HomeMy WebLinkAboutItem 10 - Jiffy Lube TO- HONORABLE MAYOR, CITY COUNCIL MEMBERS AND THE
PLANNING AND ZONING COMMISSION
FROM- BRUNO RUMBELOW, CITY MANAGER
ERICA MAROHNIC, PLANNING SERVICES DIRECTOR
MEETING DATE- MAY 21, 2024
SUBJECT- PLANNING SERVICES TECHNICAL REPORT OF CONDITIONAL
USE APPLICATION CU24-13: JIFFY LUBE
�- i I
� Grapevine
Lake 5 APPLICANT- Drew Donosky — Clay Moore
I`_IeRd. Engineering
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11
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A. yak' I.H.1635
Northwest 1 PROPERTY LOCATION AND SIZE:
\taE�� P� o) 9? I
1 The subject property is located at 3500 Grapevine
Mills Boulevard North and platted as Block A, Lot
t Sy DFW 3 I
Hall-Johnson Airport 1 6A1 Grapevine Mills Crossing Addition. The lot
T____M o contains approximately 1.76 acres and has 295 feet
LJ Glade Rd. — �, —I _i of frontage along Grapevine Mills Parkway and 224
feet of frontage along Grapevine Mills Boulevard
North.
REQUESTED CONDITIONAL USE AND COMMENTS-
The applicant is requesting a conditional use permit to amend the previously approved
planned commercial center CU06-55 (Ord. 2007-06) to develop an automotive repair
garage with a full-service drive-thru car wash.
The applicant intends to develop a 32-foot, 6,106-square-foot automotive repair garage
and full-service car wash (Jiffy Lube)that includes an indoor auto service area,two offices,
equipment rooms, employee breakroom, restrooms, a lobby for patrons and a tunnel style
drive-thru car wash. A 10-foot, 5,292-square-foot outdoor customer convenience canopy
is proposed.
There will be three points of access; an access off Grapevine Mills Parkway at the
southwest corner of the site, one off Grapevine Mills Boulevard North at the northeast
corner, and the other through an existing access easement at the southeast corner of the
subject site. The total number of parking spaces required is 32. The provided number of
parking spaces is 36.
PRESENT ZONING AND USE:
The property is currently zoned "CC", Community Commercial District and is undeveloped.
HISTORY OF TRACT AND SURROUNDING AREA:
The subject property was rezoned in the 1984 City-wide Rezoning from 1-1", Light
Industrial District to "CC", Community Commercial District.
On February 20, 2007, City Council approved CU06-55 (Ord. 2007-06)to establish
a planned commercial center, Block A, Lots 1-6, Grapevine Mills Crossing Addition.
SURROUNDING ZONING AND EXISTING LAND USE:
NORTH: "CC", Community Commercial District — Kwik Kar Wash and Auto
SOUTH: "CC", Community Commercial District— Lazy Boy Furniture Galleries
EAST: "CC", Community Commercial District— Multi-tenant building, Corky's
Gaming Bistro, Altitude Trampoline Park, and Martial Arts
WEST: "HCO", Hotel/ Corporate Office District — Chesapeake well site, and
undeveloped property, and "CC" Community Commercial District -
undeveloped
AIRPORT IMPACT:
The subject site is located within "Zone B" Middle Zone of Effect as defined on the"Aircraft
Sound Exposure: Dallas/ Fort Worth Regional Airport Environs" Map. In "Zone B", the
following uses may be considered only if sound treatment is included in the building
design: multifamily apartments, motels, office buildings, movie theatres, restaurant,
personal and business services. Single-family residential and sound sensitive uses such
as schools and churches should avoid this zone. The applicant's proposal is an
appropriate use in this noise zone.
MASTER PLAN APPLICATION:
Map 2: Land Use Plan of the Comprehensive Master Plan designates the subject property
as a (CO) Commercial land use. This request is compliant with the Master Plan.
THOROUGHFARE PLAN APPLICATION:
The City of Grapevine's Thoroughfare Plan designates Grapevine Mills Parkway as a Type
A, Major Arterial with a right of way width determined by TxDOT. North Grapevine Mills
CU24-13.4 2
Boulevard is designated as a Type B, Major Arterial with a minimum 80-foot right-of-way
and is developed as six lanes with a median.
CU24-13.4 3
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0 150 300 450 600
CU24-13; Jiffy Lube
VI E
"T 3500 Grapevine Mills Boulevard, North
E hi 1< A S N
W�E
This data has been compiled by the City of Grapevine IT/GIS department.Various official and unofficial sources were
Date Prepared: 5/9/2024 used to gather this information.Every effort was made to ensure the accuracy of this data,however,no guarantee is
given or implied as to the accuracy of said data.
CONDITIONAL USE PERMIT APPLICATION
AND SITE PLAN SET CHECKLISTS
Current or if unplatted, proposed subdivision name(s), Gross area of parcel (to nearest tenth of
block(s), & lot(s) acre)
GRAPEVINE MILLS CROSSING BLOCK A LOT 6A1 1,7630 _
Street frontage & distance to nearest cross street Describe the Proposed Use
AUTOMOTIVE COMMERCIAL DEVELOPMENT
Proposed Zoning Existing Zoning
cc cc
Future Land Use Designation Subject Property Address
CO 3500 GRAPEVINE MILLS PKIW,GRAPEVINE,TX
All Conditional Use Permit Requests are assumed to be complete when filed and will be placed
on the agenda for public hearing at the discretion of staff. Based on the size of the agenda, your
application may be scheduled to a later date.
All public hearings will be opened and testimony given by applicants and interested citizenry.
Public hearings may be continued to the next public hearing. Public hearings will not be tabled.
Any changes to a site plan approved with a conditional use permit request can only be approved
by City Council through the public hearing process.
Any application for a change in zoning or for an amendment to the zoning ordinance shall have,
from the date of submittal, a period of four months to request and be scheduled on an agenda
before the Planning and Zoning Commission and City Council. If aftersaid period of four months
an application has not been scheduled before the Commission and Council said application
shall be considered withdrawn, with forfeiture of all filing fees. The application, along with the
required filing fee may be resubmitted any time thereafter for reconsideration. Delays In
scheduling applications before the Planning and Zoning Commission and City Council created
by city staff shall not be considered a part of the four-month period.
I have read and understand all of the requirements as set forth by the application for a
conditional use permit request and acknowledge that all requirements of this application have
been met at the time of submittal.
Owner Name 0jar./ r w c•�oti _ Owner Phone Number An -3Zf- 719.T
Company ENCORE RETAIL DEVELOPMENT 00 _
Address 1705 W NORTHWEST HOW SUITE 250
City GRAPEVINE State Tx Zip Code 761351
Email MAR 0 4 2024
2 W144 WP13
Planning Services Department
200 S. Main Street a Grapevine,TX 76061 •817.410.3155
Updated lanuary4,2024
CONDITIONAL USE PERMIT APPLICATION
AND SITE PLAN SET CHECKLISTS
Project Representation (check one):
o I will represent the application myseH; OR
sr I hereby designate.DREW DONOSKY (name of project
representative) to act in the capacity as my agent for submittal, processing, representation,
and/or presentation of this request. The designated agent shall be the principal contact person
for responding to all requests for information and for resolving all issues of concern relative to
this request.
I hereby certify that I am the property owner of the property and further certify that the information
provided on this development application is true and correct. I have selected the above submittal type
and representation of my own volition and not at the request of the City of Grapevine.
Property Owner's Signature . .. - -.r —'. `=- � Date
STATE OF: _
COUNTY OF:
BEFORE ME, a Notary Public, on this day personally appeared oArw~t N. e✓41r
(printed property owner's name) the above signed, who, under oath, stated the following: 61 hereby
certify that I am the property owner for the purposes of this application; that all information submitted
herein is true and correct.'
SUBSCRIBED AND SWORN TO before me, this the _ day of_�w o. w� +
20_
NOTARY PUBLIC in and for the State of Texas
nN4 C145KI M
Natary 10 rf 2373222
MY upres
Juno120, 2 29
June 2e, 202!
W2,4 -13
3
Planning Services Department
200 S. Main Street •Grapevine.TX 76051 • 817.410.3166
Updated January 4,2024
CONDITIONAL USE PERMIT APPLICATION
AND SITE PLAN SET CHECWSTS
Project Representative Information (complete if designated by owner)
xEngineer ❑ Purchaser ❑ Tenant o Preparer o Other(specify)
Name DREW DONOSKY Company CLAYMOORE ENGINEERING, INC.
Address 1903 CENTRAL DR.
City BEDFORD State TX Zip Cade 76021
Phone 817.281.0572 Email
Applicant's Signature_ Date 3I112024
STATE OF: 'T.Pv c1 C
COUNTY OF: ?,a v✓&A ,4l
BEFORE ME, a Notary Public, on this day personally appeared FA%AL&J
(printed property owners name) the above signed, who, under oath, stated the following: 'I hereby
certify that I am the applicant for the purposes of this application; that all information submitted herein
is true and correct."
SUBSCRIBED AND SWORN TO beforp me, this the day of
fxYn.vC,(� , 20
MELISSA M. ANOflEWS
of Texas NOTARY PUBLIC in and for the State of Texas
_ An_NOtery Public, State
?N':J�C,:a•� Comm. ExO�rea 01-21-2025
13095T780
If the legal owner of the property is a corporation, company, partnership, or Limited Liability Company,
provide a copy of a legal document attached with this application showing that the individual signing
this document is a duly authorized partner, officer, or owner of said corporation, partnership, or
Limited Liability Company.
For any individual or organization who consents to act as an agent for the entity for purposes of receiving any
process, notice or demand:
Entity Name or File Number:
Provide a most recent public information report that includes:
1. All general partners MAR a 4 2024
2. File Number
3. Registered agent name � '
4. Mailing address L
(You may order a copy of a Public Information Report from open recordsgcpa texas gov or Comptroller of Public Accounts,Open
Records Section, PO Box 13528, Austin, Texas 78711 or go to hdps:ifmyopa cpa.state.tx.uslcoa/search.do)
4
Planning Services Department
200 S. Main Street a Grapevine,TX 76051 a 817.410.3155
Updated January 4,2024
City of Grapevine
200 S. Main Street
Grapevine,TX 76051
Subject: Narrative
To whom it may concern:
Please let this Letter as Narrative for the proposed Development located at the SE corner of
Grapevine Mills Parkway and Grapevine Mills Blvd.The project site is currently zoned CC and
will remain as CC.
The proposed use of this project is Auto Service Repair and Carwash with a total floor area of
6,106 sf.Access lanes and vehicle parking will be constructed complete with all utilities and
underground drainage system.
The proposed use is permitted in this area or zone and will be a good addition in this site that is
surrounded by Existing Retails.
Thank you.
"41�
Drew Donosky, PE
MAR p A 2021
CA2#: -13
METES AND BOUNDS:
Being a 1.76 acre tract of land out of the James Gibson Survey,Abstract No. 587,
situated in the City of Grapevine, Tarrant County, Texas, being a portion of Lot 6A, Block
A of Grapevine Mills Crossing, a subdivision of record in Document Number
D209046718 of the Plat Records of Tarrant County, Texas, and being more particularly
described by metes and bounds as follows:
BEGINNING at an aluminum TxDOT monument found in the south right-of-way line of
Grapevine Mills Boulevard (variable width right-of-way), being the easternmost
southeast corner of a called 0.2697 acre tract of land conveyed as Parcel 76C to The
State of Texas by judgement of record in Document Number D214198458 of the Official
Public Records of Tarrant County, Texas, and being in the east line of said Lot 6A and
common west line of Lot 5A of said Block A;
THENCE, leaving the south right-of-way line of Grapevine Mills Boulevard, along the
east line of said Lot 6A and common west line of said Lot 5A, the following two (2)
courses and distances:
1. S00034'35"E, a distance of 88.65 feet to a 518 inch iron rod found;
2. S01°49'38"W, a distance of 223.29 feet to a 5/8 inch iron rod with red plastic cap
stamped "RPLS 5199" found at the southeast comer of said Lot 6A, being the
northemmost northeast comer of Lot 3, Block B of Grapevine Vineyard, a
subdivision of record in Cabinet A, Slide 11133 of said Plat Records;
THENCE, N880W37"W, along the south line of said Lot 6A and common north line of
said Lot 3, a distance of 269.78 feet to a 1/2 inch iron rod with green plastic cap
stamped "EAGLE SURVEYING" set in the east right-of-way line of Grapevine Mills
Parkway/ FM 2499 (variable width right-of-way), being southernmost southeast comer
of said Parcel 76C;
THENCE, along the east right-of-way line of Grapevine Mills Parkway / FM 2499, being
the common east line of said Parcel 76C, the following two (2) courses and distances:
1. N01 05215"E, a distance of 177.36 feet to a 1/2 inch iron rod with green plastic
cap stamped "EAGLE SURVEYING" set;
2. N06°47'26"E, a distance of 60.98 feet to a 5/8 inch iron rod found at the south
end of a cutback line at the intersection of the east right-of-way line of Grapevine
Mills Parkway/ FM 2499 and the south right-of-way line of Grapevine Mills
Boulevard;
THENCE, N46044'36"E, along said cutback line, a distance of 56.34 feet to a 12 inch
iron rod with green plastic cap stamped "EAGLE SURVEYING" set at the north end of
said cutback line;
THENCE, along the south right-of-way line of Grapevine Mills Boulevard, being the
common south line of said Parcel 76C, the following three (3) courses and distances:
MAR 04'2924
CA024 - t3
1. N86°11'40"E, a distance of 59.47 feet to an aluminum TxDOT monument found;
2. S89°59'29"E, a distance of 33.12 feet to an aluminum TxDOT monument found;
3. N80°00'42"E, a distance of 131.36 feet to the POINT OF BEGINNING, and
containing an area of 1.76 acres (76,779 square feet) of land.
MAR 042024
ALTA NSPS
LAND TITLE SURVEY
MAR 04' 2Q4
�6� INFo�ZmFl�roN bNr_y
zt WENDY BURGESS 100 E. Weatherford, Fort Worth, TX 76196
TARRANT COUNTY
(817)884-1100
TAXASSESSOR-COLLECTOR e-mailaaxoHice@taTrentcountytx.gav
web:www.farra ntcountylsi
IN GOD WE TRUST
V43
DATE: 0=112024 2023 TAX STATEMENT FaLaimnk m/Tar ntCo rrTAC 1
ACCOUNT: 00041484609 A @TxrreMCaTar
LEGAL: GRAPEVINE MILLS CROSSING BLOCKA LOTSAI DISC VER jM
Visit our weCsite for online credit card and eCbeoc psymen s.
Pay by phone at S17-884-1110
OWNER: ENCORERETAILDEVELOPNENTCO
PARCELADDRESS: 000a50a N GRAPEVINE MLLS BLVD
EXEMPTIONS:
LAND VALUE APPRAISED VALUE
1,497,766 1,497,758
TAXING ENTRIES APPRAISED VALUE EXEMPTION TAXABLE VALUE TAX RATE BASE TAX TAXES DUE
AMOUNT PER$100 CURRENTLY
TARRANT GOt1N7V 1,497,755 0 1,497,756 0.19450D 2913.14 0.00
T C HOSPITAL 1,497.755 0 1,497,756 OAWDO 2913.14 0.00
T CCOLLEGE 1407756 0 1497756 0.112170 1880.03 Doo
Total T B 7 M 31 0.00
IFYGU ARE 48YEARS OF AGE OR OLDER MALE DISABLED,AND YOU OCCUPY THE TOTAL AMOUNT DUE' 0.00
PROPERTYOE MSED IN THIS DOCIMENTASYCKR RESIDENCE HOMESTEAD,YOU INCLUDES PAYMENT RECEIVED
SHOULD CONTACT THE APPRAISAL DISTRICT REGARDING ANY ENTITLEMENT YOU MAY
HAVE TOA POSTPONEMENT IN THE PAYMEMOF THESE TAXES.
C. 204w 13
ENCORE RETAIL DEVELOPMENT CO y RETURN WITH PAYMENT
NIINIIIINNI�IIINI PAY THIS AMOUNT
DUE UPON RECEIPT $0.00
Delinquentaftec 1/31/2024
AMOUNTDUE
IF PAID IN
00041484509 2023 APR 0.00
16071K--A---6iA1 TC MAY 0.00
NINIIIIIINIIINI Make dvda:payable Ny
ENCORE RETAIL DEVELOPMENT CO WENDY BURGESS, TAXASSESSOR-COLLECTOR
1705 W NORTHWEST HWY STE 260 or o
JAI
GRAPEVINE TX 78051-8125
SCAN BARCODE
❑M TO PAY NOW
001341484509 0000000000 0000000000 0000000000 0301202400000
ORDINANCE NO. 2024-047
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS ISSUING CONDITIONAL USE PERMIT
CU24-13 TO AMEND THE PREVIOUSLY APPROVED SITE
PLAN CU06-55 (ORDINANCE No. 2007-006) TO DEVELOP
AN AUTOMOTIVE REPAIR GARAGE AND FULL SERVICE
DRIVE-THRU CAR WASH (JIFFY LUBE) FOR BLOCKA, LOT
6A1, GRAPEVINE MILLS CROSSING ADDITION (3500
NORTH GRAPEVINE MILLS BOULEVARD) IN A DISTRICT
ZONED "CC", COMMUNITY COMMERCIAL DISTRICTALL 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.
Ordinance No. 2024-047 2 CU24-13
NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS:
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 CU24-13 to amend the previously approved
site plan CU06-55 (Ordinance No. 2007-006)to develop an automotive repair garage with
a full service drive-thru car wash (Jiffy Lube) in a district zoned "CC", Community
Commercial District within the following described property: Block A, Lot 6A1, Grapevine
Mills Crossing Addition (3500 North Grapevine Mills Boulevard) all in accordance with a
site plan approved pursuant to Section 47 of Ordinance No. 82-73, attached hereto and
made a part hereof as Exhibit "A", and all other conditions, restrictions, and safeguards
imposed herein, including but not limited to the following: None.
Section 2. That the City Manager is hereby directed to amend the official zoning
map of the City of Grapevine, Texas, to reflect the herein 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. That this ordinance shall be cumulative of all other ordinances of the
City of Grapevine, Texas, affecting zoning and shall not repeal any of the provisions of
said ordinances except in those instances where provisions of those ordinances which are
in direct conflict with the provisions of this ordinance.
Section 6. That the terms and provisions of this ordinance shall be deemed to be
severable and that if the validity of the zoning affecting any portion of the tract or tracts of
Ordinance No. 2024-047 3 CU24-13
land described herein shall be declared to be invalid, the same shall not affect the validity
of the zoning of the balance of the tract or tracts of land described herein.
Section 7. That any person violating any of the provisions of this ordinance shall
be deemed guilty of a misdemeanor and upon conviction thereof shall be fined in a sum
not to exceed Two Thousand Dollars ($2,000.00) and a separate offense shall be deemed
committed upon each day during or on which a violation occurs or continues.
Section 8. That the fact that the present ordinances and regulations of the City of
Grapevine, Texas, are inadequate to properly safeguard the health, safety, morals, peace
and general welfare of the inhabitants of the City of Grapevine, Texas, creates an
emergency for the immediate preservation of the public business, property, health, safety
and general welfare of the public which requires that this ordinance shall become effective
from and after the date of its final passage, and it is accordingly so ordained.
PASSED AND APPROVED BY THE CITY COUNCIL OF THE CITY OF
GRAPEVINE, TEXAS on this the 21st day of May, 2024.
APPROVED:
William D. Tate
Mayor
ATTEST:
Tara Brooks
City Secretary
APPROVED AS TO FORM:
Matthew C.G. Boyle
City Attorney
Ordinance No. 2024-047 4 CU24-13
TEXAS FIRM#14199
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--------------
CASE NAME: JIFFY LOBE z
CASE NUMBER: CU 24-13
LOCATION : 3500 GRAPEVINE MILLS BOULEVARD NORTH W
w
MAYOR SECRETARY
w
Q
DATE
PLANNING AND ZONING COMMISION z
PURPOSE OF REQUEST: CHAIRMAN
CONDITIONAL USE REQUEST CU24-13 IS A REQUEST TO AMEND A PLANNED COMMERCIAL DATE
CENTER TO DEVELOP A 3,929 AUTOMOTIVE REPAIR GARAGE AND A 2,177 SQUARE FOOT
TUNNEL STYLE AUTOMOBILE WASH, WITHIN A 6,106 SQUARE FOOT BUILDING INCLUDING A SHEET: 1 OF 16
ROOF CANOPY WITH AN AREA OF 5,292 SQUARE FOOT. TOTAL BUILDING AREA IS 11,398
SQUARE FOOT. APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
WITH ANY CODES OR ORDINANCES.
PLANNING SERVICES DEPARTMENT F�
E
ZONING DESCRIPTION:
PROJECT DATA W
EXISTING ZONING: COMMUNITY COMMERCIAL, C-C
BUILDING PARKING PARKING BUILDING OPEN IMPERVIOUS M--I
LOT LAND AREA BUILDINGAREA OCCUPPANCY
HEIGHT REQUIRED PROVIDED COVERAGE SPACE SURFACE OWNER:
PAVILION DEVELOPMENT COMPANY
LOT 6A(P ROJ ECT SITE) 76,779 SF 6,106 SF AUTO SERVICE/REPAIR&CAR WASH 32'-3" 32 36 7.95% 21,022 SF 55,757 SF 5605 CARNEGIE BLVD., SUITE 110 W
LOT 1A1 74,814 SF 3,042 SF GAS/CONVENIENCE 18'-10" 21 36 4.07°% 33,459 SF 41,355 SF CHARLOTTE, NC 28209
LOT 2A 37,680 SF 7,900 SF RETAIL 22' 32 31 20.97% 6,675 SF 31,005 SF PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES
LOT 3A1 145,340 SF 17,275 SF RETAIL/RESTAURANT 27" 217 189 11.89% 25,266 SF 120,074 SF APPLICANT:
LOT 3A2 39,554 SF 2,346 SF RESTAURANT 25'-10" 59 45 5.93% 9,233 SF 30,321 SF CLAYMOORE ENGINEERING, INC.
1903 CENTRAL DRIVE SUITE#406
LOT 5AR1A 118,138 SF 8,160 SF RETAIL/REST./PATIO 20'-4" 115 143 6.91% 30,431 SF 87,707 SF BEDFORD, TX. 76021
LOT 5AR2 236,822 SF 48,931 SF REST/RET/IND. COMM. 32'-4" 306 308 20,66% 31,335 SF 205,487 SF PH: 817.281.0572 CONTACT NAME: CLAY CRISTY
TOTAL 729,127 SF 93,760 SF 782 788 12.86% 157,421 SF 571,706 SF SURVEYOR:
EAGLE SURVEYING, LLC
210 S. ELM ST. SUITE#200
P DENTON, TX 76201
PARKING SCHEME:
PH: 940.222.3009 CONTACT NAME: MASON DECKER
RETAIL(4 SP. PER. 1,00 SF), RESTAURANT IN CENTER (10 ADDL. SPACE PER 1,000 SF), LEGAL DESCRIPTION: DESIGN. MBT
INDOOR COMMERCIAL AMUSEMENT(1 PER 100 SF), REST. WITH DRIVE THRU. (1 PER LOTS 6A,BLOCK A,OF GRAPEVINE MILLS CROSSING, DRAWN: MBT
50 SF + 12), GAS STATION/CONVENIENCE (5+1 PER 200 SF). AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS CHECKED: DD
1.76 ACRES .............................................................._
DATE: 4/29/2024
CITY: STATE: SHEET
GRAPEVINE TX.COUNTY SURVEY: ABSTRACT NO. 1 1 OF 1 1 6
TARRANT JAMES GIBSON SURVEY 587
File No.2024-006 71
TEXAS FIRM#14199
LEGEND
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< LL 0 EXISTING PAVEMENT Site Plan/Landscape Plan/Photometric
95�7' 1. 21.45'
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C,J (-) CHAIRMAN
WASH BAY LANDSCAPE AREA
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WATER RECLAMATION TANKS
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NOTES: 0
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1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. C0
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-TI 7F 2. ALL RADII ARE TUNLESS OTHERWISE SPECIFIED. >
15 V-1 V=V- Ly ITEM Required Proposed
PROP. FIRE LANE, ACCESS, Lu
3. REFUSE DISPOSAL AREAS SHALL BE LANDSCAPED AND SCREENED FROM VIEW IN ACCORDANCE WITH THE
110, 1
8 DRAINAGE & UTILITY ZONING ORDINANCE.
EASEMENT BY FUTURE P Zoning CC
4. MECHANICAL AND ELECTRICAL EQUIPMENT INCLUDING AIR CONDITIONING UNITS,SHALL BE DESIGNED,
(TYP) Land Use Auto Repair and Carwash INSTALLED,AND OPERATED TO MINIMIZE NOISE IMPACT ON SURROUNDING PROPERTY.ALL SUCH EQUIPMENT
SHALL BE SCREENED FROM PUBLIC VIEW IN ACCORDANCE WITH THE ZONING ORDINANCE.
IM=53C
z
0- Y 5. OPEN STORAGE,WHERE PERMITTED,SHALL BE SCREENED IN ACCORDANCE WITH THE ZONING ORDINANCE.
L Total Lot Area (SF and AC) 1.76 AC (76,779 SF) 01
LU 31- 6. THE MASONRY REQUIREMENTS OF SECTION 54 OF THE ZONING ORDINANCE SHALL BE MET.
P (NE 7. ILLUMINATED SIGNAGE WAS INCLUDED IN THE DETERMINATION OF THE SITE ILLUMINATION LEVELS.
First Floor-Bldg Footprint area 6,106 SF 8. OUTDOOR LIGHTING SHALL COMPLY WITH ILLUMINATION STANDARDS WITHIN SECTION 55 OF THE ZONING
0 P (S
LO (SF) ORDINANCE UNLESS SPECIFICALLY EXCEPTED.
z TYP. 9. PROPOSED GROUND SIGNAGE SHALL MEET THE MINIMUM REQUIREMENTS OF SECTION 60 OF THE ZONING
0 ORDINANCE AND IS CONTINGENT UPON APPROVAL OF A SEPARATE BUILDING PERMIT WITH BUILDING
0 & Total Building Area (SF) 6,106 SF
UTILITY & DF SERVICES.
b 10. ALL ONSITE ELECTRICAL CONDUCTORS ASSOCIATED WITH NEW CONSTRUCTION SHALL BE LOCATED
z Building Height 321 - 3f#
EASEME
UNDERGROUND.
co 11. USES SHALL CONFORM IN OPERATION,LOCATION,AND CONSTRUCTION TO THE FOLLOWING PERFORMANCE
z CAB. A, PG Floor Area Ratio 1:125 MAX 7.95%
W STANDARDS IN SECTION 55 OF THE ZONING ORDINANCE: NOISE,SMOKE AND PARTICULATE MATTER,ODOROUS
2 P.R.T.0 MATTER, FIRE OR EXPLOSIVE HAZARD MATERIAL,TOXIC AND NOXIOUS MATTER,VIBRATION,AND/OR OTHER
0 PARKING
PERFORMANCE STANDARDS.
LL 12. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION CONTROL ORDINANCE SHALL BE MET DURING
0 Parking Ratio 1 PER 125 SF
THE PERIOD OF CONSTRUCTION.
13. LIGHT FIXTURES INCLUDING THE BASE MAY NOT EXCEED 30-FEET OR THE HEIGHT,OR THE BUILDING,HEIGHT
W A Accessible Parking (# of spaces) 32 36 WHICHEVER IS LESS.
LU z
W f SDMH-RIM 14. ALL LIGHT FIXTURES SHALL BE RECESSED TO PREVENT GLARE.
FL-18"RCP=52 LANDSCAPE PLAN DATA SUMMARY TABLE
00 Fig'
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C��RS -U') LANDSCAPE BUFFER ZONING DESCRIPTION:
Lij N 88009'3�"W (269.78') 5/ " CIFk 1-i Landscape Perimeter Area (SF) 10,457 18,775
> 5' X 10' —535-- P S 5199" LI EXISTING ZONING: COMMUNITY COMMERCIAL, C-C
0- ILITY EASEMENT,-------_ (N 88-1149"W) Interior Landscape Area-Parking 583 1,722
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Lot Landscaping (SF)
CAB. A, PG. 11133 S U1
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MH- 1 5397' % ZONING: CC I -- — ----------- OWNER:
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Additional Interior Landscape 0 0 PAVILION DEVELOPMENT COMPANY
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W z P.R.T.C.T.
N-ACC [K 4 LAND USED: RETAIL EX. ACCESS, DRAINAGE & UTILITY
0 LOT 3, BLOCK B EASEMENT TO BE ABANDONED B
CD W Y Area 5605 CARNEGIE BLVD., SUITE 110
Z) 00/ L
< NJ- 41 T GRAPEVINE VINEYARD ADDITION FUTURE PLAT (TYP) - (1) CHARLOTTE, NC 28209
U) cy) I I I � I I 1 1 -- — ----C) Other Landscape Area within the 477 525
d Iriz FIRE LANE 1 11 11 �Ixll CLj PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES
0 F I �f5"I I/E
Fj /2" S8" 19� lot (SF)
I z rl�E LANE M -Q IT FOUNI APPLICANT:
W Total Landscape Area 11,517 21,022 CLAYMOORE ENGINEERING, INC.
2E r �7 87,8
a- Ll I I
0 (31 92 1903 CENTRAL DRIVE SUITE#406
BEDFORD, TX. 76021
> X�- 2' Impervious Area CONTACT NAME: CLAY CRISTY
W PH: 817.281.0572
z
0 Building Footprint Area (SF) 6,106 SF SURVEYOR:
co EAGLE SURVEYING, LLC
> LOT 3, BLOCK B Area of Sidewalks, Pavement & 50,130 SF
210 S. ELM ST. SUITE#200
GRAPEVINE V�NEYARD
CD co ther Impervious Flatwork (SF) DENTON, TX 76201
N 0 0
�i3 9 PH: 940.222.3009 CONTACT NAME: MASON DECKER
:4 C, 2E Total Open Space (SF and 1 DESIGN: MBT
C/) ,, < 15,366 SF (20%) 21,022 SF (27.40%) LEGAL DESCRIPTION:
W 6 00 C'. Percentage) LOTS 6A,BLOCK A,OF GRAPEVINE MILLS CROSSING, DRAWN: MBT
of I.- .. C'. C'.
of C) U—) AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS CHECKED: DD
0 W W
--� C\I U- PARKING CALCULATION PURPOSE OF REQUEST: Total Impervious Area (SF and 55,757 SF (72.60%) 1.76 ACRES
0 C, W (D DATE: 4/29/2024
(D C\j x < CONDITIONAL USE REQUEST CU24-13 IS A REQUEST TO AMEND A PLANNED COMMERCIAL
z 6) x 7�; REQUIRED RATIO REQUIRED PROVIDED HCREQUIRED HCPROVIDED Percentage) CITY: STATE: SHEET
I Cj F1 I I
6" 1
0111 1 BUILDING SIZE(SF) AUTO SERVICE&REPAIR CENTER TO DEVELOP A 3,929 AUTOMOTIVE REPAIR GARAGE AND A 2,177 SQUARE FOOT GRAPEVINE TX.
TUNNEL STYLE AUTOMOBILE WASH, WITHIN A 6,106 SQUARE FOOT BUILDING INCLUDING A
3,929 --T 1 PER 125 S 4
co W W
W < � I LOT 6A F 32 1 36*1 21 ROOF CANOPY WITH AN AREA OF 5,292 SQUARE FOOT. TOTAL BUILDING AREA IS 11,398 COUNTY SURVEY: ABSTRACT NO. 2 OF 16
I.- Z U) W U) *NOTE:TOTAL NUMBER OF PARKING SPACES INSIDE AND UNDERNEATH THE CANOPY 12 SQUARE FOOT.
1- 0 1- LL W
0 W T JAMES GIBSON SURVEY
TARRAN 587
File No.2024-006
X
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CANOPY TREES
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� > _ _ �� �, - - ZONING:IT CC (COMMUNITY COMMERCIAL DISTRICT ��
GL LA 1 S '� _• .; ={-' _ � � LANDSCAPE AREA REQUIRED' 5 356 SF (20/o OF SITE AREA)
� ARCHITECT Scale
' ��,.:�°° �W � TOTAL LANDSCAPE AREA PROVIDED: 21,130 SF (27.5/o OF SITE AREA)
(1) QS NON-VEHICULAR OPEN SPACE PROVIDED: 18,248 SF 23.8% OF SITE AREA
z (35)AG w LANDSCAPE AREA REQUIRED IN FRONT YARD: 5,759 SF (50% OF REQUIRED LANDSCAPE) CASCO [�I
x; (42)AG ;, ",.Q w : LANDSCAPE AREA PROVIDED IN FRONT YARD: 13,534 SF (88.1% OF REQUIRED LANDSCAPE) 12 SUNNEN DR.
��
+ (1) UC (1) LIC �_��� TOTAL TREES REQUIRED: 29 TREES
Z "ISUITE #100 �
' 1 . ( of)DENTIFI D " TOTAL TREES PROVIDED: 29 TREES PROPOSED ST. LOUIS, MO 63143
+ O UC � ] �� (jam C I EASEMEN + TOTAL PERIMETER: 1,100 LINEAR FEET
+ + + + + . (16) MP r - QUIRED. 22 TREE PER 50 LINEAR FEE )
10, 0"
TOTAL TREES RE (1 T PH. 314.238.2036
``,,. 'iE LANDSCAPE NORTH -254 LF CONTACT KEN KAMMERER
- % o 0 0 �� BUFFER
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TREES PROVIDED: 5
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EAST -312 LF LANDSCAPE
-Wool ,.,,,,� :, 1,, • ,:,.,, ,y � TREES REQUIRED: 6 CID
--- % TREES PROVIDED: 6 EVERGREEN DESIGN GROUP
101-01,MONUMENT SIGN --(3) QV_ +° ,_ SOUTH -270 LF
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(12) MP (3)QS + _� N TREES REQUIRED: 6 SUITE #0600
+ BUFFER TREES TREES PROVIDED: 6
01
(67) MP
WEST-265 LF ADDIS N, TX 750
PH. 800.680.6630
+ +
+ + +
TREES REQUIRED 5
+ ..
+ . I. +
W , . + + + + TREES PROVIDED: 5 CONTACT: STEPHEN SALES
+ + � � � �
s N 88" '37"W 9.78') TOTAL TREES PROVIDED: 22 EMAIL: STEPHEN@EVERGREENDESIGNGROUP.COM
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Q w TREESREQUIRED LANDSCAPE. 7 T S )
" ..PROPERTY L .•. i 1 � � � REQUIRED IN RE REFS (1 TREE PER 2500 F CASE NAME'
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FIRE _ TREES PROVIDED: 7 TREES PROPOSED CASE NUMBER: CU24-13
E LANE ' FL `� FL s 88-15'39"E LOCATION: 3500 GRAPEVINE MILLS BOULEVARD NORTH
FIRE LANE . 40.08'
° = - � PARKING SPACES: 24 SPACES
' AREAS
GROSS PARKING AREA: 5,826 SF
w MAYOR SECRETARY
4 LANDSCAPE AREA REQUIRED: 583 SF (10% OF VUA)
LOT 3,BLOCK B LANDSCAPE AREA PROVIDED: 1,722 SF
GRAPEVINE VINEYARD 17 TREES REQUIRED IN INTERIOR PARKING AREAS: 2 TREES (1 PER 400 SF REQUIRED LANDSCAPE) DATE
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CAB.A,SLIDE 11133 ° TREES PROVIDED IN INTERIOR PARKING AREAS: 3 TREES PROPOSED
I P.R.T.C.T. 's I
PERIMETER HEDGE REQUIRED: CONTINUOUS 30" HEIGHT AT PLANTING
PERIMETER HEDGE PROVIDED: AS REQUIRED PLANNING, AND ZONING, COMMISSION
TREES REQUIRED IN PERIMETER PARKING AREAS: 19 TREES (1 PER 50 LF -934 LF)
TREES PROVIDED IN PERIMETER PARKING AREAS: 19 TREES PROPOSED
MULCHES IRRIGATION CONCEPT
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 3"THICK 1. AN AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED AND CHAIRMAN
LAYER OF 1-1/2" SHREDDED WOOD MULCH, NATURAL (UNDYED), OVER OPERATIONAL BY THE TIME OF FINAL INSPECTION. THE ENTIRE :I LZC5
LANDSCAPE FABRIC IN ALL PLANTING AREAS (EXCEPT FOR TURF AND IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED AND QUALIFIED DATE:
SEEDED AREAS). CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES IRRIGATION CONTRACTOR.
TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO SHEET: 3 OF 16
CONSTRUCTION. ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT 2. THE IRRIGATION SYSTEM WILL OPERATE ON POTABLE WATER, AND THE
SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED SYSTEM WILL HAVE APPROPRIATE BACKFLOW PREVENTION DEVICES
(SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE "GENERAL INSTALLED TO PREVENT CONTAMINATION OF THE POTABLE SOURCE. APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
GRADING AND PLANTING NOTES"AND SPECIFICATIONS). WITH ANY CODES OR ORDINANCES.
3. ALL NON-TURF PLANTED AREAS SHALL BE DRIP IRRIGATED. SODDED AND GENERAL GRADING AND PLANTING NOTES U
SEEDED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTOR HEADS AT PLANNING SERVICES DEPARTMENT
ROOT BARRIERS 100% HEAD-TO-HEAD COVERAGE. 1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK,THE CONTRACTOR CONFIRMS THAT HE HAS READ,AND WILL COMPLY WITH,THE MCI
ASSOCIATED NOTES, SPECIFICATIONS,AND DETAILS WITH THIS PROJECT.
4. ALL PLANTS SHARING SIMILAR HYDROZONE CHARACTERISTICS SHALL BE 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION(EXCEPT WHERE NOTED TO REMAIN).
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL PLACED ON A VALVE DEDICATED TO PROVIDE THE NECESSARY WATER 3. IN THE CONTEXT OF THESE PLANS, NOTES,AND SPECIFICATIONS,"FINISH GRADE"REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE(NOT TOP OF ZONING DESCRIPTION:
NEWLY-PLANTED TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF REQUIREMENTS SPECIFIC TO THAT HYDROZONE. MULCH)AS INDICATED ON THE GRADING PLANS.
PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR"DEEP-ROOT" a. BEFORE STARTING WORK,THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE WITHIN+/-0.1'OF EXISTING ZONING: COMMUNITY COMMERCIAL, C-C F--i
24" DEEP PANELS (OR EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY 5. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED, TO THE FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION.
b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS,AND CONSTRUCT AND MAINTAIN SLOPES AS RECOMMENDED BY THE
ADJACENT TO HARDSCAPE. INSTALL PANELS PER MANUFACTURER'S MAXIMUM EXTENT POSSIBLE, TO CONSERVE WATER BY USING THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE rT�
RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE FOLLOWING DEVICES AND SYSTEMS: MATCHED PRECIPITATION RATE REPORT AND ON THE GRADING PLANS,AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND OWNER: W
CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY TECHNOLOGY ON ROTOR AND SPRAY HEADS (WHEREVER POSSIBLE), RAIN ELIMINATE PONDING POTENTIAL. PAVILION DEVELOPMENT COMPANY
ENCIRCLE THE ROOTBALL. G. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED,TAKING INTO ACCOUNT THE ROUGH
SENSORS, AND MULTI-PROGRAM COMPUTERIZED IRRIGATION GRADE PROVIDED,THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED(BASED ON A SOIL TEST, PER SPECIFICATIONS),AND THE FINISH GRADES TO BE 5605 CARNEGIE BLVD., SUITE 110
CONTROLLERS FEATURING SENSORY INPUT CAPABILITIES. ESTABLISHED. CHARLOTTE, NC 28209
CITY OF GRAPEVINE NOTES d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,AFTER INSTALLING SOIL PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES Q
AMENDMENTS, IS 3"BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET APPLICANT:
FINISH GRADE,AS SPECIFIED ON THE GRADING PLANS,AT APPROXIMATELY 18"AWAY FROM THE WALKS.
1. SHRUBS SHALL BE A MINIMUM OF TWO (2) FEET IN HEIGHT WHEN CLAYMOORE ENGINEERING, INC.
e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES,AFTER INSTALLING SOIL
MEASURED IMMEDIATELY AFTER PLANTING. HEDGES, WHERE INSTALLED, AMENDMENTS, IS 1"BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE,AS SPECIFIED ON THE GRADING 1903 CENTRAL DRIVE SUITE#406
Landscape-Plan_-Data Summary TableBEDFORD, TX. 76021
SHALL BE PLANTED AND MAINTAINED TO FORM A CONTINUOUS, UNBROKEN, PLANS,AT APPROXIMATELY 18"AWAY FROM THE WALKS.
Item Required Proposed
SOLID, VISUAL SCREEN WHICH WILL BE THREE (3) FEET HIGH WITHIN ONE (1) f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS,GEOTECHNICAL REPORT,THESE NOTES AND PLANS,AND PH: 817.281.0572 CONTACT NAME: CLAY CRISTY �
YEAR AFTER TIME OF PLANTING. Landscape Area ACTUAL CONDITIONS,THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL SURVEYOR:
2. ALL REQUIREMENTS OF THE CITY OF GRAPEVINE SOIL EROSION Landscape Perimeter Area (SF) 10,457 18,775 CONTRACTOR,AND OWNER. EAGLE SURVEYING, LLC
4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE
CONTROL ORDINANCE SHALL BE MET DURING THE PERIOD OF Interior Landscape Area_Parking Lot Landscaping(SF) 583 1,722 LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET(I.E., MINIMUM PLANT QUANTITIES, PLANTING 210 S. ELM ST. SUITE#200
CONSTRUCTION. Other Landscape Area within the lot(SF) 477 525 METHODS,TREE PROTECTION METHODS, ETC.). DENTON, TX 76201
Total Landscape Area 11,517 21,022 a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR PH: 940.222.3009 CONTACT NAME: MASON DECKER
GENERAL INFORMATION ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND,THE PLANT QUANTITY AS SHOWN ON THE LEGAL DESCRIPTION: DESIGN: SwS
Impervious Area PLAN(FOR INDIVIDUAL SYMBOLS)OR CALLOUT(FOR GROUNDCOVER PATTERNS)SHALL TAKE PRECEDENCE. DRAWN. SWS
b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF SOME OF THE LOTS O BLOCK A,OF GRAPEVINE MILLS CROSSING,
Building Footprint Area (SF) 6,106 AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS CHECKED: RM
Area of sidewalks, Pavement&other impervious Flatwork(SF) 50,130 PLANTS ARE NOT AVAILABLE,THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING(VIA PROPER CHANNELS). EVERGREEN R EEN 1.76 ACRES DATE: 3/1/2024
p C. THE CONTRACTOR SHALL,AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL
Other Impervious Area ALLOW THE LANDSCAPE ARCHITECT AND THE OWNER/OWNER'S REPRESENTATIVE TO INSPECT,AND APPROVE OR REJECT,ALL PLANTS DELIVERED TO (800)680-6630 CITY: STATE: SHEET
THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS. GRAPEVINE TX.
Total Open Space(SF& percentage} 15,366 SF(20%) 21,022 SF(27.4%} 1s4ss Dallas Pkwy.,Ste 600
5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS Addison,TX 75001 T p 1
Total Impervious Area (SF& percentage) 61,423 SF(80%) 55,757 SF(72.6%) FOR CONDITIONS OF ACCEPTANCE FOR THE START OF THE MAINTENANCE PERIOD,AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD. www.EvergreenDesignGroup.com COUNTY SURVEY: ABSTRACT NO. Ll —1
6. SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.
TARRANT JAMES GIBSON SURVEY 587
File No.2024-006
TEXAS FIRM#14199
PLANTING SPECIFICATIONS10
CONIFEROUS NON-CONIFEROUS N w
GENERAL ANY SORT OF SEALERS OR WOUND PAINTS. TREE TREE O TREE CANOPY. BLUFFS LN. cc
D. TREE PLANTING Ili
2 CINCH-TIES(24"BOX/2"CAL.TREES AND SMALLER)OR zo
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A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, O O r
1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 12 GAUGE GALVANIZED WIRE WITH NYLON TREE a
STRAPS AT TREE AND STAKE(36"BOX/2.5"CAL.TREES �
LANDSCAPE PLANTING. 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY AND LARGER). SECURE TIES OR STRAPS TO TRUNK
2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE,SIZE AND NATURE MAY BE REQUESTED BY THE GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. JUST ABOVE LOWEST MAJOR BRANCHES.
OWNER FOR FURTHER QUALIFICATION MEASURES. 3. FOR CONTAINER AND BOX TREES,TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS,
3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID NURSERY AND FLORAL CERTIFICATE ISSUED BY THE TEXAS THE CONTRACTOR SHALL SHAVE A 1"LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES
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DEPARTMENT OF AGRICULTURE,AS WELL AS OPERATE UNDER A COMMERCIAL PESTICIDE APPLICATOR LICENSE JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT"TEASE"ROOTS OUT FROM THE ROOTBALL. O3 24"X 3/4"P.V.C.MARKERS OVER WIRES.
ISSUED BY EITHER THE TEXAS DEPARTMENT OF AGRICULTURE OR THE TEXAS STRUCTURAL PEST CONTROL 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES GRAPEVINE BLVD. N. o
BOARD. ABOVE THE SURROUNDING GRADE. _.��� 2 G4 GREEN STEEL T-POSTS. EXTEND POSTS 12"MIN.INTO GRAPEVINE BLVD. N.
B. SCOPE OF WORK 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1"DIA.AND ALL -Y UNDISTURBED SOIL. F
4. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS,LABOR, OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE 2
SERVICES,EQUIPMENT,LICENSES,TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, REQUIRED TO ACCOMPLISH THIS TASK,USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL 4 �5 PRESSURE-TREATED WOOD DEADMAN,TWO PER o
INSTALLATION AND COMPLETION OF ALL WORK,SPECIFIED HEREIN AND/OR SHOWN ON THE LANDSCAPE PLANS, FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL 3 TREE(MIN.). BURY OUTSIDE OF PLANTING PIT AND SIT
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NOTES,AND DETAILS. CLASS AND COMPOSITION IN THE ON-SITE SOIL. 18"MIN.INTO UNDISTURBED SOIL. /� X�
5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS,CODES AND REGULATIONS 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS(SUCH AS HEAVY WINDS OR SLOPES)REQUIRE STAKES z cc
REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,INCLUDING ALL INSPECTIONS AND PERMITS TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED,THE TOTAL NUMBER OF TREE STAKES(BEYOND THE 12 6 O6 TRUNK FLARE. m a
REQUIRED BY FEDERAL,STATE AND LOCAL AUTHORITIES IN SUPPLY,TRANSPORTATION AND INSTALLATION OF MINIMUMS LISTED BELOW)WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES °
MATERIALS. FALL OR LEAN,THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE,OR REPLACE IT SHOULD IT BECOME 5 7 O7 MULCH,TYPE AND DEPTH PER PLANS. DO NOT m
6. THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES(WATER, DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: PLACE MULCH WITHIN 6"OF TRUNK. >'
SEWER,ELECTRICAL,TELEPHONE,GAS,CABLE,TELEVISION,ETC.)PRIOR TO THE START OF ANY WORK. a. 1"-2"TREES TWO STAKES PER TREE
b. 2-1/2"-4"TREES THREE STAKES PER TREE O8 FINISH GRADE. d' DSC,q�p
C. TREES OVER 4"CALIPER GUY AS NEEDED
PRODUCTS d. MULTI-TRUNK TREES THREE STAKES PER TREE MINIMUM,QUANTITY AND POSITIONS AS NEEDED TO 9 G) ROOT BALL. J Q��N w S9��'y�
STABILIZE THE TREE
A. ALL MANUFACTURED PRODUCTS SHALL BE NEW. 7. UPON COMPLETION OF PLANTING,CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE 10 O BACKFILL. AMEND AND FERTILIZE ONLY AS
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B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS: INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH TYPE AND DEPTH PER _ 10 Lu N
1. FURNISH NURSERY-GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL-SHAPED,FULLY BRANCHED, PLANS).
( l 11 RECOMMENDED IN SOIL FERTILITY ANALYSIS. z
HEALTHY,VIGOROUS STOCK FREE OF DISEASE,INSECTS,EGGS,LARVAE,AND DEFECTS SUCH AS KNOTS,SUN E. SHRUB,PERENNIAL,AND GROUNDCOVER PLANTING - 11 UNDISTURBED NATIVE SOIL. STARS AND STRIPES WAY (P y
SCALD,INJURIES,ABRASIONS,AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2"LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT L � 347� �
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AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 13 12 4"HIGH EARTHEN WATERING BASIN. <
MILES OF THE PROJECT SITE,AND WITH SIMILAR CLIMACTIC CONDITIONS. 2. INSTALL THE WEED BARRIER CLOTH,OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED 3X ROOTBALL DIA. ( CIF
2. ROOT SYSTEMS SHALL BE HEALTHY,DENSELY BRANCHED ROOT SYSTEMS,NON-POT-BOUND,FREE FROM BARRIER CLOTH IN PLACE. 13 FINISH GRADE.
ENCIRCLING AND/OR GIRDLING ROOTS,AND FREE FROM ANY OTHER ROOT DEFECTS(SUCH AS J-SHAPED ROOTS). 3. WHEN PLANTING IS COMPLETE,INSTALL MULCH(TYPE AND DEPTH PER PLANS)OVER ALL PLANTING BEDS, 04 25 2024
3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED(B&B),UNLESS SPECIFIED ON THE COVERING THE ENTIRE PLANTING AREA. STAKING EXAMPLES(PLAN VIEW) NOTES: VICINITY MAP
PLANTING LEGEND. BARE-ROOT TREES ARE NOT ACCEPTABLE. F. SODDING 1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.
4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. ® 2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT N.T.S.
FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 1 COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE
CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY,EVEN IF DETERMINED TO STILL BE 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS-DO SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL,AND THE
ALIVE,SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. ROOT FLARE IS 2%4"ABOVE FINISH GRADE.
THE ACCEPTABILITY OF PLANT MATERIAL, 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. ® ' ® 3. FOR B&B TREES,CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE
5. ALL TREES SHALL BE STANDARD IN FORM,UNLESS OTHERWISE SPECIFIED, TREES WITH CENTRAL LEADERS WILL 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX 4 O PLACING TREE IN HOLE,CUT OFF AND REMOVE REMAINDER OF
NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES,
6. CALIPER MEASUREMENTS FOR STANDARD(SINGLE TRUNK)TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE G. HYDROMULCHING TWINE,ROPE,AND OTHER PACKING MATERIAL. REMOVE AS MUCH
ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER,AND TWELVE INCHES ABOVE THE ROOT 1. TURF HYDROMULCH MIX(PER 1,000 SF)SHALL BE AS FOLLOWS: t tt BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL.
FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. a. WINTER MIX(OCTOBER 1 -MARCH 31) T T 4. REMOVE ALL NURSERY STAKES AFTER PLANTING.
7. MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT,MEASURED FROM THE TOP OF THE ROOT 50# CELLULOSE FIBER MULCH PREVAILING PREVAILING 5. FOR TREES 36"BOX/2.5"CAL.AND LARGER,USE THREE STAKES OR
BALL. WHERE CALIPER MEASUREMENTS ARE USED,THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE 2# UNHULLED BERMUDA SEED WINDS WINDS DEADMEN(AS APPROPRIATE),SPACED EVENLY AROUND TREE.
SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS. 2# ANNUAL RYE SEED 6. STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM
8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL,SO THAT THE ROOT 15# 15-15-15 WATER SOLUBLE FERTILIZER BENDING,BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT
FLARE HAS BEEN COMPLETELY COVERED,SHALL BE REJECTED. b. SUMMER MIX(APRIL 1 -SEPTEMBER 30) PARKWAY TREE PLANTING IN WIND.
C. SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY,MATURE 50# CELLULOSE FIBER MULCH
TURF WITH SOIL THICKNESS OF 3/4"TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM 2# HULLED BERMUDA SEED OPEN LANDSCAPE OR ISLAND A SCALE:NOT TO SCALE �1/ W
SUPPLIER STATING THE COMPOSITION OF THE SOD. 15# 15-15-15 WATER SOLUBLE FERTILIZER T
D. SEED: PROVIDE BLEND OF SPECIES AND VARIETIES AS NOTED ON THE PLANS,WITH MAXIMUM PERCENTAGES OF PURITY, 2. SEED HYDROMULCH MIX(PER 1,000 SF)SHALL BE AS FOLLOWS:
GERMINATION,AND MINIMUM PERCENTAGE OF WEED SEED AS INDICATED ON PLANS. EACH BAG OF SEED SHALL BE a. GENERAL
ACCOMPANIED BY A TAG FROM THE SUPPLIER INDICATING THE COMPOSITION OF THE SEED. 50# CELLULOSE FIBER MULCH
E. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL,FREE OF STONES LARGER THAN INCH,FOREIGN MATTER,PLANTS,ROOTS, 15# 15-15-15 WATER SOLUBLE FERTILIZER r
AND SEEDS. SEED RATE PER LEGEND w
F. COMPOST: WELL-COMPOSTED,STABLE,AND WEED-FREE ORGANIC MATTER,pH RANGE OF 5.5 TO 8;MOISTURE CONTENT H. DRILL SEEDING ^ I
35 TO 55 PERCENT BY WEIGHT;100 PERCENT PASSING THROUGH 3/4-INCH SIEVE;SOLUBLE SALT CONTENT OF 5 TO 10 1. ALL SEED SHALL BE DRILL SEEDED AT THE RATES SHOWN ON THE PLANS,WITH A HYDROMULCH MIX APPLIED M�
DECISIEMENS/M;NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. AFTER SEEDING. \
NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED. 2. THE HYDROMULCH MIX(PER 1,000 SF)SHALL BE AS FOLLOWS:
G. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN,PHOSPHORUS,POTASSIUM,AND OTHER NUTRIENTS IN 50# CELLULOSE FIBER MULCH I r
PROPORTIONS,AMOUNTS,AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL-TESTING 15# 15-15-15 WATER SOLUBLE FERTILIZER ARCHITECT v AGENCY(SEE BELOW). 4# ORGANIC BINDER e O
H. MULCH: SIZE AND TYPE AS INDICATED ON PLANS,FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP L MULCH r
DRESSING OF TREES AND SHRUBS. 1. INSTALL MULCH TOPDRESSING,TYPE AND DEPTH PER MULCH NOTE,IN ALL PLANTING AREAS AND TREE RINGS. ° CASCO �I
I. TREE STAKING AND GUYING 2. DO NOT INSTALL MULCH WITHIN 6"OF TREE ROOT FLARE AND WITHIN 24"OF HABITABLE STRUCTURES,EXCEPT AS DISTANCE PER PLAN L,4 12 SUNNEN DR.
1. STAKES: U LONG GREEN METAL T-POSTS. MAY BE NOTED ON THESE PLANS. MULCH COVER WITHIN 6"OF CONCRETE WALKS AND CURBS SHALL NOT I
2. GUY AND TIE WIRE: ASTM A 641,CLASS 1,GALVANIZED-STEEL WIRE,2-STRAND,TWISTED,0,106 INCH DIAMETER. PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND CURBS.MULCH COVER WITHIN 12"OF WALLS SHALL I m 24"MIN.TO EDGE SUITE #100
3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE,WITH GROMMETS TO BE AT LEAST 3"LOWER THAN THE TOP OF WALL. LO
° ST. LOU IS MO 63143
PROTECT TREE TRUNKS FROM DAMAGE. J. CLEAN UP ® 2
O TYPICAL WALKWAY OR PAVING OF MATURE CANOPY
L. STEEL EDGING: PROFESSIONAL STEEL EDGING,14 GAUGE THICK X 4 INCHES WIDE,FACTORY PAINTED DARK GREEN. 1. DURING LANDSCAPE PREPARATION AND PLANTING,KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, g PH. 314.238.2036
ACCEPTABLE MANUFACTURERS INCLUDE COL-MET OR APPROVED EQUAL. ORDERLY CONDITION. - 2O TREE TRUNK
M. PRE-EMERGENT HERBICIDES: ANY GRANULAR,NON-STAINING PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. 3 CONTACT: KEN KAMMERER
SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT HERBICIDES SHALL BE APPLIED PER K. INSPECTION AND ACCEPTANCE / / 3 LINEAR ROOT BARRIER MATERIAL.SEE
THE MANUFACTURER'S LABELED RATES. 1. UPON COMPLETION OF THE WORK,THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN,FREE OF O PLANTING NOTES FOR TYPE AND EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM
DEBRIS AND TRASH,AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST MANUFACTURER. INSTALL PER
AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. MANUFACTURER'S SPECIFICATIONS. LANDSCAPE co
METHODS 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS,THE LANDSCAPE 4
CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 4� TREE CANOPY EVERGREEN DESIGN GROUP
A. SOIL PREPARATION HOURS. ® r' S TYPICAL PLANTING AREA 0
1. BEFORE STARTING WORK,THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN ° O 15455 DALLAS PKWY
AREAS ARE WITHIN+/0.1'OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD RE-INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME,A WRITTEN NOTICE OF FINAL 6 TYPICAL CURB AND GUTTER ANY DISCREPANCIES EXIST. ACCEPTANCE WILL BE ISSUED BY THE OWNER,AND THE MAINTENANCE AND GUARANTEE PERIODS WILL ° O w SUITE #600
2. SOIL TESTING: COMMENCE. 5 =04 u ADDISON, TX 75001
a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED,CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE L. LANDSCAPE MAINTENANCE i Cc> NOTES: °o°w
PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLE 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE e 1) INSTALL ROOT BARRIERS NEAR ALL PH. 800.680.6630
SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL,TAKEN FROM BETWEEN THE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE i, NEWLY-PLANTED TREES THAT ARE LOCATED CONTACT: STEPHEN SALES
SOIL SURFACE AND 6"DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS,THE CONTRACTOR MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS(AS APPROPRIATE): PROPER WITHIN FIVE(5)FEET OF PAVING OR CURBS.
SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. PRUNING,RESTAKING OF TREES,RESETTING OF PLANTS THAT HAVE SETTLED,MOWING AND AERATION OF LAWNS, 2) BARRIERS SHALL BE LOCATED IMMEDIATELY EMAIL: STEPHEN@EVERGREENDESIGNGROUP.COM
b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: WEEDING,RESEEDING AREAS WHICH HAVE NOT GERMINATED WELL,TREATING FOR INSECTS AND \ 6 ADJACENT TO HARDSCAPE. UNDER NO
SOIL TEXTURAL CLASS GENERAL SOIL FERTILITY H ORGANIC MATTER CONTENT SALT CEC LIME SODIUM
p ( ), DISEASES,REPLACEMENT OF MULCH,REMOVAL OF LITTER,REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY / CIRCUMSTANCES SHALL THE CONTRACTOR 1 2 3 4
ADSORPTION RATIO(SAR)AND BORON CONTENT. PARTS AND/OR WORKMANSHIP,AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE \ USE ROOT BARRIERS OF A TYPE THAT
C. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER,WITH SCHEDULING CASE NAME:
SOIL SAMPLES. ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. \ - COMPLETELY ENCIRCLE THE ROOTBALL.
d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE 2. SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM,THE 1 CASE NUMBER: CU24-13
FOLLOWING(AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, LOCATION: 3500 GRAPEVINE MILLS BOULEVARD NORTH
GENERAL ORNAMENTAL PLANTS,XERIC PLANTS,TURF,AND NATIVE SEED,AS WELL AS PRE-PLANT HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER.
FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT 3. TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD,ALL OF THE FOLLOWING CONDITIONS D M
Oo � �.....ARRIER - PLAN VIEWO CURB.
SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MUST OCCUR: (:: )MAINTENANCE. a. THE LANDSCAPE SHALL SHOW ACTIVE,HEALTHY GROWTH(WITH EXCEPTIONS MADE FOR SEASONAL O MULCH LAYER. MAYOR SECRETARY z
3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY
RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS,EITHER INCREASE OR PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. O3 PLANT.
DECREASE,SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. O4 TURF(WHERE SHOWN ON PLAN). DATE
4. FOR BIDDING PURPOSES ONLY,THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: C. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHESLLI
a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8"OF SOIL BY MEANS OF ROTOTILLING BEFORE FIRST MOWING. HYDROMULCHED AREAS SHALL SHOW ACTIVE,HEALTHY GROWTH. BARE AREAS
AFTER CROSS-RIPPING: LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED OR RESEEDED(AS APPROPRIATE)PRIOR TO
i. NITROGEN STABILIZED ORGANIC AMENDMENT-4 CU.YDS.PER 1,000 S.F. FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.
ii. PREPLANT TURF FERTILIZER(10-20-10 OR SIMILAR,SLOW RELEASE,ORGANIC)-15 LBS PER 1,000 S.F. M. WARRANTY PERIOD,PLANT GUARANTEE AND REPLACEMENTS PLANNING AND ZONING COMMISSION
iii. "CLAY BUSTER"OR EQUAL-USE MANUFACTURER'S RECOMMENDED RATE 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES,SHRUBS,PERENNIALS,SOD,
b. TREES,SHRUBS,AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8"OF SOIL SEEDED/HYDROMULCHED AREAS,AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE
BY MEANS I. NITROGEN OF ROTOTILLING AFTER CROSS-RIPPING:STABI STABILIZED ORGANIC AMENDMENT 4 CU.YDS.PER 1,000 S.F. EXPENSE OWNER'S
PE SE AND TO THE SATISFACTION OF TFOR
E OWNER,ANY PLANTS WHICH DIE I CONTRACTOR
THAT TIME,OR REPAIR ANY
OWN
P ��nlNG AT PARKING AREA
ii. 12-12-12 FERTILIZER(OR SIMILAR,ORGANIC,SLOW RELEASE)-10 LBS.PER CU.YD. PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. B SCAO SCALE CHAIRMAN O
iii. "CLAY BUSTER"OR EQUAL-USE MANUFACTURER'S RECOMMENDED RATE 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD,THE LANDSCAPE CONTRACTOR
iv. IRON SULPHATE-2 LBS.PER CU.YD. SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED
5. IN THE CONTEXT OF THESE PLANS,NOTES,AND SPECIFICATIONS,"FINISH GRADE"REFERS TO THE FINAL DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. DATE:
ELEVATION OF THE SOIL SURFACE(NOT TOP OF MULCH)AS INDICATED ON THE GRADING PLANS. N. PROVIDE A MINIMUM OF(2)COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD
a. BEFORE STARTING WORK,THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF ALL DRAWING IS A RECORD OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH
LANDSCAPE AREAS ARE WITHIN+/-0.1'OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED CHANGE ORDERS,ADDENDA,OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. SHEET: 4 ( 16
INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION. 1
b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS,AND CONSTRUCT AND MAINTAIN
SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE
DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
GRADING PLANS,AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE (-
SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. 2 WITH ANY CODES OR ORDINANCES.
C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE (-
NEEDED,TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED,THE AMOUNT OF SOIL AMENDMENTS TO BE O SHRUB,PERENNIAL,OR ORNAMENTAL GRASS. PLANNING SERVICES DEPARTMENT a
ADDED(BASED ON A SOIL TEST,PER SPECIFICATIONS),AND THE FINISH GRADES TO BE ESTABLISHED. 1
d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING O MULCH,TYPE AND DEPTH PER PLANS. PLACE NO
SURFACES,AFTER INSTALLING SOIL AMENDMENTS,IS 3"BELOW THE ADJACENT FINISH SURFACE,IN ORDER MORE THAN 1"OF MULCH WITHIN 6"S.OF PLANT
TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH GRADE,AS SPECIFIED ON 0 2 CENTER. ( O
THE GRADING PLANS,AT APPROXIMATELY 18"AWAY FROM THE WALKS. _ H
e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING 7 3 O ZONING DESCRIPTION:
o FINISH GRADE
3. W
SURFACES,AFTER INSTALLING SOIL AMENDMENTS, IS 1"BELOW THE FINISH SURFACE OF THE WALKS. TAPER _
THE SOIL SURFACE TO MEET FINISH GRADE,AS SPECIFIED ON THE GRADING PLANS,AT APPROXIMATELY 18" 4 O4 ROOT BALL. - EXISTING ZONING: COMMUNITY COMMERCIAL, C-C
AWAY FROM THE WALKS. W
f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS,GEOTECHNICAL H..I
REPORT,THESE NOTES AND PLANS,AND ACTUAL CONDITIONS,THE CONTRACTOR SHALL IMMEDIATELY BRING 5 O BACKFILL. AMEND AND FERTILIZE ONLY AS �1
SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT,GENERAL CONTRACTOR,AND OWNER. 8 _ RECOMMENDED IN SOIL FERTILITY ANALYSIS. OWNER:
6. ONCE SOIL PREPARATION IS COMPLETE,THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO 6 V
DEBRIS,TRASH,OR STONES LARGER THAN 1"REMAINING IN THE TOP 6"OF SOIL. O UNDISTURBED NATIVE SOIL. PAVILION DEVELOPMENT COMPANY
5605 CARNEGIE BLVD., SUITE 110
B. SUBMITTALS �7 3"HIGH EARTHEN WATERING BASIN. ( I CHARLOTTE, NC 28209 Q
1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES,IF REQUIRED,TO THE LANDSCAPE ARCHITECT,AND It x PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES V1
RECEIVE APPROVAL IN WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES. 2X O8 WEED FABRIC UNDER MULCH. 4 F-a
2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE,PHOTOS OR APPLICANT:
SAMPLES OF ANY REQUIRED MULCHES,AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM CLAYMOORE ENGINEERING, INC.
THE TESTING LAB(INCLUDING COMPOST AND FERTILIZER RATES AND TYPES,AND OTHER AMENDMENTS FOR1.4
TREE/SHRUB,TURF,AND SEED AREAS AS MAY BE APPROPRIATE).
1903 CENTRAL DRIVE SUITE#406
3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE 1� ROLLED-TOP STEEL EDGING PER PLANS. BEDFORD, TX. 76021
STAKES AND TIES,EDGING,AND LANDSCAPE FABRICS(IF ANY). PH: 817.281.0572 CONTACT NAME: CLAY CRISTY
4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE,THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING O TAPERED STEEL STAKES.
CONSIDERED.
SURVEYOR:
C. GENERAL PLANTING O MULCH,TYPE AND DEPTH PER PLANS. EAGLE SURVEYING, LLC
1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES,APPLY PRE-EMERGENT HERBICIDES AT THE 210 S. ELM ST. SUITE#200
MANUFACTURER'S RECOMMENDED RATE. O FINISH GRADE. DENTON, TX 76201
3. TRENCHING NEAR EXISTING TREES: PH: 940.222.3009 CONTACT NAME: MASON DECKER
a. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2"AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE SHRUB AND PERENNIAL PLANTING NOTES: DESIGN: SWS
(CRZ)OF EXISTING TREES,AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY 1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED. LEGAL DESCRIPTION:
E
TO TREE ROOTS,TRUNKS,AND BRANCHES. THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD SCALE:NTS 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1"BELOW FINISH GRADE. LOTS 6A,BLOCK A,OF GRAPEVINE MILLS CROSSING, DRAWN: SWS
FROM THE TREE TRUNK,WITH A RADIUS EQUAL TO V FOR EVERY 1"OF TRUNK DIAMETER-AT-BREAST-HEIGHT 3) TOP OF MULCH SHALL BE 1"LOWER THAN TOP OF EDGING. EVERGREEN AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS CHECKED: RM
(4.5'ABOVE THE AVERAGE GRADE AT THE TRUNK). 1.76 ACRES
b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR D E S I G N GROUP DATE: 3/1/2024
TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ. (800)680-6630 CITY: STATE: SHEET
c. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2"AND LARGER IN DIAMETER. WHERE TREE ROOTS 15455 Dallas Pkwy.,Ste 600 GRAPEVINE TX.
1-1/2"AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD,TUNNEL UNDER SUCH ROOTS. WRAP STEEL EDGING LP-2
EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP MOIST, CLOSE ALL TRENCHES WITHIN THE (� Addison,TX 75001
CANOPY DRIP LINES WITHIN 24 HOURS. "' SCALE:NOT TO SCALE www.EvergreenDesignGroup.com COUNTY SURVEY: ABSTRACT NO.
d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE
TARRANT JAMES GIBSON SURVEY 587
File No.2024-006
FINISH MATERIAL
T.O. PARAPET SIGNAGE AREA. PROVIDED AND o
EL: 132'-3" INSTALLED BY SIGN VENDOR, SEE 9/A-7.2 EIFS 907 SF(32.5%) a
NICHIHA 1,112 SF(39.9%)
METAL PARAPET CAP, COLOR SIGNAGE BLOCKING, COORDINATE GLAZING 48 SF(1.7%) 00
TO MATCH E02 , TYP. EXTENT AND FINAL LOCATION MISC 721 SF (25.9%) m
APPROXIMATE WITH SIGNAGE VENDOR, TYP. TOTAL 2,788 SF(100%)
LOCATION OF RTU EIFS PAINTED, TYP. WALL PACK, TYP. SEE SIGNAGE AREA. PROVIDED AND
BEYOND PARAPET SANDPEBBLE FINE FINISH ELECTRICAL FOR INSTALLED BY SIGN VENDOR, SEE 9/A-7.2 m
T.O. PARAPET _ MORE INFORMATION 0
EL: 122'-6" T.O. PARAPET
EL: 122'-2"
AREA. PROVIDED r--------- --------- ---- ---------
SIGNAGE � T.O. PARAPET
AND INSTALLED BY SIGN _____ ____________ __ __L_________ _ ---- ---------J__ __ __ ---------- _ ----L EL. 119-6 T.O. LIGHT POLE N
VENDOR, SEE 9/A-7.2 = - _ - - _- i i � , -
-� ~= L--------- -------- ---- ---------J I i ACM FASCIA PANEL OVER DOOR,
- L-----J BY SIGN VENDOR, TYP. OF(4).
NICHIHA WALL PANEL SYSTEM GC TO PROVIDE 3/4" PLYWOOD
OVER CONTINUOUS INSULATION = - - . . LIGHT POLES v
BLOCKING AT FASCIA PANEL LIGHT FIXTURES, INCLUDING o
WALL PACK, TYP. SEE __ - -__ - _= 7�_811 LOCATIONS, SEE 9/A-7.2, SIM. BASE, MAY NOT EXCEED 30 v
ELECTRICAL FOR =_ _- _- = _- _- - _- - 6" 6" a
MORE INFORMATION =- FOOT, OR THE HEIGHT OF N
--- _, o a ® THE BUILDING,WHICHEVER N
- Tip \ r \ \ r 7 \ IS LESS.
STANDARD SECTIONAL =_ _ \ / I I EIFS VGROOVE/ o w w w z N z z J> w
OVERHEAD DOORS, SOLID = _ ,' E05 ' \ \ - E03
o CONTROL JOINT w=m o�F� J �,
PANELS, COLOR: CLOPAY -= _ _`- T.O. POLE BASE = z z= ¢ Q = Q`° z W
"CHARCOAL", TYP. - __ - - ` \ _ = o EL: 3'-0" ooa�N�
E06 E02
— _ O Q
FINISH FLOOR = - _ = _ =- _ = FINISH GRADE Qo�Qz �o�Na°a�aWz �a�
EL: 100'-0" EL: O'-0" OF
z�o�=��p��Qom�� �NN~
COILING DARK BRONZE ANODIZED SECTIONAL OVERHEAD DOORS w w>o w o Q N
OVERHEAD DOOR ALUMINUM STOREFRONT DOOR& FR ME WITH CLEAR SAFETY GLAZING, 4' DIA. PAINTED E01 o w o o= o J z z a o o Q o a o
PAINTED Eo2 TYP. PIPE BOLLARD FILLED W/ J= Q o w=z m-W Q J w
WITH 1" INSULATED CLEAR PRE-FINISHED MULLIONS AND z _ z o z N o z m m J Q W W z o z v
CANOPY BY SIGN VENDORJ WITH DRIP AP CONCRETE, SEE 10/A-5 O �m a a z o o J z>N v 0 J o w
SAFETY GLAZING, TYP. SOLID PANELS, COLOR: cc
CLOPAY"CHARCOAL", TYP. z �^o'- o�Q W 0 0
w .dz U�w wNZO�Y�in>-OC7 v �-'H
EXTERIOR ELEVATION - FRONT (NORTH) 5 LIGHT POLE w z Q �_�Om�F- zJ�
z °��o=w0 ��oo�o�= oaz-
m �wQQpi-Ow,w!' iZ WZZwu uwwoC~.J
/�-4 SCALE: 1/8" = 1'-0" FINISH MATERIAL
% /�-4 SCALE: 1/8"= 1'-0" } WmooW��F �=wo��0cn<Wwo
PRIMARY AND OVERFLOW NICHIHA 2,620 SF(87.9%) �' w a o o o w o
-- wQJzOZ=wOZyw�Op ZO pwcc=
12'-0" SCUPPER OPENINGS, SEE A-3 12'-0" GLAZING 284 SF (9.5%)
MISC 51 SF(2.6%)
TOTAL 2,980 SF(100%) t �
METAL PARAPET CAP, COLOR V
TO MATCH E02 , TYP. a
T.O. PARAPET
EL: 122'-6" O O
CC
METAL DOWNSPOUT U =
COLOR TO MATCH(E02 , TIE , ^ I-_
TO UNDERGROUND STORM O
SEWER, SEE A-3 FOR SIZE 0 J n
AND LOCATION, TYP Q
CANOPY BY SIGN VENDOR V) X �
w � �
NICHIHA WALL ocLu
cri L
Eo5 E05 PANEL SYSTEM ) N
OVER CONTINUOUS
W
w
- - - - - - - - - - - - - - - - - -
- INSULATION > >
_- _-- - - - - - - U Q w
FINISH FLOOR = --- --- - -_ = -_ _ - - _ - - - - =_ - _ = �r Pm O L of- � >
EL: 100'-C° DARK BRONZE'ANODIZED - I--- oo a
ALUMINUM STOREFRONT O C=� � U [ 1�
WITH 1" INSULATED CLEAR v
SAFETY GLAZING, TYP.
2 EXTERIOR ELEVATION - LEFT SIDE EAST REVISIONS
A-4 SCALE: 1/8" = 1'-0"
CUP RESUBMITTAL 3 21 24
T.O. PARAPET jh FINISH MATERIAL
EL: 132'-3" EIFS 830 SF(31.2%)
SIGNAGE AREA. PROVIDED NICHIHA 1,079 SF (40.5%)
BACK SIDE OF PARAPET AND INSTALLED BY SIGN GLAZING 43 SF (1.6%)
WALL BEYOND VENDOR, SEE 9/A-7.2 MISC 711 SF (26.7%)
INTAKE LOUVER, SEE SIGNAGE BLOCKING, COORDINATE LAPPROXIMATE TOTAL 2,663 SF (100%)
LINE OF ROOF BEYOND METAL PARAPET CAP, COLOR 5/A-7.0& MECHANICAL, EXTENT AND FINAL LOCATION LOCATION OF RTU SCALE
PRIMARY AND OVERFLOW TO MATCH Eo2 , TYP. PAINT TO MATCH WALL WITH SIGNAGE VENDOR, TYP. BEYOND PARAPET T.O. PARAPET
SCUPPER OPENINGS, SEE A-3 EL: 122'-6" 0 5 10 15 25
T.O. PARAPET
EL: 119'-6"
ACM FASCIA PANEL OVER - ---- ------ ----- ------------ ---- -Q- ------------ ----- ------------ ----- _ - _~ _- _� MARK EXTERIOR FINISH SCHEDULE: MATERIAL MFR # COLOR
DOOR, BY SIGN VENDOR, TYP. _ = WALL PACK, TYP. SEE
G.C. TO PROVIDE 3/4" PLYWOOD  _ - ELECTRICAL FOR E01 EXT. : HANDRAILS/GUARD RAILS/TRAFFIC BOLLARDS PAINT(SEMI-GLOSS) SW6314 LUXURIOUS RED
BLOCKING AT FASCIA PANEL _ _= _ Eo6 = _ MORE INFORMATION E02 EXT. : SIGN POLES/FENCES/EXT. DOORS AND TRIM PAINT(SATIN/SEMI-GLOSS) SW7674 PEPPERCORN
LOCATIONS, SEE 9/A-7.2, SIM. E03 EXT. : EIFS PAINT(SEMI-GLOSS) SW7666 FLUER DE SEL
4" DIA. PAINTED Eo1 T-0" _ _ = - = SECTIONAL OVERHEAD DOORS,
PIPE BOLLARD FILLED W/ 6 6" __- - - - - - SOLID PANELS, COLOR: E04 EXT. :APPLY OVER RED E01. (EXTERIOR LOCATIONS ONLY) PAINT(SEMI-GLOSS) CLEAR COAT SHER-CLEAR
CONCRETE, SEE 10/A-5 ® o o- __ == CLOPAY"CHARCOAL", TYP. E05 EXT. : COMPOSITE FIBER PANELS ABOVE WAINSCOT NICHIHA CANYONBRICK SHALE BROWN
METAL DOWNSPOUT = _ _ _ �'� _-- E06 EXT. : COMPOSITE FIBER PANEL WAINSCOT NICHIHA STACKEDSTONE MOUNTAIN
C _ -==OLOR TO MATCH Eo2 ,TIE Eo5 E05 NICHIHA WALL
� � � � Eo3 -_ -_
TO UNDERGROUND STORM PANEL SYSTEM\ \ ` / - -
SEWER, SEE A-3 FOR SIZE E02 Eo6 OVER CONTINUOUS GENERAL NOTE:
AND LOCATION,TYP - _ - - - �_ 0INSULATION 1. ALL COLOR NAMES INDICATED ARE FOR SELECTION PURPOSES ALL SIGNAGE SHOWN IS FOR ILLUSTRATION PURPOSES
FINISH FLOOR - ` ` - - = _ _ - ONLY. SEE PAINT SPECS FOR SPECIFIC REQUIREMENTS. ONLY. ALL SIGNAGE IS UNDER SEPARATE PERMIT AND
EL: 100'-0" EIFS V GROOVE/ SECTIONAL OVERHEAD DOORS DARK BRONZE ANODIZED DISCONNECT AND METER DESCRIPTION: (ALL"SHERWIN/WILLIAMS" NUMBERS'SW' COLORS)
DOOR& FRAME 2. APPLY CLEAR COAT(E04)OVER"LUXURIOUS RED"(E01)ON
CONTROL JOINT WITH CLEAR SAFETY GLAZING, PAINTED Eo2 TYP. ALUMINUM STOREFRONT SYSTEM, SEE ELECTRICAL. FINAL DESIGN AND PLACEMENT IS BY SIGNAGE
EIFS PAINTED,TYP. PRE-FINISHED MULLIONS AND WITH DRIP CAP WITH 1" INSULATED CLEAR PAINT TO MATCH Eo2 3. ALL SECURITY CAMEEXTERIOR RA LOCATIONS ARE FOR ILLUSTRATION VENDOR. GC MUST COORDINATE FINAL ELECTRICAL CASCO DIVERSIFIED CORPORATION
SANDPEBBLE FINE FINISH SOLID PANELS, COLOR: SAFETY GLAZING, TYP. PURPOSES ONLY. ALL FINAL LOCATIONS TO BE COORDINATED LIC.NO.BR 98
CLOPAY"CHARCOAL", TYP. WITH SECURITY VENDOR. LOCATIONS WITH SIGN VENDOR. EXP.DATE 1/31/25
3 EXTERIOR ELEVATION - REAR SOUTH 4. REFER TO THE PHOTOMETRICS PLAN FOR ALL LIGHTING
INFORMATION.
A-4 SCALE: 1/8" = V-0" EXTERNAL ROOF LADDER, FINISH MATERIAL% 5. REFER TO SHEET A-5.0 FOR ALL REFUSE ENCLOSURE DETAILS.
PARAPET T.O. °
APPROXIMATE SEE 3/A-7.2, PAINT Eo2 EIFS 568 SF(19.0%) CASE NAME: JIFFY LOBE ZER
EL: 132'-3" NICHIHA 2,173 SF 72.9% ®o"Goose"
WALL PACK, TYP. SEE ELECTRICAL LOCATION OF RTU EXTERNAL ROOF LADDER ( ) CASE NUMBER: CU24-13 yALEoe e
FOR MORE INFORMATION GLAZING 13 SF (0.4%)
-EXTERNAL
OPENING SEE A-3. T.O. PARAPET o LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH 'Z
METAL PARAPET CAP, COLOR EL: 128'-6" MISC 229 SF (7.7/o) y ;•�
TO MATCH Eo2 , TYP. TOTAL 2,983 SF (100%)
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WRAP EIFS AROUND SIDE TO E05� MAYOR SECRETARY
BACK OF PARAPET, SEE 5/A-7
EIFS PAINTED,TYP. T.O. PARAPET •.""s.Gs
h _; ___ --- - - EL: 122'-6" RTU SCREENING DATE:
SANDPEBBLE FINE FINISH BASED ON A SIMPLE SITE 4/29/24
T.O. PARAPET ���' _ PLANNING AND ZONING COMMISION
LINE STUDY,A PERSON
EL. 119'-6" ooHN VALENTIN
WOULD HAVE TO STAND uc.NO.3 ss0
0824
SIGNAGE AREA. PROVIDED OVER 450 FEET AWAY FROM EXP.DATE 3/31/25
AND INSTALLED BY SIGN r---i METAL DOWNSPOUT THE BUILDING BEFORE THE
VENDOR, SEE 9/A-7.2 - - I COLOR TO MATCH E02 , TIE CHAIRMAN PROFESSIONAL 2 RECORD
i I RTU BECOMES VISIBLE FROM
SIGNAGE BLOCKING, COORDINATE = ---i TO UNDERGROUND STORM THIS ELEVATION. PHONE:314 s1 zloo
EXTENT AND FINAL LOCATION SEWER, SEE A-3 FOR SIZE DATE: Drawn /Checked By: XXX/XXX
WITH SIGNAGE VENDOR, TYP- " �} AND LOCATION, TYP SHEET: 5 OF 16
Project Number 2404006
J-BOX LOCATIONS FOR SECURITY Eo5 NICHIHA WALL
n PANEL SYSTEM APPROVAL DOES NOT AUTHORIZE ANY WORK IN
CAMERA, 10'-0"AFF, TYP. a Owner Date 2-29-24
CANOPY BY SIGN VENDOR O ` OVER CONTINUOUS CONFLICT WITH ANY CODES OR ORDINANCES.
Permit Date XX-XX-XX
Eo5 E03 E05 E05 ` INSULATION
DARK BRONZE ANODIZED ALUMINUM ' — _ _ _ _ T -_ _ PLANNING SERVICES DEPARTMENT Bid Date XX-XX-XX
- E06
STOREFRONT WITH 1" INSULATED Eo6 � Eo2 = -_ - _ E06 _ -- _- _- Eo6 __- _ _- _- o
CLEAR SAFETY GLAZING, TYP.
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WEATHER SEAL GAS DOOR& FR ME FOR EXTERIOR
EI S PAINTED, TYP. 9'-6 LINE, SEE PLUMBING WATER METER, PAINTED Eo2 TYP. GRAPEVINE MILLS CROSSING
SANDPEBBLE FINE FINISH FOR CONTINUATION SEE PLUMBING
GAS METER, NO WITH DRIP AP ELEVATIONS
0
EIFS VGROOVE/CONTROL JOINT PAINT SEE PLUMBING PAINT GAS LINE TO
LOTS 6A, BLOCK A, GRAPEVINE MILLS
MATCH WALL COLOR.
O
4 EXTERIOR ELEVATION - RIGHT SIDE WEST CITY OF GRAPEVINE, TARRANT COUNTY, TX
A-4 SCALE: 1/8"= V-0" 1.76 ACRES Am4
ZONE: COMMUNITY COMMERCIAL C-C
DATE OF PREPARATION: 2/28/24
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REVISIONS
A B C D E F CUP RESUBMITTAL 3/21/24
107'-6"
15'-0" 25'-10" 25'-10" 25'-10" 15'-0"
2
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EXP.DATE 1J31/25
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MAYOR SECRETARY ®'•:;024 ®•••'•
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PLANNING AND ZONING COMMISION
JOHN VAL- - - - - - - - - - - - - - - LIC.NO.
30824
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EXP.DATE 3J31l25
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CHAIRMAN PROFESSIONAL OF RECORD
PHONE:314-821-1100
DATE:
SHEET: 6 OF 16 Drawn /Checked By: XXX/XXX
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Project Number 2404006
APPROVAL DOES NOT AUTHORIZE ANY WORK IN Owner Date 2-29-24
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Bid Date XX-XX-XX
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CANOPY
81'-6" 26'-0"
FOR CANOPY
GRAPEVINE MILLS CROSSING
SCALE LOTS 6A, BLOCK A, GRAPEVINE MILLS
1
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A-5.1 SCALE: 1/8" = 1'-0" 1.76 ACRES AmSol
ZONE: COMMUNITY COMMERCIAL C-C
DATE OF PREPARATION: 2/28/24
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D 9 MAYOR SECRETARY
- - - - - - DATE: TE 4/29/24
E PLANNING AND ZONING COMMISION
JOHN VALENTIN RUSSO
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EXP.DATE 3/31/25
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E.4. PHONE:314-821-1100
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DATE: Drawn /Checked By: XXX/XXX
�o SHEET: 7 OF 16
Project Number 2404006
APPROVAL DOES NOT AUTHORIZE ANY WORK IN Owner Date 2-29-24
E'9 CONFLICT WITH ANY CODES OR ORDINANCES.
Permit Date XX-XX-XX
F PLANNING SERVICES DEPARTMENT Bid Date XX-XX-XX
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FLOOR PLAN FLOOR PLAN -
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CASCO DIVERSIFIED CORPORATION
LIC.NO.EIR 98
EXP.DATE 1/31/25
CASE NAME: JIFFY LOBE ♦ ER
CASE NUMBER: CU24-13
LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH
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DATE: El- 4/29/24
PLANNING AND ZONING COMMISION
JOHN VALENTIN RUSSO
LIC.NO.30824
EXP.DATE 3/31/25
CHAIRMAN PROFESSIONAL OF RECORD
PHONE:314-821-1100
DATE: Drawn /Checked By: xxx/xxx
SHEET: 8 OF 16
Project Number 2404006
APPROVAL DOES NOT AUTHORIZE ANY WORK IN Owner Date 2-29-24
CONFLICT WITH ANY CODES OR ORDINANCES. Permit Date xx-xx-xx
PLANNING SERVICES DEPARTMENT Bid Date xx-xx-xx
DUMPSTER ENCLOSURE DUMPSTER
FOR
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LOTS 6A, BLOCK A, GRAPEVINE MILLS
AB. NO. 587
CITY OF GRAPEVINE, TARRANT COUNTY, TX
1.76 ACRES Am590
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(L [ d, .05 \ d- [ - I T 2. EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS.
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Ur , I CASE NUMBER: CU 24-13 z
\\ _ --../ -_.. _�I DISCREPANCIES WITH THIS PLAN. O
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ui
REGARDING FILL COMPACTION AND MOISTURE CONTENT. MAYOR SECRETARY
j/ 5 5. 7 534.17 I r� N �1 6. REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL
o 535.38 U(�DENTI D "� ram .. REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. Q
� � � ,,, /` � � � ..�,�; �r w �� � � �,� DATE p
n S _M 1 SE 7. THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS
I PLANNING AND ZONING COMMISION
PER CITY OF GRAPEVINE, TX AND ADA STANDARDS
_ _54 .0 / �__3VIk1 RI1 E 1°
~` ,.i -� � � � � ,'' � \ DI i v 7, 8. GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES z
{ 7.14 rt INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA
CY) u- `44__ r it F °"RC:F' NC) STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL
5_ 535.57 ,, 3� ,�_ ,
- 13 ICE AL CHAIRMAN
- 5
�- SLOPE OR 2% CROSS SLOPE SIDEWALK ACCESS TO EXTERN
8 - �m BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR DATE
0 `� _ _. .. _._" ~ ''' ME SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT
U ILITY & DRAINAGE
1 N ` BE MET AT ANY LOCATION. SHEET: 9 OF 16
EASEMENT 9. GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO
I g - - - ~ ` ; AB. A, PG. 11865 CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT `J
54 .20± s 53 . P.R.T.C.T. 10. CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, WITH ANY CODES OR ORDINANCES. �J
A � ME� ETC. AS NECESSARY TO MATCH FINISHED GRADE. H
. � SIGN - PLANNING SERVICES DEPARTMENT
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I _ __ c 9+ N 88°09'3 "W 269.78' - 5/,p4°C11R __�I
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c E 5� ME 5 X 10 5-...h._. T °1 °
-- �� } OWNER:
� M
f TILITY EASEMENT__ _ ' �^
N 88°1149' W
PAVILION DEVELOPMENT COMPANY
m_ _ __ EE�i1h ITIL1= 1.C'-
i CAB. A, PG. 11133 _ -
E ' - = �.._. _ -- __:.._ __ - - -- ___ _- ..__ 5605 CARNEGIE BLVD., SUITE 110
IV96I RIVIa3.
l [ P.R.T.C.T. j / I 121.E _ CHARLOTTE, NC 28209
(111C; E; BBI_E r 1 ' TL- lt� = 71. ° DW
J T'°` - J r ? a Ij \ PH: 704.944.5971 CONTACT NAME: ANDREW DAMES
[ t E f Co l (tr` r I J I APPLICANT
F-�
.. ter' I j ? i i ' 1 i j d I t
°'n i � �_�_�-_� _�-__� ,,�` I ` �_�:� �____ , � � - �. � ��_.,,__
' ___ ____ ___ I_._____-_ ____ _! -, _ _! -__'`-__ __i ! _, I j I ; _ _-___ -__ .._ _ __. / CLAYMOORE ENGINEERING, INC. W
11 j ( .._ I I III N� _M F 1_ __. _ _ _ - 1 I_ I ._- 1i c s 1 ":a E EC1�/ L) 1903 CENTRAL DRIVE SUITE#406
a w_-_... I FI rE LANE
T t t.�11T ELF BEDFORD TX. 76021 W
Z, D�� 4 PH: 817.281.0572 CONTACT NAME: CLAY CRISTY I�
' E1- E.
SURVEYOR:
` EI-EV ° EAGLE SURVEYING, LLC
210 S. ELM ST. SUITE#200
T DENTON, TX 76201
1 LOT J, BLOCK B PH: 940.222.3009 CONTACT NAME: MASON DECKER
I DESIGN: MBT
GRAPEVINE VINEYARD �_ � LEGAL DESCRIPTION:
LOTS 6A,BLOCK A,OF GRAPEVINE MILLS CROSSING, DRAWN: MBT
AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS CHECKED: DID
1.76 ACRES .,.................................................._
DATE: 4/29/2024
CITY: STATE: SHEET
GRAPEVINE TX.COUNTY SURVEY: ABSTRACT NO. 9 OF 1 16
TARRANT JAMES GIBSON SURVEY 587
File No.2024-006
TEXAS FIRM#14199
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ARCHITECT VICINITY MAP
\ N.T.S.
532
- �- --- cn CASCO
� rr� � °3 �' �* ,,.
' 531.34TG 12 SUNNEN DR.
t. " LOT 5A CRES GRAPEVINE ILLS OP �"� SUITE #100
I 5 BLOCK A �u,77 ., FT,
ST. LOUIS, MO 63143 x
_ ' r' PH. 314.238.2036
I I I90C. .:� 713
GRATE INC L T F4I -a 9, 54 .1 P,R'T,C,T,
18 RCP CONTACT: KEN KAMMERER
-�_ _ I9CP 34 ' (�} � II , ,�°,� I �I:w- _�-_=w--.-,w
o I f EMAIL: KEN.KAMMERER@THECDCOMPANIES.COM
GRAPHIC SCALE W
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I ' ;3
I, 1 A- 5,292 SF I W
� � �
� EVERGREEN DESIGN GROUP
- 18
_ _ _ .. __ _.. _ -_ . . I I ( 15455 DALLAS PKWY �■■� 04
' A-2 II 1 inch = 20 ft. SUITE #600
1.62 AC 532.56 5s3.22 , ,( ADDISON, TX 75001 w
[_ �1I 1-I-6=5 9 ' ,., z r- j I PH. 800.680.6630
(INAC ES r. Fwo
16.84 CFS ----�--�-- I CONTACT: RODNEY MCNABB
a
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`"=t CONSTRU T PED STRIAN ACCESS
~ � CI S 1 WITH 5% M X. L SLOPE AND 2 o
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Q u_. - �� LOT 5A, BLOCK A m
� 1 � # � � I � �= � c>ys - FLOW FOR DRAINAGE AREA IN CFS
534. ! RC h GRAPEVINE k1ILLC ORO
(- o i PROPOSED BUILDING A-1 T
= r 1I T .. A- 3,929 SF ___ .__.II �OC, NO, D2093467'
C0r � FFE = 535.50 0.14 AC I P.P.T.C.T.
- _ I DRAINAGE AREA BOUNDARY
Q � U _j IT � a- 1 ,! 6„ HDPE s` I
n _ _ 6 DPE --_..._ ______......
1- ( 1.46 CFS
JQI p 35.38 4. 5 i i - PROPOSED STORM DRAIN
i
I
J 6„ HDPE
CN E � N
� 6" HDPE WASH BAY _ 1 ,' �' ® PROPOSED CURB INLET
- ..._
W Q '` _. (- Co� _ UNIDENTIFIED
I •'' -- 534.91 A= 2,177 SF
j P ' Cut 1NL T IPROP. ROOF DRAIN (PRIVAT ) _ r� � I EASEMENT
FFE - 535.00 1
... _
W540. 8 co l80
..
. . .T .
n I ti 4.05 / lI
3.84 TG 6 HDPE T \\ I I CASE NAME: JIFFY LOBE
J�u r CASE NUMBER: CU 24-13 z
1!_ 18"C14RCP a ., I LOCATION : 3500 GRAPEVINE MILLS BOULEVARD NORTH
1 1__._ �_.�...� . �. A II v1
" 6" HDPE C �NN CT� O D AIN ( / , !< k
LL_ w
I of
N CONNECT ROOF DR N � 3�� '�R�-� -
(T: P) E Lr1�.�1_ 5.�" / MAYOR SECRETARY
a [ 1 " RCP 35.00 ��j I- . 1 �F) EX. 10'CURB INLET
7. 535.38 ro IS_ H
�. UI�DENTI D � h � .�..�
535. 7 534.17 a
� "� DATE p
� m"A S E w, I
{p _ ..z
I I A \ �� E MH-F;IM 530,1' PLANNING AND ZONING COMMISION
«~. 40.0
:. -. 7.14 I _, PIT„ 525,T z
18" RPP / � ,.
F -27 RCP (NE)
s{, - - =
I _ 535.57 L-13"RCF (S) CHAIRMAN
533.02
y M 531.35± DATE
ME
/ 1 `� - N UTILITY & DRAINAGE SHEET: 10 OF 16
to \ EASEMENT
-- AB. A, PG. 11865 APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
j 8 RCP 21" RC ME.3
4 .20± „ /
P.R.T.C.T. WITH ANY CODES OR ORDINANCES.
...A,.~ _ _ _ 7 __ .._ PLANNING SERVICES DEPARTMENT
L1ONU N..F. SIGN ---------- --- .,m...._---- �._.---- r " � �'. EX. 18" AINAGE PIPE
{ r „.
f. 1 PROP. 5' CURB I ET "". ",.- j � ,.. ...' CU M- 1,
- /
- .._.._., L1 1=!` ZONING DESCRIPTION: ^
/ 537.�O ( / 1 ' FL-1 I CP g_52 a. (NE) hl
( ti F- 7 � _
" --- 533 EXISTING ZONING. COMMUNITY COMMERCIAL, C-C
CIS 537.42± o n 24 5v CIRF I I�
p i 533.7 � I
ME 5�. 9± N 88 09 37 W (269.78) -
(°J _ ME [_��)
I I - - -:I 5 X 10 NO
(N 88°11-49° ) �, EP ( " � OWNER.
TILITY EASEMENTmm_ r � c I I PAVILION DEVELOPMENT COMPANY
I i CAB. A PG. 11133 .._ __ _-_ _- �_ _ �_ EE 1H-RIM 531.0
' 1 F _____.-f�C-E3�NN CTt T S 01;,4 "11 , - -- - - - 5605 CARNEGIE BLVD., SUITE 110
UfV163�F71 539.7" � ? 3 1L __.____..__ __...I j I I � � � � _ _�___ __-__... __.. �.�_�_�_ � , FL-0"°P7^`C �i71.4" (SE)
P.R.T.C.T. ? I ___-_ __._ _ �I
INAO " CHARLOTTE, NC 28209 h--�
EE IELE `� � � I EX.NVYE I LET I�-w-__�� 21.�31
( ) I .� ; 1 I I ( FL-6"PVC=521.5' (N V)
I i - � I I I I I I= PH: 704.944.5971 CONTACT NAME: ANDREW DAVIES l �/
�1I I1w I
_ 1
APPLICANT:
CLAYMOORE ENGINEERINGINC.
J " �1 EFIRE LAN _ - I X 1 1903 CENTRAL DRIVE SUITE#406
FOUL
4.1FIRL LANE T
`ry I v ( 3 BEDFORD, TX. 76021
�l Q
N7`039537.3 ' PH: 817.281.0572 CONTACT NAME: CLAY CRISTY
J # I I E:941759.9 f SURVEYOR:
ELEOd:5,. „\34 EAGLE SURVEYING, LLC
210 S. ELM ST. SUITE#200
DENTON, TX 76201
HYDROLOGIC CALCULATIONS-POST DEVELOPMENT PH: 940.222.3009 CONTACT NAME: MASON DECKER
DRAINAGE AREA TC (MIN) C 110 K10 Q10 125 K25 Q25 150 K50 Q50 1100 K100 Q100 COLLECTION POINT LEGAL DESCRIPTION: DESIGN. MBT
AREA (AC.) (IN/HR) (CFS) (IN/HR) (CFS) (IN/HR) (CFS) (IN/HR) (CFS) LOTS 6A,BLOCK A,OF GRAPEVINE MILLS CROSSING, DRAWN: MBT
1 11 7
A-1 0.14 10 0.90 6.51 1.00 0.82 7.55 1.10 1.05 8.40 1.20 1.27 9.24 1.25 1.46 DRAINS TO PROPOSED ROOF DRAIN AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS CHECKED: DID
1.76 ACRES DATE: 4/29/2024
A-2 1.62 10 0.90 6.51 1 1.00 1 9.49 1 7.55 1.10 1 12.11 1 8.40 1 1.20 14.70 9.24 1 1.25 1 16.84 1 DRAINS TO PROPOSED INLET CITY: STATE: SHEET
TOTAL .
GRAPEVINE TX
DRAINAGE 1.76 10.31 13.16 15.97 18.30 COUNTY SURVEY: ABSTRACT NO. 10 OF 1 16
TARRANT JAMES GIBSON SURVEY 587
File No.2024-006
TEXAS FIRM#14199
10
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VICINITY MAP
O
_ ._ ____ __ _ ____ ____ ,__ _ _ __. -µ PROP. DRAINAGE SYSTEM (TYP) N.T.S.
� `� '` CASCO
( 12 SUNNEN DR.
SUITE #100
Ll °` r1rr,, LOT .P __ACRES CRC, ERINE MILLS FOC I W
BL- . D209046718 � ��LIGHT P LE � ST. LOUIS, MO 63143
GRATE INL� T RI 1 9 a 7R AGE & UTILITY EASEMENT C . N ' N ~T, r PH. 314.238.2036
� IRF FIRE LANE, ACCESS, DRAIN,
FL- _ CONTACT: KEN KAMMERER
RAP- 4 I � �
I GRAPHI SCALE EMAIL: KEN.KAMMERER@ THECDCOMPANIES.COM
fal t I I
� � C W
I ROO CANOPY - 20 0 10 20 40
� LANDSCAPE p4
cofl A 5,292 SF T / w
I I I
IR EVERGREEN DESIGN GROUP
w w I LIGHT POLE
� i _�... _. _.„___ __. _._ ....__��_ � �.—_._m__�. ___ I I � _....._ � 15455 DALLAS PKWY �■■� °�
I o o 1 inch = 20 ft.
I I I ' SUITE #600
o
f _....__ _.......I ADDISON, TX 75001 w
DMF� IM- - � ...J „ ' I PH. 800.680.6630
N---- . ; z
CONTACT: RODNEY MCNABB
LIGHT POE J �
EMAIL: RODNEY@EVERGREENDESIGNGROUP.COM
I ! s `i I
o
_- A4 A All' I - NOTES
,, I LEGEND
q_ - 1. CONTRACTOR SHALL COORDINATE WITH FRANCHISE
� ` - - UTILITY COMPANIES AND IRRIGATION PLANS TO w EXISTING WATER MAIN
CV � . __
DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL
EX. GAS LINE `� PROP. GAS SERVICE I CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING
LL I -- ------
AND SITE. ALL CONDUIT AND SLEEVES SHALL BE EXISTING SANITARY SEWER AND MANHOLE
z INSTALLED PRIOR TO SUBGRADE PREPARATION AND
GAs "s GAS GAS GAS GAS GAS
>- - Gas PROP. ELECT. SERVICE I I PAVING.
Q u -' wPROPOSED WATER LINE m
U
_ . . . ._ LET BLOCK
PROPF- CD . 6" SEWER SERVICE GRAPEVINE MILD ROSS�
FRANCHISE UTILITY NOTES:
PROPOSED BUILDING I I I ice.
I T A= 3,929 SFDOC ss PROPOSED SANITARY SEWER LINE AND CLEAN OUT
� _ � �, � � �M ---- 1 P,R T, T. 1. THE GAS, ELECTRIC AND TELEPHONE INFORMATION
Q p_ �j II LIGMP L m Comm C011A FFE =535.50 I Ij ------- --------- --------- --------- --------- --------- --------- --------- --------- --------- ------------ -----------cow -
I SHOWN ON THIS PLAN IS BASED UPON THE LATEST
0- _ I- I w - - INFORMATION AVAILABLE FROM THE RESPECTIVE
d 3 PROP. COMM. SERVICE PROP. OIL/WATER SEPARAT�R .__ �� PROPOSED UNDERGROUND ELECTRIC
(n c . . . . FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR
, I m m . PROP. WATER VAULT WITH
PROP TRANSFORMER
--� EX. POWER POLE I PURPOSES OF GENERAL BIDDING AND BASIC CLARITY,
BACK FLOW PREVENTER SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD
PROP. 2" DOM, METER VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE u(►' PROPOSED UNDERGROUND COMMUNICATION LINE
1LL- ..., . �, M w S
wQ I PROP. DRAINAGE SYSTEM (TYP) WASH BAY AG I N N , ---- -- FRANCHISE UTILITY CONTRACTOR ASSUMES ALL
of ! - -- - - -- A= 2,177 SF N "' ( /~' RESPONSIBILITY FOR SAID FIELD CONDITIONS AND GAS PROPOSED UNDERGROUND GAS LINE
,� � �- CONNECTION TO
z Q rt^ ' FFE = 535.00 6" V EX. WATER STUBS ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE
> > I 1 "cm d I -__ _ UTILITY COMPANIES INVOLVED.
W Imo' PROP. 6" FIRE SERVICE
(l 2" PVC d o ;I 2. THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT
I - I PROP.2" DOM. SERVICE EX. 12 WATER LINE
( `� I I THE RESPECTIVE FRANCHISE UTILITY COMPANIES, CASE NAME: JIFFY LUBE
w CASE NUMBER: CU 24-13
,f, .�.... PROP. CONNECTION TO EX. SEWER MANHOLE Ii VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND z
FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, LOCATION : 3500 GRAPEVINE MILLS BOULEVARD NORTH O_
>
�, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE �
"- LIGHT POLE PROP. RECLAMATION T N S
o } LL- 7 , I1 PADS, TRENCHING, AND BACKFILL NECESSARY FOR w
z I �IL'II I RI 1=321 m_ PROP. 1" IRRIG. METER WITH PROPER INSTALLATION. FRANCHISE UTILITY MAYOR SECRETARY
L- "PVC= F 1-V BACK FLOW PREVENTER CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES w
i
:- ,. INCURRED AND COORDINATE WITH OTHER FRANCHISE DATE ~
I Q
0 � j�-` UTILITY COMPANIES_
PLANNING AND ZONING COMMISION
EX. 8" SEWER LINE I 3 MN RIM 5 1 3. THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD
LE f RIT - .7° z�IGHT�,P wL VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES THE LOCATION OF ALL
EXISTING AND PROPOSED UTILITY SERVICES AND CHAIRMAN
P (R)
r EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR
__ _ 1 � � SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO DATE
FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT - - -' \
�, 1� COVER ALL COSTS REQUIRED BY UTILITY COMPANIES SHEET: 11 OF 16
POLE
LIGHT POLE ° ..I ` TO PROVIDE NEW SERVICES AND/OR UPGRADE
LIGHT �, ��,
�... I EXISTING SERVICES. NO ALLOWANCES WILL BE MADE
FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY APPROVAL DOES NOT AUTHORIZE ANY WORK IN CONFLICT
II WITH THE EXISTING CONDITION, REQUIREMENTS OF THE WITH ANY CODES OR ORDINANCES.
! ~'" ppZ NEW CONDITIONS, AND/OR FAILURE TO COORDINATE
'~ PLANNING SERVICES DEPARTMENT
/ MONUMENTSIGN PROP. DRAINAGE SYSTEM (TYP) f ~ -~ INSTALLATION. l
F—i
" F-1
4. CONTRACTOR SHALL VERITY THAT METER AND
TRANSFORMER LOCATIONS SHOWN MEET DESIGN ZONING DESCRIPTION:
gyp _ {--
I 1
18"4RCP= L7. NE) CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT
- NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF EXISTING ZONING: COMMUNITY COMMERCIAL, C-C ►�"�
I BUILDING.
15 [ , 1 W �1
N 88009'37"W (269.78') �4
5/° " IRF _.
99"
(N 88°1149°w) RP..,`L 1 � PAVILION DEVELOPMENT COMPANY
_:. � — __ = -� I __ = - _ _ - OWNER:
- / = =-� - , ��_- - - .- .__ _ ,, � _ RMh RIM 531 F' 5605 CARNEGIE BLVD. SUITE 110 E "I
FDMI �-R.1M 0 .7' i1 1 _ I ,. .,.._ _� I, 11 r�r' L-3°"PC = 1.4'_ 11115E R 1 1. 4 ( "L)
F -------- � _ # 1 1 CHARLOTTE, NC 28209
(INA E ° I L.E) I I j r,r'` FL-6""1 VF=521.5' (NW)
� PH: 704 944 5971 CONTACT NAME ANDREW DAMES F-1
1 i r< EX. FIRE HYDRANT
APPLICANT:
I } - CLAYMOORE ENGINEERING, INC. W
I I FIRS LL _ I . __ 1
_ ` __ .__..__ ___-___ ___-_ _ I __ .
__.... _. _ __ __, E _ �_f_...._ I_ _ ^_ , `� °4P`- DT 1903 CENTRAL DRIVE SUITE#406
F [ ' EX.8"WATER LINE _-�._ /L.. - ' � _ IRS L � T "M 5-c .T )) - 4 E j FOUIND
i � �i " � R #3�
i BEDFORD, TX. 76021 a
N°7 ;19587.8 PH: 817.281.0572 CONTACT NAME: CLAY CRISTY
u 1-� RI E7~F� 912 SURVEYOR:
�F� J EAGLE SURVEYING, LLC
# 210 S. ELM ST. SUITE#200
DENTON, TX 76201
LC'I' BLOCK E PH: 940.222.3009 CONTACT NAME: MASON DECKER
LEGAL DESCRIPTION: DESIGN: MBT
LOTS 6A,BLOCK A,OF GRAPEVINE MILLS CROSSING, DRAWN: MBT
AN ADDITION TO THE CITY OF GRAPEVINE,TARRANT COUNTY,TEXAS CHECKED: DID
1.76 ACRES .,.................................................._
DATE: 4/29/2024
CITY: STATE: SHEET
GRAPEVINE TX.COUNTY SURVEY: ABSTRACT NO. 11 OF 1 16
TARRANT JAMES GIBSON SURVEY 587
File No.2024-006
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2 EVOLVE EACL01-D3AW74O------- EACL AREA 1 10200 0191 146 6
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4 RAB LIGHTING INC, CDL41WD, S, PC, EXTRUDED BLACK PAINTED METAL 1 1851 0191 1919
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+ + RECOMMENDED POSITIONS. THE ELECTRICAL CONTRACTOR
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THIS LIGHTING PATTERN REPRESENTS ILLUMINATION
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4 1 �016 LEVELS CALCULATED FROM LABORATORY DATA TAKEN
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METHODS. ACTUAL PERFORMANCE OF ANY CASCO#F-1 1545
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MANUFACTURER'S LUMINAIRE MAY VARY DUE TO
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1 SITE PHOTOMETRICS PERFORMED WITHOUT CONTRIBUTION OF
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2011-3-5 EXISTING ADJACENT PARKING LOT OR STREETLIGHTS. CASE NAME: JIFFY LOBE
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2. REFER TO LUMINAIRE LOCATIONS FOR MOUNTING HEIGHT(MH)............. ........
LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH
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3. ILLUMINATION CALCULATIONS PERFORMED ON A MAINTAINED 88 4
..... ........
BASIS WITH LLF=0.91 FOR LED LUMINAIRES AT FINISHED GRADE.
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+ ONAL+ !+ + + + + + + + + + + + + + ++ + + + 4. ALL LUMINAIRES USED FOR SITE LIGHTING SHALL BE FULL 0,
011 Oil 0 11 1 0.5 04,,,,-',O�3 --112 1 Oil 0 0.0 0.Q, 0 01\0 CUTOFF. DATE:
3 0.4 6 0,9, 03 16,9 +6. �O 4/26/24
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------------- EXP.DATE 09/30/24
0 :+ + + + + + + + + + + + + + + + + + + + + + + + LIC#106884
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-0.0 -0.0 0,0 OiO 0.0 0.0 00 DAVID A.TRETTER
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+ + + + + + + + + PROFESSIONAL OF RECORD
+ PHOTOMETRICS PLAN APPROVED BY THE CITY,TO ENSURE THE
CHAIRMAN
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PHONE:314-821-1100
.............................
+ + DATE:
+ - + + +
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POLES MOUNTED ON THIGH POLE BASE. SHEET: 12 OF 16
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Number 2404006
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APPROVAL DOES NOT AUTHORIZE ANY WORK IN Owner Date 2-29-24
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Permit Date XX-XX-XX
+
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PLANNING SERVICES DEPARTMENT
SITE PHOTOMETRICS
SITE LIGHTING
FOR
GRAPEVINE MILLS CROSSING
PHOTOMETRICS
LOTS 6A, BLOCK A, GRAPEVINE MILLS
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SITE LIGHTING PHOTOMETRICS AB. NO. 587
CITY OF GRAPEVINE, TARRANT COUNTY, TX
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DATE OF PREPARATION: 2/28/24
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REVISIONS
» .: CUP RESUBMITTAL 3 21 24
77V �t 1 . 0 Irn "ra Entry 00 0 400 2 Tool-Less ant y
Distribution: Asymmetric Forward Type IV s=480V FX=15000 Ern ll
Fnrlsncecr Surge
Asymmetric Wide Type III
10 1.02 30' 0.99 Protection`1OkV A
Asymmetric Narrow Auto Type 11
0 1.01 40 0.98
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128 - 14:3 LPW 25
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Electrical Operating ''.
-40 0 to 600 O
XXX-Special Options
Input E
Voltage.- 1 0- 7 V & 347-480V
3G vibration per ANSI 01031- 018
Input Frequency: 50/6OHz LM-79-, Testing Ir1�, accordance with ILIA standards
Not Available with Fusing,Must Choose a Discrete Voftage with tiara Code 7 Compatible with LT htCrld+Tm Wireless Control Nodes Compatible with Motion Sensor Control
2 Note Standard Dimming is �10V
' H2 Sensor is not available in High Voltage Ill 40 "or 347 0V
Power r.• > 0 o at rated watts 3 PE Control only available for 120-277V,347V or 480V Discrete Voltage.
Total Harmonic . 4 Supplied with 3Tt le
Distortion: 20% at rated its '° Recommended for Installations within 750 feet from coast.Lead time varies,check with Tectory..
Controls 5 Supplied With 16/3 It Cable Select 3000K CCT for ID,IDA approved fixtures.
Restricted Aiming Angle of 0-45
Standard - 0-10V
Surge Protect*lon* CASCO#F-11545
Dimming. Optional — DA .I (Option EXP.DATE 08/31/24
. Photo Electric Sensors P available
. . r LightGrid+Tm and Daintree'Compatible
0kVkA* % k �
*Per ANSI CI3S. - S CASE NAME: JIFFY LOBE
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-
Warranty
�t r CASE NUMBER: CU24 13
L1598 LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH �"""""� .••=- •G
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MAYOR SECRETARY 1o��F•.��ENSC...
Not all product variations listed on this page are DI.0 qualified. AL
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LED.0 Page Iof10 Ourrent (bL c Pace o 10 PLANNING AND ZONING COMMISION
EXP.DATE 09/30/24
0 u r re ntRear 71 17 4 Fier{1 7 24 LIC#106884
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C 2ci3 Current Lighting Solutions,LLC„All rights reserved.Information and specifications subject to change 0 2023 Current Lighting Solutions,LLC.All rights reserved.Information and specifications subject to change DAVID A.TRETTER
Without notice.All values are design or typical values when measured under laboratory conditions.. OLP31S7` 1 without notice.All values are design or picas values when measured under laboratory conditions.. OLP31 ` R11
tl' _ typical
CHAIRMAN PROFESSIONAL OF RECORD
PHONE:314-821-1100
DATE: Drawn /Checked By: XXX/XXX
SHEET: 13 OF 16
Project Number 2404006
APPROVAL DOES NOT AUTHORIZE ANY WORK IN Owner Date 2-29-24
CONFLICT WITH ANY CODES OR ORDINANCES. Permit Date XX-XX-XX
PLANNING SERVICES DEPARTMENT Bid Date XX-XX-XX
POLE MOUNTED LUMINAIRES SITE PHOTOMETRICS SITE LIGHTING
E0.3 SCALE: NOT TO SCALE FOR
GRAPEVINE MILLS CROSSING PHOTOMETRICS
LOTS 6A, BLOCK A, GRAPEVINE MILLS
AB. NO. 587
CITY OF GRAPEVINE, TARRANT COUNTY, TX
1.76 ACRES E093
ZONE: COMMUNITY COMMERCIAL C-C
DATE OF PREPARATION: 2/28/24
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PERFORMANCE
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DELIVERED LUMENS CC
3000K CCT 4000K DDT 5000K CCT
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Lumen Pucka 4000 - 000 Lumen Distribution Lens CRI Delivered Delivered Delivered Wattage _i �
Package Type Efficacy Bug Rating Efficacy Bug Rating Efficacy Bug Rating 0 _I
Lumens Lumens Lumens
Wattage Lange 43 -59 cc >
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QUICK LINKS SS S DFL 30 3816 123 B -UO-01 4022 129 B2-U0-G1 3966 123 B2-U0- 1 31 ' w X G
Efficacy Flange LPW 96 -1t04 _..... _._ _ �) � L LJ m
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FE FEATURES {& SPECIFICATIONS 0 o
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Electrical Data I(Amps)* �
Construction Electrical Warranty Lumen Package Wattage 120V 208V 240V 277V 3 7V REVISIONS
• ' . _ . - • LSI luminaires carry a 5-year limited SS
Housing is die farmed aluminum with High performance factory programmable y y
warrant . F efer to htt s. wwvv Isicor ..cord,! 31 0.26 0.15 0.13 0.11 0.09 CUP RESUBMITTAL 3/21/24
diffuse acrylic lens providing a water- driver features aver-voltage, under y
resistant seal. Enclosure contains factory voltage, short-circuit and over temperature resources terms-conditions-warrant for HO 40 0. 3 0.19 0.16 0.14 0.11
prevvired driver and optical unit containing protection with integral surge protection more information.
LEDs. that meets IEEE C62.41,2 and ANSI C82.77. VO 49 0.41 .23 0. 0.13 0.14
Listings
• Recess mount into an enclosed soffit with -5 Location Category C Low standards. HO 67 0.5 0.32 0.23 0.24 0.19
Listed to UL 15g8 and UL 8750
screws through the mounting frame. 8" 0-10 volt dimming 10% - 100% standard. Electrical data at 2 C (77F).Actual wattage may differ by+ -10%..
clearance required for ease of installation. # 120-347AC 50/50Hz • Suitable For Damp Locations
• Finished with LSI's DuraGrip" polyester • Meets Buy American Act requirements.
powder coat finishing process. The • Thermal protector standard on 5000-8000
p g p g
• DesignLi hts Consortium" DLC qualified RECOMMENDED LUMEN MAINTENANCE
DuraGrip finish withstands extreme weather lumen versions.
product:. Not all versions Of this product Ambient
changes without cracking or peeling, and • L80 Calculated Life: >100k fours (See Initial' 25K hrs.1 0K hrs.' 75K hrs.1 100K hrs.
may be DLC qualified.. Please check the DLC Temp C
is guaranteed for five full years. Standard Lumen Maintenance chart) Qualified Products List at www.de ignlights. 25 C 1 0% 95% 91 �,
color i gloss white.. 61� 32foli
• Total harmonic distortion: <20 org/QPL to confirm which versions are
• Shipping weight: 7.5 lbs in carton.. Operating temperature: -400C to 400C qualified.
• 1 - In accordance with IESNA TM-21-11, Projected Values represent interpolated value based on time
• Suitable for wet locations.: (-40 OF to 104 F for HO :and VHO. -400C to IDA compliant with 3000K or lower color durations that are within six times the IESNA LM-30-03 total test duration for the device under
450C -40OF to 11 OF for SS, -400C to 350C temperature. testing.
Optical System -40°F to 950F for SHO . 2- In accordance with IESNA TM-21-11, Calculated Values represent time durations that exceed six
times the IESA LM-130-06 total test duration for the device under testing.
• Symmetric distribution with excellent • Power factor: >0.90
uniformity and a BUCK rating of B2-UO-G1. Input power stays constant Over life. EXP.
DATCO E
08/31 5
EXP.DATE 08l31/24
Diffuse lens i standard to minimizing •
visibility of LEDs.. • High-efficacy LEDs with integrated circuit
board mount to the housing to maximize
• Select high-brightness LEDs. heat dissipation and promote lone life,
• Available in 5000K, 4000K and 000 —"�••�����
• Driver components are fully encased in re
• Color temperatures per ANSI C78.377. potting material for moisture resistance.
CASE NAME: JIFFY LOBE lop
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CASE NUMBER: CU24-13 _'=�
• Minimum CRI of 80. Driver complies with FCC standards,
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LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH � .......'.-:` G
DAVIT) fl:, !Y TRITTER
MAYOR SECRETARY e�o01�S CEeS�.�..•; e
Ca.C►IVAI@�.a.
DATE: 4/26/24
Industries I . 1 00IlIan Rd, Cincinnati, 0H 4� 4 www.isicorp.com
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rpvo r Page aA 4 aB" � Industries . 0000 Alliance Cincinnati,ld OH 4 242 w w.IrlCC }C Page 2}/ Rev, 08/22/22 PLANNING AND ZONING COMMISION EXP.DATE 09l30/24
O 46 7900 rLi Industries Inc. All Rights Reserved, Dul act t .han a without notice. �. 0. 6. Aoo SOD4, � 7900 t c ASI Industries t €elno. Al Rights Specifications subject t change without t notice, SM036® A0
LIC#106884
DAVID A.TRETTER
CHAIRMAN PROFESSIONAL OF RECORD
PHONE:314-821-1100
DATE: Drawn /Checked By: XXX/XXX
SHEET: 14 OF 16
Project Number 2404006
APPROVAL DOES NOT AUTHORIZE ANY WORK IN Owner Date 2-29-24
CONFLICT WITH ANY CODES OR ORDINANCES. Permit Date XX-XX-XX
PLANNING SERVICES DEPARTMENT Bid Date XX-XX-XX
SITE CANOPY LUMINAIRES SITE PHOTOMETRICS SITE LIGHTING
E0.4 SCALE: NOT TO SCALE FOR
GRAPEVINE MILLS CROSSING PHOTOMETRICS
LOTS 6A, BLOCK A, GRAPEVINE MILLS
AB. NO. 587
CITY OF GRAPEVINE, TARRANT COUNTY, TX
1.76 ACRES E094
ZONE: COMMUNITY COMMERCIAL C-C
DATE OF PREPARATION: 2/28/24
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Integral heat sink for maximum heat transfer NarrowO —�
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ControI12 Optical stem �`
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Lumens: 3,000 -17,000 �. �.
Motion Senor 7,$ REVISIONS
«
1 0 .02 30 0.39 - _
Distribution: Type II III IV
4-277V t�X-17�C3t Irt�1 Y_Coastal Finish
CUP RESUBMITTAL 3 21 24
• ' 3000K 400 K 5000K
20, 1.01 40 0.08
25
CCT«
0
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Options
, Ratings 5 w 480V F=Double Fusing
Electrical
Operating
-400 C to 400 C
Temperature. Button PE not available with motion sensor option. H2 Daintree Motion Sensor Bottom mount available with A B,C*D E Optical Codes Onl
y
Input Voltage: 120- 77V'& 347-480V 2 Only available with discreet voltages. H2 Not Available with F&G optical Codes
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Vibration: 3G per ANSI 136. 1-20 0 3 Not avallable with voltage options A,H,or 5. 9 Not available in 347V,480V or 447-480V
Available
vat able with A and S Optical Codes Only Recommended for installations within 7bt?feet from coast. terns varies check with facto
Input Frequency« r0/SON p y ry.
* Testing in accordance with IENA Standards
�NI� � , H Meatton Sensor Bottom mount available with A,S,G,E�, Optical Codes only Select C11t3 CCT for I.�A proved fixtures.
,
Power Factor: > 90% at rated watts H Motion Sensor Side Mount available with F&r�Optical Codes Only PE Control only available for 120 ,347V or 480v Discrete Vealtage<
* Controls 13 EMSS Is not available with surge protection,fuses or sensors
Total Harmonic Distortion: ' < 20% at rated watts` � r ..
Dimming; Standard - 0-10V
Optional - dALwl (Option U)
Surge Protection Sensors: Photo Electric Sensors (PE) available
, LIhrl + end 0eirtre Corrpatibe
Emergency Battery Backups
O V/3k `0kV/6 A' 2t k 1C}kA* CASCO#F-11545
Provides reliable emergency operations when there is a loss to normal EXP.DATE 08/31/24
*Per ANSI C136,2-2015 power, supported by Independent Secondary Battery and LED Beard.
Warranty Powers luminaire for a minimum of SCE minutes @ 1,000 lumens.
Available on A* and B* Optical Code Packages only
Operating Temperature (for EMBB models) •-200 to 40 O CASE NAME: JIFFY LU BE .�0 �` `y` ����►
0 ,••..ak5 �1 Y
Year (Standard) CASE NUMBER: CU24-13
kV/1.6kA surge protection for EMBB models. ;* : /""`';�
LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH ...... *�G
B...s ., ...........DAVIn G
...........:'`1 ................. TREiTFR`
Not all product variations listed on this page are DLC ua.ifiedw t1L ' t = '�:• `�
p p � MAYOR SECRETARY
Listed may. as
Visit www.designlights.org/search to confirm qualifications. * ^ O F�'••••.......•• ��„
P '0p*al 103 tCCa�UJVAL
DATE:
4/26/24
PLANNING AND ZONING COMMISION
,, c Page i of 7 L C Page of 7 EXP.DATE 09/30/24
Ourrentilli.4
* LIC#106884
.fi {Rev 12/19/23) , .,
0 2t�2 Current LightingSolutions,LLC.All rights reserved.Information and specifications subject to change 2t?2 Current Lighting Solutions,LLC.All rights reserved..Information and specifications subject to change (Rev 12/19/23) DAVID A.TRETTER
Without notice.All values are design or typical valves when measured under laboratory conditions. oLp3165_R09 without notice.All values are design or typical values when measured under laboratory conditions. oLp3165_R09 CHAIRMAN PROFESSIONAL OF RECORD
PHONE:314-821-1100
SHEET: 15 OF 16
DATE: Drawn /Checked By: XXX/XXX
Project Number 2404006
APPROVAL DOES NOT AUTHORIZE ANY WORK IN Owner Date 2-29-24
CONFLICT WITH ANY CODES OR ORDINANCES. Permit Date XX-XX-XX
PLANNING SERVICES DEPARTMENT Bid Date XX-XX-XX
r-T� WALL MOUNTED LUMINAIRES SITE PHOTOMETRICS SITE LIGHTING
EO.5 SCALE: NOT TO SCALE FOR
GRAPEVINE MILLS CROSSING PHOTOMETRICS
LOTS 6A, BLOCK A, GRAPEVINE MILLS
AB. NO. 587
CITY OF GRAPEVINE, TARRANT COUNTY, TX
1.76 ACRES E095
ZONE: COMMUNITY COMMERCIAL C-C
DATE OF PREPARATION: 2/28/24
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[346,61 Z
Type Constant Current Watts 20W V)
120V 018A Color Temp 4000K(Neutral)
O 0
208V 0.11A Color Accuracy 90 CRI CC
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Cylinders are a complete design solution.They are available in various sizes,mounting 240V 0.1 OA R9 52
options,colors and beam angles,and suitable for indoor/outdoor use.
277V 0.09A L70 Lifespan 50,000 Hours 0 V1 Z
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Color:Matte black Weight:5.1 lbs Input Watts 19,9W Lumens 1,853 Im 4"WALL DIRECT <
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Compliance Performance Moun <
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UL Listed: Lifespan: Wall direct light only CDLED 4 WD 20W 50D 940 K U mo
Suitable for wet locations 50,000-Hour LED lifespan based on IES LM-80 results 2=2" WD=Wall Direct(Downlight)Only low= low 20D=20o 927=90 CRI,2700K W=Matte White
and TM-21 calculations Gaskets: 4=4" WLI=Wall Indirect(Uplight)Only 20W=20W 30D=30' 930=90 CRI,3000K K=Matte Black REVISIONS
JESNA LM-79&LM-80 Testing: High-temperature silicone 6=6" W=Wall Direct/Indirect(Downlight/Uplight) 26W=26W 40D=40' 935=90 CRI,3500K S=Matte Silver
RAB LED luminaires and LED components have been LED Characteristics S=Surface(Ceiling Mount) 40W=40W 50D=50' 940=90 CRI,4000K Z Bronze CUP RESUBMITTAL 3/21/24
tested by an independent laboratory in accordance Green Technology PC Pendant Cord 48"Standard 80D=80' 950=90 CRI,5000K
LEDs: PS Pendant Stem WW Wall Wash
with IESNA LM-79 and LM-80. Long-life,high-efficacy,surface-mount LEDs Mercury and UV free. RoHS-compliant components.
Electrical Color Stability. Finish:
Formulated for high durability and long-lasting color
Driver LED color temperature is warrantied to shift no more
Constant Current,Class 2, 120-277V,50/60 Hz, 120V: than 200K in color temperature over a 5-year period Other
0.1 8A,208V:0.11 A,240V:0.1 OA,277V:0.09A
Construction Warranty:
........... ........................................
Dimming Driver Co,I,d We,a,t,h"e"r",Starting: RAB warrants that our LED products will be free from
0- 1 OV(at 120-277V),TRIAC and ELV(at 120V only) The minimum starting temperature is-30oC(-22"F) defects in materials and workmanship for a period of
five(5)years from the date of delivery to the end
THD: Maximum Ambient Temperature: user,including coverage of light output,color
12,1%at 120V,21.9%at 277V Suitable for use in up to 40'C 0 04*F) stability,driver performance and fixture finish.RAB's
warranty is subject to all terms and conditions found
n
at bliqhtlinq.com warranty,
Power Facto Lens-
La
98.5%at 120V,88%at 277V Solite Glass Lens and Microprismatic Diffusion Lens Buy Ameelcan Act Compliance:
Optical RAB values USA manufacturing! Upon request,RAB
Reflection
. ............................ may be able to manufacture this product to be CASCO#F-1 1545
Optics: Vacuum-metalized polycarbonate compliant with the Buy American Act(BAA),Please EXP.DATE 08/31/24
500 Housing: contact customer service to request a quote for the
product to be made BAA compliant,
Extruded aluminum
CASE NAME: JIFFY LOBE 0-
CASE NUMBER: CU24-13 7
LOCATION: 3500 GRAPEVINE MILLS BLVD NORTH
O' , ........ .."DAVIn !y TRETTER
I
�..........
y'• I !4 xl-�814MAYOR SECRETARYdo
DATE: �9/CWAL
Need help?Tech help line:(888)722-1000 Email:sales@rablighting.com Website:www.rablighting.com Need help?Tech help line:(888)722-1000 Email:sales@rablighting.com Website:www.rablighting.com %;�' 4/26/24
Copyright@ 2024 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice Copyright@ 2024 RAB Lighting All Rights Reserved Note:Specifications are subject to change at anytime without notice PLANNING AND ZONING COMMISION EXP.DATE 09/30/24
Page 1 of 2 Page 2 of 2 LIC#106884
DAVID A.TRETTER
CHAIRMAN PROFESSIONAL OF RECORD
PHONE:314-821-1100
DATE: Drawn /Checked By: XXX/XXX
SHEET: 16 OF 16
Project Number 2404006
APPROVAL DOES NOT AUTHORIZE ANY WORK IN Owner Date 2-29-24
CONFLICT WITH ANY CODES OR ORDINANCES. Permit Date Xx_XX_XX
PLANNING SERVICES DEPARTMENT Bid Date Xx_XX_XX
WALL M OU N TED LU M I N AI R ES SITE PHOTOMETRICS SITE LIGHTING
�EO.6) SCALE: NOT TO SCALE FOR
GRAPEVINE MILLS CROSSING PHOTOMETRICS
LOTS 6A, BLOCK A, GRAPEVINE MILLS
AB. NO. 587
CITY OF GRAPEVINE, TARRANT COUNTY, TX
1.76 ACRES E096
ZONE: COMMUNITY COMMERCIAL C-C
DATE OF PREPARATION: 2/28/24