAINTED GRAY
CURTAIN WALL
E I F 6 (WHITE)
SIGN 50'. 91/7' x 5 2112. AREA
n
OPEN
--- ------ ----.------------------
OF SIGNAGE 1945Q FT
METAL COMPO SITE OPEN
PANELS (METALLIC
GRAY)
e
E.LF.S. (WHITE) -.
,..,....
,;.. -
a
T _
FFM
FH41
H441
ALUMINUM AND GLASS -
EI.F.S. (WHITE)
ALUMINUM AND GLASS -
EI.F.S. (WHITE) PAINTED ROLL
ALUMINUM &
GLASS
METAL LOUVER -
ALUMINUM & GLASS E.I. F. S. (WHITE)
GALVANIZED ROLL
OVERHEAD DOOR. TYP.
OVERHEAD DOOR. TYP.
UP DOOR
ROLL UP DOOR
(PAINTED WHITE)
ROLL UP DOOR
UP DOOR
BUILDING 1 (MAIN BUILDING)
- EAST ELEVATION
1
SCALE: 1116" = 1'-Q"
\\gensler.ad\projects\RevitUserModels\10380\Sewell
Grapevine - Site_10380.rvt
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJFREEWAY,
SUITE 1100
DALLAS TX 75240
Gen
Slr TEL21
214.273.11500 505
Issue-----�-----
p Issue Date j Issue Description
A 02/02/2015 CUP SUBMISSION
8 03/30/2015 CUP REVISIONS
C 04/09/2015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
.Case Number. CUi6-05
'Location: 1111 AND 1151 E. STATE HWY. 114 j
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or
ordinances.
Dept of Development Services
'
5�'<
Ted Kollaja r
#13842
04199/2015
BMW OF GRAPEVINE
Project Number
27.6704.090
Description
ELEVATIONS - MAIN BUILDING
Scale
1116„_1,-0„
AA00.81 9 OF 19
0 -15 Gensler 0 4 8 16 32 FT
DIAGONAL HATCHING INDICATES MASONRY MATERIAL /— BLACK FILL INDICATES NON -MASONRY
f— ALUMINUM AND GLASS CURTAIN WALL
WHITE INDICATES GLAZING/DOORS
i-- METAL COMPOSITE PANELS (METALLIC GRAY)
i
BUILDING 2 (CPO BUILDING) - SOUTH ELEVATION 1
SCALE: 1/8" =1'-0"
,— DIANGONAL HATCHING INDICATES MASONRY MATERIAL r--- WHITE INDICATES GLA2JNGDOORS
ELEVATION CALCULATIONS -CPO BUILDING
TOTALAREA OF ALL WALLS (EXCLUDING DOORS & WINDOWS)
TOTAL AREA OF MASONRYI MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
OF MASONRYI MASONRY EQUIVALENT
OF NON -MASONRY/ MASONRY EQUIVALENT
SOUTH ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS B WINDOWS)
TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
TO ORD.
Page • i .
REVEAL, TYP.
CMU (PAINTED
WHITE)
METAL GATE (PAINTED WHITE)
E.I.F.S. (WHITE)
--J M= EMM M=
--- ALUMINUMAND
GLASS STOREFRONT
BUILDING 2 (CPO BUILDING) - WEST ELEVATION 2
SCALE: 1/8" = 1'-0"
ELEVATION. CALCULATIONS -CPO BUILDING
WEST ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS)
TOTALAREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
6,619 SF
5,697 S.F
912 S.F
ME
311 S.F.
69 S.F.
242 S.F.
2,701 S.F.
2,707 S.F.
0 S.F.
SEWELL
TS4 : OF
GRAPEVINE
I:
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3850 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 _BJ FREEWAY,
SUITE 1100
DALLAS TX 75240
GenS p TELEPHONE: 214273.1505
Issue
# I Issue Date Issue Description
A 02/02/2015 CUP SUBMISSION —�
B 03/30/2015 CUP REVISIONS
C 0410 9T2015 'CUP REVISIONS _ J
Case Name: SEWELL VILLAGE BMW
Case Number: CU15-05
Locat on:1111 AND 1151E STATE HWY.114
Mayor Date
I
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or
ordinances. '.
Dept of Development Services
E.I.F.S. (WHITE)
#13842
04/0912015
nsa
E.I.F.S.
(WHITE)
REVEAL.
1 a,
Project Name
a--t�?-,'"ice`3'--*.
BMW OF GRAPEVINE
TYP.
^' s•V' ?`�_....:�0"w'
.F
BUILDING 2 (CPO BUILDING) - SOUTH ELEVATION 1
SCALE: 1/8" =1'-0"
,— DIANGONAL HATCHING INDICATES MASONRY MATERIAL r--- WHITE INDICATES GLA2JNGDOORS
ELEVATION CALCULATIONS -CPO BUILDING
TOTALAREA OF ALL WALLS (EXCLUDING DOORS & WINDOWS)
TOTAL AREA OF MASONRYI MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
OF MASONRYI MASONRY EQUIVALENT
OF NON -MASONRY/ MASONRY EQUIVALENT
SOUTH ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS B WINDOWS)
TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
TO ORD.
Page • i .
REVEAL, TYP.
CMU (PAINTED
WHITE)
METAL GATE (PAINTED WHITE)
E.I.F.S. (WHITE)
--J M= EMM M=
--- ALUMINUMAND
GLASS STOREFRONT
BUILDING 2 (CPO BUILDING) - WEST ELEVATION 2
SCALE: 1/8" = 1'-0"
ELEVATION. CALCULATIONS -CPO BUILDING
WEST ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS)
TOTALAREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
6,619 SF
5,697 S.F
912 S.F
ME
311 S.F.
69 S.F.
242 S.F.
2,701 S.F.
2,707 S.F.
0 S.F.
SEWELL
TS4 : OF
GRAPEVINE
I:
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3850 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 _BJ FREEWAY,
SUITE 1100
DALLAS TX 75240
GenS p TELEPHONE: 214273.1505
Issue
# I Issue Date Issue Description
A 02/02/2015 CUP SUBMISSION —�
B 03/30/2015 CUP REVISIONS
C 0410 9T2015 'CUP REVISIONS _ J
Case Name: SEWELL VILLAGE BMW
Case Number: CU15-05
Locat on:1111 AND 1151E STATE HWY.114
Mayor Date
I
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or
ordinances. '.
Dept of Development Services
Project Number
27.6704.000
-- Description
ELEVATIONS - CPO BUILDING
Scale
118„ = V4, _.
10 OF 19
e 2015 .ender 0 2 4 8 16 FT
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
Ted Kollaja
#13842
04/0912015
nsa
1 a,
Project Name
BMW OF GRAPEVINE
Project Number
27.6704.000
-- Description
ELEVATIONS - CPO BUILDING
Scale
118„ = V4, _.
10 OF 19
e 2015 .ender 0 2 4 8 16 FT
\\gensler.ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
E.I.F.S. (WHITE)
REVEAL, TVP.
STEEL COLUMN (WHITE)
E.LF... (WHITE) /— METAL COMPOSITE PANELS (METALLIC GRAY) /— E.LF.S. (WHITE)
GLAZING
BUILDING 2 (CPO BUILDING) - NORTH ELEVATION
SCALE:
DIAGONAL HATCHING INDICATES MASONRY MATERIAL
ALUMINUM AND —
GLASS CURTAIN WALL
EI,F.S. (WHITE)
REVEAL, TYP. —
BLACK FILL INDICATES NON -MASONRY MATERIAL
CMU
(PAIN ED
WHITE)
METALLOUVERS
(PAINTED WHITE)
WHITE INDICATES GLAZING/DOORS
E.LF.S. (WHITE) --- METAL COMPOSITE PANELS (METALLIC GRAY)
A
3 MOUNTED f-- EI.F.S. (WHITE)
. AREA OF
== DNS BUILDING
NORTH ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS)
TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
EXHIBIT � T0690 �01015-011
Page Id, • j 20
':. — GLAZING
BUILDING 2 (CPO BUILDING) - EAST ELEVATION 2
SCALE: 1/8" = 1'-0"
\\gensier,ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
ELEVATION CALCULATIONS -CPO BUILDING
EAST ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS)
TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
1,591 S.F.
1,344 S.F.
247 S.F.
2,016 S.F.
1,573 S.F.
443 S.F.
SEWELL
0 (BNM g1 R /(� Pj�-'-®� �F/j7� �� 7� i�
V1�L ,1 E ♦ 11 \E
1 111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJFREEWAY,
SUITE 1100
DALLAS TX 75240
1500 ® sl r TEL14.273. AX 214.273.1505
Issue
#Issu� Issue Description
A 02/02/2015 CUP SUBMISSION
B 03/30/2015 CUP REVISIONS
�C _ 04/09/2015 iCUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number: CU16-05
Location: 1111 AND 1151 E. STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
_—� Chairman — —-Date
Approval does not authorize any work in conflict vAth any codes or
ordinances.
Dept. of Development Services
N
Ted Kollaja
#13842 ,1 L
�x
04109015
Project Name
BMW OF GRAPEVINE
Project Number
276704.000 �-
Description
ELEVATIONS - CPO BUILDING
Scale
_. _.. ...
11 OF 19
e 2015 0-1- 0 2 4 8 16 FT
la-V
GLAZING
BUILDING 2 (CPO BUILDING) - NORTH ELEVATION
SCALE:
DIAGONAL HATCHING INDICATES MASONRY MATERIAL
ALUMINUM AND —
GLASS CURTAIN WALL
EI,F.S. (WHITE)
REVEAL, TYP. —
BLACK FILL INDICATES NON -MASONRY MATERIAL
CMU
(PAIN ED
WHITE)
METALLOUVERS
(PAINTED WHITE)
WHITE INDICATES GLAZING/DOORS
E.LF.S. (WHITE) --- METAL COMPOSITE PANELS (METALLIC GRAY)
A
3 MOUNTED f-- EI.F.S. (WHITE)
. AREA OF
== DNS BUILDING
NORTH ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS)
TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
EXHIBIT � T0690 �01015-011
Page Id, • j 20
':. — GLAZING
BUILDING 2 (CPO BUILDING) - EAST ELEVATION 2
SCALE: 1/8" = 1'-0"
\\gensier,ad\projects\RevitUserModels\10380\Sewell Grapevine - Site_10380.rvt
ELEVATION CALCULATIONS -CPO BUILDING
EAST ELEVATION
TOTAL AREA OF WALLS (EXCLUDING DOORS & WINDOWS)
TOTAL AREA OF MASONRY/ MASONRY EQUIVALENT
TOTAL AREA OF NON -MASONRY/ MASONRY EQUIVALENT
1,591 S.F.
1,344 S.F.
247 S.F.
2,016 S.F.
1,573 S.F.
443 S.F.
SEWELL
0 (BNM g1 R /(� Pj�-'-®� �F/j7� �� 7� i�
V1�L ,1 E ♦ 11 \E
1 111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LBJFREEWAY,
SUITE 1100
DALLAS TX 75240
1500 ® sl r TEL14.273. AX 214.273.1505
Issue
#Issu� Issue Description
A 02/02/2015 CUP SUBMISSION
B 03/30/2015 CUP REVISIONS
�C _ 04/09/2015 iCUP REVISIONS
Case Name: SEWELL VILLAGE BMW
Case Number: CU16-05
Location: 1111 AND 1151 E. STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
_—� Chairman — —-Date
Approval does not authorize any work in conflict vAth any codes or
ordinances.
Dept. of Development Services
N
Ted Kollaja
#13842 ,1 L
�x
04109015
Project Name
BMW OF GRAPEVINE
Project Number
276704.000 �-
Description
ELEVATIONS - CPO BUILDING
Scale
_. _.. ...
11 OF 19
e 2015 0-1- 0 2 4 8 16 FT
CMU SCREEN WALL (PAINTED GREY) METAL CANOPY
(PAINTED GREY)
METAL GATE (PAINTED GREY)
OPEN
BOLLARD (PAINTED GREY)
TRASH ENCLOSURE - SOUTH ELEVATION 1
SCALE: 3116" = V-0"
METAL CANOPY
TRASH ENCLOSURE - WEST ELEVATION 11
SCALE: 3116' = 1'-0"
METAL CANOPY
(PAINTED GREY)
OPEN
CMU SCREEN WALL (PAINTED GREY)
�4X1tiDFL00R 2azra# t4?s@S,F, I ',¢,�$#- I 703844#.
TOP RAIL
if�YFLOOR':� j 1 las# � uaias#:
LINE POST .....,. .. ,_ .. ,,_. y ........:..
FMTR FLOOR xd#f1Sb �.d1SS#
TOTAL 3i1FSF 1 i„1605#. I 778./TIBF 1QSR6.F i ',9.Y&F. s
CHAIN LINK MESH
BUILDING IS FULLY SPRINKLERED, INCLUDING PARKING GARAGE. # ISSiae Dale ISSLiO DeSCfiP110tt
GALV. HWY RAIL MOUNTED ON - -
INSIDE OF FENCE AT HT _
MATCHING EXISTING. B 03130/20 !CUP REVISIONS
C 04109(2015 CUP REVISIONS _
CONCRETE FOOTING. SLOPE FOR
DRAINAGE AROUND POST. EXHIBIT_.4 T0.12&0, 010
- Of
Page 1 of
-- AREA OF SIGNAGE
101 SO. FT.
'-B' DIAM. MIN.
CHAIN LINK FENCE ELEVATION O6
SCALE: 1/4” =1'-0"
STEEL PICKET
STEEL POST WITH CAP AT 8'-0"
D.C. NOMINAL
VERIFY WITH MANUFACTURER
STEEL RAIL. QTY = 3.
GALV. HWY RAIL MOUNTED ON
INSIDE OF FENCE AT 2'-0" TO
CENTERLINE. PAINT TO MATCH
FENCE.
CONCRETE FOOTING. SLOPE FOR
DRAINAGE AROUND POST.
FENCE FINISH TO BE BLACK, UX0. Ll l— L1-111-. 11 =sJJ1
FENCE DESIGN BASED ON 1 0"
AMERISTAR'S MONTAGE
COMMERCIAL CLASSIC.
DECORATIVE FENCE ELEVATION O7
SCALE: 1/4" = i'-0"
Case Name: SEWELL VILLAGE BMW
Case Number: CUIS-05
Location: 1111 AND 1151 E. STATE HWY. 114
i
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any vmrk in conflict v6th any codes or
ordinances.
Dept of Development Services
SeallSignature
"T jt ORGL(g4�� _
Ted Kollaja
#13842 a
041OK015 ;rE4 fi
GF
Project Name
BMW OF GRAPEVINE
Project Number
27.6704.000 - -
Description
DETAILS
Scale
As indicated
12 OF 19
TRASH ENCLOSURE - NORTH ELEVATION12 MONUMENT SIGN ELEVATION ®8 POST SIGN ELEVATION ®4 ®2303 Gensler
SCALE 3116" = V-0"
SCALE 1(4" = i'-0" SCALE: 1/4" = 1'-0"
\\genslecad\projects\RevitUserModels\10380\Sewell Grapevine -Site 10380.wt
PROJECT DATA TABLE FOR BLDG 2
PROJECT DATA TABLE FOR BLDG 1
-- --- - -- ----- -
ALLOWASLESU@DING AREA PER STORY BYOCCUPANCY
TYPE
_ �
A40Y7RBli'd4AEaF1Y'a1�7,aER$j8A}'gypANGPil1'S v
•__.PANCY 'B'OC u_CY
' , .r---
B�� OF
;— METAL CANOPY( GREY) OPEN
TABIAARPREA t.603 9,300 S.F. 4,000 S.F.
TP.aAR:Nffa TSSt $,m4S# 2XeG$9# 4$$OOS# roaP±$#
1
_..,d .. ..�,. �. ..�.... .._, ...�.„ _
rAaq
ag�;F'1GTM+r INeRFnaEso¢t€ ?4 T1s# .3iP,i2hEF 1
: Rt,$24s#: ', 6i
IiBaaF,
GRAPEGRAPEVINEMpDIFICATION
AREAINCREASE 503.1 05.3x5 S.F. (REF. NOTES BEL OY/1 33250 S,R IRFF.NOTESBELOINJ
$ j
TOfkt>4LS 3S,a?$5# A}RDS,C' b�,$�SS t 'i39,$9iW#'�
itlTALAILONA3LE 0,1233#.
aalsXa.RaxwAexa ! dCmar
1111 East State Highway 114
Bu3A�HeletN eNAevx CMPW -me.
Type 28l�eiyl Alkwe3b X69ht-38knex
-.. -_ _..-. ,.....�..-.. «........�..,�
T�
1151 East State Highway 114
�
ANrwaOk 0b0p3FiMvease bd2123 cer508-t]
T «-•'-•-�^d,.�1;.al=SRS,-+4%,+.„,...»..„„-,.,..:.,.--E
�" °°' Aa eNe
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FezBl3mnase7 A9wreernareX -s res
AAox-aEk Tee O]O SF
»—•-.-_._..�..._�....�r__.._At�0�41M�,i�'�-�?p���t..>k.�.�}.....,.-,.....__..^-......._,
Grapevine, Texas
-
-L ndeemN109.2W 508.1
..Nva Nod i Irl. Ate Mi Nx4
.'An3le�awl A`rnsNxMgdd-::;YIIdOHdi
SOsneu 1x9250 000*?9000 ) OWxx-
SEWELL AUTOMOTIVE COMPANIES
\—
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TELEPHONE: 214.273.1500
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SCALE: 3116" =1'A" �JFAST
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CMU SCREEN WALL (PAINTED GREY) METAL CANOPY
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METAL GATE (PAINTED GREY)
OPEN
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TRASH ENCLOSURE - SOUTH ELEVATION 1
SCALE: 3116" = V-0"
METAL CANOPY
TRASH ENCLOSURE - WEST ELEVATION 11
SCALE: 3116' = 1'-0"
METAL CANOPY
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GALV. HWY RAIL MOUNTED ON - -
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C 04109(2015 CUP REVISIONS _
CONCRETE FOOTING. SLOPE FOR
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Page 1 of
-- AREA OF SIGNAGE
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SCALE: 1/4” =1'-0"
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VERIFY WITH MANUFACTURER
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GALV. HWY RAIL MOUNTED ON
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CONCRETE FOOTING. SLOPE FOR
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FENCE FINISH TO BE BLACK, UX0. Ll l— L1-111-. 11 =sJJ1
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COMMERCIAL CLASSIC.
DECORATIVE FENCE ELEVATION O7
SCALE: 1/4" = i'-0"
Case Name: SEWELL VILLAGE BMW
Case Number: CUIS-05
Location: 1111 AND 1151 E. STATE HWY. 114
i
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any vmrk in conflict v6th any codes or
ordinances.
Dept of Development Services
SeallSignature
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Ted Kollaja
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041OK015 ;rE4 fi
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Project Name
BMW OF GRAPEVINE
Project Number
27.6704.000 - -
Description
DETAILS
Scale
As indicated
12 OF 19
TRASH ENCLOSURE - NORTH ELEVATION12 MONUMENT SIGN ELEVATION ®8 POST SIGN ELEVATION ®4 ®2303 Gensler
SCALE 3116" = V-0"
SCALE 1(4" = i'-0" SCALE: 1/4" = 1'-0"
\\genslecad\projects\RevitUserModels\10380\Sewell Grapevine -Site 10380.wt
SYMBOL
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1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE
COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LEU FREEWAY,
SUITE 1100
DALLAS TX 75240
TEL'214.273.1500
Gensler FAX: 214.273.1505
[issue
. I
Issue Date Issue Description
C''M21"M SUBMISSION
S N
5 1 2NI611 ------------
Case Name: SEWELL VILLAGE BMW
Case Number: CU15-05
Location: 1111 AND 1161 E. STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or
ordinances.
Dept. of Development Services
I SeallSignature
I Project Name
BMW OF
GRAPEVINE
Project Number
27.6704.000
Description
CONDITIONAL USE PLANTING PLAN
Scale
1"=50* -O"
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1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE
COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
5420 LEU FREEWAY,
SUITE 1100
DALLAS TX 75240
TEL'214.273.1500
Gensler FAX: 214.273.1505
[issue
. I
Issue Date Issue Description
C''M21"M SUBMISSION
S N
5 1 2NI611 ------------
Case Name: SEWELL VILLAGE BMW
Case Number: CU15-05
Location: 1111 AND 1161 E. STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or
ordinances.
Dept. of Development Services
I SeallSignature
I Project Name
BMW OF
GRAPEVINE
Project Number
27.6704.000
Description
CONDITIONAL USE PLANTING PLAN
Scale
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OF CURB ELEVATION
y
NOTE:
Secretary Date
- GUTTER ELEVATION
PLANNING AND ZONING COMMISSION
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599.60
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BURY
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SEWELL
BMW i ♦ ®1
GRAPEVINE
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE t00
DALLAS, TEXAS 75220
5420 LBJ FREEWAY,
LEGENDTOP
SUITE 1100
Location: 1111 AND 1151 E. STATE HWY. 114
OF CURB ELEVATION
Mayor Date
NOTE:
Secretary Date
- GUTTER ELEVATION
PLANNING AND ZONING COMMISSION
LANDSCAPE GRADE
599.60
-FINISHED GRADE ELEVATION
BURY
SHALL NOT EXCEED A 3.1
TBPE#F-IN8 TBPLS#F-10107502
SLOPE
-..
• CONTRACTOR SHALL
-
- EXISTING TOP OF CURB ELEVATION
- EXrsTING GNTTER ELEVATION
MATCH EXISTING GRADES
-
- ExISTING GRADE ELEVATION
AT ALL SAWCUT LIMITS.
695
-PROPOSED CONTOUR
'
----'---
- EXISnNG CONTOUR
SEWELL
BMW i ♦ ®1
GRAPEVINE
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE t00
DALLAS, TEXAS 75220
Issue
# Issue Date Issue Description J
C 02/02/2015 CUP SUBMISSION
03(30/2015 ;CUP REVISIONS j
Case Name: SEWELL VILLAGE BMW
5420 LBJ FREEWAY,
Case Number. CU15-05
SUITE 1100
Location: 1111 AND 1151 E. STATE HWY. 114
DALLAS TX 15240
Mayor Date
TELEPHONE:
Secretary Date
2127Gensler AX43.105
PLANNING AND ZONING COMMISSION
5310 Harvest HAI Road, Suite 100
Chairman Date
Dalian, Texas 75230
BURY
Te1. 1972) 991-0011 Fa (972) 991-0278
TBPE#F-IN8 TBPLS#F-10107502
Copyright 0 2015
Issue
# Issue Date Issue Description J
C 02/02/2015 CUP SUBMISSION
03(30/2015 ;CUP REVISIONS j
Case Name: SEWELL VILLAGE BMW
Case Number. CU15-05
Location: 1111 AND 1151 E. STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
Chairman Date
Approval does not authorize any work in conflict with any codes or �1
ordinances.
Dept. of Development Services
Seal/Signature
�1lllll
�J
..... .._....
JOSHUA A.MILLSAP.�
� 100118 -.
rS
Project Name
BMW OF GRAPEVINE
Project Number
R0101426-30037
Description
GRADING PLAN
Scale
1"=40'
-01.06 14 OF 19
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1111 East State Highway 114
1151 East State Highway 114
597
1, 40 6 io Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
A, H t 111
3860 W. NORTHWEST HIGHWAY
:=J
SUITE 100
DALLAS, TEXAS 75220
GENERAL NOTES -
B
5420 UU FREEWAY,
EROSION CONTROL
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...... ....
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SUITE 1100
n
DALLAS TX 11241
u IIS I GENERAL CONSTRUCTION NOTES: REFER TO
TELEPHONE 214 2731500
9— 0 E, �J SHEET 1-C1.02 'GENERAL CONSTRUCTADN
Gensler
NOTES, LEGEND AND ABBREVIATIONS' FOR THE FAX: 214.273.1505
T
GENERAL CONSTRUCTION NOTES FOR THE
PROJECT.
LU 5310 H—tHMIR11d, Slit, 100
Z SVIP3 COMPILIANCE. THE CONTRACTOR
SHALES BE REWIRED TO COMPLY WITH THE DAN , T- 75230
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CONDITIONS OF THE STORM WATER POLLUTION BURY TFIRE IN F-1048 TTIPILS F-10107502
BA
PREVENTION PLAN (SWP3) WHILE CONDUCING C.pytightED2015
HIS ACTIVITIES ON THIS PROJECT. IN AODIIION
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............ i_
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TO
SIAR INCLUDES
.......... . ... . ....... ........
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ES CONFORMANCE TO CERTAIN
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in CPOl� RE SW3 PLANS ANDE # Issue Description
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FOR THE SOLE BENEFIT OF THE -----
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1 ,
6�
I < EXPAND, SUBMIT AND MONITOR A FULL
COMPREHENSIVE SWP3 BEYOND MAT IS HEREIN_
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3. BMF INSTALLA ON: PRIOR T
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COMMENCING GRADING OPERATIONS, THE
F�7
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I T T I
CONTRACTOR SHALL IN TALL ALL SW
V! MEASURES AND DEVICES AS INDICATED ON THS
DEN
S
EROSION & SEDIMENT DO TROL PLAN. ALL
IF
SWP3 MEASURES AND VICES SHALL BE IN
s IN
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¢ InACCORDANCE WITH SPECIFICATIONS AD
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wu`_ 8 f COUNCIL OF GOVERNMENTS CONSTRUCTION
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Case Name: SEWELL VILLAGE BMW
MANUAL, OR AS MODIFIED BY THE CONTRACT
DOCUMENTS.
NEW CAR FACILITY ,'� -05
IP
J Case Number: Cuts
00 71
EXISTING 4. MEANING, I AND MAINTENANCE
DEALERSHIP THECONTRACTOR SHALL REFER CONSTRUCTION 71 < Z ; \ TWPN3
FOR SEQUENCING OF 0
INSTALLATION OF NEW EROSION CONTROL
DEVICES AND CLEANING, REPAIR AND
C CONTROL ON
MAINTENANCE OF EXISTING EROSION C
Mayor Date
DEVICES. THE CONTRACTOR SHALL REVISE
�5 j7gggj"� -3
M/
RELOCATE AND/OR ADD DEVICES TO REFLECT I
I ACTUAL SITE CONDITIONS AND TO
ACCOMMODATE LOCATIONS FOR CONSTRUCTION
FUELING
MAILER AREAS, STORAGE AREAS,
AREAS, TOILETS, TRASH RECEPTACLES NO
WASHOUT AREA , ANY ACCIDENTAL RELEASE
......... . ..........
OF BE WENT OR POLLUTANTS FROM THE SITE
Secretary Date
F, 7
AHA
LL SIT LL BE CLEANED BY THE CONTRACTOR.
PLANNING AND ZONING COMMISSION
ENTRY/COT LOCATIONS. SFE ENTRY
5AND SEXIT LOCATIONS SHALL BE MAINTAINED BY
C11 I
THE CONTRACTOR IN A CONDITION THAT WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC ROADWAYS. ALL --- -- - --------------
SEDIMENT
SPILLED, DROPPED, WASHED OR TRACKED ONTO ChalTman
P Date
------- I UEUC ROADWAYS MUST BE REMOVED
IMMEDIATELY. MEN WASHING OF VEHICLES IS
REQUIRED TO REMOVE SEDIMENT PRIOR TO
I Approval does not authorize any work in
ENTRANCE TO A PUBLIC ROADWAY, IT SHALL
T, I ordinances.
.: '' \-�—� '� ,-' ��'/ -„ s- , ,
L
3 DONE ON AN AREA STABILIZED W conflict with any codes or
CRUSHED STONE WHICH DRAINS INTO AN Dept. of Development Services
APPROVED SEDIMENT BASIN, ALL OF' ES
N
IMPOSE FOR TRACKING ONTO PUBLIC ROADS
SHALL BE PAID BY THE CONTRACTOR.
SeallSignature
6 PROTECTION OF ADJACENT PROPERTY.
CONTRACTOR SHALL ASSUME FULL LIABILITY
N, FOR DAMAGE TO ADJACENT PROPERTIES
AND/OR PUBLIC RIGEI RESULTING
_4�ti� OF TEAS #7171
_VY FROM FAILURE TO FULLY IMPLEMENT AND
E ECUTE ALL EROSION CONTROL METHODS A 0
PROCEDURES SHOWN AND NOTED IN THE PLANS 4_ -
AND SWE].
JOSHUA ILLSAP Z/
CAUTION!!
7. RE-VEGIETATON: AT THE COMPLETION OF
PAVING AND FINAL GRADING OPERATIONS, ALL
ISCO CONTACT TEXAS CNE -CALL
-800-245-4545) OR OTHER UTILITY
CONTRACTOR I
In DISTURBED AREAS SHALL BE VEGETATED IN
SYSTEM (I
CONSTRUCTION ACTIVITIES. BURY, INC IS NOT ARCHITECTS' PLANS. IN AREAS NOT COVERED
LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO ACCORDANCE WITH THE LANDSCAPE
RESPONSIBLE FOR KNOWING ALL EXIS NO UTILITIES By LANDSCAPE PLAN, THE CONTRACTOR SHALL Project Name
EXACT
PRONECT AREA NOR FOR DEPICTING THE PROVIDE HYDROM ULCH SEEDING AND/OR BMW OF GRAPEVINE
EXACT LOCATIONS OF UITLITIES ON THESE SODDING FOR ALL DISTURBED AREAS (NOT
PDRAWINGS.
DESIGNATED 70 BE PAWS) IN ACCORD ROL
LT PENCE WT� ALL GOVERNING AUTHORITIES'
- ---- SPECIFICATIONS Project Number
B. BM REMOVAL, THE CONTRACTOR SHALL 80101426-30037
T
M
LEGEND RE OVE AND DISPOSE OF ALL SLOWER
VEGETATION
AND INLET PROTECTION AFTER
EXHIBIT )I Togp.2 V GETATION HAS BEEN COMPLETED AND ALL
loll— =IF M 1ILT PENCE
AREAS OF THE SITE HAVE BEEN STABILIZED Description
AND ACCEPTED BY THE GOVERNING EROSION & SEDIMENTATION
STRAW EROSION CONTROL LOG AUTHORITIES AND THE DEVELOPER,
CONTROL PLAN
Page —.14P Of OQ0
Scale
FINISHED SLOPE
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i
; S15Tw (1-800-24s-4545) OR OTHER UnuTY
LOCATNG SERNCES AT LEASE 46 MWRS PRIOR TO
CONSTRUCTION ADMIRES. BURY, ING. IS NOT
RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES
IN THE PROJECT AREA NOR FOR DEPICTING THE
E7UCT LOCATOtIS OF UI_,._ ON THESE
DRANINGS
r
DALLAS TX 75240
Gensler
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2 PROTECTION OF UnMTTES THE CONTRACTOR SHALL MAKE
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if 70'
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6EgN 21' RCP
CONNECT TO ROOF DRAIN
ECT T OO DRAIN
EJiT ^A 2
Dept. of Develo ment Services
P
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STA 0+07.07 UT 'A
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FL pp
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CdITINUATION
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591.07
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SERVICE AREA
STA 1+18.95 ST4 UT A-2'
-
....: STA 0+30.58 UTA 22
B D ��
FFF 899 75
Seall$i9nature
ST A 0+20.08 UT
FL = 596.00'r
STA. J+4422 STA UT'A-4' ¢ i Q p
_.__
___ _
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5' CURB INLET ', / - �b r �`
21' fi. x59/.94 :' :,
STA. 1+20.18 STM
STA. 0+00.00 UT 'A-4.1'
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NNC RORNN
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STA 5+51.78 STM
UT 'A-3'
_
STA, 2+89.60 STM 'A-4'^ / =
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21 FL 92
OOH YGNpj06 NYNY
E'1"U
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....._.
_.__..._ '
ite)12' WYE CONNECTION
\ 12' R. =59246
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jj
I
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ASS ' A CONTINUATION
=59
•_ ,a,_
9V`:?..
11_!' J ?
{+1 4
�2 K .i-
"ONCRET MPAVEMENT
i
; S15Tw (1-800-24s-4545) OR OTHER UnuTY
LOCATNG SERNCES AT LEASE 46 MWRS PRIOR TO
CONSTRUCTION ADMIRES. BURY, ING. IS NOT
RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES
IN THE PROJECT AREA NOR FOR DEPICTING THE
E7UCT LOCATOtIS OF UI_,._ ON THESE
DRANINGS
r
DALLAS TX 75240
Gensler
TELEPHONE: 214.273.1500
A 1+27.51t STM UT
NNECT TO LANDSCAPE DRNT.N tl A�$SY
=N f
5310 Harvel[ HII Road, SIR, 100
AN FOR SCAPE HARDS
AN LMDSCAPNUATIOSCAPE
$
TGTC '' } '
LINE B (PRIVATE) �. „
GENERAL NOTES -STORM DRAIN
_59450
1
':1 "•-.._r
Coppight C 2015
0
1 NO REFER TO SHEET
C•ENERN. CONSTRUCTION TES.` R 2
'GENERAL
1
r-----
INSTALL s LF
PVC PIPE FOR LANDSCAPE
S" FOR
CONSTRUCTION NOTES, LEGEND AND MBREMAnONS' FOR
THE GENERAL CONSTRUCTION NOTES FOR THE PROJECT.
STA 0+00.00 STM UT 'B-1 12 3 r -
y c=
STA 0+00.00 STN LINE '8'
CONN f 1T0 E1L 21' �i0.�
2 PROTECTION OF UnMTTES THE CONTRACTOR SHALL MAKE
`
CONNECT t0 70' CURB INLET
y - .y
..9F
.: :,; €
t NECESSARY PROM90NS FOR THE SUPPORT AND PROTECTION OF ALL
DRAINAGE (REF. LMDscAPE/
STA
if 70'
0+18.88 STN LINE B
CURB INLET `�
UTILITY POLES, FENCES, TREES, SHRUBS, GAS MAINS, TEL
CABLES ELECTRIC CABLES DRAINAGE PIPES UTILITY SERVICES AND
-- T- 8 ALL OTHERUTILITIES AND STRUCTURES BOTH ABOVE AND BELOW THE
N-� n - 21 v 5=5� GROUND
STA 1+91.14 STM UT 'A-2'= .:. :. STA 0+33.97 UT 'A-23' �D T
STA G+00.00 LATA -23' _ Y z 2' GRATE INLET -- 1 '"� i
STA. Ot-55.59 LAT 'A-3.4.1'- 30'%18' 45' WYE CONNECTION RIN m59 7 - I£ I' .. ✓, 3. PUBLIC STORM DRAIN PIPE UNLESS OTHERWISE NOTED ON THE
.' } DRAWINGS, ALL PIPE FOR PUBLIC STORM DRAIN IMPROVEMENTS SHALL
E REINFORCED CONCRETE PIP CLASS III
_. ✓ i 12"z7Y 45- WYE CgJNECnON ;'. sc: a-, `. .' .- I ST 042 .7 - � , _.. �: � � r, E (RCP).
-593.07-A-2'-_t--_
B
A 8 9 UT A 24 I
_>•W - I ...... '. 12• fl = 2+26.12 STN UT 'A-2'= 8• ' B _0' \ - 4, PRIVATE STORM W2NN PIPE UNLESS OTHERWISE NOTED ON THE
STA 0+00 UT A -24 ,_j x t DRAWINGS, ALL PIPE FOR PRIVATE STORM DRAIN IMPROVEMENTS SHALL
ST 0+50.27 UT A
- - .-. - 30'X8' 45' WYE CONNECTION ! - f'
r �'- 5+47.73 STM UTA 3 I �2NEM� PUNRAIN i- I "° ` 8E AS FOLLOWS:
0000j STA 0+65.41 UT A-3.41 -M7-79 ( rP -
-_ 4' 45' BEND , .... END /8' RCP , JO" FL -1. Y'' f 1
00 I noN
o: j ao a BEGIN 8' PVC STA 2+90.72 STM UT'A-2'- ! '.? 9 5 _ L J t� GREATER THAN 36': REINFORCED CONCRETE PIPE (RCP), CLASS III
w x 5+56.68 STM UTA 3' 12' FL -597.17 NU
wp3' w4 24• STA 0+00.00 UT'A-25' _ -' TIC- 15' THROUGH 36': REINFORCED CONCRETE PIPE (RCP), CLASS III OR
C
I _. a 30'](10" 45' WYE CONNEcTE (_ : �.. L iv' � �\ ` it I N POLYETHYLENE PIPE (HDPE), N-12
o y 30' - 9 I - i STA 2+92.88 STN UT 'A-2'= i _ \i HIGH DENSITY TY
5+65.71 STM UT 'A-3' ).. 0 i "'<..y-0+91 -. ---
' STA S' 45'OYE A 26' 1,.}. 4' THROUGH t2': POLYVINYL CHLORIDE PIPE PVC SDR - 35, OR
3' z 3' C12Aff INLET .. Oo `. - / (PVC),
STA 0+90.52 EAT 'A 341 30'X18' 45' WYE CONNECTION "f- \ / ", 1
RIM ELEV.=599.0 -,: d' HIGH DENSITY POLYETHYLENE PIPE (HOPE), N-12
CONNECT TO ROOF DRNN STA. 0+80.26 UT -�- / ( )
24' FL = 5l21 I I O � / s
--... (REF. NEP PUN FCR CONNECT TO ROOF DRNN / / j
EXISTING 7 ca+nnuAnoN R F (REF. MEP PLAN FOR 5. RCP JOINT SENNET: REINFORCED CONCRETE PIPE JOINTS SHALL
„ 1 """' 8' 9 5 = 500.i Cg4nNUATIW --} /� BE SEALED WITH RAMNECK OR APPROVED
IT i EQUAL.
DEALERSHIP -- ! to = 5 I srA o+24.is ur'�-2s %�
5' CURB INLET V `!_ - -- y ? a 6. GROUTING: ALL PIPE ENTERING PUBLIC STORM DRAIN
STA 0+26.14 LAT 'A-25 / - `/ STRUCTURES SHALL BE GROUTED TO ASSURE WATERTIGHT
'' --- - STA 0+59.99 LATA -3.4.2' 1 - BEND
CONNECT TO ROOF DRAINCONNECTIONS.'A 2N - I ? �8- / / / % CONNECTIONS.
yy I o STA 3+94.60 STM
I i ,
(REF. �nN EP ON PLAN FOR STA 3+78.84 STM UT 'A-2'=
STA 0+00.00 UT -A-2Y RIN ya �' Lb y` m 7. CONCRETE COLLARS CONCRETE COLLARS SHALL BE INSTALLED
Y ®593.5 30•X8" 45' W CONNECTION r ttl uwttEA50aKf� / �``� 3 AT ALL CHANGES IN CONDUIT SIZE AND AT ALL JOINTS THAT ARE
' 7 I PULLED IN EXCESS OF THAT RECOMMENDED BY THE CONDUIT
MANUFACTURER.
PAV {N STA. 0+74.75 UT 'A-44'
' `" • , _- II ,` CONNECT TO ROOF DRNN STA 0+59.53 UT A-27'
' S. ROOF DR N5:
r` CONNECT TO ft00F DRNNEll " L'^' „ N THE CONTRACTOR SHALL COORDINATE THE EXACT
(REF. MEP PLAN FOR LOCATION OF ROOF DRAIN LATERALS WITH BUILDING PLANS FOR
STA 0+71.86 UT 'A-4.4' !' : , Cc TINUAII i' (REF. MEP PUN FOR (
k =593.5 CdITNUATION -- `. . / / ✓//�z..:, y, DOWNSPOUT CONNECTIONS. END AND CAP ROOF DRAIN LATERALS FIVE
e' _ -1 /�L (5) FEET FROM BUILDING AT 12" BELOW FINISH GRADE FOR
- /
CONNECTION OF DOWNSPOUTS.
STA 0+58.37 UT'A-4.4 "' STA. 0+23.67 +.�'.-
,;,,, r ` -J 9. ADJUSTMENT OF STRUCTURES. ALL STORM DRAIN STRUCTURES
1 r # 0 15 STA 4+50.92 STM AT
INCLUDING MANHOLES, INLETS AND CLEANOUTS MUST E ADJUSTED TO
STA 0+00.00 STN UT A 4 , ' 2
/ B
'• '� /30'X21'45' WYE
CONN
/ \f PROPER UNE AND GRADE BY THE CONTRACTOR PRIOR TO, AND AFTER,
- , ONN LAN NN r I / - PLACEMENT OF PAVING AND GRASSING,
SEWELL
BMW ®_,L
GRAPEVINE
1111 East State Highway 114
1151 East State Highway 114
Grapevine, Texas
SEWELL AUTOMOTIVE COMPANIES
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
ISSMe _______ ._
# Issue Date Issue Description l
C 02102/2015 TCUP SUBMISSION
_+03/30/2015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
'!Case Number: CU15-05
Location: 1111 AND 1151 E. STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
5420 LBJ FREEWAY,
),... `X
SUITE 1100
DALLAS TX 75240
Gensler
TELEPHONE: 214.273.1500
FAX: 214.273.1505
------- --------
5310 Harvel[ HII Road, SIR, 100
•0'P
Dallas Texas 75230
BURY
T.I. 972 991-0011 Fax 972 991-0278
( )
TBPE # F-1048 TBPLS # F-10107502
-`� '�:.,
Coppight C 2015
ISSMe _______ ._
# Issue Date Issue Description l
C 02102/2015 TCUP SUBMISSION
_+03/30/2015 CUP REVISIONS
Case Name: SEWELL VILLAGE BMW
'!Case Number: CU15-05
Location: 1111 AND 1151 E. STATE HWY. 114
Mayor Date
Secretary Date
PLANNING AND ZONING COMMISSION
ti
),... `X
TO A SD AS NECESSARY..___._..
------- --------
•0'P
I I\.
-- (RET. TO LANDSCAPE/
HARDCAPE PLAN
STA 0+14.88 ,
�'
-`� '�:.,
•P d'
Chairman Date
1
r-----
INSTALL s LF
PVC PIPE FOR LANDSCAPE
^..'1LJ \
"A^4" I • STA 4+54.92 STM
• �•:
I� ^-- _= -- <----
DRAINAGE (REF. LMDscAPE/
LAT PRIVATE
( ) '' EN P 7; 3o snA
'' ,e
-,
.Approval does not authorize any work in conflict with any codes or
I
1„�nP STA 0+00.00 UT 'A-
-
HARDSCAPE PUNS FOR
�-
J
\ /�i 'L BJ.27' R=20000
GOA
ordinances.
CONN CT TO B IN
CON TNUAnON
��/_
� , • 0
..
Dept. of Develo ment Services
P
I "
STA 0+07.07 UT 'A
Gi1F
GRATE
RIM EIPV.=599.0
-
'A-4.3•
Seall$i9nature
ST A 0+20.08 UT
FL = 596.00'r
STA. J+4422 STA UT'A-4' ¢ i Q p
___ _
5' CURB INLET ', / - �b r �`
21' fi. x59/.94 :' :,
STA. 1+20.18 STM
STA. 0+00.00 UT 'A-4.1'
J
SE0 P{ Ao,AI
-. O NL
/+yE �F•rFXTLtt
GIP::' •. Ay, 77!
_
STA, 2+89.60 STM 'A-4'^ / =
21 X18 45' WYE CONNECTION
21 FL 92
OOH YGNpj06 NYNY
E'1"U
Y, '•. A 7
UT /
STA 0+00.00
=589
5•(O
O
MILLSAP.f
UT'A 43'
21'X18.
'/ , ,
7.JOSHUA A,
60' WYE CONNECTION
I 21 FL 591.45
` s
p5E
✓ / STA 2+06.33 STM UT 'A-4 L
r
IrtY+o • 1001 E4 +-
Y /
STA, 0+00.00 UT A 4.2'
CONNECTION
• `
ttij AS GNAT EN ""
llt ..� 3135
STA. 2+M.97 STM UT A
" 1" 45 8EN0 ;;
^'
-A
18' FL =590.82
0.8
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-
j
EXHIBIT T >L4 Y
YYa
Project Name
.... ... .._.. �: ,£
STA 0+07.07 UT -
A 42
2'
2 x 2' GRATE IN
RIM ELEV=5990
s•
,;..- •" -
Page
BMW OF GRAPEVINE
18'. FL = 5950
of _jgL
'. •, -"
Project Number
R0101426-30037
Description
•
STORM SEWER PLAN '. o
s
'Scale'
1_C1.10 16 OF 19
INST. NO D210099132
WOOD FENCc EWE LL
.90
W ioslawey
.. ...... . ..... .. ....... BMW OF
�T'ti_YSERF - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - I - .... .
""T - - - - - - - - - - - - - - - - - - - �F - - - - - - -
'A
STA. 0+00.0 SS
CONSTRUCT 0 MANHOLE GRAPEVINE
6' ED 585,69
RIM DL
59400 N"OLE - - -
5
12' FL 5 45
1Q i 1l 11 East State Highway 114
1151 East State Highway 114
ADAI TO 40 6 10 4 do Grapevine, Texas
. S INSTALL
MATO PROP. CON ACTOR SHALL VERIFY THE 4V
1-8'X3' TAPPING SLEEVE
I CONDITION OF EXISTING E PRIOR LD
VALVE
r UNE SMALL BE TO CONSTRUCTION. GENERAL NOTES - UTILITIES
I-r DOMESTIC WATER 4
R OVED AND REPLACED AS SEWELL AUTOMOTIVE COMPANIES
INSTALL' M NECESSARY.
I-rxs, TEE 90' BEND INSTALL INSTALL' t. C RON NOTES: REFER TO SHEET I-01.02 3860 W. NORTHWEST HIGHWAY
1 !9 6. COMSTRUCTROAN" CONSTRUCTION
LEGEND AND ABBREVIATIONS' FOR THE GENERAL SUITE 100
2-8" VALVES I OW TAPPING SLEEVE W
1-6' VALVE BYPASS -8*XG* TEE
I CONSTRUCTION NOTES FOR THE PROJECT.
+ DALLAS, TEXAS 7522D
INS
I %U
INSTALL S. 1 2 IRNGA71ON METER 'Ie TEE 9' VALVE
2. INSPECTION AND TESIING-. THE CONTRACTOR SHALL COORDINATE
2-8' 45' BENDS A ow PREVENTER 1-W 588.77 1-6" VALVE D TI
VALVEASSE �TNOSPEACTION AND TESTING WITH THE APPROPRIATE GOVERNING AUTHORITIES PRIOR
............ -1' 1-6- VALVE FL
PROP. WSS - BLY S 7 IN BACKFILLING
; 5420 LBJ FREEWAY,
5134.93 TRENCHES FOR ALL UTIIJTIES-
u
UE--- uc M ur
Ap,u 8"WI _P_ON THE CONTRACTORSHALL BE RESPONSIBLE FOR SUITE 1100
STA. 1+39.70 SS LINE '+'C' /0ETAINTOOM ACTION TO A MINIMUM OF 95% STANDARD PROCTOR IN AREAS DALLAS TX 75240
CC HBK�, EXCAVATED AT THE
-"Do- — — — TSZ BUILDING
AND FUTURE PAVEMENT AND Al AREAS
CONSTRUCT 6' NSTALL BENDS B TELEPHONE: 214,273.1500
DS 0 C FOOTINGS FOR UTILITY SERVICE ENTRIES. TRENCHES WHICH UE
OUTSIDE THESE Gensler FAX: 2 4.273. 505
W/ QEANOV AREAS SHALL BE COMPACTED TO A MINIMUM OF 90% STANDARD
2 - — — — — — �:Jj Z PROCTOR
6' ED 587J 1 0
CONNECT TO EASTING
4'IS
STA. 1+53.63 SS LINE 'A' S13 STA. G+DOLGO SS LINE 'B` 4. CONFLOM THE CONTRACTOR SHALL COORDINATE 5310 H1 Hill R,ad, Suite 100
B" WATER SERVICE X INSTALLATION BE
CONSTRUCT SID 4! DIA. UJI R S� UT1UnES IN SUCH A MANNER AS TO AVOID CONFLICTS AND TO ASSURE PROPER
INSTALIL, CONSTRUCT 6* WYE INSTALL'
W1 OUT ANNOIBE 1-12:XB- TEE
DROP M
1�-:S'Xg" TEE DEPTHS ARE ACHIEVED. IN THE EVENT OF A CONFLICT BETWEEN WATER LINES Texas
.... 0
8.
VALVE 587.2a S* ED - 583.1u) ANO STORM GRAIN OR SANITARY SEWER PPING, THE CONTRACTOR SHALL T.L(972)99I00I1F..(972)991027B
8 GREASE INS r ED - 591.50 VALW ADJUST THE WATER LINE DOWNWARDS IN SUCH A MANNER SO THAT THE PIPE BURY
v TBPE It F10,18 TBP1US It F-10107502
REFER TO I-8*X2" TAPPINGAS MANUFACTURER'S RECOMMENDATIONS ON THE PIPE DEFLECTION AND JOINT
SLEEVE [11 -11 A - Copyright 02015
CONSTRUCT 4' WYE iTRE11 ARE NIT EXCEEDED.
METER W/ BACKFLOW AND
S7 W1 CLEANOUT THE CONTRACTOR SHALL VERIFY THE
CONNECTION TO DUSTING UTILITIES.
SIZE,
6' F] BYPASS LOCATED IN 4/FL - 592.38 E
(REFI CONFGURAIQN, AND ANGULATION OF EXISTING WATER,
ss'�
ill TO . P ZS
SIX SS UNE 'Er TT""SEWER ELEVATION UTILITY LINES PRIOR TO CONSTRUCTION OF TIE-INI
.T FOR SANITARY SEWER STA, 0.29.9
MATERIALS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS TO ------- -
�zn
CONTINUATION) CONSTRUCT le WYE N I ----I
EXISTING FACILITIES DAMAGED BY HIS ACTIVITIES W/ CLEANOUT ISSUI
GHI CPO e ED - 592.75 & WATER METERS: THE CONTRACTOR SHALL ACQUIRE BOTH DOMESTIC AND L # R Issue Cat Description
Date Issue
(REFER TO MEP P TERS FROM THE GOVERNING AUTHO ITY. THE NTR TCIR 1.LL
FEE - 59S.75 SEVER
ER I BLOCK I 1,Y IIIURY FI-EIT
P Do A,
IRRI.ATICIN ME
CONNECTING
ED' SANITARY SE -ON ADDITION cAeORT R T�C B RESPONSIBLE FOR HAVING METERS INSTALLED IN BOXES AND
CON A, SLIDE 4792 PUBLIC TO PRIVATE WATER LINES.
C 02/02/2015 ICUP SUBMISSION
Y D 03/30/2015 LICYP REVISIONS
P.R.T.C.T.
i4
7, PIPE 1; TOP OF ALL WATER LINES SHALL BE INSTALLED WITH A
M COVER
V-1
a. HORZ TAIL BLOCKING'. HORIZONTAL BLOCKING FOR WATER LINES HAS
IN
(REFER TO MEP PLANS) E\ I8 EN OMITTED FOR CI-ARITY, HOWEVER, BLOCKING SHALL BE CONSTRUCTED
PROP' GREASE TRAP LOT 2R, BLOCK I U
_- 2- �_ _ — I I ACCORDANCE WITH THE GOVERNING A THORETES 'STANDARD DETAILS,
I(REFER TO MEP PLANS)l
INSTRUCTED
WALLOON ADDITION a. THRUST BLOCKING THRUST BLOCKING SHALL BE CC N PXHIBI TO aq,15-0 i
CABINET A, SLIDE 9232 N-V GAS
c�tnzozACCORDANCE WITH THE GOVERNING AUTHORITIES' STANDARD DETAILS DO NOT
D.R.T.C.T.
P-R.T.C.T. E
COVER BELLS OR FLANGES WITH CONCRETE. THE CONTRACTOR SHALL REMOo VE
ow Page
_J WOR TO PROCEED. AND SHALL REPLACE THE THRUST BLOCKS WHERE REQUIRED.
EXISTING THRUST BLOCKING OR RESTRAINTS WHERE NECESSARY TO ALLOW THE of _o
__T1E 'A", / / I THE COST TO REMOVE, REPLACE OR PROVIDE THRUST ROOMING SHALL BE
TJ F 11 1 s INCLUDED IN THE CONTRACT AMOUNT.
SEWELL VILLAGE CADILLAC COMPANY, INC.
(CALLED 15.404 ACRES)
-5-T to VOL. 1 44618, PG. 92 10. ADDITIONAL BENDS. THE CONTRACTOR SHALL SUPPLY AND --- — — — -----------
RNSTALL ANY
D.R.T.C.T. ADDITIONAL BEND WITH THRUST BLOCKING AND OTHER APPURTENANCES
REQUIRED TO ASSURE PROPER INSTALLATION OF WATER MAINS AND LATERALS. ,
I Case Name: SEWELL VILLAGE BMW
WERE THE
DEFLECTION ANGLE Of THE PIPE DOES NOT MATCH THE ANGLE OF THE BEND :Case Number: CUI 5.05
+ NEW CAR FACILITY THE CONTRACTOR MAY PULL PIPE AS NEEDED AT THE BENDS I
JT PRO BED THE PIPE DEFLECTION IS WITHIN TOLERABLE MANUFACTURERS LIMITS.
FEE - 600.75
EXISTING THE COST FOR ADDITIONAL BENDS AND BLOCKING SHALL BE INCLUDED IN ME
CONTRACT AMOUNT. Location: 1111 AND 1151 E. STATE HWY. 114
DEALERSHIP
IT. POLYETHYLENE MAP: ALL VALVES, DUCTILE IRON AND CA!
d IRON PIPE
'M 4t' UIE FIT,,,,,, ANO SPECIALS SHALL BE POLYETHYLENE WRAPPED.
Aw, 141 111. ----------------
CONNECT TO55 1 2. ADJUSTMENTS THE CONTRACTOR IS RESPONSIBLE FOR At Mayor Date
INSTALLMARRO S. CLEANOUTS. VALVES, BOXES, VAULTS AND HYDRANTS TO FINAL 1
2-8" DS FN0_T_E7_________J GRADE. INE COST SHALL BE INCLUDED IN THE CONTRACT AMOUNT.
0 C
RE
11 APPURTENANCES. ALL VALVES AND OTHER APPURTENANCES ON A L A
CD PROTECTION ONES SHALE BE UL/FM APPROVED. THE COST SHALL BE INCLUDED
0
IN THE CONTRACT AMOUNT
CONNECT TO EXISTING I L - - -
WATER SERVICE
+ INSTALL 14. FlRE PROTECTION WORK: ALL FIRE PROTECTION WORK MUST BE Secretary Date
L 1-27 DOMESTIC WATER PERMITTED AND APPROVED BY THE GOVERNING AUTHORITIES FIRE DEPARTMENT.
12DIE4V UCOMMISSION
I SERVICE iF FRPLANNING AND ZONING CO
1-r DOMESTIC METER W_ 0 PROTECTION ONES TO THE SATISFACTION OF THE FIRE MARSHALL FOR THE
X GOVERNING AUTHORITY AS WELL AS THE DEVELOPERS' INSURANCE CARRIER
283E74� THE CONTRACTOR SHALL CONDUCT ALL REQUIRED PRESSURE TESTS ON IT
N 51'57'W E
A 28319,
41
'T U J
28319,
IN ASSEMBLY
SANITARY SEWER PIPE.- ALL SEWER PIPE SHALL BE SDR-35, a' X 6" TEE ji;L, 15, R 5 IN
" \ \ V, I , " � ACCORDANCE WITH ASTM SPECIFICATIONS D-3034 FOR 4" THROUGH 15", N
a
6 -ALL. AND I
R: VALVE
a. %
ASTM F-879 FOR 15' THROUGH 27". III
Chairman Date
------------ "AV WATER MAINS 4 INCH THROUGH 12 INCH SHALL BE
TFIL, I IA'
-J 16.900 WATER PIPE ALL
"79T2 ' Approval does not authorize any work in conflict with ;any codes or
CA811-ETH M1 - (DR - 14), WATER MAINS 14 INCH THROUGH 36 INCH SHALL BE C
IFA-Y GO DR - 1 8).
05
CONNECT TOLam- - - - - - - - - - -- _Lv - ordinances.
EXISTING WATER Dept. of Development Services
INSTA L, _,T SITE UTILITY NOTES
2-8* 45' BEN05
1-8' VALVE 'V
CONTRACTOR SHALL PROVIDE AN CONSTRUCT CONCRETE TRANSFORMER PAD PER ONCOR STANDARDS
PHASE ' 4 SeallSignature
AND SPECIFICATIONS. CROCE TOPROVIDEPAD MOUNTED TRANSFORMER WITH 277V 480V, 3ROUCH-ON
WIRE SECONDARY. VERIFY EXACT LOCATION NTH ONCOR AND
OWNER PRIOR TO
CONTRACTOR SHALL CONTACT ONCOR FOR ALL SPECIFICATIONS AND STANDARDS.
--- --- --------- - --- --------------------
i �
ON OR SHALL PROVIDE AND INSTALL (1) METER CAN, METER NET, BE LOCATED ON TRANSFORMER.
CONTRACTOR SHALL VERIFY EXACT LOCATION AND REQUIREM NTS WTH ONCOR AND OWNER PRIOR TO
P'ICe �"II' ROUGH IN. ONCOR WILL SET METER ONCE REQUIREMENTS HAVE BEEN MET.
C
SHALL PROVIDE AND INSTALL (2) A-
Xox "o,W VI PROPOSED ROUTING OF ELECTRICAL PRIMARY. CONTRACTOR
PRIMARY CONDUITS WITH PULL STRINGS FROM EXISTING POWER POLE TO TRANSFORMER PRIMARY J .. . . . . . . .......
li
Vu MILLSAP
O COMPARTMENT. PRIMARY CONDUIT SHALL BE INSTALLED AT A DEPTH OF 48" BELOW FINISHED GRADE. 1,
@ TO PROVIDE PRIMARY CONDUCTORS AND ..................
TERMINATIONS. SHALL BE STEEL SWEEPING ELBOWS. ONCOR ALL so-BENDS Ile
LEGEND:OR ALL SPECIFICATIONS AND STANDARDS, 10011
CONTRACTOR SHALL CONTACT ONCOR
INSTALL (3) 4-
UTILITY U, SCHEDULE WITH CONDUCTORS FROM TRANSFORMER TO PROPOSED METER CAN
__4 PROPOSED ROUTING OF ELECTRICAL SECONDARY, CONTRACTOR SHALL PROVIDE AND
I UTILITY LINE TO BE ABANDONED 40 PVC CONDUITS
l8n5'16' C NTRACTOR SHALL VERIFY EXACT LOCATION AND REQUIREMENTS MH CROON AND OWNER PRIOR To
11I AA IK1.1111
T-1 131740'
31 7.44Y R NOR IN. Project Name
R 4
CONTRACTOR SHALL ABANDON EXISTING WATER &
23.55 GAS METER. REGULATOR AN MAIN SHUTOFF VALVE WITH REQUIRED GAS DELIVERY OF X,XXX GEN TOP BE BMW OF GRAPEVINE
CB N 6770!35' E PROVIDED AND INSTALLED BY ATIVOS, ATMOS TO TIE METER AND REGULATOR TO GAS MAIN REQUIRED
421.73' WASTEWATER LINES IN PLACE. CONTRACTOR SHALL REMOVE D
21 DELIVERY PRESSURE APPROX. 5 PSI AT DOWNSTREAM SIDE OF METER. REFER TO MEP PLANS FOR
REQUIRED GAS SERVICE SIZE.
EXISTING LINES AND APPURTENANCES AS REQUIRED FOR
FMIE-T 2 CONSTRUCTION OF SITE IMPROVEMENT, UNLESS OTHERWISE
A tIN IHI POLYETHYLENE GAS LINE WITH A REQUIRED DELIVERY 21 CC TRACTOR SHALL PROVIDE AND INSTALL 2" Project Number
oP A, I�IfC PRESSURE OF APPROX. 5 INS (REFER TO MEP PLANS FOR PROPOSED GAS SERVICE ROUTING AND BAD
NOTED.
& REQUIREMENTS. VERIFY EXACT LOCATION WITH ATMOS AND OWNER PRIOR TO ROUGH ILL) R0101426-30037
CONTRACTOR SHALL PROVIDE AN INSTALL GAS REGULATOR AT BUILDING (REFER TO MEN PLANS FOR
V� REQUIRED DELIVERY PRESSURE AT DOWNSTREAM SIDE OF REGULATOR).
NOTE Description
11 WX111 II.E LXNENINT CONTRACTOR SHALL PROVIDE AND INSTALL (3) 4- SCHEDULE 40 PVC CONDUIT WITH PULL STRING FROM
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS 50,
EXISTING TELEPHONE RISER TO WEEN OF BUILDING WALL FOR UNDERGROUND TELEPHONE/FIBER
UTILITY PLAN
AND INVERT ELEVATIONS OF ALL EXISTING UTILITY LINES OF VICES, ALL 90- BENDS SHALL BE SWEEPING ELBOWS. CAP.SSTANE AND LABEL END OF CONDUIT.
PRIOR TO CONSTRUCTION, TO BE EXTENDED TO INTERIOR TERMINAL BOARD DURING BUILDING CONSTRUCTION BY CONTRACTOR,
CONTRACTOR SHALL COORDINATE SERVICE INSTALLATION WITH SEWELL AND FIBER PROkOER PRIOR TO Scale
CAUTION GO STRUCTI
Fif
ON, 1" 40'
CONTRACTOR IS TO CONTACT TEXAS ONE-CALL
SYS (1-800-245-4545) OR OTHER UTILITY CONTRACTOR SHALL PROVIDE AND INSTALL PRIVATE 3' TYPE K CuCDOMESTIC WATER SERVE
G
LOCATING SERVICES AT LEAST 48 HOURS PRIOR TO UTILITY UTILITY COMPANY CONTACTS:CONTRACTOR SHALL PROVIDE AND INSTALL S' FIRE LINE. SIZE OF LINE SHALL BE I.ERIDED AND/OR
CONSTRUCTION ACTP,RRES. BURY, INC. IS NOT �.G
RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES ELECTRIC ONCOR FEES APPLE ESI7) 355-7011 MODIFIED BY SPRINKLER CONTRACTOR HYDRAULIC CALCULATIONS PRIOR TO INSTALLATION
IN THE PROJECT AREA NOR FOR DEPICTING THE GAS ATMOS: ROBERT SHADDOX 1817) 359-13,14
®
I A I�ITI 1131 EXACT LOCATIONS OF UTILITIES ON THESE WATER CITY OF GRAPEVINE, PAUL LEE (8!7) 410-3144 (D CONTRACTOR SHALL PROVIDE AND INSTALL 6' FIRE LINE SIZE OF LINE SHALL BE VERIFIED AND/OR 17 OF 19
DRAWINGS. SANITARY CITY OF GRAPEVINE PAUL LEE (817) 410-3 MODIFIED By SPRINKLER CONTRACTOR HYDRAULIC CALCULATIONS PRIOR TO INSTALLATION. 1 ® 5
TELEPHONE '.EEIZON DENNIS GROVES (940) 453-2518
CONTRACTOR SHALL PROVIDE AND INSTALL REMOTE OFF DEPARTMENT CONNECTION, '2
CONTRACTOR SHALL PROVIDE AND NSTAL_ PRIVATE 2' TYPE N C, DOMESTIC WATER SERVICE,
(NOT TO SCALE)
MAPSCO NO. 28P
NORTH
QgAG"G0 X31
0- 90
GRAPHIC SCALE IN FEET
0 25 50 75 100
SCALE: 1' = 50'
L45 N89'46'13'E 6.44'
LEGEND
IRF
IRON ROD FOUND
L46 SO'13'47"E
10.00'
L47 N13'21'11 "W
a
L48 S1n1'11'E
27.97'
L49 576'38'49"W
5.04'
L50 NO'28'57'E
11.86'
I
10.00'
LOT 1, BLOCK 1
OF TARRANT COUNTY, TEXAS
OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS
(CM)CONTROL
VOL.. PG.
J�rn
I I
PAGE
INSTRUMENT NUMBER
E MERCEDES ADDITION
PARK PEANO.
SQUARE FEET
TYPICAL
RIGHT-OF-WAY
INST. N0. 0204157331
O.P.R.TC.T.
A,�
10' UTILITY EASEMENT
10' UTILITY EASEMENT
INST.9
D21 009 1 32
s
CABINET A, SLIDE 4792
P.R.T.C.T.
ON
CA
INST. N0, 0 21 0 0 9 9132
VOL. PG. 92
D•P.R.T.C.T.
GRRNO. • Soy
1
INST. NO. 0214167412
D.R.T.C.T.
O.P.R.T.C.T.
Rp•GS
4
\
I
11 CAB, A, SLIDE 4792
P.R.T.C.T.
I :
WATER EASEMENT
INST. N0. 0204157331
i/2' CIRF
ALUMINUM MONUMENT
20' BUILDING LINE
INST. N0. 9132
/
I I �
I
( I
Y
"CTP ENC' FOUND
.R.T.C.T.
DT.C.T.-
CABINET A, SLIDE 1792//
10' WATER EASEMENT '�
(BY THIS PLAT) I'.'+T,.'. 1'
BEARS N 80' E, 1.75'
I
-- -'
--' -- -- --
-- -__
ORB
�$
Ci -d
i.
R
S 8930'57 E 1098.02'
APPROXIMATE SURVEY LINE
age
10' UTILITY EASEMENT
ACCESS EASEMENT
I INST. N0. D101157331
OR.R.T.C.T.
10 SBASEMET ANITARY R
N
VOL 13870, PG. 287
D.R.T.C.T.
o�
(NOT TO SCALE)
MAPSCO NO. 28P
NORTH
QgAG"G0 X31
0- 90
GRAPHIC SCALE IN FEET
0 25 50 75 100
SCALE: 1' = 50'
L45 N89'46'13'E 6.44'
LEGEND
IRF
IRON ROD FOUND
L46 SO'13'47"E
10.00'
L47 N13'21'11 "W
29.12'
L48 S1n1'11'E
27.97'
L49 576'38'49"W
5.04'
L50 NO'28'57'E
11.86'
L51 537'59'00"E
10.00'
TEXAS COORDINATE SYSTEM
NORTH CENTRAL ZONE, NA083
N = 7,021.825.86
E = 2.408.8]1.47
POINT
1/2"
"NDM"
JN 50'40'06" W
29.22'
15 DRAINAGE EASEMENT
INST. N0. D210099132- 1�1
( ( I
% ( I
( ( I
( I
10' WATER EASEMENT 10' SANITARY SEWER -
INST. ONO .P.RD204157331 EASEMENT
PARTIAL ABANDONMENT VOL 13870.�,PG.
287
N
(HATCHED AREA)
m L16
BY THIS PLAT) ABANDONED (HATCHED AREA)
(82' THIS PLAT)
IN �(--( L20 L24
- c� ,.7
L12 L113 -'j tL�l1] L78••'.'L19 L22L23� LL26
I i iy 10' WATER EASEMENT
(BY THIS PLAT)
10' WATER EASEMENT]_ -
(BY THIS PUT)
LEGEND
IRF
IRON ROD FOUND
CIRF
1/2 INCH IRON ROD WITH YELLOW PLASTIC CAP
-ABANDONED
(BY THIS PLAT)
STAMPED "NDLI" FOUND (UNLESS OTHERWISE NOTED)
LIRE
5/5 -INCH IRON ROD WTH YELLOW PLASTIC CAP
10'
STAMPED "BURY SET
AMON
ALUMINUM MONUMENT FOUND
.MD.
O.R.T.C.T.
BRASS MONUMENT FOUND
DEED RECORDS
O.P.R.DOT.
OF TARRANT COUNTY, TEXAS
OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS
(CM)CONTROL
VOL.. PG.
MONUMENT
VOLOME
NOT N.
PAGE
INSTRUMENT NUMBER
SO FT.
TIP.
R.O.W.
SQUARE FEET
TYPICAL
RIGHT-OF-WAY
TEXAS COORDINATE SYSTEM
NORTH CENTRAL ZONE, NA083
N = 7,021.825.86
E = 2.408.8]1.47
POINT
1/2"
"NDM"
JN 50'40'06" W
29.22'
15 DRAINAGE EASEMENT
INST. N0. D210099132- 1�1
( ( I
% ( I
( ( I
( I
10' WATER EASEMENT 10' SANITARY SEWER -
INST. ONO .P.RD204157331 EASEMENT
PARTIAL ABANDONMENT VOL 13870.�,PG.
287
N
(HATCHED AREA)
m L16
BY THIS PLAT) ABANDONED (HATCHED AREA)
(82' THIS PLAT)
IN �(--( L20 L24
- c� ,.7
L12 L113 -'j tL�l1] L78••'.'L19 L22L23� LL26
I i iy 10' WATER EASEMENT
(BY THIS PLAT)
10' WATER EASEMENT]_ -
(BY THIS PUT)
IH
'U Ir
9zpl I
Pm
IN
10' UTILITY EASEMENT
INST. NO. D210099132
O.P.R.T.C.T.
COORDINATE SYSTEM
ACCESS EASEMENT
_._
N 89'.lY E
^
p 3
(HATCHED AREA)
Q C3
-ABANDONED
(BY THIS PLAT)
Q
-L37
_41749',
___ _. __±17.49-
-1
10'
-- - -_
•�
I
r
W _
o
r-------_- S 89'46'13'
W 319.71'
10' WATER EASEMENT
} I I
{
:. ABANDONED (HATCHED AREA) (BY THIS PLAT)
3
" " '
I
I
I I
I I
INST. N0. 0204157331
O.P.R.TC.T.
I ( ,ff
I '.'�
SEWELL V'LLAGE COMPANY, INC.
CADILLAC14468,
10' UTILITY EASEMENT
'M
CABINET A, SLIDE 4792
P.R.T.C.T.
ON
CA
n
I
VOL. PG. 92
SEWELL VILLAGE CADILLAC COMPANY, INC.
1
INST. NO. 0214167412
D.R.T.C.T.
O.P.R.T.C.T.
11 25' DUILDING LINE
\
ELECTRIC EASEMENT
11 CAB, A, SLIDE 4792
P.R.T.C.T.
I :
WATER EASEMENT
INST. N0. 0204157331
I
ALUMINUM MONUMENT
( I INST. NO. D204157331
O.P.R.T.C.T.
/
I I �
I
( I
O.P.
PARTIAL ABANOGANDO NMENT
(HATCHED AREA)
10' UTILITY EASEMENT /
CABINET A, SLIDE 1792//
10' WATER EASEMENT '�
(BY THIS PLAT) I'.'+T,.'. 1'
(BY THIS PLAT)
/ /
1' .T
J
�$
Ci -d
i.
R
age
10' PEDESTRIAN
ACCESS EASEMENT
(BY THIS PLAT)
o�
I
10' UTILITY EASEMENT
INST. N0. O.C.T. 331
\3
O.\
ED (HT.GT.
ABANDONED (HATCHED AREA) -
-r —10' WATER EASEMENT
) I
LOT 2R-1 BLOCK 1 (BY THIS PLAT)
r INST. N0. D204157331
O,PA.T.C.T.
�I I
16.885 ACRES
I
I I
L J
_ - -1 '�•�
(735,528 SFT.)
Q. d = 6'01'38
�I-
LS a1
R = 1307AC
L = 137.51
CB = N 5450'27'
I
CD = 137.41
NI
L45
10 WATER LINE EASEMENT
QUIT CLAIMED TO THE STATE OF TEXAS
(O AREA)
INST. N0. D21322D213221 0881, O.P.R.T.C.T.
I
I L LAE
�
CITY OF GRAPEVINE ORDINANCE N0. 2013-31 /L
10
UTILITY EASEMENT
J
i•'- '-INST.
N0. 0204157331
O.P.R.T.C. T.
L1
�I N
gW O`OES21
I
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10' WATER EASEMENT
I m INST. N0. DI sn,,,D
i Q
BY RTC./ ��
� 1A Op,O
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/ �'
/ /
NVGN� J�GE
PJ0`C N
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5� P \Y0000
_10'
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10"I?S 1/2' CIRF
(CM)
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25. gU11 so
SMON
10' UTILITY EASEMENT CABOPF�G?��
��
13''x'
'�
10' PEDESTRIAN ACCESS EASEMENT
INST. NO D204157331 _ �'a"
O.P.R.T.C. T. / ,_ - - -' � � ��
INST. N0..204157331
D.P.R.i. C. T.
IH
'U Ir
9zpl I
Pm
IN
10' UTILITY EASEMENT
INST. NO. D210099132
O.P.R.T.C.T.
COORDINATE SYSTEM
ACCESS EASEMENT
_._
INST. NO. D2D4157331
O.P.R.T.C.T.
^
p 3
(HATCHED AREA)
Q C3
-ABANDONED
(BY THIS PLAT)
Q
-L37
m
10'
Co
I
r
W _
o
CUT 'X'
FOUND
00 F-
0
1/2" CIRF
GENERAL NOTES
BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM (NORTH
d - 30,45,41' CENTRAL ZONE, NAD 83) BASED ON LEICA GEOSYSTEMS NORTH TEXAS SMARTNET NETWORK,
R 7J77.40'
DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR OF 0.99985059653.
=
L = 707.30' THE SUBJECT TRACT OF LAND SHOWN HEREON LIES WITHIN ZONE X- UNSHADED, DEFINED AS 'AREAS
CB - S 8710'22" W DETERMINED TO BE OUTSIDE THE 0.23 ANNUAL CHANCE FLOODPLAIN'. AS IDENTIFIED BY THE FEDERAL
DO - 698.63' EMERGENCY MANAGEMENT AGENCYS FLOOD INSURANCE RATE MAP NO. 48439CO120K, DATED
SEPTEMBER 25, 2009. FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS. IF NIS SITE IS NOT
WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THE FLOOD STATEMENT DOES NOT IMPLY THAT
THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE.
THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR.
VARIABLE WIDTH $ 7638'49" W Preliminary
ROADWAY EASEMENT ( 378.96' This document sholl not be
1/2" IRF INST. NO. 0204157331
O.P.R.T.C.T. AREAS recorded for any purpose.
I eMON
10' WATER UNE EASEMENT
vOL. 13810, PG. 286
D. -OT, R 1770.86'
L = 95.3B'
CB - S 78'02'06' W
CD = 95.37'
I
246.06' HIGHWAY ACCESS DENIED
CAB. A, SHOE 9232, 0 P. R. T.C.T.
TOTAL PLATTED AREA = 735,528 SQ. FT.
R.O.W. DEDICATION AREA = 0 SQ, FT.
NET PLATTED AREA = 735,528 SQ. FT.
PROPOSED EASEMENT DEDICATIONS = 12,609 SO. FT.
PROPOSED EASEMENT ABANDONMENTS =28,969 SQ. FT.
*(AREAS DO NOT INCLUDE EXISTING EASEMENTS)
OWNER:
SEWELL VILLAGE CADILLAC COMPANY, INC.
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
CONTACT: JOHN O'CONNOR
(214) 902-2200
For Review Purposes Only
David J. DeWeirdt, R.P.LS.
Registration Na. 5066
March 20, 2015
SURVEYOR:
BURY-DFW, INC.
5310 HARVEST HILL
SUITE 100
DALLAS,TEXAS 75230
(972) 991-0011
CONTACT: DAVID J. DE WEIRDT, R.P.LS.
TBPLS FIRM NUMBER 10107502
REPLAT
WALLCON ADDITION
LOT 213-1, BLOCK 1
BEING A REPLAT OF
LOT 1, BLOCK 1 WALLCON ADDITION
CABINET A, SLIDE 4792 P.R.T.C.T. &
LOT 2R, BLOCK 1 WALLCON ADDITION
CABINET A, SLIDE 9232 P.R.T.C.T.
ANADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
SITUATED IN THE ISAIAH BYRD SURVEY, ABSTRACT NUMBER 120
1 LOT - 16.885 ACRES
ZONED PCD/CC
MARCH 2015
THIS PLAT FILED ON , IN INSTRUMENT NO.
_._
JZ w
50' x to' ACCESS
I
n
X a
10'
EASEMENT
UTILITY EASEMENT INST. NO. 0204157331
I
r
W _
CAB. A• SURE 4792 O.P.R.T.C.T.
P.R.T,C.T. ABANDONED (HATCHED AREA)
I
(
:.
:. ABANDONED (HATCHED AREA) (BY THIS PLAT)
w
(BY THIS PLAT)
I
°11
10' UTILITY EASEMENT
'M
CABINET A, SLIDE 4792
P.R.T.C.T.
ON
CA
n
I
rn
r0
SEWELL VILLAGE CADILLAC COMPANY, INC.
1
INST. NO. 0214167412
O.P.R.T.C.T.
11 25' DUILDING LINE
11 CAB, A, SLIDE 4792
P.R.T.C.T.
/
CUT '%FOUND(CM)
//
/
ALUMINUM MONUMENT
/
FOUND
BEARS N 55' E. 1.5'
10' UTILITY EASEMENT /
CABINET A, SLIDE 1792//
P. R. T.C.T. / /
/ /
/LEXHIB51 �°
IT I .4Cj
�$
Ci -d
age
10' PEDESTRIAN
ACCESS EASEMENT
(BY THIS PLAT)
1/2" CIRF
GENERAL NOTES
BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM (NORTH
d - 30,45,41' CENTRAL ZONE, NAD 83) BASED ON LEICA GEOSYSTEMS NORTH TEXAS SMARTNET NETWORK,
R 7J77.40'
DISTANCES ADJUSTED TO SURFACE USING AN AVERAGE COMBINED SCALE FACTOR OF 0.99985059653.
=
L = 707.30' THE SUBJECT TRACT OF LAND SHOWN HEREON LIES WITHIN ZONE X- UNSHADED, DEFINED AS 'AREAS
CB - S 8710'22" W DETERMINED TO BE OUTSIDE THE 0.23 ANNUAL CHANCE FLOODPLAIN'. AS IDENTIFIED BY THE FEDERAL
DO - 698.63' EMERGENCY MANAGEMENT AGENCYS FLOOD INSURANCE RATE MAP NO. 48439CO120K, DATED
SEPTEMBER 25, 2009. FOR TARRANT COUNTY, TEXAS AND INCORPORATED AREAS. IF NIS SITE IS NOT
WITHIN AN IDENTIFIED SPECIAL FLOOD HAZARD AREA, THE FLOOD STATEMENT DOES NOT IMPLY THAT
THE PROPERTY AND/OR THE STRUCTURES THEREON WILL BE FREE FROM FLOODING OR FLOOD DAMAGE.
THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR.
VARIABLE WIDTH $ 7638'49" W Preliminary
ROADWAY EASEMENT ( 378.96' This document sholl not be
1/2" IRF INST. NO. 0204157331
O.P.R.T.C.T. AREAS recorded for any purpose.
I eMON
10' WATER UNE EASEMENT
vOL. 13810, PG. 286
D. -OT, R 1770.86'
L = 95.3B'
CB - S 78'02'06' W
CD = 95.37'
I
246.06' HIGHWAY ACCESS DENIED
CAB. A, SHOE 9232, 0 P. R. T.C.T.
TOTAL PLATTED AREA = 735,528 SQ. FT.
R.O.W. DEDICATION AREA = 0 SQ, FT.
NET PLATTED AREA = 735,528 SQ. FT.
PROPOSED EASEMENT DEDICATIONS = 12,609 SO. FT.
PROPOSED EASEMENT ABANDONMENTS =28,969 SQ. FT.
*(AREAS DO NOT INCLUDE EXISTING EASEMENTS)
OWNER:
SEWELL VILLAGE CADILLAC COMPANY, INC.
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
CONTACT: JOHN O'CONNOR
(214) 902-2200
For Review Purposes Only
David J. DeWeirdt, R.P.LS.
Registration Na. 5066
March 20, 2015
SURVEYOR:
BURY-DFW, INC.
5310 HARVEST HILL
SUITE 100
DALLAS,TEXAS 75230
(972) 991-0011
CONTACT: DAVID J. DE WEIRDT, R.P.LS.
TBPLS FIRM NUMBER 10107502
REPLAT
WALLCON ADDITION
LOT 213-1, BLOCK 1
BEING A REPLAT OF
LOT 1, BLOCK 1 WALLCON ADDITION
CABINET A, SLIDE 4792 P.R.T.C.T. &
LOT 2R, BLOCK 1 WALLCON ADDITION
CABINET A, SLIDE 9232 P.R.T.C.T.
ANADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
SITUATED IN THE ISAIAH BYRD SURVEY, ABSTRACT NUMBER 120
1 LOT - 16.885 ACRES
ZONED PCD/CC
MARCH 2015
THIS PLAT FILED ON , IN INSTRUMENT NO.
* OWNER'S CERTIFICATE *
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS SEWELL VILLAGE CADILLAC COMPANY, INC. IS THE OWNER OF A 16.885 ACRE TRACT OF
LAND SITUATED IN THE ISAIAH BYRD SURVEY, ABSTRACT NUMBER 120, CITY OF GRAPEVINE,
TARRANT COUNTY TEXAS AND BEING ALL OF LOT 1, BLOCK 1 OF WALLOON ADDITION, AN ADDITION
TO THE CITY OF GRAPEVINE ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A. SLIDE
4792 OF THE PLAT RECORDS OF TARRANT COUNTY, TEXAS, (P.R.T.C.T.) AND BEING DESCRIBED TO
SEWELL VILLAGE CADILLAC COMPANY, INC. IN THE SPECIAL WARRANTY DEED RECORDED IN
INSTRUMENT NUMBER D214167412, OFFICIAL PUBLIC RECORDS OF TARRANT COUNTY, TEXAS
(O.P.R.T.C.T.), AND BEING ALL OF LOT 2R, BLOCK 1 OF WALLOON ADDITION, AN ADDITION TO THE
CITY OF GRAPEVINE ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A. SLIDE 9232,
P.R.T.C.T. AND BEING DESCRIBED TO SEWELL VILLAGE CADILLAC COMPANY, INC. IN THE SPECIAL
WARRANTY DEED WITH VENDOR'S LIEN RECORDED IN VOLUME 14468, PAGE 92, DEED RECORDS OF
TARRANT COUNTY, TEXAS (D.R.T.C.T.), SAID 16.885 ACRE TRACT BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
BEGINNING AT A 1/2—INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NDM'FOUND FOR THE
MOST WESTERLY SOUTHWEST CORNER OF SAID LOT 2R, BLOCK 1, AND BEING THE NORTHWEST
CORNER OF A CORNER CLIP AT THE INTERSECTION OF THE NORTHERLY RIGHT—OF—WAY LINE OF
STATE HIGHWAY 114 (A VARIABLE WIDTH PUBLIC RIGHT—OF—WAY) WITH THE EASTERLY
RIGHT—OF—WAY LINE OF MINTER'S CHAPEL ROAD (A CALLED 72—FOOT WIDE PUBLIC
RIGHT—OF—WAY);
THENCE NORTH 00'73'47"WEST ALONG SAID EASTERLY RIGHT—OF—WAY LINE OF MINTER'S CHAPEL
ROAD A DISTANCE OF 812.06 FEET TO A TO A 5/8—INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED 'BURY"SET FOR THE NORTHWEST CORNER OF SAID LOT 2R, BLOCK 7 SAME BEING THE
SOUTHWEST CORNER OF LOT 1, BLOCK 1 OF PARK PLACE MERCEDES ADDITION, AN ADDITION TO
THE CITY OF GRAPEVINE ACCORDING TO THE PLAT THEREOF RECORDED IN INSTRUMENT NO.
D2100991,32 O.P.R.T.C.T. AND FROM WHICH A 1/2—INCH IRON ROD WITH PLASTIC CAP STAMPED
'C&P ENG"BEARS NORTH 80' WEST, A DISTANCE OF 1.75 FEET;
THENCE SOUTH 89'30'57' EAST ALONG THE COMMON LINE OF SAID WALLOON ADDITION AND SAID
PARK PLACE MERCEDES ADDITION, A DISTANCE OF 1098.02 FEET TO A 1/2—INCH IRON ROD WITH
YELLOW PLASTIC CAP STAMPED NDM" FOUND FOR THE NORTHEAST CORNER OF SAID LOT 2R,
BLOCK 1 AND THE SOUTHEAST CORNER OF LOT 1, BLOCK 1 OF PARK PLACE MERCEDES ADDITION
AND BEING IN THE WESTERLY RIGHT—OF—WAY LINE OF TEXAN TRAIL ROAD (ALSO KNOWN AS LOOP
382, A VARIABLE WIDTH PUBLIC RIGHT—OF—WAY);
THENCE SOUTH 0079'22"EAST ALONG SAID WESTERLY RIGHT—OF—WAY LINE, AT A DISTANCE OF
177.67 FEET PASSING A CUT 'X"FOUND FOR THE MOST EASTERLY SOUTHEAST CORNER OF SAID
LOT 2R, BLOCK 1 SAME BEING THE NORTHEAST CORNER OF SAID LOT 1, BLOCK 1 OF WALLOON
ADDITION, CONTINUING IN ALL FOR A TOTAL DISTANCE OF 377.05 FEET TO A CUT 'X'FOUND FOR
THE SOUTHEAST CORNER OF SAID LOT 1, BLOCK 1 AND THE POINT OF INTERSECTION OF SAID
WESTERLY RIGHT—OF—WAY LINE NTH SAID NORTHERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY
114 WITH THE WESTERLY RIGHT—OF—WAY LINE OF TEXAN TRAIL ROAD AND BEING THE POINT OF
CURVATURE OF A NON—TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH BEARS
NORTH 4472'28" WEST, A DISTANCE OF 1317.40 FEET AND FROM SAID CUT 'X' FOUND, AN
ALUMINUM HIGHWAY MONUMENT BEARS NORTH 55' EAST, A DISTANCE OF 1.5 FEET;
THENCE ALONG SAID NORTHERLY RIGHT—OF—WAY LINE OF STATE HIGHWAY 114, THE FOLLOWING:
SOUTHWESTERLY WITH SAID CURVE TO THE RIGHT, AT AN ARC LENGTH OF 283.74 FEET
PASSING A 1/2—INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED NDM'FOUND FOR THE
SOUTHWEST CORNER OF SAID LOT 1, BLOCK 1 SAME BEING THE MOST SOUTHERLY
SOUTHEAST CORNER OF SAID LOT 2R, BLOCK 1, CONTINUING IN ALL THROUGH A TOTAL
CENTRAL ANGLE OF 30'45'41" FOR AN ARC LENGTH OF 707.30 FEET, A CHORD BEARING
SOUTH 61'10'22" WEST AND A CHORD DISTANCE OF 698.83 FEET TO A 1/2—INCH IRON ROD
WITH YELLOW PLASTIC CAP STAMPED 'NDM"FOUND FOR THE END OF SAID CURVE;
SOUTH 76'38'49' WEST, AT A DISTANCE OF 107.33 FEET PASSING A BRASS HIGHWAY
MONUMENT FOND, CONTINUING IN ALL FOR A TOTAL DISTANCE OF 378.96 FEET TO A
1/2—INCH IRON ROD WITH YELLOW PLASTIC CAP STAMPED 'NDM"FOUND FOR THE POINT OF
CURVATURE OF A NON—TANGENT CURVE TO THE RIGHT HAVING A RADIUS POINT WHICH
BEARS NORTH 13'30'29" WEST, A DISTANCE OF 1770.86 FEET;
SOUTHWESTERLY WITH SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 03'05'10"
FOR AN ARC LENGTH OF 95.38 FEET, A CHORD BEARING SOUTH 78"02'06" WEST AND A
CHORD DISTANCE OF 95.37 FEET TO A BRASS HIGHWAY MONUMENT FOUND FOR THE
SOUTHERLY END OF THE AFOREMENTIONED CORNER CLIP AT THE INTERSECTION OF SAID
NORTHERLY RIGHT—OF—WAY LINE WITH THE EASTERLY RIGHT—OF—WAY LINE OF MINTER'S
CHAPEL ROAD;
THENCE NORTH 50'40'06" WEST ALONG SAID CORNER CLIP, A DISTANCE OF 29.22 FEET TO THE
POINT OF BEGINNING;
CONTAINING A COMPUTED AREA OF 735,528 SQUARE FEET OR 16.885 ACRES OF LAND
NOW, THEREFORE KNOW ALL MEN BY THESE PRESENTS,
THAT SEWELL VILLAGE CADILLAC COMPANY, INC, DOES HEREBY ADOPT THIS PLAT OF WALLOON
ADDITION, LOT 2R-1 , AN ADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS, AND
DOES HEREBY DEDICATE TO THE PUBLIC USE FOREVER THE RIGHT—OF—WAY AND EASEMENTS
SHOWN HEREON. THEEASEMENTS 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 BE
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 FRANCHISED 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 EASEMENTS AND ALL CITY OR FRANCHISED UTILITIES SHALL AT ALL TIMES HAVE THE
FULLRIGHT 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.
'I HAVE REVIEWED THE CITY'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 , 2015.
FOR SEWELL VILLAGE CADILLAC COMPANY, INC.
OWNER
TITLE
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY
PERSONALLY APPEARED -- - , KNOWN 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 AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE _ , DAY OF , 2015
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES
AVIGATION RELEASE
STATE OF TEXAS §
COUNTY OF TARRANT §
WHEREAS, SEWELL VILLAGE CADILLAC COMPANY, INC., HEREINAFTER CALLED "OWNER" (WHETHER ONE
OR MORE), 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 CITIES OF DALLAS, TEXAS AND FORT WORTH, TEXAS, THEIR SUCCESSORS AND ASSIGNS,
HEREINAFTER CALLED "CITIES", FOR THE USE AND 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 OWNER'S
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 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 DALLAS, TEXAS, THIS—DAY OF, 2015.
FOR SEWELL VILLAGE CADILLAC COMPANY, INC.
OWNER
TITLE
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE,
ON THIS DAY PERSONALLY APPEARED KNOWN TO ME TO BE THE PERSON WHOSE
NAME IS SUBSCRIBED TO THE ABOVE AND FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT
HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATION EXPRESSED AND IN THE CAPACITY
THEREIN EXPRESSED..
GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE , DAY OF , 2015
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
OWNER:
SEWELL VILLAGE CADILLAC COMPANY, INC.
3860 W. NORTHWEST HIGHWAY
SUITE 100
DALLAS, TEXAS 75220
CONTACTS JOHN O'CONNOR
(214) 902-2200
* SURVEYOR'S CERTIFICATE *
1, DAVID J. DE WEIRDT, OF BURY—DFW, 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 'NTH THE PLATTING RULES AND
REGULATIONS OF THE STATE OF TEXAS AND THE CITY OF GRAPEVINE.
DAVID J. DE WEIRDT DATE Preliminary
REGISTERED PROFESSIONAL LAND SURVEYOR y
TEXAS REGISTRATION NO. 5066 This document Shall not be
BURY-DFW,INC. recorded for any purpose.
For Review Purposes Only
David J. DeWeirdt, R.P.L.S.
Registration N..5066
March 20, 2015
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, ON THIS DAY
PERSONALLY APPEARED --, KNOWN 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 AND IN THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE ON THIS THE _ , DAY OF , 2015
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS
MY COMMISSION EXPIRES
SURVEYOR:
BURY-DFW, INC.
5310 HARVEST HILL
SUITE 100
DALLAS, TEXAS 75230
(972) 991-0011
CONTACT: DAVID J. DE WEIRDT. R.P.LS.
TBPLS FIRM NUMBER 10107502
PLANNING & ZONING COMMISSION:
DATE APPROVED:
CHAIRMAN:
SECRETARY:
GRAPEVINE CITY COUNCIL:
DATE APPROVED:
MAYOR:
CITY SECRETARY:
EXHIBIT A OR D r • J
• 2- Of o2o
REPLAT
WALLCON ADDITION
LOT 2R-1, BLOCK 1
BEING A REPLAT OF
LOT 1, BLOCK 1 WALLCON ADDITION
CABINET A, SLIDE 4792 P.R.T.C.T. &
LOT 2R, BLOCK 1 WALLCON ADDITION
CABINET A, SLIDE 9232 P.R.T.C.T.
ANADDITION TO THE CITY OF GRAPEVINE, TARRANT COUNTY, TEXAS
SITUATED IN THE ISAIAH BYRD SURVEY, ABSTRACT NUMBER 120
1 LOT - 16.885 ACRES
ZONED PCD/CC 19 OF 19
MARCH 2015
THIS PLAT FILED ON _ , IN INSTRUMENT NO.
SHEET 2 OF 2