HomeMy WebLinkAboutCU2021-25ORDINANCE NO. 2021-056
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT
CU21-25 TO AMEND PREVIOUSLY APPROVED SITE PLAN
OF CU18-19 (ORDINANCE NO. 2018-64) FORA PLANNED
COMMERCIAL CENTER, SPECIFICALLY TO ALLOW THE
DEVELOPMENT OF A 950 SQUARE FOOT RESTAURANT
WITH A DRIVE THROUGH AND OUTSIDE SPEAKERS, FOR
LOT 4R2, BLOCK 1, OPRYLAND SECOND ADDITION (801
EAST NORTHWEST HIGHWAY) IN A DISTRICT ZONED
CC" COMMUNITY COMMERCIAL 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 CONDITIONAL USE 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 conditional use
permit 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 conditional use permit 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 conditional use permit 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 48 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 conditional use permit, that the public 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
conditional use permit 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 conditional use permit 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 conditional use permit 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:
Ordinance No. 2021-056 2
Section 1. That the City does hereby issue a conditional use permit in
accordance with Section 48 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 Conditional Use Permit No. CU21-25 to amend previously approved site plan
CU18-19 (Ordinance No. 2018-64) for a planned commercial center, specifically to allow
the development of a 950 square foot restaurant(Dutch Bros. Coffee)with a drive through
and outdoor speakers in a district zoned "CC" Community Commercial District in the
following described property: Lot 4R2, Block 1, Opryland Second Addition (801 East
Northwest Highway), 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. The City Manager is hereby directed to amend the official zoning map
of the City of Grapevine, Texas, to reflect the herein conditional use permit.
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. 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.
Ordinance No. 2021-056 3
Section 7. 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 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. 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 19th day of October, 2021.
APPROVED:
William D. Tate
Mayor
ATTEST:
F GRAPF`
U 17111141 jm
r 1)(
Tara Brooks
City Secretary
APPROVED AS TO FORM:
Matthew C.G. Boyle
City Attorney
Ordinance No. 2021-056 4
GRAPEVINE STATION NORTH = 11.4 ACRE TRACT PROJECT DATA TABLE
3 4
g
LOT NUMBER
HEIGHT IN HEIGHT
TOTAL
BLDAREA TOTAL LOT FLOOR AREA
TOTAL
IMPERVIOUS
AREA North -
STORIES FT -IN) SF)
AREA (
SF) RATIO
SF) of
2R,
BLDG. 1 1 27'-6" 4,952 33,524 I 15% 15,854 I
2R, BLDG. 2 1 I 20'-0" 4,966 33,524 1 15% 15,899 T
t
2R,
BLDG. 3 FUTURE I N/A 8,470 33,524 25% 27,117 w
SITE
S
I 2R, BLDG. 4 FUTURE I N/A 7,425 33,524 22% 23,771 3R
1 ( 44'-9" 22,036 144,822 15% 94,395 4R1
1 I 25'-0" 2,300 31,371 8% 19,196 4R2
1 24'-0" 950 30,906 3.1% 23,100 5
1 27'-3" 5,996 40,687 15% 25,756 I
6 FUTURE N/A 6,200 36,834 N/A N/A 7
FUTURE N/A 11,800 75,120 N/A N/A TOTAL
S.F. LOTS 75,095 493,836 245,088 VICINITY
MAP NOT
TO SCALE I
EOUN,ARY CURVE TABLE I f
tiR.E RADIUS I ARC LENGTH HC7RL) LENGTH ( CHORD FEARING LELTA ANGLE I i
t Z ?75- : 519 70' 91S 4Y ( t 79-4'15," Vr i9-073' f-?
130 OQ' S 34' t C.,I N 79'93 w 130-
00' 51.34' Cr O7' Ira 7tr13'_'6' w 17'44" I C4
101400' i1 74' 77' I S !1-',•44'tK' Ct'''{S':'4" I a I
J
SLOG I
SLOG t 4.32
Sr, Si jF LOT
2R.
LOCK I D N
1 N ZONING
CC 4• !/ 6 -a
I +® !
l
IT
ll
DL K 6 0..
W AC /31,3 I Q 1i
I y
C•
I mff m
4
LOT
4R2. CK 1 J 0.710
AC /30 5 F J C lr`'
2 CO Gd RqF-CUMIN „R/ 10SIDLWALY IFEO!
AF.ELALI-'fv(. t!
W
F-,
W'L FPON-, ;FV t r °t0 •
J
It^
J
r AI
r
f 6
I111J
iii14-
LIJ_1111 Jfitfi iRIHTIIf Iwlll
6000 sr {
i {
LOT 5,
BLOCK
t OPRSrCONLI D 8
0
7 LOT 6 1
40687 SF
M r 1°
r--
g K' TOTAL
OPEN PERCENTAGE
OF TOTAL PARKING TOTAL
PARKING
BUILDING USESPACE (SF) OPEN
SPACE REQUIRED PROVIDED 7,968 31%
36 36 MEDICAL' 7,991 31%
36 37 MEDICAL' 13,629 N/
A N/A N/A FUTURE , 11,947 N/
A N/A N/A FUTURE 28,391 20%
88 88 RETAIL 12,175 39%
20 22 MEDICAL 7,806 25%
10 10 RESTAURANT 8,935 22%
45 53 MEDICAL N/A N/
A N/A N/A FUTURE N/A N/
A I N/A N/A FUTURE 98,842 4
40 0
40
flo MM1 MM MMMMM
GRAPHIC SCALE IN
FEET III , The Nunnally
Studio ARhlbdm
I
bb6ao
I Rwl% 325 N. St
Paul Street, Suite 3100 Dallas, Texas 75201
Wt. 214-450-
9003 fax. 866.387.
7903 tuu K 'v
K I Ptl
6i
El I
I' A,_CEIC, FASP'
ENET pP'Eh:C
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A DI
LOT 7 - M
T M
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e
P R.
T.
c , LOT • T ` } 361 SF '( -(t -
EAST NORTHWEST HIGHWAY
STATE HIGHWAY NO.
26) VARIABLE WDTH RIGHT-
DF-WAY) CONCRETE TYPE OF
PAVING --- fit t 1s.,®
U) S.., fl ''.. .; '+ II
M -IJELTRI_IC C) c LL OCT 0
3_
16
PFCLIIRFG tt! ;
IGEWALI'
o o Z ID e
ALONG NW
HfW
f FRON i m LLI p 3:
G i Lw .- n
c m c o
m CASE NAME: DU'
rcri' bRUS COFFEE CASE NUMBER: CU21-
25 1011112021 LOCATION: LOT 4R2,
BLOCK 1 OPRYLAND SECOND ADDITION
AUSTIN MAYOR SECRETARY
M"
CARR ao
133775 ICENSEOf'
F2' rDATE: PLANNING AND
ZONING
COMMISSION R.W.- CHAIRMAN I I
I I DATE:
o,., 1w,
Doe SHEET. 1 OF
9 CI,*wl Br.
AMC Dnb: 0CT0BI 2w
Propatc 20N.T103
APPROVAL DOES NOT
AUTHORIZE ANY WORK hidlill ' I'i"
i'lit'IIiII I or1 81 Ntw4'xo.
NOTE: CONDITIONAL USE
REQUEST CU21-25 IS A REQUEST TO AMEND THE IN CONFLICT WITH ANY CODES OR MASTER SITE PLAN
SHRUBS SHALL BE
A MINIMUM OF TWO (2) FEET IN HEIGHT PREVIOUSLY APPROVED SITE PLAN OF CU18-19 (ORD. 2018-064) FOR ORDINANCES. IMMEDIATELY AFTER PLANTING,
HEDGES, WHERE INSTALLED, SHALL BE A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE 1 M PLANTED
AND MAINTAINED
SO AS TO FORM A CONTINUOUS, UNBROKEN, DEVELOPMENT OF A OF A 950 SQUARE FOOT RESTAURANT WITH A DEPARTMENT OF DEVELOPMENT
SERVICES SOLID, VISUAL SCREEN
WHICH WILL 8E THREE (3) FEET IN HEIGHT DRIVE THROUGH AND OUTDOOR SPEAKFRS.I WITHIN ONE (1)
YEAR AFTER TIME OF PLANTING. C'
North
a
u"
SSI TE `
VICINITY MAP
NOT TO SCALE
KEYNOTES: SITE DATA I
g s
LOT AREA 0710 AC./30,906 SF 1
tl O ACCESSIBLE VAN PARKING STALL W/ACCESSIBLE PARKING ONLY SIGN ZONING CC -COMMUNITY COMMERCIAL )
a (
SEE SHEET CB 0 FOR DETAILS) PROPOSED USE DRIVE-THRU RESTAU
D STOP BAR
RANT
2 I TOTAL BUILDING AREA 950 S F 1
I BUILDING HEIGHT (STORIES/FEET) 1 STORY/24'-0' 1
D PARKING STALL, TYPICAL (18' X 9') DRAB REQUIRED I BUILDING COVERAGE 31% 1 Ti 0 2D 40
7,806 S.F f
BY LOCAL JURISDICTION. (SEE SHEET CB 0 FOR DETAILS) LANDSCAPE AREA 7,806 S.F I
L'
1J j}
4O DIRECTIONAL ARROW (SEE SHEET CB 0 FOR DETAILS) PERYIOUS SURFACE I GRAPHIC SCALE IN FEET c a PILO,
w c
23,t00 S.F.
SO ACCESSIBLE ROUTE FROM PUBLIC ROW (
IMPERVIOUS SURFACE
LANDSCAPE PERCENTAGE 25% I 3" = 20'
iq O CONCRETE WHEELSTOP I PARKING REQUIRED IT/1005F.) 10 i Il lip 1II 1 Il ill hl b
SEE SHEET CBD FOR DETAILS) PARKING PROVIDED: SPACESSPACES ----
DUTCH BROS COFFEE ENGINEER 7O TRASH ENCLOSURE.14'X24' MINIMUM DRAB REQUIREDBY LOCAL JURISDICTION,W/ ACD/Pla- PARKINGACCSSIBLE
E(RED —
NAWAY ASSOCIATES, LLC
LOCKING GATES AND SITE LIGHT (REFER TO SHEETS AS)0-A9.1 FOR DETAILS,
JEFFREY BENNEET DUJEF
BAILEY
COORD W/ LOCAL REFUSE SERVICE PROVIDER FOR MIN. REQUIREMENTS AND NOTES
4TH STREET
DU . _
GRANTS PASS, OR 97526 FORT WORTH, TX 76107
CLEARANCES) _
PHONE 2748421588 PHONE 817.3351127 O TRASH LOADING ZONE, COORDINATE APPROACH AND ORIENTATION OF TRASH
1. OUTDOOR STORAGE AND REFUSE DISPOSAL SHALL BE
CONTACT. AUSTIN CARR, P.E. ENCLOSURE W/ LOCAL REFUSE SERVICE PROVIDER LANDSCAPED AND SCREENED FROM VIEW iIII I , The
OG"PORTLANDCEMENT CONCRETE W/ TOPICAL BLACK STAIN,ATTRASH ENCLOSURE 2. MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING AIR Nunnally AND AT
DRIVE-THRU WINDOW, DRIVE-THRU CONC PAD. MIN. 60', UNLESS NOTED CONDITIONING UNITS SHALL BE DESIGNED. INSTALLED AND PROPERTY OWNER
OTHERWISE OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PR sPR
OPERTOD
PDEVEENTNOIILP
PROPERTY. ALL SUCH
EQUIPMENT SHALL BE SCREENED FROM Studio WES1000 TEXAN TR
STE 200 10 WALK-UP
SERVICE WINDOW MEW EW Alchib°bEnI
dltMan I Planning GRAPEVINE, TX 76051
t1 6" BOLLARD W/ DB BOLLARD COVERS, BOLLARD LOCATIONS VARY FOR INDIVIDUAL 3 ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH 325 N. SG Paul Street, Suite 3100 STORE DESIGNS, SEE
FLOOR PLANS NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND Dallas, Texas 75201 12 CONC. "RUNNERS"
SIDEWALK, MIN. 5' WIDE ON DRIVER'S SIDE OF DRIVE AISLE q THE MASONRY REQUIREMENTS OF SECTION 54 SHALL BE MET. Ed 214450-9003
faX. 866.387.
7903 13 PREFERRED GREASE
INTERCEPTOR LOCATION 5 ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION LOT 2R, BLOCK
1 14 POLE MOUNTED STATIC BACKLIT LED MENU BOARD, BY OTHERS, PROVIDE POWER CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF OPRYLAND SECOND ADDITION
AND DATA IN WEATHERPROOF J-BOX, REFERENCE SHEET SP1 t CONSTRUCTION. u INSTRUMENT NUMBER
Am-
aAx°vnun
D218210274 t5 PAINSTRIPING. AND AFTER CONCRETE MEDIAN, STRIPES 4"WIDE, 24" 6. SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT uxuExr P.R T.
C.T. OCT WHITE IMMEDIATELY AFTER PLANTINGHEDGES. WHERE INSTA , IxsnuMExrx°.Rawwv - ZONING CC
SHALL BE
PLANTED AND
MAINTAINED SO AS TO FORM A 16 ESCAPE LANE W/
STRIPING, STRIPES 4"WIDE, 24"O.C, CONTINUOUS, UNBROKEN, SOLID, VISUAL SCREEN WHICH WILL SAFETY WHITE BE THREE (
3) FEET IN HEIGHT WITHIN ONE (1) YEAR AFTER K-gs 17 6"
CONCRETE CURB TIME OF PLANTING. 18
CLEARANCE BAR SITE
LEGEND xo uavxm er ° IX-12'
w /- EX
12"w- 19
ROLLED CURB ROLLED
CURB TO I INSTALLED FOR 25'
RADIUS
PER AGREED UPON N"P —DO.— 110
DIED WATER LINE1. VA_RIANCE FROM 35'
RADIUS REQUIREMENT E SEWERUN SARARY 10'
PARA
EAS"IN / BDONDAPY
n
ADlO1NER5
N
BY
SEPARATE
INSTREIAIEN7)
h/
l / - - x PROPOSED
DOMES77C
d I
I EX57ING AREA
INLET _ <Ou<PEIE 111111PROPOSLINE RGROUND
IRRIGA n0M METERSi 1D . / / lBUILDING $ETBAEK UE
ELECTRIC
LINE m LS I ,
U.". BOX I
l — —
1CT
NO D31R3t°.>, — — YARD SETBACK
EXISTING
WATER UNf
ta uTUiv LRRE»ENT IRI
IExi / 'FO't "X
CUT / EXISTING
SEWER LINE 3 pR
IN CONCRETE / EAS[MEM
VARIABLE WIDTH DRAINAGE N8938'S8
E \ 288.48'
f /D I EASEMINT (BY PU7) / \I ® - - - _ . _ . — . — . _ FIRE LANE EXISTING ws
LINE
P ESRw, PYt i[x
PROP. T1PE-2 132.771 r - - - -/ 1•IBJ•--------------- PROPOSED CANOPY
EXISTINGUND GPOUNO •; tt1111
N / '----- ELECTRIC
LINEER CURB
IN / PROPOSED CURB EXISTING
WATER METER
EXISTING STORM DRAIN EXISTING FIFE
HYDRANT •O m COORDINATE POINT EXISTING WATER VALVE
j VA BIEWDTH UAL) iI\
p• --- —
FIXING COUNT EXISTING SWE0.
MANHOLE
EASEMINi (BY PUTa H In I
PPS.. ,// CASE NAME:
DUTCH
BROS
COFFEE
CASE
NUMBER: CU21-25 I I w
14 LOCATION: LOT 4R2,
BLOCK 1 6
t5 /
OPRYLAND SECOND ADDITION p 0
sa
I \
Ip/ / ofo,o,Iz
qq rz' rz' FUTURELOT 'z RZO /
T
78 / POINT
COORDINATES TABLE MAYOR SECRETARY c) 'a"
IFI CONCEPTUAL PLAN POINT III INSCRIPTION NORTHING
I EASTING O N T< ZONING CC \ / , p„P.,r cwx. T4zRSRR aeR, z, ,xR51 DATE: tb 1 z ° IHER =wTa,Pzo5a1 M
Rya P4' \ I s P,.P.Er
LUILLLOT `lRI. BLOCK 1 Ia4.Y
C1 (y \ I ' "'°P""<""` T0°"6060 30 PLANNING
AND
ZONING COMMISSION m 1;3 0 720 AC /31.371
S.F.
1 ` / W \ / ! EX cavorcTC I a Pr.
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saw
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F
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rsaes°°
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D;
N m N 25' ll j
c, / SHEET 2
OF
9 Qi Z c V d ZONING. CC 0 .m '> > (/1 wa 1
11 LOT
5,
BLOCK
1APPROVALDOESNOTAUTHORIZEANYWORKLaoOPRYLANDSECONDADDITION = O -00 .- 0 I_
INSTRUMENT NUMBER N
CONFLICT WITH ANY
CODES OR a
p aoC9 2 11 4 / D182102 4 ORDINANCES. I
B1.R / 1 I \ / P R
T.C.T. 1O/11/
2021 a DEPARTMENT OF DEVELOPMENT SERVICES wup EXLsnNc
TIRE f T 4 HYDRANT l - - - - - - -
µf NVA 739 -- __ _ / / /
CONDITIONAL USE
REQUEST CU21-
25
IS
A
REQUEST TO AMEND THE „,^; ","• A3!?,„ P N18. 5'03" 1 Ex c°
xarcTE
z - n c
N, s• CRDsswALx ( ) 133775 '
p
a 4 / /
PREVIOUSLY APPROVED SITE PLAN OFCU18-
19 ORD. 2018-064 FOR osT{EiTTm ate°" - / / ,° wLwE ,o -xPR EAPLANNEDCOMMERCIALCENTER, SPECIFlCALLY
TO ALLOW
FOR THE ROLIFD CURB TD BE INSTALLED v°wuETw. P GE '' f l IgNS l 3 / 18 - FAR 25'
RADIUS PER AGREED
l ss PACE z°o. DEVELOPMENT OF A OF A 950 SQUARE FONT RESTAURANT WTH A SS/ CNG2 UPON VARIANCE FROM 35' l DRIVE THROUGH
AND OUTDOOR SPEAKERS - /M-+`fA•.. NVA / -- i RALNUS REW/REMEN7 / - - - - - - - - - - - - - - - -
h / / I _/_---_.------
I
11 it 10 / / ReNRIRna:
NYN:R°:
E cIH.64 _
1 —--------- SITE
N RRNx4R,a.NaXT I --------
E
p I
p.AT<T.
xARxma.°HN - ----- - - ----------- N4534'34"W 28.31'
R_13DDD---- - ' --
B - ------ -- _-_------ 7--_--/----------... FOR z4 24•SS --EX24
SS / ( I I
5897853"w 79.89' RERWxRaA1 BFR DUTCHBROSCOFFEEFOUND1/2- IRON ROD V4TH CAP
STAMPED - NA+rm nmx ' 16" W 1 (/ SPRY
RPLS 5647' EGA
EX-GA5 • , T
I 1 ; LOT
4R2,
BLOCK 1 pmm
Br. COB
d=22 3T44 ____ -_ I _ rt ® I - - - - N89'
28'44E 178.38' - - _ _AMC BM
X-CUT IN CONc R=
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00 , -elIX-tz'SS IX-1Z'S, OPRYLAND SECOND
ADDITION, d 0
L=51.34
GRAPEVINE, TARRANT COUNTY TEXAS "
a 0Cf BERH. °" x-1zss \ C8=N7972"23"
w
IX-12
N w
x EXSnNG FlRE FOUND X CUT
IN HIM X-
CUT IN CONC. PDRCF. i921.TASW3 CL=51.01 /...11 HYDRANT
DDN<.=It 30,
906S .F./0.710 ACRES NIIIII 11 11 0.,i l xs FOUND 1/2- IRON ROD uWITH CAP
STAMPED
d=2237'44" `Cu wvxq?piu srae ZONING: CC DIMENSIONAL SPRY FEES 5647' R=
130.
00 E. NORTHWEST
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NO. 26) " aRaH: ,
2 P' (El ° P° R (N, LS1 T<.<EEa.. E PROPOSED
USE:
DRIVE RESTAURANT
w /
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01 CONCRETE TYPE OF PAYING /V
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DUTCH BROS COFFEE ENGINEER
North JEFFREY BENNET7 DUNAWAY ASSOCIATES. L L C
110 4TH STREET 550 BAILEY
GRANTS PASS. OR 97526 FORT WORTH, TX 76107
PHONE 214 842 1588 PHONE. 817.3351121
e
CONTACTAUSTIN CARR, P.E. Y
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PROPERTY OWNER n
SITE +
WESTWOOD GROUP DEVELOPMENT NO II LP 1000
TEXAN TR. STE 200 GRAPEVINE.
TX 76051 C
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EDGING. 1/4"BLACK NOTE:
SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT IMMEDIATELY AFTER
PLANTING. HEDGES, WHERE INSTALLED, SHALL BE PLANTED AND MAINTAINED
SO AS TO FORM A CONTINUOUS, UNBROKEN, SOLID. VISUAL SCREEN
WHICH WILL BE THREE (3) FEET IN HEIGHT WITHIN ONE II)YEAR AFTER PLANTING. L
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NEEDED FROM DAMAGE DUE
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CHART ZONING CC-
COMMUNITY COMMERCIAL SITE AREA
30.9065F BUILDING AREA
950 SF INTERIOR LANDSCAPE
10%OF
PARKING ARE TO BE LANDSCAPE REQUIRED PROVIDED
7300 SF
X 10% 230 SF 442 SF ONE TREE
FOR EVERY 400 SF INTER. LANDSCAPE 230SF / 400
SF 1 TREE I TREE 9' MIN,
PARKING ISLAND WITH ONE TREE VERY 12 SPACES PROVIDED 9' MIN.
PARKING ISLAND WITH ONE TREE AT END OF EVERY ROW PROVIDED PERIMETER LANDSCAPE
PARKING AND
VEHICULAR USE TO BE SCREENED FROM ADJACENT PROPERTIES 7 MIN.
STRIP WITH SCREENING SHRUBS NORTHWEST HIGHWAY
PROVIDED NORTH PROPERTY
LINE PROVIDED EAST PROPERTY
LINE PROVIDED WEST PROPERTY
LINE PROVIDED WHEN PARKING
ABUTS RIGHT OF WAY IS LANDSCAPE
AREA 15, 25' WITH SCREENING
SHRUBS PROVIDED ONE TREE
FOR EVERY 50 LF OF PERIMETER AREA NORTHWEST HIGHWAY
155 UP 50 3TREES 3TR NORTH PROPERTY
LINE 136 LF ! 50 3 TREES 0 TREES / UTIL ESMT. EAST PROPERTY
LINE 227 LF / 50 5 TREES 5 TREES WEST PROPERTY
UNE 215 LF/50 4TREES 5TREES OPEN SPACE
15%OF
SITE TO BE LANDSCAPE 30.906
SF X 15% 4,636 SF 7.806 SF 50 %OF
LANDSCAPE TO BE IN FRONT YARD 4,636
SF 50% 2,318 SF 3,966SF ONE TREE
FOR EVERY 2500 SF 30,906
SF / 2500 SF 12 TREES 14 TREES CASE NAME:
DUTCH BROS COFFEE CASE NUMBER:
CU21-25 LOCATION: LOT
4R2, BLOCK I OPRYLAND SECOND
ADDITION MAYOR SECRETARY
DATE: PLANNING
AND
ZONING COMMISSION ll:Gl
iL I DATE: SHEET.
3
OF 9 APPROVAL. DOES
NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES. DEPARTMENT
OF
DEVELOPMENT SERVICES LANDSCAPE PLAN
FOR N89'
28'
44'E i78.3B• DUTCH BROS
COFFEE LOT 41112,
BLOCK 1 OPRYLAND SECOND
ADDITION, GRAPEVINE, TARRANT
COUNTY TEXAS 30,906
S.F./0.710 ACRES ZONING: CC
PROPOSED USE:
DRIVE-THRU RESTAURANT I I _
ills, - The
Nunnally Studio
A.
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I IM.Im I IIIII 325 N.
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MATERIAL COMPOSITION
FRONTELEVAPON:
STUCCO - 206 S.FJ40%
MASONRY -48 S.F,/9%
FIBER CEMENT SIDING - 202 SFJ40%
GLAZING - 57 S.F 111%
LEFT ELEVATIONSTUCCO -630 S.F./fib%
MASONRY -82 S.F 19%
FIBER CEMENT SIDING - 183 S.FJ20%
GLAZING - 26 S.Ff3%
1
FRONT ELEVATION.
STUCCO - 645 S.F /73%
MASONRY- 124 S F./14%
FIBER CEMENT SIDING - 38 S.F /4 %
GLAZING -74 S.FJ9%
FRONT ELEVATION,
STUCCO -331 S.F./75%
MASONRY - 14 S.F33 %
FIBER CEMENT SIDING - 96 S.F./22%
GLAZING - 0 S.F.
MATERIAL COMPOSITION
MASONRY- ELDORADO STONE
STUCCO - DRYVIT / STO CORP
FIBER CEMENT SIDING - NICHIHA
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MONUMENT SIGN BY OTHERS - REFERENCE ONLY
3 2 t PRE- FINISHEDPARAPET
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A7 D COLOR TO MATCH
PRE -FINISHED PARAPET 1B- CCAPFLASHING,- -
COLOR TO MATCH
PRE -FINISHED PARAPET STUCCO FINISH
CAP FLASHING. COLOR OB DARK GRAY
CASE NAME: DUTCH BROS COFFEE
CASI_ NUMBER: CU21-25
LOCAT ON: LOT 4R2, BLOCK 1
amE WEwarxLyr=ro
OPRYI AND SFCOND ADDITION
MAYOR SFCRFTARY
DAIS:
PI ANNING AND ZONING COMMISS ON
CHAIRMAN
DAIS:
SIVEE): 4 or 9
APPROVAL DOES NO' AUIHORIZE ANY WORK
IN CON-LIC- W T t ANY CODES OR
ORDINANCES.
0 IOSCALE. D-PAR-MENT OF DEV='_OPMENT SERVICES
COLOR TO MATCH
1A
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FASCIA - METAL FASCIA, FLAT 3 SIDES, COLOR: BLDG OB III
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NATURAL
NORTHWESTERN SPRUCE 1xB, TBG, 1/8' REVEAL 6
COLUMNS ELDORADO STONE CLIFFSTONE, BANFF SPRINGS C.I.R. PER MFR NOTE.
PROVIDE 3"12" SMOOTH DOWNSPOUTS, AND ALL NECESSARY ADAPTORS, AT AWNING AND CANOPY LOCATIONS, COLOR BLDG
OB DARK GRAY J
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BY
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TO NEAREST DOWNSPOUTS TO
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OR STORMWATER 5 nvrcewp¢w
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OVERFLOW i, LANLIGTO NEAREST DOWNSPOUT
HT -
STONEVENEERCD
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ELEVATION - WALK-UP
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10
FRONT ELEVATION - Al SCALE: 114" = V-0" SCALE: 1/4" =
T-O" 18v The
Nunnally Studio Arch,tecWre I
Interiors I
Planning
325
N. St. Paul Street, Suite 3100
Dallas, Texas 75201 tel. 214.450-9003
fax, 866.387.
7903 CONSTRUCTION DOCUMENTS Q
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2021
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20a1 Prgect # 2021.TX3003
Sheet NamelNo. BUILDING ELEVATIONS
GRADING LEGEND
r1 -- PROPOSED CONTOURv
FULL -DEPTH SAWCUT
1.5Z PROPOSED iIDW ARROW/GRADES
I
DRAINAGE SWALE
HP— — — — — — — — HP GRADE FREAk
FF FINISHED FLOOR ELEVATION
FIGFINISH[D GRADE
c
Ft F10W IINF
Pfi Tc
GT GUTTER
TOP OF CURB
LOT 2R, BLOCK I WARNING"
TC
l
OPR YLAND SECOND ADDITION UNDERGROUND UTILITIES n TOP OF INLET
INSTRUMENT NUMBER
D218210274
IN THIS AREA'! CONTRACTOR
TO CONTACT UTILITY LOCATING
l
TP TOP OF PANEMErvT
P R T C T SERVICES 72 HOURS PRIOR
TO CONSTRUCTION ACTIVITY SW IN VAE
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1 613 612 I - —
I1G61325
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TO 614 25
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G 613 80 TC
12 45ITMA301 / C 6
AN-11/
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TO 61a 62 W /
IC 615 IO - G 614 72 /
61460
G 615
TO 6/55
G 615 00,
fiC.61.$91 FF 61540 G 614800
LOT ART, BLOCK i
0 720 AC /31,371 SF
Wp '? AT 61640 c1nED /
I TO 616001 L1LL• / LOT 4 ,BLOCK 1
I G 01550 O W p V 0710 ACC 0,906 SF
I1 I
l by
N
Tfi1555 /
IC 61640
IG 61590
G 61525
I I I /
TO 616 70 LOT 8, BLOCK 1
G 616.20 N, \ \ / 1 OPR YLAND SECOND ADDITION
TC 61640 TP 6/640 TC 61609, l j I / INSTRUMENT NUMBER
G 61590 / G 6/559 ).
TO 61510E ME / D18210274
M61623 I I G6160t ME /
PR TCT
iP 61553 •
TC 616 'S I . i \TC 616 61/ \ /
G 61625 / TP 615. ]3 T G 616 11 1 --1-
TC 6165
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l
G 6161 616 TP 61648 /\I G616 i5. ! /
I TO M 78
If
IP 616 }7/ I G 61660 / _--_-
J 1 F PRrc1 /
u cewnou / l 10 61 24t ME
I G 61674f MEwnxeoerotxcns \\
TH 618.22 ME
I
0BM %-CUT IN CONIC
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PM X-CUT IN CONC
E. NORTHWEST HIGHWAY
STATE HIGHWAY NO. 26)
k , , „ry +t
VARIABLE MOTH RIGHT-OF-WAY)
CONCRETE TYPE OF PAVING
20 0 20 40
I I I
GRAPHIC SCALE IN FEET
1" = 20'
1-1 TO r[MITAA1_
CALL 811 (TEXAS 311) OR OTHER UTILITY LOCATING SERVICES 48
HOURS PRIOR TO CONSTRUCTION ACTIVITY DUNAWAY ASSOC, LP
IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR
DEPICTING EXACT LOCATIONS OF UTILITIES ON DRAWINGS
CRITICAL
LOCATONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE
BASED ON PUBLIC RECORDS THE CONTRACTOR IS COMPLETELY
RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES, BOTH
HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF
ANY CONSTRUCTION
JP 11 RFI11A7701 11TF
IF ANY EXISTING UTILITY POLES, POWER POLES, GUY WIRES
TELEPHONE UTILITIES, ETC ARE FOUND TO BE IN CONFLICT W1M
THESE CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACTTHEAPPROPRIATEUTILITYTHEANDCOORDINATETHE
RELOCATION OF ANY/OR ALL SUCH URLITLES (NO SPECIAL IN
L'GNTRAfTDR ADVISORY
THE CONTR4CTOR, AND HIS AGENTS (SUB —CONTRACTOR, ENGINEER,
SURVEYOR, ETC) ARE COMPLETELY RESPONSIBLE FOR THE
VERIFICA77ON OF THE ACCURACY OF THE DIMENSION CONTROL
FURNISHED HEREIN ME OWNER, AND HIS AGENTS, ARE NOT
RESPONSIBLE FOR ME ACCURACY OF ME COORDINATES
FURNISHED THE CONTRACTOR 15 REOUIRED TO VERIFY ALL OF ME
COORDINATES FOR ACCURACY AND CONFIRM THE LOCATIONS OF
ALL UTILITIES TO BE CONSTRUCTED. BOTH HORIZONTALLY AND
VER FISCALLY DISCREPANCIES FOUND BY THE CONTRACTOR SHALL
BE REPORTED IN WRITING, TO ME OWNER IMMEDIATELY FOR
RECONCILIATION
BENCHMARKS
PRIMARY BENCHMARK
CITY OF GRAPEVINE, R ALUMINUM ROD WITH CAP SET OYCOVERBELOWACCESSCOACCESSCOVERISSTAMPED, "CITY OF GRAPEVINE,
M E O MONUMENT IS LOCATED AT ME KEAVIN LA STATIONHEADQUARTERSTHECORPSOFENGINEERSATIRGRAPEVINELAKEHUBLISHDELEONFAIRWAYDRIVE (110 FAIRWAY DR) PUBLISHEDELEVATION = 58576' SITE
BENCHMARK CONTROL
POINT 51, BOX
CUT MBI X'AT ME NORTHWEST CORNER OF AN EXISTING STORM
DRAIN INLET ON THE NORTH SIDE OF NORTHWEST HIGHWAY STATE
HIGHWAY NO 26) APPROXIMATE 408 3 FEET EASTERLY FROM
ME CENTER LINE OF BOYD DRIVE AND 3 1 FEET NORM FROM
ME TOP BACK OF CURB NAD83
TXNC GRID COORDINATE N
7,028'32082 E
2,4OZ.71I ELEVATION = 61680' CONTROL
POINT 52 BOX
CUT WIN "X" ON AN EXISTING CONCRETE WALK (BACK OF WALK)
ON ME NORM SIDE OF NORTHWEST HIGHWAY (STATE HIGHWAY
NO 26) APPROXIMATE 67 FEET EASTERLY FROM THE CENTER
LINE OF BOYD DRIVE AND 138 FEET NORM FROM ME TOP
BACK OF CURB NAD83
TXNC GRID COORDINAIE N7,
028,328 06 E. 2,
407,37396 ELEVATION = 61987'
CONDITIONAL USE
REQUEST CU21-25 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED
SITE PLAN OF CU18-19 (ORD 2018-064) FOR A PLANNED
COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT OF
A OF A 950 SQUARE FOOT RESTAURANT WITH A DRIVE THROUGH
AND OUTDOOR SPEAKERS (OUTDOOR SPEAKERS ONLY IF USED
FOR BACKGROUND MUSIC) I CASE
NAME:
DUTCH BROS COFFEE CASE NUMBER
CU21-25 LOCATION: LOT
4R2, BLOCK 1 OPRYLAND SECOND
ADDITION MAYOR SECRETARY
DATE: PLANNING
AND
ZONING COMMISSION CHAIRMAN DATE:
SHEET
5
OF 9 APPROVAL DOES
iJOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES DEPARTMENT
OF
DEVELOPMENT SERVICES i IIa
IPIT
MINI 1141111 Ili Ilg1111 lllC ldlhlJIWIWIIiblldYlll. I The
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5t Paul Street, SUlte 310D Dallas, Texas
75201 tel. 214-
450-9003 fax 866387.
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PRELIMINARY GRADING PLAN
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LOT 2R, BLOCK 1
OPRYLAND SECOND ADDITION
INSTRUMENT NUMBER
D218210274PRTCT
WARNING"
UNDERGROUND UVVRES
IN THIS ARE411 CONTRACTOR
CONTACT UPUTY LOCARNG
I
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DRAINAGE LEGEND
I — cl)c---------- E%ISTIN--DCUR
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F%ISTING STORM DRAIN
VROROSLD STORM DRAIN
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aN /' tea.-. D-s Fx-s• Exa-s,
10' CURB INLET l
TOP: 612.50 /
FL 18 606.35
l ` - CONVERT EXISDNG
18" 45' BEND DROP INLET INTO A /
1
FL 18'.• 606.76 L—..J _ -. __ _ /.4'x4' JUNCDON BOX /
TOP.- 612.00 /
m — ".,.. — mill
R : .:..
FL 18" 606.23—
v
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F`
18.7 LF 18" SD LINf A-1 ®0.50% Q% r $" -
l
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fL 18"• 606.68 STORM SEWER l
END 18" w/PLUG
FL 18 606.82
12" 45' BEND 1 ( 0 4.17%
T IT
FL 12" 607.22
I I /
I ' A -lc / ' !
l
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FL 12"• 610.74 o /
LOT 5. BLOCK 1
doh INSTRUMENT NUMBI / OPRDRTION
D182TCT18
2 x2' GRATE INLET , ` l ` l
y
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FL 12".• 611.53 6
I
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I%D
E. NORTHWEST HIGHWAY
STATE HIGHWAY NO. 26) 111-,/, I-- „ Es. /„F
VARIABLE WIDTH RIGHT-OF-WAY)
CONCRETE TYPE OF PAVING
20 0 20 40
I I I
GRAPHIC SCALE IN FEET
1" = 20'
CONDITIONAL USE REQUEST CU21-25 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU18-19 (ORD 2018-064) FOR
A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE
DEVELOPMENT OF A OF A 950 SQUARE FOOT RESTAURANT WITH A
DRIVE THROUGH AND OUTDOOR SPEAKERS (OUTDOOR SPEAKERS ONLY
IF USED FOR BACKGROUND MUSIC)
I
CASE NAME: DUTCH BROS COFFEE
CASE NUMBER: CU21-25
LOCATION LOT 4R2, BLOCK 1
OPRYLAND SECOND ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET 6 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORE'
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
r
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325 N. St Paul Street, Sutte 3100
Dallas, Texas 75201
UA 214-450-9003
fax 866387.7903
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R. Wfm. PRELIMINARY DRAINAGE
PLAN
RATIONAL METHOD RUNOFF CALCULATIONS
AREA
AREA(ac.) Tc
C7 19C1
C1'A
Qt 15 Q5 1100 Il COMMENTS
NAME I inthrB ) ( ) cts inlhr ) cfs ) inlhrI { ) cfs
3 4 5 6 7 I 6 7 8 9 10
Runoff Data
A-1 1.36 10.00 0.90 1.22 406 497 5,74 7.03 9.24 1132 Existing Basin per Grapevine Station Plansi
A-1a 0.72 10,00 0.90 0.64 406 261 I 574 3.70 9.24 5.95 Undevebped remaiMerot Lot4
A -lb 0.20 10.00 0.90 0.18 406 0,71 I 574 101 9,24 162 SITE
1 A-1c 0.35 10.00 0.90 0.31 4.06 1,28 I 5.74 1.81 9.24 2.91 SITE
A-td 0.70 10A0 0.90 0.09 406 038 I 574 0-54 9.24 086 SITE nAtOflta otisde facilities
COMPUTATION SHEET FOR DETERMINING DEPTH OF FLOW FOR GRATES AND AREA INLETS IN SUMPS
AREA INLET AREA INLET INLET OPENING 5 YEAR FLOW VERSUS DEPTH AT SUMP 100 YEAR FLOW VERSUS DEPTH AT SUMP
OPENNG, OR OPEN HT., OR NET 5 YEAR DEPTH DEPTH DEPTH OF FLOW 100 YEAR DEPTH DEPTH DEPTH OF FLOW
GRATE GRATE CLOGGING OPEN NET FLOW ASSUMING ASSUMING ATSUMP FLOW ASSUMING ASSUMING ATSUMP
A INLET NO LENGTH WIDTH FACTOR AREA PERIM. 00 ORIFICE FLOW WEIR FLOW Y 00 ORIFICE FLOW WEIR FLOW Y
Stang LD.) LOCATION FT FT SOFT. FT, C.F.S. FT. FT FT CFS. FT. F7 FT. NOTES
1 2 0 4 5 6 7 I 12. 12d '2e 12f 13 14 15 16 17
1Grate Inlets
1 2 A-1 b 200 2,00 50% 4,00 ( 8.00 I DII 0 009 0 992 0.19 I 162 0 023 0 264 026
I I
COMPUTATION SHEET FOR DETERMINING CAPACITY OF CURB INLETS IN SAGS AND SUMPS
INLETPARAMETERS NOTES
PERCENTAGE MAX MAX MAX CONTROL INLET LENGTH OF 100 YEAR
PERCENTAGE
GUTTER GUTTER SPREAD DEPTHOF SPREAD INLET DEPTH CAPACITY INLET CARRYOVER PERCENTQ100
LEFT RIGHT
GUTTER GUTTER FLOW FLOW OF FLOW GUTTER FLOW FLOW OF FLOW DEPRESSION AT OPENING PER FOOT OPENING L INLET INTO CAPTURED BY
INLET NO SLOPES. SLOPE So FROM LEFT FROM RIGHT AREA AREA 1 Qa Y. T' a Y OvL OR P CAPACITY OVERFLOW SUMP
Sump ID) STATION FT/FT FT.IFT iID) (ACRES) FT) ICES) FT) FT) FT) 1-FT MAX ) CFS/FT) FT) CFS) CFS) 110
1 1 1 2 3 4 5 6 7 8 1 9 10 11 12 13 14 15 16 17 18 19
Inlets in Sumps
3 1 A-1c 1 0.0168 1 0.0440 1 50.0% 50.0% 1 A-1C 1 0.35 1 3.70 2.91 0.21 1 4.43 I 0.33 0.54 064 10 DO 1 6.36 1 0.00 I 100%
COMPUTATION SH ?ET - HYDRAULIC COMPUTATIONS FOR STORM DRAINS - STORM DRAIN HYDRAULIC CALCL LATIONS TABLE 100 YEAR HYDRAULIC CALCULATIONS
CONDUITS, SITE, ROUGHNESS PIPE HGL JUNCTION HEAD LOSS CALCULATIONS
FROM TO PIPE 100 YR RATIONAL C'A TIME OF CONCENTRATION I PIPE BOX CULV BIO I Calc Method
UPSTREAM) DOWNSTREAM) LENGTH
AREA AREA C100 INLET Ttravei TOTAL
nuu.
NTENSIT 0100 PIPE No. DtAh1 DDeptnl n St D7S U1S VI(N) V2(NUET
OUTy V1212g V2'72g K) iC)Vi 2g it14
AREA C1 A TIME INTENSITY RUONOFF RUNOFF0100BIYPASS Wdth
DESIGN PONT 1 FEET ID tac) (ac) MIN MN MN BJ,MR E CFS Ill CFS CFS CFS N FT FT I FT'FT ELEV ELEV FT/SEC FT/SEC FT FT j FT
1 2 3 4 5 1 6 11 1 12 13 14 16 17 I t8 i 19 20 21 22 23 24 25 26 27 1 28 29 0 31 32 33 I 34 35 36 37 39
LINE A-1 I
01+18.70 01+05.39 1331 A-1A 072 072 090 684 064 10.0 00 100 I 574 370 924 595 000 595 1 18 0013 0,003208 61078 I 69082 000 337 000 018 1.25 000 3
01+05.39 00+89.62 577 000 072 0.00 0.00 0.64 10.0 00 10,0 I 574 370 424 595 0.00 5.95 1 18 0073 0.00320: 610.63 ( 610.68 337 3.37 018 6t8 0.35 0.06 1
00+89 62 00+23 23 6639 A-18 020 0,91 090 0-18 082 100 CA 101 5.71 4.68 9,20 7,54 0.00 7 54 1 1 B 0 013 0005150 61014 1 61048 337 427 ', 018 0,28 075 1 013 2
00+23.23 00+00 00 2323 A -IC 035 1,26 090 0.31 113 100 04 104 566 6,42 9A2 10,34 0,00 10.34 1 18 0.013 0 009699 609,52 60975
I
4.27 585 028 053 050 1 014 2
LAT A-1 b I
i
01+50 59 01+24 13 2646 A-18 0 20 0.20 090 018 018 100 00 100 ( 574 1.01 9,2 1622 000 1 1 62 1 12 0 013 00226601 611 28 j 611 BB 0 00 661 000 068 I 125 1 000 3
01+24 13 00+07.07 117 06 0 00 0.20 0-00 0.00 0,18 10.0 0 0 10,0 ( 5.74 1 01 9 24 1.62 0.00 1,62 1 12 0,013 0.003132 610 74 611.11 3 74 6 15 0 22 0,59 I 0.00 0 00 4
00+07.07 00+00.00
I i
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I
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I
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1.62 1 12
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0 07 0 07 0.35 0.02
1
i
NOTES
1 EXISTING DRAINAGE IMPROVEMENT DATA MAY BE OBTAINED FROM THE CONSTRUCTION PLANS OF
1.1. GRAPEVINE STATION LOT 2R, CITY CASE NUMBER CU20-08 (REFERENCE 1. 1), AND
1.2 GRAPEVINE STATION NORTH - PHASE i, CITY JOB NUMBER 7870012 (REFERENCE 12).
2. THE EXISTING STORM SEWER SYSTEM LOCATED AT THE NORTHEAST CORNER OF THE SITE IS SIZED
FOR THE RUNOFF OF LOT 4 PER HYDRAULIC CALCULATIONS FROM REFERENCE II.
3 CALCULATIONS SHOWN HEREON ARE FOR PROPOSED IMPROVEMENTS AND UTILIZES THE DESIGN
HYDRAULIC GRADE LINE (HGL) FROM REFERENCE 1.1 AT THE EXISTING STORM SYSTEM CONNECTION
INVERTELEV. Tfc
DESIGN OR RIM
Hk HGL FROM TO ELEV COMMENTS
FT ELEV FT FT FT
39 40 41 42 43 44
022 611.04 60682 1606.76 613 92 S1onm Pipe Extended for future devebpm0nt
0,10 610711 606,76 60fi.68 613.68 Band
0 15 610 63 606 68 606 35 613 74 ( Wye LAT A-1 b
039 610.14 60635 606.23 612.50 Curb inlet
60952 =Starting HGL
0 85 6t2 73 6 1 53 i 6to 74 615 53 Grate Inlet
O10 61121 690.74 607,22 616.17 Bend
0,10 61074 ( 607.22 606,93 61396 Bend
610.63 i = Stel HGL
CONDITIONAL USE REQUEST CU21-25 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF 1118-19 (ORD 2018-064) FOR
A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE
DEVELOPMENT OF A OF A 950 SQUARE FOOT RESTAURANT WITH A
DRIVE THROUGH AND OUTDOOR SPEAKERS. (OUTDOOR SPEAKERS ONLY
IF USED FOR BACKGROUND MUSIC)
CASE NAME. DUTCH BROS COFFEE
CASE NUMBER: CU21-25
LOCATION LOT 4R2, BLOCK 1
OPRYLAND SECOND ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
SHEET 7 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
The
Nunnally
Studio
ARhaaWn I mason I Planning
325 N. St Paul Street, Suite 3100
Dallas, Texas 75201
tel 214-450-9003
fax 866.387 7903
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1
I POINT COORDINATES TABLE
IPOINT # DESCRIPTIONINORTHINS Isw STING
PMA nnc
METER aessaoo Ts.z osw
z RIR. oN .- I -sT s... I LIKI". eon
STA 0+00.00 ^- BEGIN SSWR-A
CONNECT TO EX. 8" SS STUBOUT
INSTALL: 4' DIA DROP SSMH
RIM= 613.70
FL EX. 8" 605.00 (FIELD VERIFY)
FL 6" IN = 609.83 SE
DROP CONNECTION)
N 7028550.22
E 2407494 59
LOT 2R, BLOCK 1
OPRYL.AND SECOND BEER ON
INSTRUMENT NUMBER
021821027A
PR T C T
N
X 8" SS OCW SS
EX 17W INSTALL
1.5' SERVICE n NF UnurY EASEMENT w/
i" IR RG. METER (BY SEPARATE /NSMUEN7) BE
INSTALL 1.5" SERVICE w/
2" DOM. METER NK_
P -z__1-- I
I VARIABLE
WIDTH UTILITY J T
as
SS EV_E S5 DRCr
RL£T EX-
17 Wy- F
UTILITY
LEGEND PROPERTY
ROUNOARY AmOw...
ASEMENT
PROPOSED
WATER 11.1 PROPOSED
SANITARYSFWER LINE PROPOSED
IRRIGATION LINE GAS -
PROPOSED GAS LINE UE -
PROPOSED
UNDERGROUND E
1E1TR11 LINE FXISTwGWATER
LINE EXIS1;
NGSLWER LINE i..,
EXIST LNG 6ASLINE E%
ISTING UNDFREEDI ND ELECTRIC
LINE EXISTING
STORM DRAIN R,
EXISTING WATER METER EXISTING
LIRE HYDRANT EXISTING
WATER VALVE EXISTING
SPRINKLER VALVE EXISTING
SEWER MANHOLE EXISTING
STORM MANHOLE EXISTING
STORM INLET EXISTING
LIGHT POLE EXISTING
POWER POLE EXISTING
ELECTRIC VAULT c
EXISTING TELEPHONE 80X EASEMENT (
BY PLAT) / I s- U
INSTALL
20 LF OF SS I r sW
ENCASEMENTCENTEREDI ( m
I ONSTORMCROSSINGiliooi)
hN STA
0+51.28 - SSWR-A 45'
WYE w/ CLEANOUT 1 I
FL 6" = 610.85 o o , h 87 LF UNDERGROUND l
N
7028514. 18 E
2407531.07 J o ELECTRIC LINE II 1.
1 o® STA
0+99.31 - SSWR-A od 2.79 LF 6" SS 45'
WYE w/ CLEANOUT 1. 00% I LOT
4Ri, BLOCK 0720
AC.(31,371 SIP FL
6" = 617. 34 T N
7028466. 76 cX ca+cRLTR E
2407531.37 n
I
3.
48 LF 6" SS Lor aR2. Block t IF1. D0% N ED U O71D AC /30.906 / m1ir2e2. r u, ^
I ALLSTA1+
02.78 SSWR-A 2 I 45" WYE
w/ CLEANOUT FL6"=611.
37 N 7028463.
71 v LOT S. BLOCK i OPRADDITION E
2407533.
84 I I LSp= INSTRUMENT NUMBER D18210274 P
R
Tc.r STA 1+
05.57 - SSWR-A 1 r-
o
EXIS77NG
GREASE
INTERCEPTORFIREREF MEP
PLANS) 1 HYDRANT FL6'=611.
40 N 7028463,
73 E 2407536.
61 1 I
cx
ca+
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uxaw EX-
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55 EX-24'SS Gam ExGat -
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LI,
EX1S77NG FIRE ft AWNT
FIE1, R,
WARNING** uNDERGRouNO
unL/
E. NORTHWEST HIGHWAY IN n!lS 4RE4 I CONTRACTOR - To coNrAcr
2"IrY LOCATING (STATE HIGHWAY NO. 26) SERViCEs 72HOURSPRIOR _ TO CONSTRUC
nON ACTIVITY MAI (VARIABLECONCRETE DTYPERIGHT-OF-WAY) RAVING AY) EX-12'
SS CeNARSTE "AX
BM X-
GILT IN CONC cam 0
2D
4D I I
I I 1
GRAPHIC SCALE
IN FEET I" = 2C'
W4RNINf, TO
I CALL 871 (
TEXAS 871) OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR
TO CONSTRUCTION ACTEITY DUNAWAY ASSOC, L P IS NOT
RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT
LOCATIONS OF UTILITIES ON DRAWiNG5. CRITICAL. LOCATIONS
OF
EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON
PUBLIC RECORDS THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR
LOCATING ALL EXISTING OPEL RES• BOTH HORIZONTALLY AND
VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION
UTILITY RFf
OCA PON NOTE IF ANY
EXISTING UTILITY POLES, POWER POLES, GUY MILES TELEPHONE UTILITIES,
ETC ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION
PLANS THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANY AND COORDINATE THE RELOCATION OF
ANY/OR ALL SUCH UPURES (NO SPECIAL PAY) y CXV
MACTTR AOVEORY THE CONTRACTOR,
AND HIS AGENTS (SUB -CONTRACTOR, ENGINEER, SURVEYOR, ETC)
ARE COMPLETELY RESPONSIBLE FOR THE VERIFICATION OF
THE ACCURACY OF THE DIMENSION CONTROL FURNISHED HEREIN
THE OWNER, AND HIS AGENTS, ARE NOT RESPONSIBLE FOR
THE ACCURACY OF THE COORDINATES FURNISHED THE
CONTRACTOR 15 REQUIRED TO VERIFY ALL OF THE COORDIN47ES FOR
ACCURACY AND CONFIRM THE LOCATIONS OF ALL UPOPES
TO BE CONSTRUCTED, BOTH HORIZONTALLY AND VERTICALLY DISCREPANCIES
FOUND BY THE CONTRACTOR SHALL BE REPORTED
IN WRITING, TO THE OWNER IMMEDIATELY FOR RECONCILIA PON
BENCHMARKS PRIMARY
BENCHMARK.
CITY OF
GRAPEVINE, ALUMINUM ROD STAMPED, CAP SETO 6' BELOW ACCESSCOVERRACCESSCOVERISSTAMPED. CITY OF GRAPEVINE MHE
O MONUMENT IS LOCATED AT THE WEATHER STATION RTTHECORPSOFENGINEERSATTHEGRAPEVINELAKEHEADQUARTERSERSONFAIRWAY =58 O6' (
110 FAIRWAY OR) PUBLISHED EL.
EVAnoN = sas 76' SITE BENCHMARK
CONTROL POINT
57, BOX CUT
WITH -AT THE NORTHWEST CORNER OF AN EXISTING STORM DRAIN
MEET ON THE NORTH SIDE OF NORTHWEST HIGHWAY STATE HIGHWAY
NO 26) APPROXIMATE 4083 FEET EASTERLY FROM THE
CENTER LINE OF BOYD DRIVE AND 31 FEET NORTH FROM THE
TOP BACK OF CURB PADEN TXNC
GRID COORDINATE N 7,
028,32082 E 2.
4OZ11557 ELEVATION =firs
60' CONTROL POINT
52 BOX CUT
WITH "X" ON AN EXISTING CONCRETE WALK (BACK OF WALK) ON
THE NORTH SIDE OF NORTHWEST HIGHWAY (STATE HIGHWAY NO
26) APPROXIMATE 67 FEET EAS7ERLY FROM THE CENTER LINE
OF BOLD DRIVE AND 138 FEET NORTH FROM THE TOP BACK
OF CURB NADSJ TXNC
GRID COORDINATE. N 7,
028,328 OF E 2.
407,37396 ELEVA PON =
61987' CONDITIONAL USE
REQUEST CU21-25 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED
SITE PLAN OF CU18-19 (ORD 2018-064) FOR A PLANNED
COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT OF
A OF A 950 SQUARE FOOT RESTAURANT WITH A DRIVE THROUGH
AND OUTDOOR SPEAKERS (OUTDOOR SPEAKERS ONLY IF USED
FOR BACKGROUND MUSIC) CASE NAME'
DUTCH BROS COFFEE CASE NUMBER
CU21-25 LOCATION: LOT
4R2, BLOCK 1 OPPYLAND SECOND
ADDITION MAYOR SECRETARY
DATE: PLANNING
AND
ZONING COMMISSION CHAIRMAN DATE:
SHEET:
8
OF 9 APPROVAL DOES
NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES DEPARTMENT
OF
DEVELOPMENT SERVICES 1 Li'
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St439>02t1 wwrv. WAergi een com PROJECT#
21_31 CASE
NAME: DUTCH BROS COFFEE CASE
NUMBER: CU21-25 LOCATION:
LOT 4R2, BLOCK 1 OPRYLAND
SECOND ADDITION MAYOR
SECRETARY DATE:
PLANNING
AND ZONING COMMISSION CHAIRMAN
DATE:
SHEET
9 OF 9 APPROVAL
DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES. DEPARTMENT
OF DEVELOPMENT SERVICES CONDITIONAL
USE REQUEST CU21-25 IS A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU18-19 (ORD, 2018-064) FOP A
PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT
OF A OF A 950 SQUARE FOOT RESTAURANT WITH A DRIVE
THROUGH AND OUTDOOR SPEAKERS (OUTDOOR SPEAKERS ONLY IF
USED FOR BACKGROUND MUSIC). I
I II The Nunnally
Studio
ARCHITECT
325
N, St. Paul Shee4 SuRe 3100 DaIWs,
Texas 75201 214-
450-9003 fax.
866.387.7903 Lg
GF TF 4
rjr A+
tq aatAWl
l ed9 Revlsi
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I
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Rep -I,,, LZ PL'
ad# 2021 TX3003 Sheet
NamelNo PHOTOMETRICS
CALCULATION
E0.
021
VICINITY MAP
NOT TO SCALE
METES AND BOUNDS
BEING a 1.4297-acre parcel of land situated in the A.F. Leonard Survey, Abstract >
a
No. 946, City of Grapevine, Tarrant County, Texas, and being all of Lot 4, Block 1, -
Opryland Second Addition, an addition to the City of Grapevine, as recorded in p
Instrument Number D218210274 of the Plat Records of Tarrant County, Texas 0 i2
P.R.T.C.T.), said 2A297-acre parcel being more particularly described by metes 60
and bounds as follows: m
BEGINNING at a found "X"-cut in concrete for the southeast corner of said Lot 4 $
and the southwest comer of Lot 5 of said Block 1, being on the north right-of-way
line of Northwest Highway (SH No. 26) (variable width);
THENCE South 89 degrees 28 minutes 44 seconds West, along the common line
between the south line of said Lot 4 and the north right-of-way line of said SH No.
26, a distance of 88.52 feet to a set 5/8-inch iron rod with yellow plastic cap
stamped "DUNAWAY ASSCC" (set 5/8-inch iron rod with cap) for the beginning of
a circular curve to the right, having a radius of 130.00 feet and whose chord bears
North 79 degrees 12 minutes 24 seconds West, a distance of 51.01 feet;
THENCE Northwesterly, continuing along said common line and along said circular
curve to the right, through a central angle of 22 degrees 37 minutes 46 seconds
and an arc distance of 51.34 feet to a found 1/2-inch iron rod with cap stamped
SPRY RPLS 5647" forthe beginning of a reverse circular curve to the left, having a
radius of 130.00 feet and whose chord bears North 79 degrees 12 minutes 23
seconds West, a distance of 51.01 feet;
THENCE Northwesterly, continuing along said common line and along said circular
curve to the left, through a central angle of 22 degrees 37 minutes 44 seconds and
an arc distance of 51.34 feet to a found 1/2-inch iron rod with cap stamped "SPRY
RPLS 5647" for the end of said curve;
THENCE South 89 degrees 28 minutes 53 seconds West, along said common line, a
distance of 79.89 feet to a set 5/8-inch iron rod with cap for the southwest comer
of a comer -clip at the intersection of the north right-of-way line of said SH No. 26
with the east right-of-way line Boyd Drive (90 feet wide); _
THENCE North 45 degrees 34 minutes 34 seconds West, along said corner -clip, a
distance of 28.31 feet to a set 5/8-inch iron rod with cap for the northwest comer
of said corner -clip, being in the east right-of-way line of said Boyd Drive;
THENCE North 00 degrees 18 minutes 50 seconds West, along the common line
between the west line of said Lot 4 and the east right-of-way line of said Boyd
Drive, a distance of 187.34 feet to a set "X" cut in concrete for the northwest
corner of said Lot 4;
THENCE North 89 degrees 38 minutes 58 seconds East, departing said common
line and along the north line of said Lot 4, a distance of 288.49 feet to a found
X"-tut in concrete for the northeast corner of said Lot 4 and the northwest
comer of said Lot 5;
THENCE South 00 degrees 21 minutes 02 seconds East, along the common line
between the east line of said Lot 4 and the west line of said Lot 5, a distance of
226.50 feet to the POINT OF BEGINNING and containing 1,4297 acres (or 62,277
square feet) of land, more or less.
The basis of bearings for this survey is the Texas State Coordinate System, North
Central Zone, based upon GPS measurements. Distances and areas hereon are
Grid values.
iLOT 2R. BLOCK i /
1
OPRYLAND ADDITION/ ( JO' 0 30'
INSTRUMENTSE60' ' INSTRUMENT
NUMBER J J NOTES: u.
tt¢sum arum D218210274 P.
R.T.C.T. / SCALE
FEET r)
1. The basis of bearings for this survey is the Texas State Coordinate System, North 1'.
7p• Central
Zone 4202, baud upon GPS measurements. Distances and areas hereon LEGET*
D; are
Grid values. a.,
2.
According to the graphical plotting of the Flood Insurance Rate Map for Tarrant P.R.T.C.T. = PUBLIC RECORDS l - - - - - - - - - - - - - TARRANT COUNTY TEXAS County, Texas and incorporated Areas, Panel 105 of 495, Map Number 48439C0105K,
Map Revised September 25, 2009, the subject property is loafed NAoe3
GRID i 7 J in Zone X (unshaded), defined as "Areas determined to be outside the 0.2% E:
2,401350,13 \\ / .a,"'a".,„ „
r ,:+.:,
on. \ / (( annual chance floodplain'. This statement does not reflect any type of flood SET '
x' CUT IN mearw.
U
firm. CONCRETEIN89'
38'S8'E 288.49' - +, II - - - "- 1 N89'38'S8'E 17e.e5' 3 The
underground utilities shown .. _ stud b
this 135.72
t+eraaroe'
SJ , _,",•„
13277 -- 1/ -- _'I
IT IN ( own hereon
are based upon visible appurtenant L ___ __ _ -- CONCRETE
fixtures and above -ground markings. All buried or subsurface utilities etther 1 anon
cAsrrtxr 1-=--r•
xmuso',. °
r u0'
n _ ( FOUND 1/
y IRON abandoned or in service may not be shown hereon. Caution should be used, and typYD zr °
sa°05,N':
E"
rrr, 1'•a''
Y °'06'
c_
ire - - _ \I y / ROD W1 COP I all utility companies and municipal inspectors should be consulted prior to j` ts • STAMPED f, <J
Opp+ eD.r '1M,'aaaeY / 'SPRY RPLS 5647" construction. 01, Cl
ses'a tan. urAn,ucr+" ,
I / PLANNING &
ZONING COMMISSION: f0 tl1S1R,,,,
r,,,o o,,,,,a, 4 / +sal' za.,,„m I 4. Title Commitment Note wrawpzt / Date
Approved: I urnmrroTheSurveyor
has not abstracted the record title and/or easements of the subject LOT 4.
BLOCK I I / I Chairman: property. The surveyor prepared this survey with the benefit of a Examiner's OPRYLAND SECONDADDITIONerINSTRUMENTNUMBER /
I I I Report issued by Old Republic National Title Insurance Company, Reference P.R.
T..C.T.C.T. I` z>ss 02182R / i
I //
Secretary: Number: 304991NCr-
261, with a Certification Date Apn112,2021, and assumes i I J
GRAPEVINE
CITY COUNCIL: no liability for any easements, right-of-way dedications or other tltk matters I I affecting
the subject property which may have been filed in the real property S ( Date Approved:
records but are not disclosed in said title commitment. m LOT 4R2,
BLOCK 1 / LOT 202 BLOCK1
yy
0.7202 ACRES
g 0.7095 ACRES / ( 'eon I /( I
Mayor. S.
All property comers are 5/8." Iron rods with yellow cep stamped 'DUNAWAY 31,371 SQUARE
FEET 30,906 SQUARE FEET/ I e I I City Secretary;
Assoc"
unless otherwise noted hereon io / 6. Area
Regulations: r ( 1.4297
ACRES / ( i w I / I EXISTING
AND PROPOSED ZONING IS CC - COMMUNITY I- Front Yard: Every lot shall have a front yard of not less than twenty-five (25) SZ DEVELOPMENT NOItL.P. 62.277 SWARE
Pe o (COMMERCIAL
1 feet which shall be utilized as a landscape setbackarea. Front yards shall not INSTRUMENT NUMBER tssotl
L.yx41• I DATE OF PLAT: NOVEMBER 2021 4•wW+• beusedfor an building, structure, fens, wall or storage area, except that D216 .T.0Dt
1 , 1.taaV b1"a11' x•
444 Y +d i B
P o.
P.R.
t.cT. a sx ss
yet ryapl 2s «oa g LOT 5, BLOCK 1 I signs may be permitted in this area. Front yard shall be landscaped with grass, vP`,¢,'"`ax°;,,n /
oPRnAND SECOND ADDITION LOT 6, BLOCK 1 shrubbery, vines, or trees and no part shall be paved or surfaced except for SET 5/8'
IRON ROD WITH ®"a+. /" INSTRUMENT NUMBER ppRYLAND
SECOND ADDITION PLASTIC CAP STAMPED
J .w J
DIS210274
INSTRUMENT NUMBER minimum access, driveways, and sidewalks in accordance with Section 53 of 1na4smt I / al.
mtr sa-u \ P.R.T.C.T. 0218210274 this Ordinance. DUNAWAY ASSOC.* y111C /
b o-nsta' / / P.R.T.
C.T. a.tn.oa
o-t z4s 18 Af +n0y ss /->wm'.4,x *.>r T - - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ , - SIDE YARDS: Every lot shall have two (2) side yards, each of which shall not oasn• 4ItY ytM' % - - - - - -
a,wA,eA
D olwrr sr >xrr
u4s y,w, / L" •
I / less than
twenty (20) feet in width. Planned Commercial Centers permitted as w+n9 m•
L-xar 14, o1.ae'
1xr
say ss4 J tea; a conditional use shall meet the requirements of Section 25.N.1 rre AVIGATION RELEASE
axwt ar af_
L ! xlewbrr ` -. / \ /— -- - - - m www>
ms_
wrizcw - _ - - _ - - - - - - a.ynrw• nss• / oM.
wr THE STATE OF TEXAS
Moor Wts u' ys
orsrr IY yst
51.0' _ _ COUNTY OF TARRANT fY- '•^ras' _---- /--- -- /---- WHEREAS,refnafter
celled 1 — — — — — — — — — — — —
r93,`fir. -- ------ ,he589'28'53'W
79.89' - - - ar' n`E uaY (- - - - - - -% - - - - !
J FOUND //2' IRON ROD I xoryl•ors / / WITH CAP
STAMPED "Owner" whether one or more , is the owner of that certain parcel of land situated in the of Grapevine, Tarrant Coun Texas, being f may I SPRY
RPLS
5647'
1 ( ) P City tV,
ng
1 FOUND 1/2" (
uoa _/_
NgL7I L4'E 178.38'_ _ _ _ said property as described as shown on this plat. NOW THEREFORE, in consideration of the sum of ONE AND DD/100 ($1.00) DOLLAR and IRON ROD WITH CAP
STAMPED 589-28'
44-W 88.52' / _POINT other good and valuable consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does SPRY RPLS 5647'A-
22'37'44' SET 5/8- IRON ROD WITIN NADa3 GRID NORTHWEST HIGHWAY hereby waive, release, remise and quitclaim to the City of Grapevine, Tarrant County, Texas, the Dallas -Fort Worth International Airport Ra130.00' L-51.
34' PLASTIC CAP STAMPED N: 7,02&334.61 CH-N79'12'23"
W 51.01' e=22'37'4b' 'DUNAWAY ASSOC.' g E:
2.407,640.
59 (STATE HIGHWAY NO. 26) Board, the Cities of Dallas, Texas and Fort Worth, Texas, their successors and assigns, hereinafter called "Cities", for the useand bene o FOUND 1/2' IRON ROD-
e22'37' ' L651.34' 8 'Fx0'UH000T
m (v''BLE
WIDTH RIGHT-OF-
WAY) 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 SET 5/e' IRON ROD
WITH WITH CAP STAMPED CH-09'12'24'101
51.01' CONCRETE passage and flight of
all aircraft in the air space above Owner's property above the height restriction as presently established by PLASTIC CAP STAMPED 'SPRY RPLS
5647' %% DUNAWAY ASSOC-' _ _ - _ - - _ _ - _ Ordinance NO. 73ab
above the
City of Grapevine, known
as the Airport Zoning Ordinance of the es, dust, f Worth Internationallubricant
ar 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 OWNER'S CERTIFICATE STATE OF
TEXAS § COUNTY OF
TARRANT§ WHEREAS is
the owner of
a acre tract of land in the
A.F. Leonard Survey, Abstract 946, situated in the City of Grapevine, Tarrant County, Texas and
being that tract described in of the Deed (or Plat)
records of Tarrant County Texas and being more particularly
described as follows: 1, Mark Yale, of Dunaway
Associates, a Registered Professional Land Surveyor of the State of
Texas, do hereby declare that I prepared this plat from an actual and accurate survey on the
land and that the corner monuments shown thereon were properly placed under my personal
supervision in accordance with the platting rules and regulati ns of the Sty/
late of Texas and
the City
of Grapevine. I0173/2027 0 OF T
Mark Yale
MARK 0. YALE
Registered Professional Land Surveyor Texas
Registration No.5975 9
paC5975rss,6 P O
SURVEY A% rr D U
N
AWAY 550 Bailey Avenue • Suite 400 •
Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS
REGISTERED SURVEYING FIRM NO.
10098100 LAND USE TABLE LAND USE
TABLE Total Gross Acreage 1.4297
Ac. Total Gross Acreage 1.4297 Ac. Right -of -Way Dedication 0
Right-of-Woy Dedication 0 Net Acreage 1.4297 Ac.
Net Acreage 1.4297 Ac. Number of Residential Lots 2
Number of Residential Lots 2 Number Non -Residential Lots 0
Number Non-Residentiol Lots 0 Non-Residentiol Acreage 0 Non -
Residential Acreage 0 Private Pork Acreage 0 Private
Park Acreage 0 Public Pork Acreage 0 Public
Park Acreage 0 NOW, THEREFORE KNOW ALL MEN
BY THESE PRESENTS, THAT does hereby adopt this plat
of 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. The easements shown hereon are hereby reserved for the
purposes as Indicated. The utility easements shall be open for all City or franchised public utilities for
each particular use. The maintenance of paving on the easements is the responsibility of the
property owner. No buildings or auxiliary structures shall be constructed, reconstructed, or placed upon,
over, or across the easements as shown. Said easements being hereby reserved for
the mutual use and accommodation of all public utilities using, or desiring to use
same. Any City or 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 full right of ingress and egress to and
from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and
adding to or removing all or parts of its respective system without the necessity
at any time of procuring the permission of anyone. 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 20_ Signature of Owner) SURVEYOR DUNAWAY
ASSOCIATES. 550 BAILEY
AVENUE.
SUITE 400
FT. WORTH, 'TEXAS 76107 817)
335-1121 (PHONE) CONTACT:
Alen Moore, RPLS EMAIL:
AMoore®dunaway.00m NOTARY
CERTIFICATE The State of
TEXAS County
of TARRANT Before me
caused by falling
aircraft or
falling physical objects from aircraft, except as stated herein with respect to noise, fumes, dust, fuel, and lubricant particles. it is agreed
that this
Release shall be binding upon said owner and his heirs and assigns, and successors in Interest to said property; and it is further agreed that this
instrument shall be a covenant running with the land, and shall be recorded in the Deed Records of the county or counties in which the
property is situated. EXECUTED at , Texas, this _ day
of , 20_ JM Jr._ OWNER OCT 1 3 202
1
The State of County ofENGINEEROWNERDUNAWAY
ASSOCIATES WESTWOOD
GROUP DEVELOPMENT
Before me on this day
personally appeared BY_ • known to me (or ide 550 BAILEY AVENUE, STATE
400ADDRESS:
801 E. Northwest HWY, proved to me on the oath of or through `""""""• {descriptfonohr.:ity FT. WORTH, TEXAS 76107 GRAPEVINE,
TX. 76051 card or other document) to be the person whose name is subscribed to the foregoing Instrument and acknowledged to me that he 817) 335-1121 (PHONE) CONTACT:
Chrie Leighton CONTACT: Austin M. Carr. PE
PHONE: (817) 442-0000 executed the same for the purposes and consideration therein expressed. EMAIL ACarrOdunaway.00m EMAII; ccleightomdwestwoodlandcom
Given under my hand andseal of office this day of A.D. 20_ on this day personally appeared
known to me (or proved
to me on the oath of nr through description of identity
card or
other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged
to me that he executed the same for the purposes and consideration therein expressed. Given
under my hand and
seal of office this day of . AD2021 . SEAL Notary Signature SEAL Notary
Signature
FINAL PLAT
OF
LOTS 4RI &
4R2, BLOCK I OPRYLAND SECOND ADDITION SITUATED IN
THE A.F.
LEONARD SURVEY, ABSTRACT NO. 946 THE , BEING A RE -PLAT OF
ALL OF LOT 4, BLOCK 1, OPRYLAND SECOND ADDITION, RECORDED IN DOCUMENT NO.
2018210274 IN THE PUBLIC RECORDS OF TARRANT COUNTY, CITY
OF GRAPEVINE, TEXAS. LOT 4RI 0.7202 Acres (
31,371 Square Feet) Lot 4R2 0.7095 Acres (
30,906 Square Feet) Existing Zoning: CC This plat
was prepared in
September, 2021 THIS PLAT FILED IN COUNTY
CLERK'S DOCUMENT NO. D DATE:
ORDINANCE NO. 2021-056
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT
CU21-25 TO AMEND PREVIOUSLY APPROVED SITE PLAN
OF CU18-19 (ORDINANCE NO. 2018-64) FORA PLANNED
COMMERCIAL CENTER, SPECIFICALLY TO ALLOW THE
DEVELOPMENT OF A 950 SQUARE FOOT RESTAURANT
WITH A DRIVE THROUGH AND OUTSIDE SPEAKERS, FOR
LOT 4R2, BLOCK 1, OPRYLAND SECOND ADDITION (801
EAST NORTHWEST HIGHWAY) IN A DISTRICT ZONED
CC" COMMUNITY COMMERCIAL 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 CONDITIONAL USE 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 conditional use
permit 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 conditional use permit 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 conditional use permit 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 48 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 conditional use permit, that the public 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
conditional use permit 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 conditional use permit 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 conditional use permit 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:
Ordinance No. 2021-056 2
Section 1. That the City does hereby issue a conditional use permit in
accordance with Section 48 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 Conditional Use Permit No. CU21-25 to amend previously approved site plan
CU18-19 (Ordinance No. 2018-64) for a planned commercial center, specifically to allow
the development of a 950 square foot restaurant(Dutch Bros. Coffee)with a drive through
and outdoor speakers in a district zoned "CC" Community Commercial District in the
following described property: Lot 4R2, Block 1, Opryland Second Addition (801 East
Northwest Highway), 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. The City Manager is hereby directed to amend the official zoning map
of the City of Grapevine, Texas, to reflect the herein conditional use permit.
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. 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.
Ordinance No. 2021-056 3
Section 7. 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 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. 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 19th day of October, 2021.
APPROVED:
William D. Tate
Mayor
ATTEST:
F GRAPF`
U 17111141 jm
r 1)(
Tara Brooks
City Secretary
APPROVED AS TO FORM:
Matthew C.G. Boyle
City Attorney
Ordinance No. 2021-056 4
GRAPEVINE STATION NORTH = 11.4 ACRE TRACT PROJECT DATA TABLE
3 4
g
LOT NUMBER
HEIGHT IN HEIGHT
TOTAL
BLDAREA TOTAL LOT FLOOR AREA
TOTAL
IMPERVIOUS
AREA North -
STORIES FT -IN) SF)
AREA (
SF) RATIO
SF) of
2R,
BLDG. 1 1 27'-6" 4,952 33,524 I 15% 15,854 I
2R, BLDG. 2 1 I 20'-0" 4,966 33,524 1 15% 15,899 T
t
2R,
BLDG. 3 FUTURE I N/A 8,470 33,524 25% 27,117 w
SITE
S
I 2R, BLDG. 4 FUTURE I N/A 7,425 33,524 22% 23,771 3R
1 ( 44'-9" 22,036 144,822 15% 94,395 4R1
1 I 25'-0" 2,300 31,371 8% 19,196 4R2
1 24'-0" 950 30,906 3.1% 23,100 5
1 27'-3" 5,996 40,687 15% 25,756 I
6 FUTURE N/A 6,200 36,834 N/A N/A 7
FUTURE N/A 11,800 75,120 N/A N/A TOTAL
S.F. LOTS 75,095 493,836 245,088 VICINITY
MAP NOT
TO SCALE I
EOUN,ARY CURVE TABLE I f
tiR.E RADIUS I ARC LENGTH HC7RL) LENGTH ( CHORD FEARING LELTA ANGLE I i
t Z ?75- : 519 70' 91S 4Y ( t 79-4'15," Vr i9-073' f-?
130 OQ' S 34' t C.,I N 79'93 w 130-
00' 51.34' Cr O7' Ira 7tr13'_'6' w 17'44" I C4
101400' i1 74' 77' I S !1-',•44'tK' Ct'''{S':'4" I a I
J
SLOG I
SLOG t 4.32
Sr, Si jF LOT
2R.
LOCK I D N
1 N ZONING
CC 4• !/ 6 -a
I +® !
l
IT
ll
DL K 6 0..
W AC /31,3 I Q 1i
I y
C•
I mff m
4
LOT
4R2. CK 1 J 0.710
AC /30 5 F J C lr`'
2 CO Gd RqF-CUMIN „R/ 10SIDLWALY IFEO!
AF.ELALI-'fv(. t!
W
F-,
W'L FPON-, ;FV t r °t0 •
J
It^
J
r AI
r
f 6
I111J
iii14-
LIJ_1111 Jfitfi iRIHTIIf Iwlll
6000 sr {
i {
LOT 5,
BLOCK
t OPRSrCONLI D 8
0
7 LOT 6 1
40687 SF
M r 1°
r--
g K' TOTAL
OPEN PERCENTAGE
OF TOTAL PARKING TOTAL
PARKING
BUILDING USESPACE (SF) OPEN
SPACE REQUIRED PROVIDED 7,968 31%
36 36 MEDICAL' 7,991 31%
36 37 MEDICAL' 13,629 N/
A N/A N/A FUTURE , 11,947 N/
A N/A N/A FUTURE 28,391 20%
88 88 RETAIL 12,175 39%
20 22 MEDICAL 7,806 25%
10 10 RESTAURANT 8,935 22%
45 53 MEDICAL N/A N/
A N/A N/A FUTURE N/A N/
A I N/A N/A FUTURE 98,842 4
40 0
40
flo MM1 MM MMMMM
GRAPHIC SCALE IN
FEET III , The Nunnally
Studio ARhlbdm
I
bb6ao
I Rwl% 325 N. St
Paul Street, Suite 3100 Dallas, Texas 75201
Wt. 214-450-
9003 fax. 866.387.
7903 tuu K 'v
K I Ptl
6i
El I
I' A,_CEIC, FASP'
ENET pP'Eh:C
I'
J tr1RT I I=ERT I
LT,E c; ..i ,K: !d 5L7.3:-'t?" t- z" --- L •+{;Itt{
m 6, 1 fa3
SF
t •,
I I
C4,' '^
t16'12r,
Y
1 f_ 7
Al
Gm Si
I
a 1
x-
v
c
A DI
LOT 7 - M
T M
E i TSi2D - •+r a -'
e
P R.
T.
c , LOT • T ` } 361 SF '( -(t -
EAST NORTHWEST HIGHWAY
STATE HIGHWAY NO.
26) VARIABLE WDTH RIGHT-
DF-WAY) CONCRETE TYPE OF
PAVING --- fit t 1s.,®
U) S.., fl ''.. .; '+ II
M -IJELTRI_IC C) c LL OCT 0
3_
16
PFCLIIRFG tt! ;
IGEWALI'
o o Z ID e
ALONG NW
HfW
f FRON i m LLI p 3:
G i Lw .- n
c m c o
m CASE NAME: DU'
rcri' bRUS COFFEE CASE NUMBER: CU21-
25 1011112021 LOCATION: LOT 4R2,
BLOCK 1 OPRYLAND SECOND ADDITION
AUSTIN MAYOR SECRETARY
M"
CARR ao
133775 ICENSEOf'
F2' rDATE: PLANNING AND
ZONING
COMMISSION R.W.- CHAIRMAN I I
I I DATE:
o,., 1w,
Doe SHEET. 1 OF
9 CI,*wl Br.
AMC Dnb: 0CT0BI 2w
Propatc 20N.T103
APPROVAL DOES NOT
AUTHORIZE ANY WORK hidlill ' I'i"
i'lit'IIiII I or1 81 Ntw4'xo.
NOTE: CONDITIONAL USE
REQUEST CU21-25 IS A REQUEST TO AMEND THE IN CONFLICT WITH ANY CODES OR MASTER SITE PLAN
SHRUBS SHALL BE
A MINIMUM OF TWO (2) FEET IN HEIGHT PREVIOUSLY APPROVED SITE PLAN OF CU18-19 (ORD. 2018-064) FOR ORDINANCES. IMMEDIATELY AFTER PLANTING,
HEDGES, WHERE INSTALLED, SHALL BE A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE 1 M PLANTED
AND MAINTAINED
SO AS TO FORM A CONTINUOUS, UNBROKEN, DEVELOPMENT OF A OF A 950 SQUARE FOOT RESTAURANT WITH A DEPARTMENT OF DEVELOPMENT
SERVICES SOLID, VISUAL SCREEN
WHICH WILL 8E THREE (3) FEET IN HEIGHT DRIVE THROUGH AND OUTDOOR SPEAKFRS.I WITHIN ONE (1)
YEAR AFTER TIME OF PLANTING. C'
North
a
u"
SSI TE `
VICINITY MAP
NOT TO SCALE
KEYNOTES: SITE DATA I
g s
LOT AREA 0710 AC./30,906 SF 1
tl O ACCESSIBLE VAN PARKING STALL W/ACCESSIBLE PARKING ONLY SIGN ZONING CC -COMMUNITY COMMERCIAL )
a (
SEE SHEET CB 0 FOR DETAILS) PROPOSED USE DRIVE-THRU RESTAU
D STOP BAR
RANT
2 I TOTAL BUILDING AREA 950 S F 1
I BUILDING HEIGHT (STORIES/FEET) 1 STORY/24'-0' 1
D PARKING STALL, TYPICAL (18' X 9') DRAB REQUIRED I BUILDING COVERAGE 31% 1 Ti 0 2D 40
7,806 S.F f
BY LOCAL JURISDICTION. (SEE SHEET CB 0 FOR DETAILS) LANDSCAPE AREA 7,806 S.F I
L'
1J j}
4O DIRECTIONAL ARROW (SEE SHEET CB 0 FOR DETAILS) PERYIOUS SURFACE I GRAPHIC SCALE IN FEET c a PILO,
w c
23,t00 S.F.
SO ACCESSIBLE ROUTE FROM PUBLIC ROW (
IMPERVIOUS SURFACE
LANDSCAPE PERCENTAGE 25% I 3" = 20'
iq O CONCRETE WHEELSTOP I PARKING REQUIRED IT/1005F.) 10 i Il lip 1II 1 Il ill hl b
SEE SHEET CBD FOR DETAILS) PARKING PROVIDED: SPACESSPACES ----
DUTCH BROS COFFEE ENGINEER 7O TRASH ENCLOSURE.14'X24' MINIMUM DRAB REQUIREDBY LOCAL JURISDICTION,W/ ACD/Pla- PARKINGACCSSIBLE
E(RED —
NAWAY ASSOCIATES, LLC
LOCKING GATES AND SITE LIGHT (REFER TO SHEETS AS)0-A9.1 FOR DETAILS,
JEFFREY BENNEET DUJEF
BAILEY
COORD W/ LOCAL REFUSE SERVICE PROVIDER FOR MIN. REQUIREMENTS AND NOTES
4TH STREET
DU . _
GRANTS PASS, OR 97526 FORT WORTH, TX 76107
CLEARANCES) _
PHONE 2748421588 PHONE 817.3351127 O TRASH LOADING ZONE, COORDINATE APPROACH AND ORIENTATION OF TRASH
1. OUTDOOR STORAGE AND REFUSE DISPOSAL SHALL BE
CONTACT. AUSTIN CARR, P.E. ENCLOSURE W/ LOCAL REFUSE SERVICE PROVIDER LANDSCAPED AND SCREENED FROM VIEW iIII I , The
OG"PORTLANDCEMENT CONCRETE W/ TOPICAL BLACK STAIN,ATTRASH ENCLOSURE 2. MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING AIR Nunnally AND AT
DRIVE-THRU WINDOW, DRIVE-THRU CONC PAD. MIN. 60', UNLESS NOTED CONDITIONING UNITS SHALL BE DESIGNED. INSTALLED AND PROPERTY OWNER
OTHERWISE OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PR sPR
OPERTOD
PDEVEENTNOIILP
PROPERTY. ALL SUCH
EQUIPMENT SHALL BE SCREENED FROM Studio WES1000 TEXAN TR
STE 200 10 WALK-UP
SERVICE WINDOW MEW EW Alchib°bEnI
dltMan I Planning GRAPEVINE, TX 76051
t1 6" BOLLARD W/ DB BOLLARD COVERS, BOLLARD LOCATIONS VARY FOR INDIVIDUAL 3 ALL ON -SITE ELECTRICAL CONDUCTORS ASSOCIATED WITH 325 N. SG Paul Street, Suite 3100 STORE DESIGNS, SEE
FLOOR PLANS NEW CONSTRUCTION SHALL BE LOCATED UNDERGROUND Dallas, Texas 75201 12 CONC. "RUNNERS"
SIDEWALK, MIN. 5' WIDE ON DRIVER'S SIDE OF DRIVE AISLE q THE MASONRY REQUIREMENTS OF SECTION 54 SHALL BE MET. Ed 214450-9003
faX. 866.387.
7903 13 PREFERRED GREASE
INTERCEPTOR LOCATION 5 ALL REQUIREMENTS OF THE GRAPEVINE SOIL EROSION LOT 2R, BLOCK
1 14 POLE MOUNTED STATIC BACKLIT LED MENU BOARD, BY OTHERS, PROVIDE POWER CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF OPRYLAND SECOND ADDITION
AND DATA IN WEATHERPROOF J-BOX, REFERENCE SHEET SP1 t CONSTRUCTION. u INSTRUMENT NUMBER
Am-
aAx°vnun
D218210274 t5 PAINSTRIPING. AND AFTER CONCRETE MEDIAN, STRIPES 4"WIDE, 24" 6. SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT uxuExr P.R T.
C.T. OCT WHITE IMMEDIATELY AFTER PLANTINGHEDGES. WHERE INSTA , IxsnuMExrx°.Rawwv - ZONING CC
SHALL BE
PLANTED AND
MAINTAINED SO AS TO FORM A 16 ESCAPE LANE W/
STRIPING, STRIPES 4"WIDE, 24"O.C, CONTINUOUS, UNBROKEN, SOLID, VISUAL SCREEN WHICH WILL SAFETY WHITE BE THREE (
3) FEET IN HEIGHT WITHIN ONE (1) YEAR AFTER K-gs 17 6"
CONCRETE CURB TIME OF PLANTING. 18
CLEARANCE BAR SITE
LEGEND xo uavxm er ° IX-12'
w /- EX
12"w- 19
ROLLED CURB ROLLED
CURB TO I INSTALLED FOR 25'
RADIUS
PER AGREED UPON N"P —DO.— 110
DIED WATER LINE1. VA_RIANCE FROM 35'
RADIUS REQUIREMENT E SEWERUN SARARY 10'
PARA
EAS"IN / BDONDAPY
n
ADlO1NER5
N
BY
SEPARATE
INSTREIAIEN7)
h/
l / - - x PROPOSED
DOMES77C
d I
I EX57ING AREA
INLET _ <Ou<PEIE 111111PROPOSLINE RGROUND
IRRIGA n0M METERSi 1D . / / lBUILDING $ETBAEK UE
ELECTRIC
LINE m LS I ,
U.". BOX I
l — —
1CT
NO D31R3t°.>, — — YARD SETBACK
EXISTING
WATER UNf
ta uTUiv LRRE»ENT IRI
IExi / 'FO't "X
CUT / EXISTING
SEWER LINE 3 pR
IN CONCRETE / EAS[MEM
VARIABLE WIDTH DRAINAGE N8938'S8
E \ 288.48'
f /D I EASEMINT (BY PU7) / \I ® - - - _ . _ . — . — . _ FIRE LANE EXISTING ws
LINE
P ESRw, PYt i[x
PROP. T1PE-2 132.771 r - - - -/ 1•IBJ•--------------- PROPOSED CANOPY
EXISTINGUND GPOUNO •; tt1111
N / '----- ELECTRIC
LINEER CURB
IN / PROPOSED CURB EXISTING
WATER METER
EXISTING STORM DRAIN EXISTING FIFE
HYDRANT •O m COORDINATE POINT EXISTING WATER VALVE
j VA BIEWDTH UAL) iI\
p• --- —
FIXING COUNT EXISTING SWE0.
MANHOLE
EASEMINi (BY PUTa H In I
PPS.. ,// CASE NAME:
DUTCH
BROS
COFFEE
CASE
NUMBER: CU21-25 I I w
14 LOCATION: LOT 4R2,
BLOCK 1 6
t5 /
OPRYLAND SECOND ADDITION p 0
sa
I \
Ip/ / ofo,o,Iz
qq rz' rz' FUTURELOT 'z RZO /
T
78 / POINT
COORDINATES TABLE MAYOR SECRETARY c) 'a"
IFI CONCEPTUAL PLAN POINT III INSCRIPTION NORTHING
I EASTING O N T< ZONING CC \ / , p„P.,r cwx. T4zRSRR aeR, z, ,xR51 DATE: tb 1 z ° IHER =wTa,Pzo5a1 M
Rya P4' \ I s P,.P.Er
LUILLLOT `lRI. BLOCK 1 Ia4.Y
C1 (y \ I ' "'°P""<""` T0°"6060 30 PLANNING
AND
ZONING COMMISSION m 1;3 0 720 AC /31.371
S.F.
1 ` / W \ / ! EX cavorcTC I a Pr.
vs<
r co„r 71— I°ea awT,Ra l 1 / l B \, / I / 5 .1
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Eana TRza4aRae°5 z Ln
1 t2 LL o N:.Pxm
a,
0_
p5 . m ex,en4 R a a7,R 7 T ,56, aBR, I CHAIRMAN C1 a) = n LOT aRz. BLocK i N I ,ocam» cm„" .I a.sens ozem.
wm —
saw
1 Iy 0 ]10 AC /30,906 S
F
I O) y 0 O O Z 16 y-! LV / lrmn Ewooma 0R651r
56]° 3,°
15519tI5I z a) (,) t/ 3 _ ( l ^ / N I / mm B,
aPeu. >a 17anR zw'
rsaes°°
sl O 3 y O 1 I n :_` c to Rzo (vnr
r o % 4 DATE: V n r o
U)
D;
N m N 25' ll j
c, / SHEET 2
OF
9 Qi Z c V d ZONING. CC 0 .m '> > (/1 wa 1
11 LOT
5,
BLOCK
1APPROVALDOESNOTAUTHORIZEANYWORKLaoOPRYLANDSECONDADDITION = O -00 .- 0 I_
INSTRUMENT NUMBER N
CONFLICT WITH ANY
CODES OR a
p aoC9 2 11 4 / D182102 4 ORDINANCES. I
B1.R / 1 I \ / P R
T.C.T. 1O/11/
2021 a DEPARTMENT OF DEVELOPMENT SERVICES wup EXLsnNc
TIRE f T 4 HYDRANT l - - - - - - -
µf NVA 739 -- __ _ / / /
CONDITIONAL USE
REQUEST CU21-
25
IS
A
REQUEST TO AMEND THE „,^; ","• A3!?,„ P N18. 5'03" 1 Ex c°
xarcTE
z - n c
N, s• CRDsswALx ( ) 133775 '
p
a 4 / /
PREVIOUSLY APPROVED SITE PLAN OFCU18-
19 ORD. 2018-064 FOR osT{EiTTm ate°" - / / ,° wLwE ,o -xPR EAPLANNEDCOMMERCIALCENTER, SPECIFlCALLY
TO ALLOW
FOR THE ROLIFD CURB TD BE INSTALLED v°wuETw. P GE '' f l IgNS l 3 / 18 - FAR 25'
RADIUS PER AGREED
l ss PACE z°o. DEVELOPMENT OF A OF A 950 SQUARE FONT RESTAURANT WTH A SS/ CNG2 UPON VARIANCE FROM 35' l DRIVE THROUGH
AND OUTDOOR SPEAKERS - /M-+`fA•.. NVA / -- i RALNUS REW/REMEN7 / - - - - - - - - - - - - - - - -
h / / I _/_---_.------
I
11 it 10 / / ReNRIRna:
NYN:R°:
E cIH.64 _
1 —--------- SITE
N RRNx4R,a.NaXT I --------
E
p I
p.AT<T.
xARxma.°HN - ----- - - ----------- N4534'34"W 28.31'
R_13DDD---- - ' --
B - ------ -- _-_------ 7--_--/----------... FOR z4 24•SS --EX24
SS / ( I I
5897853"w 79.89' RERWxRaA1 BFR DUTCHBROSCOFFEEFOUND1/2- IRON ROD V4TH CAP
STAMPED - NA+rm nmx ' 16" W 1 (/ SPRY
RPLS 5647' EGA
EX-GA5 • , T
I 1 ; LOT
4R2,
BLOCK 1 pmm
Br. COB
d=22 3T44 ____ -_ I _ rt ® I - - - - N89'
28'44E 178.38' - - _ _AMC BM
X-CUT IN CONc R=
130.
00 , -elIX-tz'SS IX-1Z'S, OPRYLAND SECOND
ADDITION, d 0
L=51.34
GRAPEVINE, TARRANT COUNTY TEXAS "
a 0Cf BERH. °" x-1zss \ C8=N7972"23"
w
IX-12
N w
x EXSnNG FlRE FOUND X CUT
IN HIM X-
CUT IN CONC. PDRCF. i921.TASW3 CL=51.01 /...11 HYDRANT
DDN<.=It 30,
906S .F./0.710 ACRES NIIIII 11 11 0.,i l xs FOUND 1/2- IRON ROD uWITH CAP
STAMPED
d=2237'44" `Cu wvxq?piu srae ZONING: CC DIMENSIONAL SPRY FEES 5647' R=
130.
00 E. NORTHWEST
HIGHWAY _ PW („»I m'", cl aloe£' To Ro.Tox of wLET CONTROL SITE PLAN L=51.34 (STATE HIGHWAY
NO. 26) " aRaH: ,
2 P' (El ° P° R (N, LS1 T<.<EEa.. E PROPOSED
USE:
DRIVE RESTAURANT
w /
CB=N7972'23 w (VARIABLE NTDTH RIGHT-
OF-
WAY a T° ncccss '1- uuE ( - r CL=51.
01 CONCRETE TYPE OF PAYING /V
2 B
DUTCH BROS COFFEE ENGINEER
North JEFFREY BENNET7 DUNAWAY ASSOCIATES. L L C
110 4TH STREET 550 BAILEY
GRANTS PASS. OR 97526 FORT WORTH, TX 76107
PHONE 214 842 1588 PHONE. 817.3351121
e
CONTACTAUSTIN CARR, P.E. Y
e t
PROPERTY OWNER n
SITE +
WESTWOOD GROUP DEVELOPMENT NO II LP 1000
TEXAN TR. STE 200 GRAPEVINE.
TX 76051 C
t VICINITY
MAP NOT
TO SCALE LU
I,
Oe
O
m
O
2a
o 20 40 I
I I 0)
Alert GRAPHIC
SCALE IN FEET 1" =
m. 2S'
WA'Ek & f,
1YAST__ WATER =-MT r
mx
PLANT
SCHEDULE LARGE
TREES
Qn'
COMMONNAME BOTANICAL NAME CAL. CONT. HEIGHT SPREAD hj
i
2 CEDAR ELM ULMUS CRASSIFOLIA 3" B&B OR CONT. WAX 5'-6' j^'
L12 SHUMARD OAK QUERCUS SHUMARDII 3" B&B OR CONT. 10' -12' 5--6' SHRUBS
QTY COMMON NAME BOTANICAL NAME CONT. HEIGHT SPREAD SPACING l _ '
166 DWARF BURFORD HOLLY ILEX CORNUTA-BURFORDII NANA' 5 GAL 2' HT. MIN. 18'-24'• 3' OC. 6
GULF COAST MUHLY MUHLENBERGIA CAPILLARIS 5 GAL 2- HT. MIN- 1 T-161 3' OC. ROCK/
GRAVEL OTY COMMON NAME BOTANICAL NAME CONT. HEIGHT SPREAD SPACING 646
SF DECOMPOSED GRANITE DECOMPOSED GRANITE 4"THICK NA NA NA SOD/
SEED QTY COMMON NAME BOTANICAL NAME CONT. HEIGHT SPREAD SPACING mg7,
348 SF BERMUDA GRASS CYNODON DACTYLON SOUD SOD NA NA NA F
x 3' MOSS BOULDER Fx5,
MOSS BOULDER STEEL
EDGING. 1/4"BLACK NOTE:
SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT IMMEDIATELY AFTER
PLANTING. HEDGES, WHERE INSTALLED, SHALL BE PLANTED AND MAINTAINED
SO AS TO FORM A CONTINUOUS, UNBROKEN, SOLID. VISUAL SCREEN
WHICH WILL BE THREE (3) FEET IN HEIGHT WITHIN ONE II)YEAR AFTER PLANTING. L
z
I
N8938'`
A*
I_ I1_Ii_--1-I-I_I II I II'l i 1
DEG _{
I
DEG241
sf - V INCk 1
IOFST
4"mick --- 12 ACC SSUIIL
ESMI I
DEG =
1
1_
I 297
sf-4"thick' I_
GC M 6-
59CI SHOT' BER
I.1 3.
355 s -Sold Sod I
I i
DUTCH
STEELED 4d G TYP. DBH
I_1 • BROS
119-59a1 y` - 950
SFSHO
I
4-
3.- i: I CEE
3. BER _—
SHO BER 860
sf-SO-, Sotl 3-3" 8635T-So isod DBH DBH
CEE 26-5gal 21 -Sgar 1-3" BER 1.
3350-
Solid Sod - s DRA+
NAGE
CS I ' 15'BUFFER
1-1
1, (
Inc AREA OF
GRASS ADJACENT J 9355T-Soed Sod SIDEWALK, ALONG
HWY 26 IS IN TXDOT RIGHT
OF WAY. E. NORTHWEST HWHY STATE HWY 26 REPLACE AS
NEEDED FROM DAMAGE DUE
TO CONSTRUCTION LANDSCAPE DATA
CHART ZONING CC-
COMMUNITY COMMERCIAL SITE AREA
30.9065F BUILDING AREA
950 SF INTERIOR LANDSCAPE
10%OF
PARKING ARE TO BE LANDSCAPE REQUIRED PROVIDED
7300 SF
X 10% 230 SF 442 SF ONE TREE
FOR EVERY 400 SF INTER. LANDSCAPE 230SF / 400
SF 1 TREE I TREE 9' MIN,
PARKING ISLAND WITH ONE TREE VERY 12 SPACES PROVIDED 9' MIN.
PARKING ISLAND WITH ONE TREE AT END OF EVERY ROW PROVIDED PERIMETER LANDSCAPE
PARKING AND
VEHICULAR USE TO BE SCREENED FROM ADJACENT PROPERTIES 7 MIN.
STRIP WITH SCREENING SHRUBS NORTHWEST HIGHWAY
PROVIDED NORTH PROPERTY
LINE PROVIDED EAST PROPERTY
LINE PROVIDED WEST PROPERTY
LINE PROVIDED WHEN PARKING
ABUTS RIGHT OF WAY IS LANDSCAPE
AREA 15, 25' WITH SCREENING
SHRUBS PROVIDED ONE TREE
FOR EVERY 50 LF OF PERIMETER AREA NORTHWEST HIGHWAY
155 UP 50 3TREES 3TR NORTH PROPERTY
LINE 136 LF ! 50 3 TREES 0 TREES / UTIL ESMT. EAST PROPERTY
LINE 227 LF / 50 5 TREES 5 TREES WEST PROPERTY
UNE 215 LF/50 4TREES 5TREES OPEN SPACE
15%OF
SITE TO BE LANDSCAPE 30.906
SF X 15% 4,636 SF 7.806 SF 50 %OF
LANDSCAPE TO BE IN FRONT YARD 4,636
SF 50% 2,318 SF 3,966SF ONE TREE
FOR EVERY 2500 SF 30,906
SF / 2500 SF 12 TREES 14 TREES CASE NAME:
DUTCH BROS COFFEE CASE NUMBER:
CU21-25 LOCATION: LOT
4R2, BLOCK I OPRYLAND SECOND
ADDITION MAYOR SECRETARY
DATE: PLANNING
AND
ZONING COMMISSION ll:Gl
iL I DATE: SHEET.
3
OF 9 APPROVAL. DOES
NOT AUTHORIZE ANY WORK IN CONFLICT
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STUCCO - 206 S.FJ40%
MASONRY -48 S.F,/9%
FIBER CEMENT SIDING - 202 SFJ40%
GLAZING - 57 S.F 111%
LEFT ELEVATIONSTUCCO -630 S.F./fib%
MASONRY -82 S.F 19%
FIBER CEMENT SIDING - 183 S.FJ20%
GLAZING - 26 S.Ff3%
1
FRONT ELEVATION.
STUCCO - 645 S.F /73%
MASONRY- 124 S F./14%
FIBER CEMENT SIDING - 38 S.F /4 %
GLAZING -74 S.FJ9%
FRONT ELEVATION,
STUCCO -331 S.F./75%
MASONRY - 14 S.F33 %
FIBER CEMENT SIDING - 96 S.F./22%
GLAZING - 0 S.F.
MATERIAL COMPOSITION
MASONRY- ELDORADO STONE
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CASE NAME: DUTCH BROS COFFEE
CASI_ NUMBER: CU21-25
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Nunnally Studio Arch,tecWre I
Interiors I
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325
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Dallas, Texas 75201 tel. 214.450-9003
fax, 866.387.
7903 CONSTRUCTION DOCUMENTS Q
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20a1 Prgect # 2021.TX3003
Sheet NamelNo. BUILDING ELEVATIONS
GRADING LEGEND
r1 -- PROPOSED CONTOURv
FULL -DEPTH SAWCUT
1.5Z PROPOSED iIDW ARROW/GRADES
I
DRAINAGE SWALE
HP— — — — — — — — HP GRADE FREAk
FF FINISHED FLOOR ELEVATION
FIGFINISH[D GRADE
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OPR YLAND SECOND ADDITION UNDERGROUND UTILITIES n TOP OF INLET
INSTRUMENT NUMBER
D218210274
IN THIS AREA'! CONTRACTOR
TO CONTACT UTILITY LOCATING
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IG 61590
G 61525
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TO 616 70 LOT 8, BLOCK 1
G 616.20 N, \ \ / 1 OPR YLAND SECOND ADDITION
TC 61640 TP 6/640 TC 61609, l j I / INSTRUMENT NUMBER
G 61590 / G 6/559 ).
TO 61510E ME / D18210274
M61623 I I G6160t ME /
PR TCT
iP 61553 •
TC 616 'S I . i \TC 616 61/ \ /
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STATE HIGHWAY NO. 26)
k , , „ry +t
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CONCRETE TYPE OF PAVING
20 0 20 40
I I I
GRAPHIC SCALE IN FEET
1" = 20'
1-1 TO r[MITAA1_
CALL 811 (TEXAS 311) OR OTHER UTILITY LOCATING SERVICES 48
HOURS PRIOR TO CONSTRUCTION ACTIVITY DUNAWAY ASSOC, LP
IS NOT RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR
DEPICTING EXACT LOCATIONS OF UTILITIES ON DRAWINGS
CRITICAL
LOCATONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE
BASED ON PUBLIC RECORDS THE CONTRACTOR IS COMPLETELY
RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES, BOTH
HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF
ANY CONSTRUCTION
JP 11 RFI11A7701 11TF
IF ANY EXISTING UTILITY POLES, POWER POLES, GUY WIRES
TELEPHONE UTILITIES, ETC ARE FOUND TO BE IN CONFLICT W1M
THESE CONSTRUCTION PLANS THE CONTRACTOR SHALL CONTACTTHEAPPROPRIATEUTILITYTHEANDCOORDINATETHE
RELOCATION OF ANY/OR ALL SUCH URLITLES (NO SPECIAL IN
L'GNTRAfTDR ADVISORY
THE CONTR4CTOR, AND HIS AGENTS (SUB —CONTRACTOR, ENGINEER,
SURVEYOR, ETC) ARE COMPLETELY RESPONSIBLE FOR THE
VERIFICA77ON OF THE ACCURACY OF THE DIMENSION CONTROL
FURNISHED HEREIN ME OWNER, AND HIS AGENTS, ARE NOT
RESPONSIBLE FOR ME ACCURACY OF ME COORDINATES
FURNISHED THE CONTRACTOR 15 REOUIRED TO VERIFY ALL OF ME
COORDINATES FOR ACCURACY AND CONFIRM THE LOCATIONS OF
ALL UTILITIES TO BE CONSTRUCTED. BOTH HORIZONTALLY AND
VER FISCALLY DISCREPANCIES FOUND BY THE CONTRACTOR SHALL
BE REPORTED IN WRITING, TO ME OWNER IMMEDIATELY FOR
RECONCILIATION
BENCHMARKS
PRIMARY BENCHMARK
CITY OF GRAPEVINE, R ALUMINUM ROD WITH CAP SET OYCOVERBELOWACCESSCOACCESSCOVERISSTAMPED, "CITY OF GRAPEVINE,
M E O MONUMENT IS LOCATED AT ME KEAVIN LA STATIONHEADQUARTERSTHECORPSOFENGINEERSATIRGRAPEVINELAKEHUBLISHDELEONFAIRWAYDRIVE (110 FAIRWAY DR) PUBLISHEDELEVATION = 58576' SITE
BENCHMARK CONTROL
POINT 51, BOX
CUT MBI X'AT ME NORTHWEST CORNER OF AN EXISTING STORM
DRAIN INLET ON THE NORTH SIDE OF NORTHWEST HIGHWAY STATE
HIGHWAY NO 26) APPROXIMATE 408 3 FEET EASTERLY FROM
ME CENTER LINE OF BOYD DRIVE AND 3 1 FEET NORM FROM
ME TOP BACK OF CURB NAD83
TXNC GRID COORDINATE N
7,028'32082 E
2,4OZ.71I ELEVATION = 61680' CONTROL
POINT 52 BOX
CUT WIN "X" ON AN EXISTING CONCRETE WALK (BACK OF WALK)
ON ME NORM SIDE OF NORTHWEST HIGHWAY (STATE HIGHWAY
NO 26) APPROXIMATE 67 FEET EASTERLY FROM THE CENTER
LINE OF BOYD DRIVE AND 138 FEET NORM FROM ME TOP
BACK OF CURB NAD83
TXNC GRID COORDINAIE N7,
028,328 06 E. 2,
407,37396 ELEVATION = 61987'
CONDITIONAL USE
REQUEST CU21-25 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED
SITE PLAN OF CU18-19 (ORD 2018-064) FOR A PLANNED
COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT OF
A OF A 950 SQUARE FOOT RESTAURANT WITH A DRIVE THROUGH
AND OUTDOOR SPEAKERS (OUTDOOR SPEAKERS ONLY IF USED
FOR BACKGROUND MUSIC) I CASE
NAME:
DUTCH BROS COFFEE CASE NUMBER
CU21-25 LOCATION: LOT
4R2, BLOCK 1 OPRYLAND SECOND
ADDITION MAYOR SECRETARY
DATE: PLANNING
AND
ZONING COMMISSION CHAIRMAN DATE:
SHEET
5
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WITH ANY CODES OR ORDINANCES DEPARTMENT
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20 0 20 40
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GRAPHIC SCALE IN FEET
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CONDITIONAL USE REQUEST CU21-25 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF CU18-19 (ORD 2018-064) FOR
A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE
DEVELOPMENT OF A OF A 950 SQUARE FOOT RESTAURANT WITH A
DRIVE THROUGH AND OUTDOOR SPEAKERS (OUTDOOR SPEAKERS ONLY
IF USED FOR BACKGROUND MUSIC)
I
CASE NAME: DUTCH BROS COFFEE
CASE NUMBER: CU21-25
LOCATION LOT 4R2, BLOCK 1
OPRYLAND SECOND ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE:
SHEET 6 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORE'
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
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A-1a 0.72 10,00 0.90 0.64 406 261 I 574 3.70 9.24 5.95 Undevebped remaiMerot Lot4
A -lb 0.20 10.00 0.90 0.18 406 0,71 I 574 101 9,24 162 SITE
1 A-1c 0.35 10.00 0.90 0.31 4.06 1,28 I 5.74 1.81 9.24 2.91 SITE
A-td 0.70 10A0 0.90 0.09 406 038 I 574 0-54 9.24 086 SITE nAtOflta otisde facilities
COMPUTATION SHEET FOR DETERMINING DEPTH OF FLOW FOR GRATES AND AREA INLETS IN SUMPS
AREA INLET AREA INLET INLET OPENING 5 YEAR FLOW VERSUS DEPTH AT SUMP 100 YEAR FLOW VERSUS DEPTH AT SUMP
OPENNG, OR OPEN HT., OR NET 5 YEAR DEPTH DEPTH DEPTH OF FLOW 100 YEAR DEPTH DEPTH DEPTH OF FLOW
GRATE GRATE CLOGGING OPEN NET FLOW ASSUMING ASSUMING ATSUMP FLOW ASSUMING ASSUMING ATSUMP
A INLET NO LENGTH WIDTH FACTOR AREA PERIM. 00 ORIFICE FLOW WEIR FLOW Y 00 ORIFICE FLOW WEIR FLOW Y
Stang LD.) LOCATION FT FT SOFT. FT, C.F.S. FT. FT FT CFS. FT. F7 FT. NOTES
1 2 0 4 5 6 7 I 12. 12d '2e 12f 13 14 15 16 17
1Grate Inlets
1 2 A-1 b 200 2,00 50% 4,00 ( 8.00 I DII 0 009 0 992 0.19 I 162 0 023 0 264 026
I I
COMPUTATION SHEET FOR DETERMINING CAPACITY OF CURB INLETS IN SAGS AND SUMPS
INLETPARAMETERS NOTES
PERCENTAGE MAX MAX MAX CONTROL INLET LENGTH OF 100 YEAR
PERCENTAGE
GUTTER GUTTER SPREAD DEPTHOF SPREAD INLET DEPTH CAPACITY INLET CARRYOVER PERCENTQ100
LEFT RIGHT
GUTTER GUTTER FLOW FLOW OF FLOW GUTTER FLOW FLOW OF FLOW DEPRESSION AT OPENING PER FOOT OPENING L INLET INTO CAPTURED BY
INLET NO SLOPES. SLOPE So FROM LEFT FROM RIGHT AREA AREA 1 Qa Y. T' a Y OvL OR P CAPACITY OVERFLOW SUMP
Sump ID) STATION FT/FT FT.IFT iID) (ACRES) FT) ICES) FT) FT) FT) 1-FT MAX ) CFS/FT) FT) CFS) CFS) 110
1 1 1 2 3 4 5 6 7 8 1 9 10 11 12 13 14 15 16 17 18 19
Inlets in Sumps
3 1 A-1c 1 0.0168 1 0.0440 1 50.0% 50.0% 1 A-1C 1 0.35 1 3.70 2.91 0.21 1 4.43 I 0.33 0.54 064 10 DO 1 6.36 1 0.00 I 100%
COMPUTATION SH ?ET - HYDRAULIC COMPUTATIONS FOR STORM DRAINS - STORM DRAIN HYDRAULIC CALCL LATIONS TABLE 100 YEAR HYDRAULIC CALCULATIONS
CONDUITS, SITE, ROUGHNESS PIPE HGL JUNCTION HEAD LOSS CALCULATIONS
FROM TO PIPE 100 YR RATIONAL C'A TIME OF CONCENTRATION I PIPE BOX CULV BIO I Calc Method
UPSTREAM) DOWNSTREAM) LENGTH
AREA AREA C100 INLET Ttravei TOTAL
nuu.
NTENSIT 0100 PIPE No. DtAh1 DDeptnl n St D7S U1S VI(N) V2(NUET
OUTy V1212g V2'72g K) iC)Vi 2g it14
AREA C1 A TIME INTENSITY RUONOFF RUNOFF0100BIYPASS Wdth
DESIGN PONT 1 FEET ID tac) (ac) MIN MN MN BJ,MR E CFS Ill CFS CFS CFS N FT FT I FT'FT ELEV ELEV FT/SEC FT/SEC FT FT j FT
1 2 3 4 5 1 6 11 1 12 13 14 16 17 I t8 i 19 20 21 22 23 24 25 26 27 1 28 29 0 31 32 33 I 34 35 36 37 39
LINE A-1 I
01+18.70 01+05.39 1331 A-1A 072 072 090 684 064 10.0 00 100 I 574 370 924 595 000 595 1 18 0013 0,003208 61078 I 69082 000 337 000 018 1.25 000 3
01+05.39 00+89.62 577 000 072 0.00 0.00 0.64 10.0 00 10,0 I 574 370 424 595 0.00 5.95 1 18 0073 0.00320: 610.63 ( 610.68 337 3.37 018 6t8 0.35 0.06 1
00+89 62 00+23 23 6639 A-18 020 0,91 090 0-18 082 100 CA 101 5.71 4.68 9,20 7,54 0.00 7 54 1 1 B 0 013 0005150 61014 1 61048 337 427 ', 018 0,28 075 1 013 2
00+23.23 00+00 00 2323 A -IC 035 1,26 090 0.31 113 100 04 104 566 6,42 9A2 10,34 0,00 10.34 1 18 0.013 0 009699 609,52 60975
I
4.27 585 028 053 050 1 014 2
LAT A-1 b I
i
01+50 59 01+24 13 2646 A-18 0 20 0.20 090 018 018 100 00 100 ( 574 1.01 9,2 1622 000 1 1 62 1 12 0 013 00226601 611 28 j 611 BB 0 00 661 000 068 I 125 1 000 3
01+24 13 00+07.07 117 06 0 00 0.20 0-00 0.00 0,18 10.0 0 0 10,0 ( 5.74 1 01 9 24 1.62 0.00 1,62 1 12 0,013 0.003132 610 74 611.11 3 74 6 15 0 22 0,59 I 0.00 0 00 4
00+07.07 00+00.00
I i
Z07 0 00 020
I
0.00 0 00 018 10.0 00 100 (
I
574 101 924 1.62 000
i
1.62 1 12
I
I 0 0 3
i
0.002077 61063 j 6 W.64 2 07 2 07
i
0 07 0 07 0.35 0.02
1
i
NOTES
1 EXISTING DRAINAGE IMPROVEMENT DATA MAY BE OBTAINED FROM THE CONSTRUCTION PLANS OF
1.1. GRAPEVINE STATION LOT 2R, CITY CASE NUMBER CU20-08 (REFERENCE 1. 1), AND
1.2 GRAPEVINE STATION NORTH - PHASE i, CITY JOB NUMBER 7870012 (REFERENCE 12).
2. THE EXISTING STORM SEWER SYSTEM LOCATED AT THE NORTHEAST CORNER OF THE SITE IS SIZED
FOR THE RUNOFF OF LOT 4 PER HYDRAULIC CALCULATIONS FROM REFERENCE II.
3 CALCULATIONS SHOWN HEREON ARE FOR PROPOSED IMPROVEMENTS AND UTILIZES THE DESIGN
HYDRAULIC GRADE LINE (HGL) FROM REFERENCE 1.1 AT THE EXISTING STORM SYSTEM CONNECTION
INVERTELEV. Tfc
DESIGN OR RIM
Hk HGL FROM TO ELEV COMMENTS
FT ELEV FT FT FT
39 40 41 42 43 44
022 611.04 60682 1606.76 613 92 S1onm Pipe Extended for future devebpm0nt
0,10 610711 606,76 60fi.68 613.68 Band
0 15 610 63 606 68 606 35 613 74 ( Wye LAT A-1 b
039 610.14 60635 606.23 612.50 Curb inlet
60952 =Starting HGL
0 85 6t2 73 6 1 53 i 6to 74 615 53 Grate Inlet
O10 61121 690.74 607,22 616.17 Bend
0,10 61074 ( 607.22 606,93 61396 Bend
610.63 i = Stel HGL
CONDITIONAL USE REQUEST CU21-25 IS A REQUEST TO AMEND THE
PREVIOUSLY APPROVED SITE PLAN OF 1118-19 (ORD 2018-064) FOR
A PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE
DEVELOPMENT OF A OF A 950 SQUARE FOOT RESTAURANT WITH A
DRIVE THROUGH AND OUTDOOR SPEAKERS. (OUTDOOR SPEAKERS ONLY
IF USED FOR BACKGROUND MUSIC)
CASE NAME. DUTCH BROS COFFEE
CASE NUMBER: CU21-25
LOCATION LOT 4R2, BLOCK 1
OPRYLAND SECOND ADDITION
MAYOR SECRETARY
DATE:
PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
SHEET 7 OF 9
APPROVAL DOES NOT AUTHORIZE ANY WORK
IN CONFLICT WITH ANY CODES OR
ORDINANCES.
DEPARTMENT OF DEVELOPMENT SERVICES
The
Nunnally
Studio
ARhaaWn I mason I Planning
325 N. St Paul Street, Suite 3100
Dallas, Texas 75201
tel 214-450-9003
fax 866.387 7903
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OCIOBER 11. 2021 Pnlactt.
2021.7X3103 lhuBlummouukllulk
JalumudlIIII IIillll arenN.nmMo.
DRAINAGE CALCULATIONS
C4.
1
I POINT COORDINATES TABLE
IPOINT # DESCRIPTIONINORTHINS Isw STING
PMA nnc
METER aessaoo Ts.z osw
z RIR. oN .- I -sT s... I LIKI". eon
STA 0+00.00 ^- BEGIN SSWR-A
CONNECT TO EX. 8" SS STUBOUT
INSTALL: 4' DIA DROP SSMH
RIM= 613.70
FL EX. 8" 605.00 (FIELD VERIFY)
FL 6" IN = 609.83 SE
DROP CONNECTION)
N 7028550.22
E 2407494 59
LOT 2R, BLOCK 1
OPRYL.AND SECOND BEER ON
INSTRUMENT NUMBER
021821027A
PR T C T
N
X 8" SS OCW SS
EX 17W INSTALL
1.5' SERVICE n NF UnurY EASEMENT w/
i" IR RG. METER (BY SEPARATE /NSMUEN7) BE
INSTALL 1.5" SERVICE w/
2" DOM. METER NK_
P -z__1-- I
I VARIABLE
WIDTH UTILITY J T
as
SS EV_E S5 DRCr
RL£T EX-
17 Wy- F
UTILITY
LEGEND PROPERTY
ROUNOARY AmOw...
ASEMENT
PROPOSED
WATER 11.1 PROPOSED
SANITARYSFWER LINE PROPOSED
IRRIGATION LINE GAS -
PROPOSED GAS LINE UE -
PROPOSED
UNDERGROUND E
1E1TR11 LINE FXISTwGWATER
LINE EXIS1;
NGSLWER LINE i..,
EXIST LNG 6ASLINE E%
ISTING UNDFREEDI ND ELECTRIC
LINE EXISTING
STORM DRAIN R,
EXISTING WATER METER EXISTING
LIRE HYDRANT EXISTING
WATER VALVE EXISTING
SPRINKLER VALVE EXISTING
SEWER MANHOLE EXISTING
STORM MANHOLE EXISTING
STORM INLET EXISTING
LIGHT POLE EXISTING
POWER POLE EXISTING
ELECTRIC VAULT c
EXISTING TELEPHONE 80X EASEMENT (
BY PLAT) / I s- U
INSTALL
20 LF OF SS I r sW
ENCASEMENTCENTEREDI ( m
I ONSTORMCROSSINGiliooi)
hN STA
0+51.28 - SSWR-A 45'
WYE w/ CLEANOUT 1 I
FL 6" = 610.85 o o , h 87 LF UNDERGROUND l
N
7028514. 18 E
2407531.07 J o ELECTRIC LINE II 1.
1 o® STA
0+99.31 - SSWR-A od 2.79 LF 6" SS 45'
WYE w/ CLEANOUT 1. 00% I LOT
4Ri, BLOCK 0720
AC.(31,371 SIP FL
6" = 617. 34 T N
7028466. 76 cX ca+cRLTR E
2407531.37 n
I
3.
48 LF 6" SS Lor aR2. Block t IF1. D0% N ED U O71D AC /30.906 / m1ir2e2. r u, ^
I ALLSTA1+
02.78 SSWR-A 2 I 45" WYE
w/ CLEANOUT FL6"=611.
37 N 7028463.
71 v LOT S. BLOCK i OPRADDITION E
2407533.
84 I I LSp= INSTRUMENT NUMBER D18210274 P
R
Tc.r STA 1+
05.57 - SSWR-A 1 r-
o
EXIS77NG
GREASE
INTERCEPTORFIREREF MEP
PLANS) 1 HYDRANT FL6'=611.
40 N 7028463,
73 E 2407536.
61 1 I
cx
ca+
cRE>E Nx,xNwL =
MroT C' Ra*
x,xDA xo 1w sa,„<+TENLR
LnIE - P-- d-
24"
uxaw EX-
24"
55 EX-24'SS Gam ExGat -
TT RIM k-
CUT IN CONC- EX-12"
SS 17"' W,
LI,
EX1S77NG FIRE ft AWNT
FIE1, R,
WARNING** uNDERGRouNO
unL/
E. NORTHWEST HIGHWAY IN n!lS 4RE4 I CONTRACTOR - To coNrAcr
2"IrY LOCATING (STATE HIGHWAY NO. 26) SERViCEs 72HOURSPRIOR _ TO CONSTRUC
nON ACTIVITY MAI (VARIABLECONCRETE DTYPERIGHT-OF-WAY) RAVING AY) EX-12'
SS CeNARSTE "AX
BM X-
GILT IN CONC cam 0
2D
4D I I
I I 1
GRAPHIC SCALE
IN FEET I" = 2C'
W4RNINf, TO
I CALL 871 (
TEXAS 871) OR OTHER UTILITY LOCATING SERVICES 48 HOURS PRIOR
TO CONSTRUCTION ACTEITY DUNAWAY ASSOC, L P IS NOT
RESPONSIBLE FOR KNOWING ALL EXISTING UTILITIES OR DEPICTING EXACT
LOCATIONS OF UTILITIES ON DRAWiNG5. CRITICAL. LOCATIONS
OF
EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON
PUBLIC RECORDS THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR
LOCATING ALL EXISTING OPEL RES• BOTH HORIZONTALLY AND
VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION
UTILITY RFf
OCA PON NOTE IF ANY
EXISTING UTILITY POLES, POWER POLES, GUY MILES TELEPHONE UTILITIES,
ETC ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION
PLANS THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANY AND COORDINATE THE RELOCATION OF
ANY/OR ALL SUCH UPURES (NO SPECIAL PAY) y CXV
MACTTR AOVEORY THE CONTRACTOR,
AND HIS AGENTS (SUB -CONTRACTOR, ENGINEER, SURVEYOR, ETC)
ARE COMPLETELY RESPONSIBLE FOR THE VERIFICATION OF
THE ACCURACY OF THE DIMENSION CONTROL FURNISHED HEREIN
THE OWNER, AND HIS AGENTS, ARE NOT RESPONSIBLE FOR
THE ACCURACY OF THE COORDINATES FURNISHED THE
CONTRACTOR 15 REQUIRED TO VERIFY ALL OF THE COORDIN47ES FOR
ACCURACY AND CONFIRM THE LOCATIONS OF ALL UPOPES
TO BE CONSTRUCTED, BOTH HORIZONTALLY AND VERTICALLY DISCREPANCIES
FOUND BY THE CONTRACTOR SHALL BE REPORTED
IN WRITING, TO THE OWNER IMMEDIATELY FOR RECONCILIA PON
BENCHMARKS PRIMARY
BENCHMARK.
CITY OF
GRAPEVINE, ALUMINUM ROD STAMPED, CAP SETO 6' BELOW ACCESSCOVERRACCESSCOVERISSTAMPED. CITY OF GRAPEVINE MHE
O MONUMENT IS LOCATED AT THE WEATHER STATION RTTHECORPSOFENGINEERSATTHEGRAPEVINELAKEHEADQUARTERSERSONFAIRWAY =58 O6' (
110 FAIRWAY OR) PUBLISHED EL.
EVAnoN = sas 76' SITE BENCHMARK
CONTROL POINT
57, BOX CUT
WITH -AT THE NORTHWEST CORNER OF AN EXISTING STORM DRAIN
MEET ON THE NORTH SIDE OF NORTHWEST HIGHWAY STATE HIGHWAY
NO 26) APPROXIMATE 4083 FEET EASTERLY FROM THE
CENTER LINE OF BOYD DRIVE AND 31 FEET NORTH FROM THE
TOP BACK OF CURB PADEN TXNC
GRID COORDINATE N 7,
028,32082 E 2.
4OZ11557 ELEVATION =firs
60' CONTROL POINT
52 BOX CUT
WITH "X" ON AN EXISTING CONCRETE WALK (BACK OF WALK) ON
THE NORTH SIDE OF NORTHWEST HIGHWAY (STATE HIGHWAY NO
26) APPROXIMATE 67 FEET EAS7ERLY FROM THE CENTER LINE
OF BOLD DRIVE AND 138 FEET NORTH FROM THE TOP BACK
OF CURB NADSJ TXNC
GRID COORDINATE. N 7,
028,328 OF E 2.
407,37396 ELEVA PON =
61987' CONDITIONAL USE
REQUEST CU21-25 IS A REQUEST TO AMEND THE PREVIOUSLY APPROVED
SITE PLAN OF CU18-19 (ORD 2018-064) FOR A PLANNED
COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT OF
A OF A 950 SQUARE FOOT RESTAURANT WITH A DRIVE THROUGH
AND OUTDOOR SPEAKERS (OUTDOOR SPEAKERS ONLY IF USED
FOR BACKGROUND MUSIC) CASE NAME'
DUTCH BROS COFFEE CASE NUMBER
CU21-25 LOCATION: LOT
4R2, BLOCK 1 OPPYLAND SECOND
ADDITION MAYOR SECRETARY
DATE: PLANNING
AND
ZONING COMMISSION CHAIRMAN DATE:
SHEET:
8
OF 9 APPROVAL DOES
NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES DEPARTMENT
OF
DEVELOPMENT SERVICES 1 Li'
LJ.'
ti LI LrJL?i'.C;'C IWJ41WIIW1111 Id111ilid
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St Paul Street, Sul@ 3100 DRIla,, Texas
75201 LeI 214-
150-9003 fax. 866.
387,7903 I Ili11III1I.
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Date: OCTOBER 11
2NI Project#`. 2D21.TN20U2
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Symbol Avg Maz MinJ MaX/MIn Avg/Min Calc
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tODS TYPE N 18868
33 IOOt TYPE N 1282079
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v— F LOC RMURBMU TS FROR 100RDERNG - WA LUNBJS KID-VING LIGHT I FD MOD„ LE TDAPBRAiUFE
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WLFD I---v NFfAl4
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BASE NOT TO EXCEED
BUILDING HEIGHT RE
STRUCT TOLE &
LIGHT FIXTURE BY
MANUFACTURER PLAN
VIEW HANDHOLE
COVER
PLATE TORQUE
NUTS LEVELING
NUT NON -
SHRINK GROUT ANCHOR
BOLTS BY POLE
MANUFACTURER N
MINIMUM
3'-0" LONG FINISH
GRADE 10
GROUND . 1• RIGID INSULATION CONDUCTOR
Z =,-, CONNECT
TO - O NFS MATERIAL GROUNDLUG
OF
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MATERIAL - - - ELECTRICAL
CONDUIT CONCEAL
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BASE DETAIL OLSCALE: N.T.S. SW
Associates Co
Itng Engineers ITW
Pacle Ave Susie?
I W Dallas,
TX 76201 sal
St439>02t1 wwrv. WAergi een com PROJECT#
21_31 CASE
NAME: DUTCH BROS COFFEE CASE
NUMBER: CU21-25 LOCATION:
LOT 4R2, BLOCK 1 OPRYLAND
SECOND ADDITION MAYOR
SECRETARY DATE:
PLANNING
AND ZONING COMMISSION CHAIRMAN
DATE:
SHEET
9 OF 9 APPROVAL
DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES. DEPARTMENT
OF DEVELOPMENT SERVICES CONDITIONAL
USE REQUEST CU21-25 IS A REQUEST TO AMEND THE PREVIOUSLY
APPROVED SITE PLAN OF CU18-19 (ORD, 2018-064) FOP A
PLANNED COMMERCIAL CENTER, SPECIFICALLY TO ALLOW FOR THE DEVELOPMENT
OF A OF A 950 SQUARE FOOT RESTAURANT WITH A DRIVE
THROUGH AND OUTDOOR SPEAKERS (OUTDOOR SPEAKERS ONLY IF
USED FOR BACKGROUND MUSIC). I
I II The Nunnally
Studio
ARCHITECT
325
N, St. Paul Shee4 SuRe 3100 DaIWs,
Texas 75201 214-
450-9003 fax.
866.387.7903 Lg
GF TF 4
rjr A+
tq aatAWl
l ed9 Revlsi
I
I
I
I I
I I na„
Rep -I,,, LZ PL'
ad# 2021 TX3003 Sheet
NamelNo PHOTOMETRICS
CALCULATION
E0.
021
VICINITY MAP
NOT TO SCALE
METES AND BOUNDS
BEING a 1.4297-acre parcel of land situated in the A.F. Leonard Survey, Abstract >
a
No. 946, City of Grapevine, Tarrant County, Texas, and being all of Lot 4, Block 1, -
Opryland Second Addition, an addition to the City of Grapevine, as recorded in p
Instrument Number D218210274 of the Plat Records of Tarrant County, Texas 0 i2
P.R.T.C.T.), said 2A297-acre parcel being more particularly described by metes 60
and bounds as follows: m
BEGINNING at a found "X"-cut in concrete for the southeast corner of said Lot 4 $
and the southwest comer of Lot 5 of said Block 1, being on the north right-of-way
line of Northwest Highway (SH No. 26) (variable width);
THENCE South 89 degrees 28 minutes 44 seconds West, along the common line
between the south line of said Lot 4 and the north right-of-way line of said SH No.
26, a distance of 88.52 feet to a set 5/8-inch iron rod with yellow plastic cap
stamped "DUNAWAY ASSCC" (set 5/8-inch iron rod with cap) for the beginning of
a circular curve to the right, having a radius of 130.00 feet and whose chord bears
North 79 degrees 12 minutes 24 seconds West, a distance of 51.01 feet;
THENCE Northwesterly, continuing along said common line and along said circular
curve to the right, through a central angle of 22 degrees 37 minutes 46 seconds
and an arc distance of 51.34 feet to a found 1/2-inch iron rod with cap stamped
SPRY RPLS 5647" forthe beginning of a reverse circular curve to the left, having a
radius of 130.00 feet and whose chord bears North 79 degrees 12 minutes 23
seconds West, a distance of 51.01 feet;
THENCE Northwesterly, continuing along said common line and along said circular
curve to the left, through a central angle of 22 degrees 37 minutes 44 seconds and
an arc distance of 51.34 feet to a found 1/2-inch iron rod with cap stamped "SPRY
RPLS 5647" for the end of said curve;
THENCE South 89 degrees 28 minutes 53 seconds West, along said common line, a
distance of 79.89 feet to a set 5/8-inch iron rod with cap for the southwest comer
of a comer -clip at the intersection of the north right-of-way line of said SH No. 26
with the east right-of-way line Boyd Drive (90 feet wide); _
THENCE North 45 degrees 34 minutes 34 seconds West, along said corner -clip, a
distance of 28.31 feet to a set 5/8-inch iron rod with cap for the northwest comer
of said corner -clip, being in the east right-of-way line of said Boyd Drive;
THENCE North 00 degrees 18 minutes 50 seconds West, along the common line
between the west line of said Lot 4 and the east right-of-way line of said Boyd
Drive, a distance of 187.34 feet to a set "X" cut in concrete for the northwest
corner of said Lot 4;
THENCE North 89 degrees 38 minutes 58 seconds East, departing said common
line and along the north line of said Lot 4, a distance of 288.49 feet to a found
X"-tut in concrete for the northeast corner of said Lot 4 and the northwest
comer of said Lot 5;
THENCE South 00 degrees 21 minutes 02 seconds East, along the common line
between the east line of said Lot 4 and the west line of said Lot 5, a distance of
226.50 feet to the POINT OF BEGINNING and containing 1,4297 acres (or 62,277
square feet) of land, more or less.
The basis of bearings for this survey is the Texas State Coordinate System, North
Central Zone, based upon GPS measurements. Distances and areas hereon are
Grid values.
iLOT 2R. BLOCK i /
1
OPRYLAND ADDITION/ ( JO' 0 30'
INSTRUMENTSE60' ' INSTRUMENT
NUMBER J J NOTES: u.
tt¢sum arum D218210274 P.
R.T.C.T. / SCALE
FEET r)
1. The basis of bearings for this survey is the Texas State Coordinate System, North 1'.
7p• Central
Zone 4202, baud upon GPS measurements. Distances and areas hereon LEGET*
D; are
Grid values. a.,
2.
According to the graphical plotting of the Flood Insurance Rate Map for Tarrant P.R.T.C.T. = PUBLIC RECORDS l - - - - - - - - - - - - - TARRANT COUNTY TEXAS County, Texas and incorporated Areas, Panel 105 of 495, Map Number 48439C0105K,
Map Revised September 25, 2009, the subject property is loafed NAoe3
GRID i 7 J in Zone X (unshaded), defined as "Areas determined to be outside the 0.2% E:
2,401350,13 \\ / .a,"'a".,„ „
r ,:+.:,
on. \ / (( annual chance floodplain'. This statement does not reflect any type of flood SET '
x' CUT IN mearw.
U
firm. CONCRETEIN89'
38'S8'E 288.49' - +, II - - - "- 1 N89'38'S8'E 17e.e5' 3 The
underground utilities shown .. _ stud b
this 135.72
t+eraaroe'
SJ , _,",•„
13277 -- 1/ -- _'I
IT IN ( own hereon
are based upon visible appurtenant L ___ __ _ -- CONCRETE
fixtures and above -ground markings. All buried or subsurface utilities etther 1 anon
cAsrrtxr 1-=--r•
xmuso',. °
r u0'
n _ ( FOUND 1/
y IRON abandoned or in service may not be shown hereon. Caution should be used, and typYD zr °
sa°05,N':
E"
rrr, 1'•a''
Y °'06'
c_
ire - - _ \I y / ROD W1 COP I all utility companies and municipal inspectors should be consulted prior to j` ts • STAMPED f, <J
Opp+ eD.r '1M,'aaaeY / 'SPRY RPLS 5647" construction. 01, Cl
ses'a tan. urAn,ucr+" ,
I / PLANNING &
ZONING COMMISSION: f0 tl1S1R,,,,
r,,,o o,,,,,a, 4 / +sal' za.,,„m I 4. Title Commitment Note wrawpzt / Date
Approved: I urnmrroTheSurveyor
has not abstracted the record title and/or easements of the subject LOT 4.
BLOCK I I / I Chairman: property. The surveyor prepared this survey with the benefit of a Examiner's OPRYLAND SECONDADDITIONerINSTRUMENTNUMBER /
I I I Report issued by Old Republic National Title Insurance Company, Reference P.R.
T..C.T.C.T. I` z>ss 02182R / i
I //
Secretary: Number: 304991NCr-
261, with a Certification Date Apn112,2021, and assumes i I J
GRAPEVINE
CITY COUNCIL: no liability for any easements, right-of-way dedications or other tltk matters I I affecting
the subject property which may have been filed in the real property S ( Date Approved:
records but are not disclosed in said title commitment. m LOT 4R2,
BLOCK 1 / LOT 202 BLOCK1
yy
0.7202 ACRES
g 0.7095 ACRES / ( 'eon I /( I
Mayor. S.
All property comers are 5/8." Iron rods with yellow cep stamped 'DUNAWAY 31,371 SQUARE
FEET 30,906 SQUARE FEET/ I e I I City Secretary;
Assoc"
unless otherwise noted hereon io / 6. Area
Regulations: r ( 1.4297
ACRES / ( i w I / I EXISTING
AND PROPOSED ZONING IS CC - COMMUNITY I- Front Yard: Every lot shall have a front yard of not less than twenty-five (25) SZ DEVELOPMENT NOItL.P. 62.277 SWARE
Pe o (COMMERCIAL
1 feet which shall be utilized as a landscape setbackarea. Front yards shall not INSTRUMENT NUMBER tssotl
L.yx41• I DATE OF PLAT: NOVEMBER 2021 4•wW+• beusedfor an building, structure, fens, wall or storage area, except that D216 .T.0Dt
1 , 1.taaV b1"a11' x•
444 Y +d i B
P o.
P.R.
t.cT. a sx ss
yet ryapl 2s «oa g LOT 5, BLOCK 1 I signs may be permitted in this area. Front yard shall be landscaped with grass, vP`,¢,'"`ax°;,,n /
oPRnAND SECOND ADDITION LOT 6, BLOCK 1 shrubbery, vines, or trees and no part shall be paved or surfaced except for SET 5/8'
IRON ROD WITH ®"a+. /" INSTRUMENT NUMBER ppRYLAND
SECOND ADDITION PLASTIC CAP STAMPED
J .w J
DIS210274
INSTRUMENT NUMBER minimum access, driveways, and sidewalks in accordance with Section 53 of 1na4smt I / al.
mtr sa-u \ P.R.T.C.T. 0218210274 this Ordinance. DUNAWAY ASSOC.* y111C /
b o-nsta' / / P.R.T.
C.T. a.tn.oa
o-t z4s 18 Af +n0y ss /->wm'.4,x *.>r T - - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ , - SIDE YARDS: Every lot shall have two (2) side yards, each of which shall not oasn• 4ItY ytM' % - - - - - -
a,wA,eA
D olwrr sr >xrr
u4s y,w, / L" •
I / less than
twenty (20) feet in width. Planned Commercial Centers permitted as w+n9 m•
L-xar 14, o1.ae'
1xr
say ss4 J tea; a conditional use shall meet the requirements of Section 25.N.1 rre AVIGATION RELEASE
axwt ar af_
L ! xlewbrr ` -. / \ /— -- - - - m www>
ms_
wrizcw - _ - - _ - - - - - - a.ynrw• nss• / oM.
wr THE STATE OF TEXAS
Moor Wts u' ys
orsrr IY yst
51.0' _ _ COUNTY OF TARRANT fY- '•^ras' _---- /--- -- /---- WHEREAS,refnafter
celled 1 — — — — — — — — — — — —
r93,`fir. -- ------ ,he589'28'53'W
79.89' - - - ar' n`E uaY (- - - - - - -% - - - - !
J FOUND //2' IRON ROD I xoryl•ors / / WITH CAP
STAMPED "Owner" whether one or more , is the owner of that certain parcel of land situated in the of Grapevine, Tarrant Coun Texas, being f may I SPRY
RPLS
5647'
1 ( ) P City tV,
ng
1 FOUND 1/2" (
uoa _/_
NgL7I L4'E 178.38'_ _ _ _ said property as described as shown on this plat. NOW THEREFORE, in consideration of the sum of ONE AND DD/100 ($1.00) DOLLAR and IRON ROD WITH CAP
STAMPED 589-28'
44-W 88.52' / _POINT other good and valuable consideration, the receipt and sufficiency of which is hereby fully acknowledged and confessed, Owner does SPRY RPLS 5647'A-
22'37'44' SET 5/8- IRON ROD WITIN NADa3 GRID NORTHWEST HIGHWAY hereby waive, release, remise and quitclaim to the City of Grapevine, Tarrant County, Texas, the Dallas -Fort Worth International Airport Ra130.00' L-51.
34' PLASTIC CAP STAMPED N: 7,02&334.61 CH-N79'12'23"
W 51.01' e=22'37'4b' 'DUNAWAY ASSOC.' g E:
2.407,640.
59 (STATE HIGHWAY NO. 26) Board, the Cities of Dallas, Texas and Fort Worth, Texas, their successors and assigns, hereinafter called "Cities", for the useand bene o FOUND 1/2' IRON ROD-
e22'37' ' L651.34' 8 'Fx0'UH000T
m (v''BLE
WIDTH RIGHT-OF-
WAY) 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 SET 5/e' IRON ROD
WITH WITH CAP STAMPED CH-09'12'24'101
51.01' CONCRETE passage and flight of
all aircraft in the air space above Owner's property above the height restriction as presently established by PLASTIC CAP STAMPED 'SPRY RPLS
5647' %% DUNAWAY ASSOC-' _ _ - _ - - _ _ - _ Ordinance NO. 73ab
above the
City of Grapevine, known
as the Airport Zoning Ordinance of the es, dust, f Worth Internationallubricant
ar 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 OWNER'S CERTIFICATE STATE OF
TEXAS § COUNTY OF
TARRANT§ WHEREAS is
the owner of
a acre tract of land in the
A.F. Leonard Survey, Abstract 946, situated in the City of Grapevine, Tarrant County, Texas and
being that tract described in of the Deed (or Plat)
records of Tarrant County Texas and being more particularly
described as follows: 1, Mark Yale, of Dunaway
Associates, a Registered Professional Land Surveyor of the State of
Texas, do hereby declare that I prepared this plat from an actual and accurate survey on the
land and that the corner monuments shown thereon were properly placed under my personal
supervision in accordance with the platting rules and regulati ns of the Sty/
late of Texas and
the City
of Grapevine. I0173/2027 0 OF T
Mark Yale
MARK 0. YALE
Registered Professional Land Surveyor Texas
Registration No.5975 9
paC5975rss,6 P O
SURVEY A% rr D U
N
AWAY 550 Bailey Avenue • Suite 400 •
Fort Worth, Texas 76107 Tel: 817.335.1121 TEXAS
REGISTERED SURVEYING FIRM NO.
10098100 LAND USE TABLE LAND USE
TABLE Total Gross Acreage 1.4297
Ac. Total Gross Acreage 1.4297 Ac. Right -of -Way Dedication 0
Right-of-Woy Dedication 0 Net Acreage 1.4297 Ac.
Net Acreage 1.4297 Ac. Number of Residential Lots 2
Number of Residential Lots 2 Number Non -Residential Lots 0
Number Non-Residentiol Lots 0 Non-Residentiol Acreage 0 Non -
Residential Acreage 0 Private Pork Acreage 0 Private
Park Acreage 0 Public Pork Acreage 0 Public
Park Acreage 0 NOW, THEREFORE KNOW ALL MEN
BY THESE PRESENTS, THAT does hereby adopt this plat
of 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. The easements shown hereon are hereby reserved for the
purposes as Indicated. The utility easements shall be open for all City or franchised public utilities for
each particular use. The maintenance of paving on the easements is the responsibility of the
property owner. No buildings or auxiliary structures shall be constructed, reconstructed, or placed upon,
over, or across the easements as shown. Said easements being hereby reserved for
the mutual use and accommodation of all public utilities using, or desiring to use
same. Any City or 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 full right of ingress and egress to and
from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and
adding to or removing all or parts of its respective system without the necessity
at any time of procuring the permission of anyone. 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 20_ Signature of Owner) SURVEYOR DUNAWAY
ASSOCIATES. 550 BAILEY
AVENUE.
SUITE 400
FT. WORTH, 'TEXAS 76107 817)
335-1121 (PHONE) CONTACT:
Alen Moore, RPLS EMAIL:
AMoore®dunaway.00m NOTARY
CERTIFICATE The State of
TEXAS County
of TARRANT Before me
caused by falling
aircraft or
falling physical objects from aircraft, except as stated herein with respect to noise, fumes, dust, fuel, and lubricant particles. it is agreed
that this
Release shall be binding upon said owner and his heirs and assigns, and successors in Interest to said property; and it is further agreed that this
instrument shall be a covenant running with the land, and shall be recorded in the Deed Records of the county or counties in which the
property is situated. EXECUTED at , Texas, this _ day
of , 20_ JM Jr._ OWNER OCT 1 3 202
1
The State of County ofENGINEEROWNERDUNAWAY
ASSOCIATES WESTWOOD
GROUP DEVELOPMENT
Before me on this day
personally appeared BY_ • known to me (or ide 550 BAILEY AVENUE, STATE
400ADDRESS:
801 E. Northwest HWY, proved to me on the oath of or through `""""""• {descriptfonohr.:ity FT. WORTH, TEXAS 76107 GRAPEVINE,
TX. 76051 card or other document) to be the person whose name is subscribed to the foregoing Instrument and acknowledged to me that he 817) 335-1121 (PHONE) CONTACT:
Chrie Leighton CONTACT: Austin M. Carr. PE
PHONE: (817) 442-0000 executed the same for the purposes and consideration therein expressed. EMAIL ACarrOdunaway.00m EMAII; ccleightomdwestwoodlandcom
Given under my hand andseal of office this day of A.D. 20_ on this day personally appeared
known to me (or proved
to me on the oath of nr through description of identity
card or
other document) to be the person whose name is subscribed to the foregoing instrument and acknowledged
to me that he executed the same for the purposes and consideration therein expressed. Given
under my hand and
seal of office this day of . AD2021 . SEAL Notary Signature SEAL Notary
Signature
FINAL PLAT
OF
LOTS 4RI &
4R2, BLOCK I OPRYLAND SECOND ADDITION SITUATED IN
THE A.F.
LEONARD SURVEY, ABSTRACT NO. 946 THE , BEING A RE -PLAT OF
ALL OF LOT 4, BLOCK 1, OPRYLAND SECOND ADDITION, RECORDED IN DOCUMENT NO.
2018210274 IN THE PUBLIC RECORDS OF TARRANT COUNTY, CITY
OF GRAPEVINE, TEXAS. LOT 4RI 0.7202 Acres (
31,371 Square Feet) Lot 4R2 0.7095 Acres (
30,906 Square Feet) Existing Zoning: CC This plat
was prepared in
September, 2021 THIS PLAT FILED IN COUNTY
CLERK'S DOCUMENT NO. D DATE: