HomeMy WebLinkAboutORD 2021-056 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.EL
ALI-'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 USE
SPACE (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
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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 ---
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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'�
.:r
DATE:
�>---
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: SPACES
SPACES ----
DUTCH BROS COFFEE ENGINEER 7O TRASH ENCLOSURE.14'X24' MINIMUM DRAB REQUIREDBY LOCAL JURISDICTION,W/ ACD/Pla- PARKING
ACC SSIBLE E(RED —
NAWAY ASSOCIATES, LLC LOCKING GATES AND SITE LIGHT (REFER TO SHEETS AS)0-A9.1 FOR DETAILS,
JEFFREY BENNEET DU
JEF 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
s PR OPERTOD PDEVEENTNOIILP PROPERTY. ALL SUCH EQUIPMENT SHALL BE SCREENED FROM Studio
WES1000 TEXAN TR STE 200 10 WALK-UP SERVICE WINDOW MEW
EW
Alchib°bEn I 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 PLANTING HEDGES. 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 � .� / / l BUILDING $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'
FUTURE LOT '�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
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.� '�P4' \ I s P,.P.Er LU
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(� LOT `lRI. BLOCK 1 I a4.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 BmenR TPal. aoa I xw7R>s m (1) >
p I o
e,R.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 ,o cam»
/ 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 1 APPROVAL DOES NOT AUTHORIZE ANY WORK L a o
OPRYLAND SECOND ADDITION = 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 OF CU18-19 ORD. 2018-064 FOR
osT{EiTTm ate°" - / / ,° wLwE ,o -xPR E A PLANNED COMMERCIAL CENTER, SPECIFlCALLY TO ALLOW FOR THE
ROLIFD CURB TD BE INSTALLED v°wuE Tw. 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 DUTCH BROS COFFEE
FOUND 1/2- 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
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VICINITY MAP
NOT TO SCALE
LU I,
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GRAPHIC SCALE IN FEET
1" = m.
2S' WA'Ek &
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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�^'
L 12 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
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( A*I_ I1_Ii_--1-I-I_I II I II'�l�i
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-' .. DEG 241 sf - V INCk 1
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& UIIL ESMI
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(I DEG =1
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BER I.1
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TYP.
DBH �I_1 •
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�. 950 SFSHO
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DBH DBH CEE
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BER
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\�'.�?'�`?� - - - 15'BUFFER
1-1 1, (Inc
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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 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.hlbcWn I IM.Im I IIIII
325 N. St. Paul SIT-t, Sude 3100
DaIll Terris 75201
tel. 214-450-9003
fax. 866.387.7903
pill I,II
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,011611 LL Idlh III I111d JIIII1 J I " j.I
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LANDSCAPE PLAN
L1.0
e
MATERIAL COMPOSITION
FRONTELEVAPON:
'STUCCO - 206 S.FJ40%
'MASONRY -48 S.F,/9%
'FIBER CEMENT SIDING - 202 SFJ40%
'GLAZING - 57 S.F 111%
LEFT ELEVATION
'
STUCCO -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
GLAZING FRAMINGIGLASS - KAWNEERMTRO
MONUMENT SIGN BY OTHERS - REFERENCE ONLY
3
2
t
PRE- FINISHEDPARAPET
A7.D
A7.0
CAP FLASHING,
A7 D
COLOR TO MATCH
PRE -FINISHED PARAPET 1B-� C
CAP FLASHING,- -
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 WEw
arxL yr=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
1A
J•
LIGHTED SIGN, INSTALLED
COSIGN CONTRACTOR,
v LIGHTED SIGN,
WSTALLE09YSIGN CRICAL JTOR,
CDORD WIGREQ
_
,JIB. �jl� T�, -
, I- , IL
--
)�
I
_ COORD O ELECTRICAL
- JBOX REQUIREMENTS KING
L•1 L REQUIREMENTS
AND BtOCKWGftEOUIREMENTS
REQUIREMENTS
pRE-FAB
�1.
P.
..1ii .,.-fiU
- - - - - -
'
-
ROOF EQUIP BEYOND -
METALAWNING
-
-
•---J r
ByOTHERS
SIDING SCHEDULE - ALTERNATE w/ CANOPY
ID TAG i MATERIAL MANUFACTURER MODEL ! REMARKS J
(ZONE 1 (BODY)
1A STUCCO -
3-COAT SYSTEM W/ ACRYLIC MEDIUM COLOR BLDG OB DARK GRAY
SAND FINISH, REVEALS AS SHOWN J
f
i8 STUCCO
3-COAT SYSTEM WI ACRYLIC MEDIUM
I_
COLOR: BLDG DB LIGHT GRAY
SAND FINISH, REVEALS AS SHOWN
+ZONE 2 (TOWER)
2 iSIOER CEMENT (NICHIHA
ILLUMINE AWP 1818 w/ FACTORY
CION,
COLOR. BLDG DI BLUE
ZONE 318ASE)
STONE VENEER ELDORADO STONE
BANFF SPRINGS COLOR PER MFR.
3
�CLIIIST.NE,
STONE SILL ELDORADO STONE
SNAPPED EDGE WAINSCOT SILL COLOR. PEWTER
+ZONE 4 (FRAMED CANOPY)
1
4 FASCIA -
(METAL FASCIA, FLAT 3 SIDES, COLOR: BLDG OB
III
DARK GRAY
5 SOFFIT HEWN ELEMENTS
(III
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
PRE -FINISHED PARAPET
CAP FLASHING
COLOR TO MATCH
B
PRE -FINISHED PARAPET _SHING. _ METALPRE-FAB
AWNING,
CAP TO MATH BV OTHERS
COLOR TO MATCH
10
T_p ppII, 5YG1EM CANOPY FASO�
STUCCO FINISH i' 5 .1" CANOPY SOFFIT r
COLOR DBUGHTG BY ____ _- i{_'}}, _ --_ _ BY 0QD
MET4HER61NGS. 1
CONTROL JOINT IN STUCCO - - I I - ",� CANOPY COLUMNS
AWNING DOWNBPOUT' N
_ DAYLIGHT TO DRIVE AISLE
9' LED MENU BOARD �I � I � - ___ - -01B OT FIXTU '
02t 1 - 1- ----- E�MENU BOARD
DA YLPVCUNDER SLAS
STAINSSTEEL GEHXT�TRONEADRES
LANDSCAPE
SERVICE
TRAY
R DOWNSPOUTS AINTED PER PLAN00� OVERFLOW SP
+T Wl PLASTIC WALL HYDRANT ✓�'
j---
�BN€ //--
• STONE VENEER btE_ J
0
4 LEFT ELEVATION - DRIVE-THRU WINDOW - Al
SCALE: 1/4" = V-O"
5 q PRE -FINISHED PARAPET
CAP FLASHING,
A7.0 A7.0 COLOR TO MATCH
O
STUCCOFINIBH
COLOR DB LIGHT GRAY I
,B I}jf
I LIGHTED SIGN. INSTALLED
BY SIGN CONTRACTOR,
O WI ELECTRICAL J
AND BLOCKING
REQUIREMENTS
P I
I �
i I
I
"-T
/ 3 \ REAR ELEVATION - Al
`^-'--- SIDING SYSTEM
0
- PRE-FAB
= METAL AWNING.
BY OTHERS
CONTROL JOINT IN STUCCO
I� AWNING DOWNSPOUTS
I I DAYLIGHT TO DRIVE AISLE.
I PROVIDE 3'PVC UNDER
1 SLAB AS NECESSARY
1-
�� 6- STEEL PIPE BOLLARD
WI PLASTIC SLEEVE
EXTERIOR DOORS,
PAINTED PER PLAN
I
SCALE: 1/4" = T-0"
PRE -FINISHED PARAPET 4 5 CAP FLASHING, 1 2 PRE -FINISHED PARAPET
COLOR TO MATCH A7.0 A7.D A7 D CAP FLASHING, A7.0 AT.O
? o P O COLOR TO MATCH
Tom_ �_ L.,1--J_Y. ��-•y=.c, i_ f - STU COLOR 8DAR
PRE -FINISHED PARAPET PRE-FWISHIN PARAPET \/ r PRE -FINISHED PARAPET COLOR DB DARK GRAY
COLORSICCSDA CAP FLASHING, MAT �' IB F CAP FLASHING. GAPFLASHING,
COLOR DB DARK GRAY COLOR TO MATCH --_y - - COLOR TO MATCH SO -SYSTEM COLOR TO MATCH to
O_ 10 P
CONTROL JOINT IN STUCCO
`J f LIGHTED SIGN,
LIGHTED SIGN. INSTALLED
1 INSTALLED BV SIGN CONTRACTOR
- _. t' i I F. ' �s _� coORD B SIGAICONTRACTO
BY SIGN CONTRACTOR, I
COORD WIELECTRICAL - - - - ROOF EQUIP BEYONQ '
f t • LE J
J80XAND EQUIRE ENTS 4. �"; - AND BLOCKING REQUIREMENTS
REQUIREMENTS � LIGHTED SIGN INSTALLED
SIDINGSYSTEM „ HY SIGN CONTRACTOR, --- -- ----- - -". ADDRESS NUMBERS, PROVIDED BY GC
PRE FINISHEDPARAPET CO a Wt ELECTRICAL PR VIDE
WIGH CONTRAST
J-BO%AND BLOCKING PROVIDE HIGH CONTRAST
CONTROL JOINT IN STUCCO - -- CANOPY FASCIA COLPO TO OHMATCH REQUIREMENTS __ -_-r WISACKGROUND
� 1p oaayyqqO v t0 PRE-FAB
O I .4TBY OTHERS CANOOPY FASCIA
PRE— METAL AWNING, CANOPY SOFFIT "
V aWNWC✓yy cAx�Pr - - �— METAL
II
BY OTHERS I _ CANOPYCOLUMNS t- 11 STUCCOFINISH-i-_-----
L4 UGHTFIXTURE. a ,( �'2-� - O•.r -_ ---
_ _ L BV OTHERS ,!
��1 Cta rz'PVC
-~ �. COLOR DB LIGHT GRAY AWNWG WWNSPOUT,
V TO ENARESi1LANDSCAPE I' t i� _- 'a "I _ 6 T_ e,v 112 DAVUNINGDRIVEAIUTE 1 ---'t"----" >I CANOPY SOFFIT
t auT-Ji €AQ_6'ff-BOF%TURFS - 6 �_5L2 1
GHT TO
UNDERSLAB,DAS ToYLIGHTI TT OS -`-J
`��� - _-T-^� �/ iB CANOPY COLUMNSCD
~ -�
LED MENU BOARD -fjl r •i--I rt�_---�' I-_.- _ } •� ;I.—_ -- - I!1
DOWNSPOUTS TO
3' PVC UNDER SLAB.
DAYLIGHT TO NEAREST DOWNSPOUTS TO
3- PVC UNDER SILAS,
LANDSCAPE OR
STORMWATER 5 nvrce wp¢w 5x1 OVERFLOW i, LANLIGTO NEAREST
DOWNSPOUT HT -�
STONEVENEERCD
-
1 - .d -'--F-' -� "STEEL PIPES _ _ STONE VENEER
? 1' J — ' - wrPusncs EE E —r` G -
�.r
RIGHT ELEVATION - WALK-UP WINDOW - Al 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
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09/07/2021
ReVlsions:
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ChnkP I [I N_
-Lta'n rrolrt7/20a1
Prgect # 2021.TX3003
Sheet NamelNo.
BUILDING ELEVATIONS
(
/
GRADING LEGEND
/
/
/
r1 -- PROPOSED CONTOUR
v
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
I
PF
N OR
/
I
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1
613 612
- -----
- I - —�
I
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_ _
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rc 6/3 0 - -
csrzsD
- - TO 614 25 l
I TO
6f430 G 61375 sZcJ l
G 613 80 TC 12 45IT MA 301 /
C 6
AN-11/
rxrcr /
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 l - { TC 616 65 / 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 ME
/ \ wnxeoer otxcns \\ �TH 618.22 ME
/ I
0BM %-CUT IN CONIC J __ , - _ - - -
% 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 CONTACT
THE APPROPRIATE UTILITY THE
AND COORDINATE THE
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 OY
COVER
BELOW ACCESS COACCESS COVER IS STAMPED, "CITY OF
GRAPEVINE, M E O MONUMENT IS LOCATED AT ME KEAVIN LA
STATION HEADQUARTERS
THE CORPS OF ENGINEERS AT IR GRAPEVINE LAKE
HUBLISH D ELE ON FAIRWAY DRIVE (110 FAIRWAY DR)
PUBLISHED ELEVATION = 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
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PLAN
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LOT 2R, BLOCK 1
OPRYLAND SECOND ADDITION
INSTRUMENT NUMBER
D218210274
PRTCT
"WARNING"
UNDERGROUND UVVRES
IN THIS ARE411 CONTRACTOR
» CONTACT UPUTY LOCARNG
/
/
/
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/
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FF,�T
DRAINAGE LEGEND
---- I — cl�)c---------- E%ISTIN--DCUR
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VROROSLD STORM DRAIN
RROROSED STORM
Im GRAIN STRUCTURF
.:.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—
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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
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doh INSTRUMENT NUMB
® / ■ I / OPRDRTION
D182TCT
18
2 x2' GRATE INLET ,� ` l ` l
y TOP. 615.53 , % /r t A-1d /
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(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
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PRELIMINARY
DRAINAGE PLAN
RATIONAL METHOD RUNOFF CALCULATIONS
AREA
AREA(ac.)
Tc
C7 19
C1 C1'A
Qt
15
((
Q5
1100
Il
COMMENTS
NAME I
inthr
�(B ) ( )
cts
( )
inlhr )
(cfs )
inlhr
I { )
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 Plans
i
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 DI
I
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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Dab: OCIOBER 11. 2021
Pnlactt. 2021.7X3103
lhuBlummouukllulk JalumudlIIII IIillll
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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
s
W
ENCASEMENT CENTERED I (
m
I
ON STORM CROSSING i l i
oo
i)
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
IF
1. D0%
N ED U O71D AC /30.906 /
m
1 i
r
�2e2.
r
�u, �^
I
ALL
STA 1+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 INTERCEPTOR
-
FIRE
(REF 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 72 HOURS PRIOR _
TO CONSTRUC nON ACTIVITY MAI (VARIABLECONCRETE DTYPE RIGHT-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 SET O 6'
BELOW ACCESS COVERR ACCESS COVER IS STAMPED. CITY OF
GRAPEVINE MHE O MONUMENT IS LOCATED AT THE WEATHER
STATION RT THE CORPS OF ENGINEERS AT THE GRAPEVINE LAKE
HEADQUARTERS ERS ON FAIRWAY =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
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32S N St Paul Street, Sul@ 3100
DRIla,, Texas 75201
LeI 214-150-9003
fax. 866.387,7903
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PRELIMINARY UTILITY
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Description Symbol Avg Maz MinJ
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LIGHTING FIXTURE SCHEDULE
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18868 33 IOOt TYPE N
1282079 1003 TYPE N
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PLAN VIEW
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OL SCALE: 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
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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'
INSTRUMENT
SE60' ' 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` t s • STAMPED
f, <J Opp+ eD.r '1M,'aaaeY / 'SPRY RPLS 5647" construction.
01, Cl ses'a
tan. ur An,ucr+" , � I / PLANNING & ZONING COMMISSION:
f0 tl1S1R,,,�,r,,,o o,,,,,a, 4 / +sal' za.,,„m I
4. Title Commitment Note
°wrawpzt / Date Approved:
I urnmrro
The Surveyor 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 SECOND ADDITIONer
INSTRUMENT NUMBER / 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 BLOCK 1 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 NO It L.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+• be used for an building, structure, fens, wall or storage area, except that
D216 .T.0 Dt �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�z4�s 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. -- ------ ,he
� 589'28'53'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 of
ENGINEER OWNER
DUNAWAY 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 and seal 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: