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96-104
APPROVED CSP FOR CAC
Introduction
Irgens, a nationally renowned developer, is pleased to submit this Planned Area Development
(“PAD”) and Preliminary Development Plan (“PDP”) amendment for Ascend (the “Project”), a
mixed use development in the Chandler Airpark area. The Project is located at the northwest
corner of Cooper and Germann. This proposal is to allow for the development of a showroom
type building and a flex/light industrial building.
Development Requests
• Amend the approved PAD to allow for showroom uses west of Cooper Rd.
• Amend the approved PDP to allow for the development of the site in accordance with
the attached site plan(s).
Background
Ascend is a 21 acre mixed use development at the northwest corner of Cooper and Germann,
within the Chandler Airport Center (CAC). The CAC PAD, approved in 1999, provides for a mixed
use Business Park, including Freeway Commercial, Retail, Restaurants (including drive thru)
Hotel, Showroom, Office and Light industrial. Amendments have also added Mid-rise Overlay
and Assembly uses. The original PDP for the Project was approved in June 2014.
In 2016, Irgens completed their first Flex Building that is still a vibrant part of the Park. This
development request seeks to augment that initial development with Light Industrial and
Showroom space.
Existing Site Conditions and Relationship to Surrounding Properties
The Project is currently a mix of raw desert and irrigated farmland. As mentioned above, the
Project is a part of the CAC, a mixed use development. The properties to the west, east and
north are also a part of the CAC. Immediately to the north of the Project is the under
construction Andretti Racing facility, immediately to the west is Irgens Building C and several
light industrial buildings, immediately to the east is a limited service hotel and raw land and to
the south are several light industrial properties.
Conformance with General Plan and Area Plan
The proposed PAD and PDP are in conformance with the 2016 General Plan and the Chandler
Airpark Area Plan as approved in 1998 and amended in 2021.
Planned Area Development
The Current PAD for the CAC allows for all of the uses proposed in this submittal in their
proposed locations with one minor exception. Under the commercial midrise section of the
PDP, there is a paragraph that specifically calls out showroom uses and specifically discusses
the exact type of use Irgens is proposing. However, this paragraph limits the showroom use to
certain areas of the CAC. The current paragraph reads:
Showroom uses are proposed along the north side of Germann, east of Cooper, to
provide the region with bulk related uses, such as tile, flooring, paint or furniture. These
uses will support both the residential base as well as the business uses around the
airport. Showroom developments shall not dominate the Germann frontage and shall be
limited to a maximum of 50% of the Germann frontage between Cooper and the east
boundary of the Project.
Irgens requests an amendment to the language that would be as follows:
Showroom uses are proposed along the north side of Germann, east of Cooper, to
provide the region with bulk related uses, such as tile, flooring, paint or furniture. These
uses will support both the residential base as well as the business uses around the
airport. Showroom developments shall not dominate the Germann frontage and shall be
limited to a maximum of 50% of the Germann frontage between Cooper and the east
boundary of the Project.
If approved, the language would read in final form as:
Showroom uses are proposed to provide the region with bulk related uses, such as tile,
flooring, paint or furniture. These uses will support both the residential base as well as
the business uses around the airport.
The original PAD concept is correct that this is a great location to provide the region with bulk
related uses. However, the area specifically called out in the PAD for those uses has
subsequently been developed and those uses are not located there. The PDP that is proposed
with this application requests a building that will be used for tile and flooring as was
contemplated 24 years ago. The minor change to the PAD will allow for the original intent of
the PAD to be realized.
Preliminary Development Plan
Introduction
The original PDP for this project was approved in June 2014. The PDP established the
development standards and design guidelines for the Project. The amended PDP will update
those developments standards and design guidelines in accordance with the attached exhibits.
The amended PDP will allow for the showroom building and a light industrial building.
Site Plan
The amended site plan is designed in a way to maximize the remaining land to its highest and
best use. Building A is a showroom building of 75,779 sq ft, 35’-2” feet in height and depicted
on the plan with 141 parking spaces dedicated to it. Building D is a one story 108,718 sq ft flex
building, 47 feet in height with 217 parking spaces.
Phasing the development will begin with Site A (Lot #1) and Site D (Lot#5). The Freeway
Commercial (Lots #2, #3 and #4) will be part of a separate PDP process.
Development Standards
All development standards in the underlying zoning district of the CAC shall apply to this
Project, except as provided herein. In the event of a conflict between the PAD/PDP and the
zoning code, the PAD/PDP shall prevail.
Proposed Height
Building A will be 35’-2” feet to the top of parapet at its highest point. Building D will be 47 feet
to the top of parapet at its highest point.
Narrative continues on page 4.
Setbacks
The following building and parking setbacks will be in effect for this Project:
Cooper &
Germann
Interior Collector
St.
Property Line
Non-Street *2
Freeway
Building Front
50’
30’
N/A
50’
Building Side
50’
30’
20’
50’
Building Rear
50’
30’
20’
50’
Parking
50’-*1
20’-*1
30’-*1
10’
10’
Parking Screen
Wall
50’-*1,2
20’-*1,2
30’-*1
0’
0’
*1. Parking along streets shall be setback a minimum of 20 feet, except at street intersections,
the setback shall be 50 or 30 feet for distances set forth in the City Ordinance.
*2. Parking shall be a minimum of 3’ from parking lot curb to screen wall.
Parking
As described above and on the enclosed site plan, the Project will conform to the standards set
out in the Chandler Parking Ordinance in effect as of November 1, 2012 and the standards set
out in this PAD/PDP. In the event of a conflicts between the two, the PAD/PDP will prevail.
Site Plan Parking:
Building A…………………………….155 stalls (2/1000)
Building D…………………………….217 stalls (2/1000)
Architectural Character and Style
The Designs for each use provide ties to the initial development thru colors, forms or massing
similarities. It is the intent of this request to maintain aesthetic continuity to embrace the Ascend
Master Development as a cohesive visual continuity while respecting individual development
identities.
Colors and Materials
As depicted on the attached material boards with this submittal, the intent is to ensure the
Project looks cohesive to the buildings within the boundaries of the Project as well as the
entirety of the CAC.
Vehicular and Pedestrian Circulation
There are three entrances to the Project with a full motion entrance off of Germann on the
eastern edge of Building D, and RIRO off of Germann at the western edge of Building D and a full
motion off of Northrup. Traffic will be facilitated by an internal spline private drive that will
service all developments internally and give access to Northrop Road’s signal intersection at
Cooper Road, making traffic flow control a positive for the City’s roadways as well as for this
Development. The site is designed with ADA compliant interior pathways that allow pedestrians
to access Buildings A & D from the street right of way. Attached with this submittal is a parking
and trip generation study for Building A.
Landscaping
Landscaping will augment the CAC perimeter landscape palette as well as continue the Ascend
Building C lush desert landscaping. All parcels will be required to maintain this theme as they
develop.
Lighting
Lighting will be provided in accordance with the Ordinances of the City of Chandler and will be
done in a manner to enhance the safety, convenience, and aesthetics of the Project.
Signage
Signage will be based on the original CAC Sign Package and shall be submitted per individual
development for approval.
Engineering/Utilities
Included in this submittal is a preliminary grading and drainage plan that shows how the Project
will meet the code requirements. The Project will be served by Salt River Project for electric
and the City of Chandler for water and sewer. Offsites will consist of required improvements
such as a median break in Germann, Driveways and updating ADA sidewalk ramps as required.
As most offsite infrastructure is existing, only minor improvements processing is seen to be
required.
Summary
Irgens is proud to submit this project to the City. This Project has been in the Irgens portfolio
for several years and they are excited about the next phase of this property.
SB
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eps
NORTHROP
BOULEVARD
COOPER ROAD
GERMANN ROAD
LOT 16B
SEVRAR CHANDLER AIRPORT CENTER
1305-20 MCR
CAC16 LLC
IRGENS CHANDLER AIRPORT
PHASE 3 MLD
11414-01 MCR
Bowman Consulting Group Ltd
1600 N. Desert Drive Ste 210
Tempe, Arizona 85288
c 2021 Bowman Consulting Group Ltd
Phone: (480) 629-8830
www.bowman.com
PRELIMINARY PLAT
ASCEND CHANDLER
CHANDLER, ARIZONA
MARICOPA COUNTY
--
JSR
JMB
JSR
051483-01-001
1.12.2024
PP01
1
6
QUEEN CREEK ROAD
S. GILBERT ROAD
Site
VICINITY MAP
PRELIMINARY PLAT
ASCEND CHANDLER
CHANDLER, ARIZONA
LOCATED IN THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 5 EAST
OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA
OWNER/DEVELOPER
ENGINEER
BOWMAN CONSULTING
1600 N DESERT DRIVE
SUITE 210
TEMPE, ARIZONA 85288
PH: 480.629.8830
CONTACT: JEFFREY S. RYBARCZYK
E-MAIL: JRYBARCZYK@BOWMAN.COM
BASIS OF BEARING
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF
THE GILA AND SALT RIVER MERIDIAN, AS SHOWN ON THE PLAT OF CHANDLER AIRPORT CENTER -
PHASE 2, BOOK 858, PAGE 9, MARICOPA COUNTY RECORDED. THE BEARING OF WHICH IS:
NORTH 00 DEGREES 20 MINUTES 14 SECONDS WEST
LEGAL DESCRIPTION
LOTS 1 AND 3, OF IRGENS CHANDLER AIRPORT CENTER - PHASE 3, ACCORDING TO THE PLAT OF
RECORD IN THE OFFICE OF THE COUNTY RECORDER OF MARICOPA COUNTY, ARIZONA , RECORDED
IN BOOK 1414 OF MAPS, PAGE 1
PROJECT DATA:
APN:
303-29-843C
303-29-843E
SITE AREA (GROSS):
895,034 SF
20.5472± AC
SITE AREA (NET);
895,034 SF
20.5472± AC
EXISTING ZONING:
PAD
PROPOSED ZONING:
TOTAL LOTS:
5
CHANDLER DEVELOPMENT PARTNERS LLC
1401 DISCOVERY PARKWAY, SUITE 100
MILWAUKEE, WI 53226
PH: 414-443-2589
CONTACT: AARON MARTY
EMAIL: AMARTY@IRGENS.COM
S. MC QUEEN ROAD
S.
COOPER
E. GERMANN RD.
RD.
E. NORTHROP
RD.
FLOOD ZONE CERTIFICATION
FLOOD INSURANCE MAP NUMBER 04013C2743M EFFECTIVE ON 11/04/2015
ZONE "X", AREAS OF 0.2% ANNUAL CHANCE FOR FLOOD; AREAS OF 1% ANNUAL CHANCE OF
FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS
THAN 1 SQUARE MILE, AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE OF
FLOOD. FLOOD ZONE DESIGNATION PROVIDED BY THE FEDERAL EMERGENCY MANAGEMENT
AGENCY.
NOTES:
1.
THE IMPROVEMENTS SHOWN ON THIS PLAT WILL NOT BE FULLY APPROVED BY THE CITY
AND THE CERTIFICATE OF OCCUPANCY OF ACCEPTANCE WILL NOT BE ISSUED UNTIL THE
OVERHEAD UTILITY LINE UNDERGROUNDING REQUIREMENT HAS BEEN SATISFIED.
2.
THE IMPROVEMENTS SHOWN ON THIS PLAT WILL NOT BE FULLY APPROVED BY THE CITY
AND THE CERTIFICATE OF OCCUPANCY OF ACCEPTANCE WILL NOT BE ISSUED UNTIL THE
IRRIGATION FACILITY UNDERGROUNDING REQUIREMENT HAS BEEN SATISFIED.
3.
THE FINAL PLAT FOR THIS SUBDIVISION WILL NOT BE APPROVED OR RECORDED UNTIL A
RECLAIMED WATER USE AGREEMENT IS EXECUTED BY THE DEVELOPER AND APPROVED BY
THE CITY.
4.
VISIBILITY EASEMENTS RESTRICTIONS: ANY OBJECT, WALL, STRUCTURE, MOUND OR
LANDSCAPING (MATURE), OVER 24" IN HEIGHT IS NOT ALLOWED WITH THE EASEMENT
EXCEPT TREES TRIMMED TO NOT LESS THAN 6' ABOVE GROUND. TREES SHALL BE SPACED
NOT LESS THAN 8' APART.
UTILITIES SERVICES
WATER:
CITY OF CHANDLER
SEWER:
CITY OF CHANDLER
ELECTRIC:
SALT RIVER PROJECT
TELEPHONE:
CENTURY LINK
CABLE:
COX COMMUNICATIONS
GAS:
SOUTHWEST GAS
RECLAIMED WATER:
CITY OF CHANDLER
IRRIGATION:
ROOSEVELT WATER CONSERVATION DISTRICT
RETENTION CALCULATIONS
VOLUME REQUIRED = 1.1 x D x A x C
D = 2.20 INCHES (100 YR - 2HR PRECIPITATION DEPTH)
A = AREA (SQUARE FEET)
C = 0.90 OR 0.95
KEY MAP
1"=200'
2
DRAINAGE
AREA
AREA
SF
VOLUME
REQ
CF
VOLUME
PROVIDED
BASINS(CF)
3
4
5
99,480
69,000
269,217
350,682
18,410
12,620
49,611
64,142
DA 1A
121,628
22,075
Sheet List Table
VOLUME
PROVIDED
PIPES(CF)
VOLUME
PROVIDED
TOTAL(CF)
FUTURE
FUTURE
FUTURE
4363
22,268
0
0
0
60,053
0
FUTURE
FUTURE
FUTURE
64,415
22,268
C.O.C. LOG NO.
DA 1B
124,639
22,621
25,722
0
25,722
DA 1C
153,718
28,250
37,138
0
37,138
PATIO
10''S
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30''W-DIP
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SS
NORTHROP
BOULEVARD
COOPER ROAD
GERMANN ROAD
LOT 16B
SEVRAR CHANDLER
AIRPORT CENTER
1305-20 MCR
CAC16 LLC
IRGENS CHANDLER
AIRPORT
PHASE 3 MLD
11414-01 MCR
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
CENTERLINE DATA
CENTERLINE DATA
CENTERLINE CURVE DATA
Bowman Consulting Group Ltd
1600 N. Desert Drive Ste 210
Tempe, Arizona 85288
c 2021 Bowman Consulting Group Ltd
Phone: (480) 629-8830
www.bowman.com
PRELIMINARY PLAT
ASCEND CHANDLER
CHANDLER, ARIZONA
MARICOPA COUNTY
--
JSR
JMB
JSR
1"=60'
051483-01-001
1.12.2024
PP02
2
6
2
3
4
5
1
LOT AREA TABLE
LOT NO.
AREA SF
AREA AC
C.O.C. LOG NO.
LOT 16B
SEVRAR CHANDLER AIRPORT CENTER
1305-20 MCR
CAC16 LLC
IRGENS CHANDLER AIRPORT
PHASE 3 MLD
11414-01 MCR
FF=39.00
MATCHLINE SEE SHEET GD02
MATCHLINE SEE SHEET GD03
NORTHROP
BOULEVARD
LOT 1
IV
IVIVIV
RWV
IV
TV
TF
T
W
WRWV
IV
RWV
IVIVIV
RWV
IV
TF
TF
TF
T
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IV
IVIV
IV
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IV
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W
SS
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RWV
IV
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T
W
WRWV
IV
RWV
IVIVIV
RWV
IV
TF
TF
TF
T
TV
IV
IV
IVIV
IV
IV
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IV
IV
IV
W
SS
DA 1B
DA 1C
DA 1A
Bowman Consulting Group Ltd
1600 N. Desert Drive Ste 210
Tempe, Arizona 85288
c 2021 Bowman Consulting Group Ltd
Phone: (480) 629-8830
www.bowman.com
PRELIMINARY GRADING & DRAINAGE PLAN
ASCEND CHANDLER
CHANDLER, ARIZONA
MARICOPA COUNTY
--
JSR
JMB
JSR
1"=40'
051483-01-001
1.12.2024
GD01
3
6
C.O.C. LOG NO.
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10''S
6''W
6''W
6''W
6''W
6''W
6''W
30''W-DIP
4''G
4''G
4''G
4''G
4''G
4''G
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SB
SB
R
W
V
RWV
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NORTHROP
BOULEVARD
COOPER ROAD
LOT 1
LOT 2
LOT 3
MATCHLINE SEE SHEET GD01
MATCHLINE SEE SHEET GD04
FF=39.00
DA 2
DA 1C
DA 1B
DA 1A
DA 3
Bowman Consulting Group Ltd
1600 N. Desert Drive Ste 210
Tempe, Arizona 85288
c 2021 Bowman Consulting Group Ltd
Phone: (480) 629-8830
www.bowman.com
PRELIMINARY GRADING & DRAINAGE PLAN
ASCEND CHANDLER
CHANDLER, ARIZONA
MARICOPA COUNTY
--
JSR
JMB
JSR
1"=40'
051483-01-001
1.12.2024
GD02
4
6
C.O.C. LOG NO.
18''S
18''S
18''S
S
S
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TF TF
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B
J
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JB
PATIO
LOT 5
MATCHLINE SEE SHEET GD04
MATCHLINE SEE SHEET GD01
GERMANN ROAD
LOT 16B
SEVRAR CHANDLER AIRPORT CENTER
1305-20 MCR
CAC16 LLC
FF=37.5
DA 5
DA 4
Bowman Consulting Group Ltd
1600 N. Desert Drive Ste 210
Tempe, Arizona 85288
c 2021 Bowman Consulting Group Ltd
Phone: (480) 629-8830
www.bowman.com
PRELIMINARY GRADING & DRAINAGE PLAN
ASCEND CHANDLER
CHANDLER, ARIZONA
MARICOPA COUNTY
--
JSR
JMB
JSR
1"=40'
051483-01-001
1.12.2024
GD03
5
6
C.O.C. LOG NO.
10''S
10''S
10''S
10''
10''S
10''S
10''S
1
12''S
12''S
6''W
6''W
6''W
6''W
6''W
6''W
30''W-DIP
30''W-DIP
18''S
18''S
18''S
RWL
S
4''G
4''G
4''G
4''G
S
TF
TV
IVIV
IV
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eps
SS
GERMANN ROAD
LOT 4
MATCHLINE SEE SHEET GD03
MATCHLINE SEE SHEET GD02
COOPER ROAD
LOT 1
LOT 5
DA 4
Bowman Consulting Group Ltd
1600 N. Desert Drive Ste 210
Tempe, Arizona 85288
c 2021 Bowman Consulting Group Ltd
Phone: (480) 629-8830
www.bowman.com
PRELIMINARY GRADING & DRAINAGE PLAN
ASCEND CHANDLER
CHANDLER, ARIZONA
MARICOPA COUNTY
--
JSR
JMB
JSR
1"=40'
051483-01-001
1.12.2024
GD04
6
6
C.O.C. LOG NO.
landscape area data sheet
REQUIRED
PROVIDED
PLANT QUANTITIES
INTERIOR / COMMON OPEN SPACE LANDSCAPE: 113,476 S.F.
TREES: 1 PER 1000 S.F.
SHRUB: 6 PER 1000 S.F.
50% LIVE GROUND COVER (NOT INCLUDING TREE):
PARKING LOT LANDSCAPE
PLANTERS:
TREES: 1 PER PLANTER
SHRUB: 5 PER PLANTER
678 SHRUBS
113 TREES
1,336 SHRUBS
113 TREES
50 %
50.7 %
63
63
315 SHRUBS
63 TREES
330 SHRUBS
63 TREES
580,893 S.F. (13.34 AC)
TOTAL SITE AREA (CONSTRUCTION LIMITS):
project site data
184,497 S.F. / 580,893 S.F. = 31.8%
TOTAL BUILDING AREA:
TOTAL LANDSCAPE AREA:
133,830 S.F. / 580,893 S.F. = 23.2%
TOTAL TURF AREA:
9,159 S.F. / 580,893 S.F. = 1.6%
SHRUBS / GROUND COVERS:
63,231 S.F. / 580,893 S.F. = 10.9%
INORGANIC / GRANITE:
125,671 S.F. / 580,893 S.F. = 21.6%
E. NORTHROP BLVD.
B
A
PATIO
E. GERMANN ROAD
not to scale
vicinity map
civil engineering:
DESIGN ETHIC, LLC
7525 EAST 6th AVENUE
PROJECT CONTACT: BRANDON PAUL
PHONE: 480.225.7077
landscape architecture:
SCOTTSDALE, ARIZONA 85251
project consultants
EMAIL: bpaul@designethic.com
ASCEND at CHANDLER AIRPORT CENTER
owner:
COVER SHEET & NOTES
PLANTING PLAN
L0.01
sheet index
L2.01 - L2.05
SHEET
TITLE
E. QUEEN CREEK RD
S. McQUEEN RD
1.
ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPE AND SITE CLEANUP,
MUST BE COMPLETED PRIOR TO CERTIFICATE OF OCCUPANCY FOR ANY
BUILDING WITHIN A PHASE.
2.
NO OBSTRUCTIONS TO VIEW SHALL BE ERECTED, CONSTRUCTED OR
PARKED WITHIN THE SIGHT VISIBILITY AREA, ALL TREES WITHIN THE LINE OF
SIGHT WILL MAINTAIN A CANOPY HEIGHT ABOVE 6’ CURB ELEVATION, ALL
SHRUBS IN THIS AREA MAY NOT REACH A MATURE HEIGHT OVER 24”.
3.
ALL PLANT MATERIALS ARE GUARANTEED FOR A MINIMUM PERIOD OF SIXTY
(60) DAYS FROM THE DATE OF FINAL APPROVAL BY THE CITY.ANY PLANT
MATERIALS, WHICH ARE NOT APPROVED BY THE CITY PRIOR TO OCTOBER 1
OF THE CALENDAR YEAR IN WHICH THEY ARE INSTALLED, SHALL BE FURTHER
GUARANTEED UNTIL MAY 20 OF THE FOLLOWING CALENDAR YEAR.
4.
TREES, SHRUBS, VINES, GROUND COVER AND TURF THAT HAVE TO BE
REPLACED UNDER TERMS OF THE GUARANTEE, SHALL BE GUARANTEED FOR
AN ADDITIONAL 60 DAYS FROM THE DATE OF REPLACEMENT.
5.
ALL PLANT MATERIALS MUST BE MAINTAINED IN HEALTH AND VIGOR AND BE
ALLOWED TO ATTAIN NATURAL SIZE AND SHAPE IN ACCORDANCE WITH
THE ORIGINALLY APPROVED LANDSCAPE PLAN.SEE SECTION 1902 (6)(H).
6.
PARKING LOT TREES MUST HAVE A MINIMUM CLEAR CANOPY DISTANCE OF
5’. SEE SECTION 1903(6)(C)(4).
7.
ALL LANDSCAPE AREAS SHALL BE GRADED SO THAT FINISHED GRADE
SURFACES OF ALL NONLIVING MATERIALS (I.E. DECOMPOSED GRANITE,
CRUSHED ROCK, MULCH, ETC.) ARE ONE AND ONE HALF (1 1/2) INCHES
BELOW CONCRETE OR OTHER PAVED SURFACES. SEE SECTION
1903(6)(C)(11), ZONING CODE.
8.
TREES MUST BE PLACED A MINIMUM OF 5’ FROM SIDEWALKS, PUBLIC
ACCESS-WAYS.SHRUBS MUST BE, AT MATURITY, 3’ FROM ALL SIDES OF A FIRE
HYDRANT, PIV, OR FDC. SEE SECTION 1903(6)(J)(1), ZONING CODE.)
9.
ALL LANDSCAPING SHALL BE MAINTAINED BY THE LANDOWNER OR THE
LESSOR IN COMPLIANCE WITH THE ZONING CODE.SEE SECTION 1903(6)(H),
ZONING CODE.
10.
THERE SHALL BE NO OBSTRUCTION OF SITE SIGNAGE BY LANDSCAPE PLANT
MATERIAL, AND THAT SUCH MUST BE RELOCATED AND/OR CORRECTED
BEFORE THE FIELD INSPECTION WILL ACCEPT/PASS THE SIGN IN THE FIELD OR
ISSUE A CERTIFICATE OF OCCUPANCY FOR A PROJECT.
11.
ALL TRANSFORMER BOXES, METER PANELS AND ELECTRIC EQUIPMENT,
BACKFLOW DEVICES OR ANY OTHER UTILITY EQUIPMENT NOT ABLE OR
REQUIRED TO BE SCREENED BY LANDSCAPING OR WALLS, SHALL BE
PAINTED TO MATCH THE BUILDING COLOR.
12.
ALL WALLS OVER 7’ IN HEIGHT, SITE LIGHTING, SIGNAGE, RAMADAS AND
SHADE STRUCTURES REQUIRE SEPARATE SUBMITTAL AND PERMITS.
city of chandler notes
I HEREBY CERTIFY THAT NO TREE OR BOULDER IS DESIGNED CLOSER
THAN SIX (6) FEET TO THE FACE OF THE PUBLIC STREET CURB.
E. GERMANN RD
E. PECOS RD
S. GILBERT RD
COOPER
RD
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
U
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BRANDON T.
PAUL
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SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
23-009
B. PAUL
01.18.2024
1-800-STAKE-IT
(OUTSIDE MARICOPA COUNTY)
CALL TWO WORKING DAYS
BEFORE YOU DIG
602-263-1100
-
CHANDLER AIRPORT CENTER
of 5
L0.01
CHANDLER, ARIZONA 85286
ASCEND AT
PHONE: 602.682.0200
PROJECT CONTACT: AARON MARTY
PHOENIX ARIZONA 85034
5055 EAST WASHINGTON STREET #110
IRGENS PARTNERS, LLC.
PHONE: 480.954.6718
PROJECT CONTACT: ELI FLAKE
PHOENIX, ARIZONA 85016
2425 EAST CAMELBACK ROAD SUITE #775
BALMER ARCHITECTURAL GROUP
architecture:
BOWMAN
1600 NORTH DESERT DRIVE, #210
CONTACT: JEFFREY RYBARCZYK
PHONE: 480.559.8368
TEMPE, ARIZONA 85288
OVERALL PLAN
L2.00
not to scale
key map
not to scale
COVER SHEET & NOTES
1
SITE
HWY 202
L2.01
L2.02
L2.03
EMAIL: jrybarczyk@bowman.com
existing trees
common name
botanical name
existing plant legend
comments
qty
FAN-TEX ASH
FRAXINUS VELUTINA 'RIO GRANDE'
E
13
inerts
TURF AREA
CALCULATED AS 48" BOX
size
48" BOX
REMAIN IN PLACE
LEUCOPHYLLUM CANDIDUM
THUNDER CLOUD
PHOENIX DACTYLIFERA
DATE PALM
YELLOW BELLS
TECOMA STANS
LEUCOPHYLLUM FRUTESCENS
HESPERALOE FUNIFERA
GIANT HESPERALOE
DASYLIRION WHEELERI
DESERT SPOON
LANTANA MONTEVIDENSIS
PURPLE LANTANA
RED YUCCA
HESPERALOE PARVIFLORA
EREMOPHILA GLABRA
'MINGENEW GOLD'
palms
ACACIA SALICINA
24" BOX
WILLOW ACACIA
TIPUANA TIPU
TIPU TREE
trees
comments
qty
size
common name
botanical name
plant legend
VARIEGATED AGAVE DESMETTIANA
AGAVE DESMETTIANA VARIEGATA
inerts
GREEN CLOUD SAGE
AGAVE AMERICANA
GREEN & WHITE AGAVE AMERICANA
shrubs
accents
groundcover
24" BOX
24" BOX
18' MIN.
5 GAL.
5 GAL.
5 GAL.
5 GAL.
5 GAL.
5 GAL.
5 GAL.
5 GAL.
1 GAL.
14
39
37
2
45
85
90
10
48
79
51
440
1 GAL.
7
6.0H., 2.0W., .75 CAL.
7.0H., 3.0W., 1.0 CAL.
7.0H., 2.5W., 1.25 CAL.
'GREEN CLOUD'
TECOMA ALATA
ORANGE JUBILEE
5 GAL.
48
ACACIA ANEURA
MULGA
ACACIA REDOLENS
DESERT CARPET
AUTUMN GLOW
MUHLENBERGIA LINDHEIMERI
'THORNLESS'
THORNLESS CHILEAN MESQUITE
PROSOPIS SEEDLESS
1 GAL.
45
5 GAL.
145
MEDIA PICTA "ALBA"
PISTACIA X. RED PUSH
RED PUSH PISTACHE
OUTBACK SUNRISE EMU
LITTLE OLLIE DWARF OLIVE
OLEA EUROPAEA 'LITTLE OLLIE'
'PINK MUHLY'
MUHLENBERGIA CAPILLARIS
REGAL MIST
36" BOX
20
5 GAL.
196
5 GAL.
275
5 GAL.
37
9.0H., 5.0W., 1.75 CAL.
10.0H., 9.0W., 2.75 CAL.
9.0H., 5.0W., 1.75 CAL.
STAKE IN PLACE
STAKE IN PLACE
STAKE IN PLACE
36" BOX
22
STAKE IN PLACE
48" BOX
23
LEUCOPHYLLUM LANGMANIAE
'LYNN'S LEGACY'
'LYNN'S LEGACY' LEUCOPHYLLUM
5 GAL.
65
1/2" SCREENED GRANITE
TABLE MESA BROWN
1/2"
124,308
2" MINIMUM DEPTH
2
SCRND
S.F.
IN ALL PLANTERS
3" - 6" FRACTURED
RIP RAP
TABLE MESA BROWN
3" - 6"
1,363
2" MINIMUM DEPTH
S.F.
IN ALL PLANTERS
EXTRUDED CONCRETE
CONCRETE HEADER
4" x 6"
105
L.F.
19
20
STAKE IN PLACE
STAKE IN PLACE
48" BOX
8
18''S
18''S
18''S
TV
TV
TV
TV
TV
TV
W
TF
TV
PATIO
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E
E
E
E
E
E
E
E
E
E
E
E
E GERMANN RD
E NORTHROP BLVD
0'
60'
120'
180'
SCALE: 1" = 60'-0"
NORTH
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
U
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BRANDON T.
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SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
23-009
B. PAUL
01.18.2024
1-800-STAKE-IT
(OUTSIDE MARICOPA COUNTY)
CALL TWO WORKING DAYS
BEFORE YOU DIG
602-263-1100
-
CHANDLER AIRPORT CENTER
of 5
L2.00
CHANDLER, ARIZONA 85286
ASCEND AT
OVERALL PLANTING PLAN
2
TV
TV
TV
TV
E
E
E
E
E
E
E NORTHROP BLVD (35 MPH)
360'-0" SIGHT DISTANCE
EX 48" BOX
EX 48" BOX
EX 48" BOX
EX 48" BOX
EX 48"
BOX
EX 48" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36"
BOX
36"
BOX
36" BOX
36" BOX
36" BOX
36" BOX
36" BOX
36"
BOX
36"
BOX
40'-0"
R/W
20'-0"
LANDSCAPE SETBACK
8'-0"
ELEC
EASEMT
48"
BOX
48"
BOX
2
2
2
2
2
2
5
2
2
2
13
14
9
1
16
2
2
7
2
7
18
17
17
17
8
13
7
2
2
2
2
2
2
2
16
3
20
19
20
19
5
21
2
2
2
36"
BOX
36" BOX
48"
BOX
48"
BOX
existing trees
common name
botanical name
existing plant legend
FAN-TEX ASH
FRAXINUS VELUTINA 'RIO GRANDE'
E
inerts
TURF AREA
LEUCOPHYLLUM CANDIDUM
THUNDER CLOUD
PHOENIX DACTYLIFERA
DATE PALM
YELLOW BELLS
TECOMA STANS
LEUCOPHYLLUM FRUTESCENS
HESPERALOE FUNIFERA
GIANT HESPERALOE
DASYLIRION WHEELERI
DESERT SPOON
LANTANA MONTEVIDENSIS
PURPLE LANTANA
RED YUCCA
HESPERALOE PARVIFLORA
EREMOPHILA GLABRA
'MINGENEW GOLD'
palms
ACACIA SALICINA
WILLOW ACACIA
TIPUANA TIPU
TIPU TREE
trees
common name
botanical name
plant legend
VARIEGATED AGAVE DESMETTIANA
AGAVE DESMETTIANA VARIEGATA
inerts
GREEN CLOUD SAGE
AGAVE AMERICANA
GREEN & WHITE AGAVE AMERICANA
shrubs
accents
groundcover
'GREEN CLOUD'
TECOMA ALATA
ORANGE JUBILEE
ACACIA ANEURA
MULGA
ACACIA REDOLENS
DESERT CARPET
AUTUMN GLOW
MUHLENBERGIA LINDHEIMERI
'THORNLESS'
THORNLESS CHILEAN MESQUITE
PROSOPIS SEEDLESS
MEDIA PICTA "ALBA"
PISTACIA X. RED PUSH
RED PUSH PISTACHE
OUTBACK SUNRISE EMU
LITTLE OLLIE DWARF OLIVE
OLEA EUROPAEA 'LITTLE OLLIE'
'PINK MUHLY'
MUHLENBERGIA CAPILLARIS
REGAL MIST
LEUCOPHYLLUM LANGMANIAE
'LYNN'S LEGACY'
'LYNN'S LEGACY' LEUCOPHYLLUM
1/2" SCREENED GRANITE
TABLE MESA BROWN
2
3" - 6" FRACTURED
RIP RAP
TABLE MESA BROWN
EXTRUDED CONCRETE
CONCRETE HEADER
19
20
COVERED PARKING. SEE ARCH. PLANS.
FIRE HYDRANT - NO PLANT MATERIAL WITHIN 3'
STORMWATER RETENTION. SEE CIVIL ENG. PLANS.
DECOMPOSED GRANITE IN ALL PLANTING AREAS
PROPERTY LINE / RIGHT OF WAY LINE
planting key notes
DRAINAGE STRUCTURE. SEE CIVIL ENG. PLANS.
SIDEWALK. SEE CIVIL ENG. PLANS.
EXISTING 6" x 6" CONCRETE HEADER.
CURB. SEE CIVIL ENG. PLANS.
ACCESSIBLE RAMP. SEE CIVIL ENG. PLANS.
EXISTING TURF AREA.
EXISTING SIDEWALK
EXISTING LANDSCAPE IN R.O.W. TO REMAIN
TRANSFORMER LOCATION
RESTORE & REPAIR AS NECESSARY AFTER SILT
FENCE REMOVAL.
LIMITS OF CONSTRUCTION
SCREEN WALL. SEE ARCHITECT,S SITE PLAN.
TRASH ENCLOSURE. SEE ARCHITECT'S SITE PLAN.
1
2
3
4
5
7
6
8
9
10
11
12
13
14
15
16
17
18
CONCRETE HEADER
19
NOTE: NOT ALL KEYNOTES USED ON THIS SHEET.
3" - 6" FRACTURED RIP RAP
20
SIGHT VISIBILITY TRIANGLE, MAXIMUM MATURE
PLANT MATERIAL HEIGHT IN THE SIGHT VISIBILITY
TRIANGLES IS 24 INCHES.
FIRE LINE BACKFLOW PREVENTOR - SCREEN
MAINTAIN 3' ACCESS & CLEARANCE PER MAG
STANDARD DETAIL 362.
21
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
U
E
BRANDON T.
PAUL
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2
SHEET
JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
23-009
B. PAUL
01.18.2024
1-800-STAKE-IT
(OUTSIDE MARICOPA COUNTY)
CALL TWO WORKING DAYS
BEFORE YOU DIG
602-263-1100
-
CHANDLER AIRPORT CENTER
of 5
L2.01
CHANDLER, ARIZONA 85286
ASCEND AT
0'
30'
60'
90'
SCALE: 1" = 30'-0"
NORTH
not to scale
key map
E. NORTHROP BLVD.
B
A
PATIO
E. GERMANN ROAD
not to scale
MATCHLINE - SEE SHEET L2.02
PLANTING PLAN
3
L2.02
L2.03
THIS
SHEET
18''S
18''S
18''S
18''S
PATIO
E
E
E
E
E
460'-0" SIGHT DISTANCE
600'-0" SIGHT DISTANCE
36" BOX
36" BOX
EX 48" BOX
EX 48" BOX
EX 48" BOX
E GERMANN RD (45 MPH)
36" BOX
36" BOX
75'-0"
R/W
30'-0"
LANDSCAPE
SETBACK
9'-5" P.U.E.
65'-0"
R/W
30'-0"
LANDSCAPE
SETBACK
8'-0" P.U.E.
48"
BOX
48"
BOX
2
2
2
18
2
2
2
2
2
2
2
2
2
7
2
7
11
2
13
14
9
1
2
17
3
19
20
19
19
20
20
19
6
5
5
13
EX 48" BOX
EX 48" BOX
48"
BOX
48" BOX
BOX
36" BOX
existing trees
common name
botanical name
existing plant legend
FAN-TEX ASH
FRAXINUS VELUTINA 'RIO GRANDE'
E
inerts
TURF AREA
LEUCOPHYLLUM CANDIDUM
THUNDER CLOUD
PHOENIX DACTYLIFERA
DATE PALM
YELLOW BELLS
TECOMA STANS
LEUCOPHYLLUM FRUTESCENS
HESPERALOE FUNIFERA
GIANT HESPERALOE
DASYLIRION WHEELERI
DESERT SPOON
LANTANA MONTEVIDENSIS
PURPLE LANTANA
RED YUCCA
HESPERALOE PARVIFLORA
EREMOPHILA GLABRA
'MINGENEW GOLD'
palms
ACACIA SALICINA
WILLOW ACACIA
TIPUANA TIPU
TIPU TREE
trees
common name
botanical name
plant legend
VARIEGATED AGAVE DESMETTIANA
AGAVE DESMETTIANA VARIEGATA
inerts
GREEN CLOUD SAGE
AGAVE AMERICANA
GREEN & WHITE AGAVE AMERICANA
shrubs
accents
groundcover
'GREEN CLOUD'
TECOMA ALATA
ORANGE JUBILEE
ACACIA ANEURA
MULGA
ACACIA REDOLENS
DESERT CARPET
AUTUMN GLOW
MUHLENBERGIA LINDHEIMERI
'THORNLESS'
THORNLESS CHILEAN MESQUITE
PROSOPIS SEEDLESS
MEDIA PICTA "ALBA"
PISTACIA X. RED PUSH
RED PUSH PISTACHE
OUTBACK SUNRISE EMU
LITTLE OLLIE DWARF OLIVE
OLEA EUROPAEA 'LITTLE OLLIE'
'PINK MUHLY'
MUHLENBERGIA CAPILLARIS
REGAL MIST
LEUCOPHYLLUM LANGMANIAE
'LYNN'S LEGACY'
'LYNN'S LEGACY' LEUCOPHYLLUM
1/2" SCREENED GRANITE
TABLE MESA BROWN
2
3" - 6" FRACTURED
RIP RAP
TABLE MESA BROWN
EXTRUDED CONCRETE
CONCRETE HEADER
19
20
COVERED PARKING. SEE ARCH. PLANS.
FIRE HYDRANT - NO PLANT MATERIAL WITHIN 3'
STORMWATER RETENTION. SEE CIVIL ENG. PLANS.
DECOMPOSED GRANITE IN ALL PLANTING AREAS
PROPERTY LINE / RIGHT OF WAY LINE
planting key notes
DRAINAGE STRUCTURE. SEE CIVIL ENG. PLANS.
SIDEWALK. SEE CIVIL ENG. PLANS.
EXISTING 6" x 6" CONCRETE HEADER.
CURB. SEE CIVIL ENG. PLANS.
ACCESSIBLE RAMP. SEE CIVIL ENG. PLANS.
EXISTING TURF AREA.
EXISTING SIDEWALK
EXISTING LANDSCAPE IN R.O.W. TO REMAIN
TRANSFORMER LOCATION
RESTORE & REPAIR AS NECESSARY AFTER SILT
FENCE REMOVAL.
LIMITS OF CONSTRUCTION
SCREEN WALL. SEE ARCHITECT,S SITE PLAN.
TRASH ENCLOSURE. SEE ARCHITECT'S SITE PLAN.
1
2
3
4
5
7
6
8
9
10
11
12
13
14
15
16
17
18
CONCRETE HEADER
19
NOTE: NOT ALL KEYNOTES USED ON THIS SHEET.
3" - 6" FRACTURED RIP RAP
20
SIGHT VISIBILITY TRIANGLE, MAXIMUM MATURE
PLANT MATERIAL HEIGHT IN THE SIGHT VISIBILITY
TRIANGLES IS 24 INCHES.
FIRE LINE BACKFLOW PREVENTOR - SCREEN
MAINTAIN 3' ACCESS & CLEARANCE PER MAG
STANDARD DETAIL 362.
21
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
U
E
BRANDON T.
PAUL
I
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A
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JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
23-009
B. PAUL
01.18.2024
1-800-STAKE-IT
(OUTSIDE MARICOPA COUNTY)
CALL TWO WORKING DAYS
BEFORE YOU DIG
602-263-1100
-
CHANDLER AIRPORT CENTER
of 5
L2.02
CHANDLER, ARIZONA 85286
ASCEND AT
0'
30'
60'
90'
SCALE: 1" = 30'-0"
NORTH
not to scale
key map
E. NORTHROP BLVD.
B
A
PATIO
E. GERMANN ROAD
not to scale
MATCHLINE - SEE SHEET L2.01
PLANTING PLAN
4
MATCHLINE - SEE SHEET L2.03
THIS
SHEET
L2.03
L2.01
18''S
18''S
18''S
W
W
TV
TF
TF
TF TF
TF
TV
E
E
E
E
E
E
E
E
E
E
E
600'-0" SIGHT DISTANCE
460'-0" SIGHT DISTANCE
36" BOX
36" BOX
EX 48" BOX
EX 48" BOX
E GERMANN RD (45 MPH)
71'-0"
R/W
30'-0"
LANDSCAPE
SETBACK
8'-0" P.U.E.
16
2
2
2
3
5
2
2
2
2
2
2
2
2
2
2
2
2
7
2
7
11
11
2
2
2
2
2
2
2
13
5
17
2
EXISTING TREES
ON ADJACENT
PROPERTY
1
20
19
19
19
20
19
19
20
6
5
2
2
5
36" BOX
36" BOX
existing trees
common name
botanical name
existing plant legend
FAN-TEX ASH
FRAXINUS VELUTINA 'RIO GRANDE'
E
inerts
TURF AREA
LEUCOPHYLLUM CANDIDUM
THUNDER CLOUD
PHOENIX DACTYLIFERA
DATE PALM
YELLOW BELLS
TECOMA STANS
LEUCOPHYLLUM FRUTESCENS
HESPERALOE FUNIFERA
GIANT HESPERALOE
DASYLIRION WHEELERI
DESERT SPOON
LANTANA MONTEVIDENSIS
PURPLE LANTANA
RED YUCCA
HESPERALOE PARVIFLORA
EREMOPHILA GLABRA
'MINGENEW GOLD'
palms
ACACIA SALICINA
WILLOW ACACIA
TIPUANA TIPU
TIPU TREE
trees
common name
botanical name
plant legend
VARIEGATED AGAVE DESMETTIANA
AGAVE DESMETTIANA VARIEGATA
inerts
GREEN CLOUD SAGE
AGAVE AMERICANA
GREEN & WHITE AGAVE AMERICANA
shrubs
accents
groundcover
'GREEN CLOUD'
TECOMA ALATA
ORANGE JUBILEE
ACACIA ANEURA
MULGA
ACACIA REDOLENS
DESERT CARPET
AUTUMN GLOW
MUHLENBERGIA LINDHEIMERI
'THORNLESS'
THORNLESS CHILEAN MESQUITE
PROSOPIS SEEDLESS
MEDIA PICTA "ALBA"
PISTACIA X. RED PUSH
RED PUSH PISTACHE
OUTBACK SUNRISE EMU
LITTLE OLLIE DWARF OLIVE
OLEA EUROPAEA 'LITTLE OLLIE'
'PINK MUHLY'
MUHLENBERGIA CAPILLARIS
REGAL MIST
LEUCOPHYLLUM LANGMANIAE
'LYNN'S LEGACY'
'LYNN'S LEGACY' LEUCOPHYLLUM
1/2" SCREENED GRANITE
TABLE MESA BROWN
2
3" - 6" FRACTURED
RIP RAP
TABLE MESA BROWN
EXTRUDED CONCRETE
CONCRETE HEADER
19
20
COVERED PARKING. SEE ARCH. PLANS.
FIRE HYDRANT - NO PLANT MATERIAL WITHIN 3'
STORMWATER RETENTION. SEE CIVIL ENG. PLANS.
DECOMPOSED GRANITE IN ALL PLANTING AREAS
PROPERTY LINE / RIGHT OF WAY LINE
planting key notes
DRAINAGE STRUCTURE. SEE CIVIL ENG. PLANS.
SIDEWALK. SEE CIVIL ENG. PLANS.
EXISTING 6" x 6" CONCRETE HEADER.
CURB. SEE CIVIL ENG. PLANS.
ACCESSIBLE RAMP. SEE CIVIL ENG. PLANS.
EXISTING TURF AREA.
EXISTING SIDEWALK
EXISTING LANDSCAPE IN R.O.W. TO REMAIN
TRANSFORMER LOCATION
RESTORE & REPAIR AS NECESSARY AFTER SILT
FENCE REMOVAL.
LIMITS OF CONSTRUCTION
SCREEN WALL. SEE ARCHITECT,S SITE PLAN.
TRASH ENCLOSURE. SEE ARCHITECT'S SITE PLAN.
1
2
3
4
5
7
6
8
9
10
11
12
13
14
15
16
17
18
CONCRETE HEADER
19
NOTE: NOT ALL KEYNOTES USED ON THIS SHEET.
3" - 6" FRACTURED RIP RAP
20
SIGHT VISIBILITY TRIANGLE, MAXIMUM MATURE
PLANT MATERIAL HEIGHT IN THE SIGHT VISIBILITY
TRIANGLES IS 24 INCHES.
FIRE LINE BACKFLOW PREVENTOR - SCREEN
MAINTAIN 3' ACCESS & CLEARANCE PER MAG
STANDARD DETAIL 362.
21
DESIGN ETHIC
l a n d s a p e a r c h i t e c t u r e
7525 EAST 6TH AVE SCOTTSDALE, ARIZONA 85251
480.225.7077
FORGING NEW ENVIRONMENTS
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JOB NO:
DATE:
SUBMITTED:
DRAWN BY:
SHEET TITLE:
PROJECT:
REVISED:
23-009
B. PAUL
01.18.2024
1-800-STAKE-IT
(OUTSIDE MARICOPA COUNTY)
CALL TWO WORKING DAYS
BEFORE YOU DIG
602-263-1100
-
CHANDLER AIRPORT CENTER
of 5
L2.03
CHANDLER, ARIZONA 85286
ASCEND AT
0'
30'
60'
90'
SCALE: 1" = 30'-0"
NORTH
not to scale
key map
E. NORTHROP BLVD.
B
A
PATIO
E. GERMANN ROAD
not to scale
MATCHLINE - SEE SHEET L2.02
PLANTING PLAN
5
THIS
SHEET
L2.02
L2.01
53'-0"
3
8
4
5
6
7
2
1
7.2
371'-0"
53'-0"
53'-0"
53'-0"
53'-0"
53'-0"
53'-0"
24'-6" A.F.F.
T.O. TOWER
24'-1" A.F.F.
T.O. CONC. PANEL
0'-0" A.F.F.
FINISHED FLOOR
29'-0" A.F.F.
T.O. CONC. PANEL
29'-3" A.F.F.
T.O. PARAPET
40'-11" A.F.F.
T.O. PARAPET
0'-0" A.F.F.
FINISHED FLOOR
10'-7" A.F.F.
T.O. REVEAL
13'-7" A.F.F.
T.O. REVEAL
31'-3" A.F.F.
T.O. PARAPET
31'-0" A.F.F.
T.O. CONC PANEL
20'-7" A.F.F.
T.O. REVEAL
9'-7" A.F.F.
T.O. REVEAL
19'-7" A.F.F.
T.O. REVEAL
28'-9 1/2" A.F.F.
T.O. REVEAL
0
8.1
31'-0" A.F.F.
T.O. CONC PANEL
20'-7" A.F.F.
T.O. REVEAL
19'-7" A.F.F.
T.O. REVEAL
28'-9 1/2" A.F.F.
T.O. REVEAL
31'-3" A.F.F.
T.O. PARAPET
14'-0" A.F.F.
T.O. CPU BAY OPENING
32'-11" A.F.F.
T.O. TOWER
40'-8" A.F.F.
T.O. CONC. PANEL
32'-6" A.F.F.
T.O. CONC. PANEL
8
6
5
4
3
2
1
7
371'-0"
53'-0"
53'-0"
53'-0"
53'-0"
53'-0"
53'-0"
53'-0"
7.2
-(4'-0") A.F.F.
GRADE LEVEL
29'-0" A.F.F.
T.O. CONC PANEL
29'-3" A.F.F.
T.O. PARAPET
8.1
0
0'-0" A.F.F.
FINISHED FLOOR
10'-7" A.F.F.
T.O. REVEAL
13'-7" A.F.F.
T.O. REVEAL
31'-3" A.F.F.
T.O. PARAPET
31'-0" A.F.F.
T.O. CONC PANEL
20'-7" A.F.F.
T.O. REVEAL
9'-7" A.F.F.
T.O. REVEAL
19'-7" A.F.F.
T.O. REVEAL
28'-9 1/2" A.F.F.
T.O. REVEAL
238'-6"
38'-6"
50'-0"
50'-0"
50'-0"
31'-3 1/2"
A
F
C
B
D
E
A.1
18'-8 1/2"
-(4'-0")
GRADE LEVEL
29'-0" A.F.F.
T.O. CONC PANEL
29'-3" A.F.F.
T.O. PARAPET
a
0'-0" A.F.F.
FINISHED FLOOR
10'-7" A.F.F.
T.O. REVEAL
13'-7" A.F.F.
T.O. REVEAL
31'-3" A.F.F.
T.O. PARAPET
31'-0" A.F.F.
T.O. CONC PANEL
20'-7" A.F.F.
T.O. REVEAL
9'-7" A.F.F.
T.O. REVEAL
19'-7" A.F.F.
T.O. REVEAL
28'-9 1/2" A.F.F.
T.O. REVEAL
A
B
C
D
E
F
50'-0"
38'-6"
50'-0"
50'-0"
238'-6"
50'-0"
-(4'-0") A.F.F.
GRADE LEVEL
29'-0" A.F.F.
T.O. CONC PANEL
29'-3" A.F.F.
T.O. PARAPET
a
E.1
0'-0" A.F.F.
FINISHED FLOOR
10'-7" A.F.F.
T.O. REVEAL
13'-7" A.F.F.
T.O. REVEAL
31'-3" A.F.F.
T.O. PARAPET
31'-0" A.F.F.
T.O. CONC PANEL
20'-7" A.F.F.
T.O. REVEAL
9'-7" A.F.F.
T.O. REVEAL
19'-7" A.F.F.
T.O. REVEAL
28'-9 1/2" A.F.F.
T.O. REVEAL
1 FRONT ELEVATION
SCALE: 1/16" = 1'-0"
2 REAR ELEVATION
SCALE: 1/16" = 1'-0"
3 RIGHT ELEVATION
SCALE: 1/16" = 1'-0"
4 LEFT ELEVATION
SCALE: 1/16" = 1'-0"
PAINT COLOR SCHEDULE
MARK
MATERIAL
MANUFACTURER
COLOR
FINISH
NOTES
P-7
PAINT
TBD
DE 6372 LACE VEIL
SATIN
P-8
PAINT
TBD
CL 3214M WAVELENGTH
SATIN
P-9
PAINT
TBD
SW 7048 URBANE BRONZE
SATIN
P-10
PAINT
TBD
SW 6868 REAL RED
SATIN
METAL COPING TO BE PREFINISHED "REGAL RED" TO MATCH P-10
P-11
PAINT
TBD
CL3215D ELF
SATIN
P-12
PAINT
TBD
CL 3213W SEATTLE
SATIN
ET-1
PORCELAIN TILE
ANGELA HARRIS
INSPIRA DARK GREY
MATTE
24 X 48
E-3
E.I.F.S.
COLOR TO MATCH P-7
WING WALLS AT THE ENTRY
DRAWN:
CHECKED:
SHEET
SEAL
ISSUE
GROSS LEASE AREA:
JOB NUMBER:
ISSUE DATE:
STORE NUMBER:
PROTOTYPE:
2500 WINDY RIDGE
PARKWAY, SE
ATLANTA, GA 30339
CODE CONSULTANTS, INC.
ST. LOUIS, MISSOURI 63146-4235
2043 WOODLAND PKWY, SUITE 300
314-991-2633
TM
SBLM Architects
33 Walt Whitman Road, Suite 300A
Huntington Station, NY 11746
Telephone 631 683 5588
Fax 631 683 5591
023099
77,011 SF
T.B.D.
03/14/2024
2024 Q1
NORTHROP BLVD,
CHANDLER, AZ 85286
CHANDLER, ARIZONA
Eric Severson
Questions For dlb Call:
Phone:
dlb associates
CONSULTING ENGINEERS, P.C.
(732) 774-2000
3600 Rt 66, Suite 150 #5981,
Neptune, N.J. 07753
Bowman Consulting Group Ltd
1600 N. Desert Drive Ste 210
Tempe, Arizona 85288
Phone: (480) 629-8830
www.bowman.com
600 East Thomas Rd, Suite 1
Scottsdale, Arizona 85251
(602) 265-4331
100% CONSTRUCTION DOCUMENTS
03/14/24
ELEVATIONS
ELEV
Elevations
08/09/2023
Elevations
09/20/2023
Elevations
09/29/2023
Elevations
10/17/2023
Elevations
11/01/2023
Elevations
11/18/2023
Elevations
12/20/2023
Elevations
02/01/2024
Elevations
02/19/2024
Elevations
03/06/2024
Elevations
03/22/2024
16910 Dallas Parkway, Ste 216, Dallas, TX 75248
F&D Chandler, AZ
1811 E. Northrop Blvd,
Chandler, AZ 85286
Materials Board
August 9, 2023
T: 469 544 7770 Web: www.sblm.com
Floor & Decor
2500 Windy Ridge Parkway, SE
Atlanta, GA, 30339
PAINT TO MATCH P-9 SW 7048 URBANE BRONZE
P-9 SW 7048 URBANE BRONZE
P-8 SW 7044 AMAZING GRAY
P-11 SW 7056 RESERVED WHITE
P-7 SW 7006 EXTRA WHITE
P-10 SW 6868 REAL RED
CONCRET PANEL
FINISH: CONCRETE PANEL FINISH
SHERWIN WILLIAMS
PAINT COLOR
FINISH: CANOPIES AND MISC. METALS
PAINT TO MATCH P-7 SW 7006 EXTRA WHITE
PAINT TO MATCH P-8 SW 7044 AMAZING GREY
PAINT TO MATCH P-11 SW 7056 RESERVED WHITE
Parking and Trip Generation Study
Floor & Decor
Prepared for:
Floor and Decor Outlets of America, Inc.
Prepared by:
Kimley-Horn and Associates, Inc.
12740 Gran Bay Parkway West, Suite 2350
Jacksonville, Florida 32258
©Kimley-Horn and Associates, Inc.
May 2023
Parking and Trip Generation Study
Floor & Decor
Prepared for:
Floor and Decor Outlets of America, Inc.
Prepared by:
Kimley-Horn and Associates, Inc.
12740 Gran Bay Parkway West, Suite 2350
Jacksonville, Florida 32258
Kimley-Horn and Associates, Inc.
May 2023
This item has been digitally signed and
sealed by:
on the date adjacent to the signature.
Printed copies of this document are not
considered signed and sealed and the
signature must be verified on any electronic
copies
Floor & Decor
Parking and Trip Generation Study
Page i
May 2023
TABLE OF CONTENTS
Page
Introduction .................................................................................................................................1
Data Collection............................................................................................................................1
Results of Parking Data Collection ............................................................................................11
Results of Trip Generation Data Collection ...............................................................................11
Summary ..................................................................................................................................14
Trip and Parking Rate Comparisons .........................................................................................15
Appendix A:
Sample Parking and Trip Generation Data Collection Sheets
Appendix B:
Parking Data Collection
Appendix C:
Trip Generation Data Collection
LIST OF FIGURES
Page
Figure 1: Doral Store Location Map .............................................................................................3
Figure 2: Alexandria Store Location Map ....................................................................................4
Figure 3: Pompano Beach Store Location Map ...........................................................................5
Figure 4: Farmingdale Store Location Map .................................................................................6
Figure 5: North Charleston Store Location Map ..........................................................................7
Figure 6: Avon Store Location Map .............................................................................................8
Figure 7: Cypress Store Location Map ........................................................................................9
Figure 8: Tuckwila Store Location Map .....................................................................................10
LIST OF TABLES
Page
Table 1: Peak Parking Counts and Rates .................................................................................12
Table 2: Peak Hour Trip Generation Summary .........................................................................13
Table 3: Average Parking and Trip Generation Rates ..............................................................14
Table 4: Highest Parking and Trip Generation Rates ................................................................14
Table 5: Trip Generation Rate Comparison ...............................................................................15
Table 6: Parking Rate Comparison ...........................................................................................16
Floor & Decor
Parking and Trip Generation Study
Page 1
May 2023
Introduction
Floor and Decor Outlets of America, Inc. has retained Kimley-Horn and Associates, Inc. (Kimley-
Horn) to determine actual parking and trip generation rates at several Floor & Decor stores around
the country. Due to the characteristics of Floor & Decor’s products, the sizes of the stores are
very large in comparison to other retail stores, typically ranging between 60,000 and 100,000
square feet. The stores are sized to accommodate the large amount of flooring inventory that is
typically stored and displayed for sale within the store. Historically, in order to determine the trip
generation and required parking for a proposed Floor & Decor store, municipalities have used
parking and trip generation rates that are based on studies for more traditional commercial retail
stores. These traditional retail rates tend to overestimate the parking spaces needed and the
weekday peak hour trips generated by a Floor & Decor store. This can result in Floor & Decor
incurring unnecessary costs associated with constructing under-utilized parking lots for its stores
and over-assessment for off-site transportation mitigation or mobility fees.
Kimley-Horn has recently conducted parking and trip generation data collection for several
existing Floor & Decor stores around the country. From the data collection, actual parking and trip
generation rates were determined for the existing stores on a per thousand square feet basis.
This report summarizes the data collection and resulting parking and trip generation rates.
Data Collection
Parking and trip generation data was collected for eight existing Floor & Decor stores around the
country. Per Floor & Decor, these eight sites represent the best performing stores in each of their
respective markets and were selected as the stores anticipated to have the highest parking and
trip generation rates, representing a “worst-case” scenario. The store locations are as follows:
1.
Doral: 2525 NW 82nd Avenue; Doral, FL, 33122
2.
Alexandria: 4607 Eisenhower Avenue; Alexandria, VA 22304
3.
Pompano Beach: 1914 W Atlantic Boulevard; Pompano Beach, FL 33069
4.
Farmingdale: 1002 Broad Hollow Road; Farmingdale, NY 11735
5.
North Charleston: 6029 Rivers Avenue; Charleston, SC 29406
6.
Avon: 80 Stockwell Drive; Avon, MA 02322
7.
Cypress: 20502 Hempstead Road; Houston, TX 77065
8.
Tuckwila: 17651 Southcenter Parkway; Tuckwila, WA 98188
Floor & Decor
Parking and Trip Generation Study
Page 2
May 2023
Figures 1 through 8 provide aerial location exhibits for each of the eight studied Floor & Decor
stores. At each of the eight stores, Kimley-Horn staff collected weekday parking and trip
generation data between Tuesday, November 29, 2022 and Tuesday, December 13, 2022. The
weekday parking and trip generation data was collected from 7:00 AM to 9:30 AM and from 4:00
PM to 7:00 PM. Also, parking data collection was collected at the eight stores on either Saturday,
December 3, 2022 or Saturday, December 10, 2022 from 11:00 AM to 2:00 PM. According to
Floor & Decor, the stores do not typically experience seasonal variations in patronage levels and
sales. Therefore, the data collection is anticipated to represent typical store conditions.
In order to conduct the trip generation data collection, a Kimley-Horn staff member stood near the
entrance to the Floor & Decor store and observed the parking lot. When a vehicle entered the
parking lot and a person or a group of people got out of a vehicle and entered the Floor & Decor
store or customer pickup area, this was counted as one inbound vehicle trip. When a person or
group of people exiting the Floor & Decor store or customer pickup area got into a vehicle and
exited the parking lot, this was counted as one outbound vehicle trip. This trip generation data
collection method was used recognizing that several of the studied Floor & Decor stores are within
shopping centers having multiple tenants, and this was the most efficient way to isolate trips
specifically destined to/from the studied Floor & Decor stores. It should be noted that truck delivery
trips to/from the rears/sides of the stores were not quantified as these trips are minimal, especially
during peak hours. Also, there are customer pickup areas at the rear of two of the stores (North
Charleston and Cypress) that are not visible from the main entrance. Trips to/from these two
customer pickup areas were not quantified as they are thought to be minimal. Trips to/from the
other six customer pickup areas are visible from the main entrance and were included in the trip
counts.
Appendix A contains samples of the data collection worksheets used at the eight stores in which
data was collected. The parking data collected at each of the eight stores is included in Appendix
B, and the trip generation data is included in Appendix C.
N
MAIN ENTRANCE
DORAL, FL 33122
2525 NW 82ND AVE,
DORAL STORE:
AND TRIP GENERATION STUDY
FLOOR & DECOR PARKING
FIGURE 1
NW 82ND AVE
NW 25TH ST
N
ALEXANDRIA, VA 22304
4607 EISENHOWER AVE
ALEXANDRIA STORE:
AND TRIP GENERATION STUDY
FLOOR & DECOR PARKING
FIGURE 2
MAIN ENTRANCE
EISENHOW ER AVE
CLERMONT AVE
N
MAIN ENTRANCE
POMPANO BEACH, FL 33069
1914 W ATLANTIC BLVD
POMPANO BEACH STORE:
AND TRIP GENERATION STUDY
FLOOR & DECOR PARKING
FIGURE 3
W ATLANTIC BLVD
MAGNER DR
N
MAIN ENTRANCE
FARMINGDALE, NY 11735
1002 BROAD HOLLOW RD
FARMINGDALE STORE:
AND TRIP GENERATION STUDY
FLOOR & DECOR PARKING
FIGURE 4
BROADHOLLOW RD
MICHAEL AVE
N
MAIN ENTRANCE
CHARLESTON, SC 29406
6029 RIVERS AVE
NORTH CHARLESTON STORE:
AND TRIP GENERATION STUDY
FLOOR & DECOR PARKING
FIGURE 5
AVIATION AVE
I-26
RIVERS AVE
N
AVON, MA 02322
80 STOCKWELL DR
AVON STORE:
AND TRIP GENERATION STUDY
FLOOR & DECOR PARKING
FIGURE 6
MAIN ENTRANCE
FALL RIVER EXPY
STOCKW ELL DR
HARRISON BLVD
N
HOUSTON, TX 77065
20502 HEMPSTEAD RD
CYPRESS STORE:
AND TRIP GENERATION STUDY
FLOOR & DECOR PARKING
FIGURE 7
MAIN ENTRANCE
HUFFMEISTER RD
HEMPSTEAD RD
NORTHW EST FW Y
N
MAIN ENTRANCE
TUCKWILA, WA 98188
17651 SOUTHCENTER PKWY
TUCKWILA STORE:
AND TRIP GENERATION STUDY
FLOOR & DECOR PARKING
FIGURE 8
SOUTHCENTER PKW Y
S 180TH ST
Floor & Decor
Parking and Trip Generation Study
Page 11
May 2023
Results of Parking Data Collection
Table 1 presents the results of the parking data collection. As shown in Table 1, the maximum
parking rate in spaces per 1,000 square feet of gross leasable area occurred during the Saturday
data collection for all but two stores. The Saturday peak parking rates varied from 0.40 spaces
per 1,000 square feet in North Charleston, South Carolina, (the lowest Saturday rate) to 0.90
spaces per 1,000 square feet in Doral, Florida (the highest Saturday rate). The average weekday
AM peak parking rate for the eight stores was 0.45 spaces per 1,000 square feet. The average
weekday PM peak parking rate was 0.43 spaces per 1,000 square feet. The average Saturday
peak parking rate was 0.59 spaces per 1,000 square feet.
Results of Trip Generation Data Collection
Table 2 presents the results of the trip generation data collection. As shown in Table 2, the
Tuckwila, Washington store experienced the lowest AM peak hour trip generation rate, and the
Avon, Massachusetts store experienced the lowest PM peak hour trip generation rate. The
Cypress, Texas store experienced the highest AM peak hour trip generation rate, and the
Alexandria, Virginia store experienced the highest PM peak hour trip generation rate. The average
AM peak hour trip generation rate for the eight stores was 0.76 trips per 1,000 square feet (53
percent inbound, 47 percent outbound). The average PM peak hour trip generation rate was 0.66
trips per 1,000 square feet (46 percent inbound, 54 percent outbound).
Floor & Decor
Parking and Trip Generation Study
Page 12
May 2023
Table 1: Peak Parking Counts and Rates
Date in 2022
Time Period
Peak Time
Maximum
Number of
Occupied
Spaces Counted
Parking Rate
(spaces per
1,000 SF GLA)
Thur, Dec 1
Weekday AM
9:30 AM
42
0.47
Wed, Nov 30
Weekday PM
4:00 PM
47
0.53
89,240 GLA
Sat, Dec 3
Saturday Midday
1:30 PM
80
0.90
Tues, Nov 29
Weekday AM
9:30 AM
56
0.60
Tues, Nov 29
Weekday PM
4:15 PM
49
0.52
93,398 GLA
Sat, Dec 3
Saturday Midday
1:00 PM
76
0.81
Wed, Nov 30
Weekday AM
9:00 AM
40
0.46
Wed, Nov 30
Weekday PM
4:00 PM
37
0.43
86,610 GLA
Sat, Dec 3
Saturday Midday
12:15 PM
49
0.57
Wed, Nov 30
Weekday AM
9:00 AM, 9:15 AM
34
0.43
Wed, Nov 30
Weekday PM
5:00 PM
30
0.38
80,000 GLA
Sat, Dec 3
Saturday Midday
12:45 PM
50
0.63
Tues, Dec 6
Weekday AM
9:15 AM
37
0.49
Tues, Dec 6
Weekday PM
4:00 PM
31
0.41
75,000 GLA
Sat, Dec 3
Saturday Midday
2:00 PM
30
0.40
Tues, Dec 6
Weekday AM
8:45 AM
39
0.46
Tues, Dec 6
Weekday PM
4:30 PM
40
0.47
84,887 GLA
Sat, Dec 10
Saturday Midday 11:00 AM, 11:15 AM
38
0.45
Wed, Dec 7
Weekday AM
8:45 AM, 9:30 AM
31
0.41
Wed, Dec 7
Weekday PM
4:00 PM
27
0.36
74,880 GLA
Sat, Dec 10
Saturday Midday
1:30 PM
39
0.52
Thur, Dec 8
Weekday AM
9:30 AM
28
0.31
Tues, Dec 13
Weekday PM
5:15 PM, 5:30 PM
32
0.35
90,359 GLA
Sat, Dec 10
Saturday Midday
1:45 PM, 2:00 PM
39
0.43
Average weekday AM peak parking rate of all eight stores:
0.45
Average weekday PM peak parking rate of all eight stores:
0.43
Average Saturday midday peak parking rate of all eight stores:
0.59
Tuckwila, WA
Store Location and Size
Doral, FL
Alexandria, VA
Cypress, TX
North Charleston, SC
Pompano Beach, FL
Farmingdale, NY
Avon, MA
Floor & Decor
Parking and Trip Generation Study
Page 13
May 2023
Table 2: Peak Hour Trip Generation Summary
Date in 2022
Time Period
Peak Hour
Inbound
Trips
Outbound
Trips
Total
Trips
Trip Generation
Rate (Trips per
1,000 SF GLA)
Inbound Trip
Percentage
Outbound
Trip
Percentage
Thur, Dec 1
Weekday AM
7:45 AM to 8:45 AM
32
27
59
0.66
54%
46%
89,240 GLA
Wed, Nov 30
Weekday PM
4:00 PM to 5:00 PM
28
34
62
0.69
45%
55%
Tues, Nov 29
Weekday AM
8:30 AM to 9:30 AM
39
39
78
0.84
50%
50%
93,398 GLA
Tues, Nov 29
Weekday PM
4:00 PM to 5:00 PM
38
42
80
0.86
48%
52%
Wed, Nov 30
Weekday AM
8:00 AM to 9:00 AM
42
41
83
0.96
51%
49%
86,610 GLA
Wed, Nov 30
Weekday PM
4:15 PM to 5:15 PM
34
30
64
0.74
53%
47%
Wed, Nov 30
Weekday AM
8:30 AM to 9:30 AM
30
27
57
0.71
53%
47%
80,000 GLA
Wed, Nov 30
Weekday PM
5:30 PM to 6:30 PM
23
19
42
0.53
55%
45%
Tues, Dec 6
Weekday AM
8:30 AM to 9:30 AM
30
24
54
0.72
56%
44%
75,000 GLA
Tues, Dec 6
Weekday PM
4:00 PM to 5:00 PM
22
29
51
0.68
43%
57%
Tues, Dec 6
Weekday AM
8:30 AM to 9:30 AM
31
26
57
0.67
54%
46%
84,887 GLA
Tues, Dec 6
Weekday PM
4:00 PM to 5:00 PM
19
23
42
0.49
45%
55%
Wed, Dec 7
Weekday AM
8:30 AM to 9:30 AM
38
35
73
0.97
52%
48%
74,880 GLA
Wed, Dec 7
Weekday PM
4:00 PM to 5:00 PM
18
29
47
0.63
38%
62%
Thur, Dec 8
Weekday AM
8:30 AM to 9:30 AM
27
20
47
0.52
57%
43%
90,359 GLA
Tues, Dec 13
Weekday PM
5:00 PM to 6:00 PM
27
34
61
0.68
44%
56%
Average AM peak hour trip generation rate of all eight stores and inbound/outbound percentage
0.76
Average PM peak hour trip generation rate of all eight stores and inbound/outbound percentage
0.66
(53% in, 47% out)
(46% in, 54% out)
Doral, FL
Store Location and Size
Alexandria, VA
Pompano Beach, FL
Farmingdale, NY
North Charleston, SC
Cypress, TX
Avon, MA
Tuckwila, WA
Floor & Decor
Parking and Trip Generation Study
Page 14
May 2023
Summary
Table 3 presents the average weekday AM and PM peak parking and trip generation rates as
well as the average Saturday peak parking rate for the eight stores. Table 4 presents the highest
weekday AM and PM parking and trip generation rates observed as well as the highest Saturday
parking rate observed for the eight stores.
Table 3: Average Parking and Trip Generation Rates
Table 4: Highest Parking and Trip Generation Rates
Time Period
Average Peak Parking
Rate (Occupied Spaces
per 1,000 SF GLA)
Average Peak Hour
Trip Generation Rate
(Trips Per Hour Per
1,000 SF GLA)
Average Peak
Hour Inbound
Trip
Percentage
Average Peak
Hour
Outbound Trip
Percentage
AM Peak
0.45
0.76
53%
47%
PM Peak
0.43
0.66
46%
54%
Saturday Peak
0.59
-
AM Peak
0.60
Alexandria
0.97
Cypress
52%
48%
PM Peak
0.53
Doral
0.86
Alexandria
50%
50%
Saturday
Peak
0.90
Doral
Time
Period
Inbound Trip
Percentage at
Store with
Highest Trip
Generation
Outbound Trip
Percentage at
Store with
Highest Trip
Generation
-
Location of
Store with
Highest
Parking Rate
Location of
Store with
Highest Trip
Generation
Rate
Highest
Parking Rate
(Occupied
Spaces per
1,000 SF GLA)
Highest Trip
Generation
Rate (Trips
Per Hour Per
1,000 SF GLA)
Floor & Decor
Parking and Trip Generation Study
Page 15
May 2023
Trip and Parking Rate Comparisons
As mentioned previously, in order to determine the trip generation and required parking for a
proposed Floor & Decor store, municipalities have historically used parking and trip generation
rates that are based on studies for more traditional commercial retail stores. Table 5 shows the
average weekday AM and PM peak hour trip generation rates for similar land uses based on data
published by the Institute of Transportation Engineers (ITE) in Trip Generation, 11th Edition. As
shown in Table 5, the average weekday peak hour trip generation rates calculated for Floor &
Decor in this study are significantly lower than the average weekday peak hour trip generation
rates published by ITE for a Shopping Plaza or a Home Improvement Superstore.
Table 5: Trip Generation Rate Comparison
Floor & Decor
(From This Study)
Shopping Plaza (40-150k)
(ITE Land Use 821)
Home Improvement
Superstore
(ITE Land Use 862)
Weekday AM Peak
0.76
1.73
1.51
Weekday PM Peak
0.66
5.19
2.29
Average Peak Hour Trip Generation Rate
(Trips Per Hour Per 1,000 SF GLA)
Time Period
Floor & Decor
Parking and Trip Generation Study
Page 16
May 2023
Table 6 shows the weekday and Saturday peak parking rates for similar land uses based on data
published by ITE in Parking Generation, 5th Edition. As shown in Table 6, the average parking
rates calculated for Floor & Decor in this study are significantly lower than the average parking
rates published by ITE for a Shopping Center or a Home Improvement Superstore. Note that the
Shopping Plaza (40-150k) category (Land Use 821) was shown in Table 5, as that category of
shopping is consistent with the size of Floor & Decor stores. The Shopping Center (Land Use
820) category was shown in Table 6 because ITE does not separate the Shopping Center use
into specific square footage categories in the Parking Generation Manual as they do in the Trip
Generation Manual.
Table 6: Parking Rate Comparison
Floor & Decor
(From This Study)
Shopping Center
(ITE Land Use 820)
Home Improvement
Superstore
(ITE Land Use 862)
Weekday
0.45
1.95
2.42*
Saturday
0.59
2.91
3.36
*Friday Parking Rate Shown (Only Weekday Listed in ITE)
Time Period
Average Peak Parking Rate
(Parked Vehicles Per 1,000 SF GLA)
Floor & Decor
Parking and Trip Generation Study
Appendix A:
Sample Parking and Trip Generation Data Collection Sheets
N
ALEXANDRIA, VA 22304
4607 EISENHOWER AVE
FLOOR & DECOR
COLLECTION
PARKING DATA
FLOOR & DECOR
__ /10
__ /9
__ /6
__ /10
__ /10
__ /7
__ /11
__ /6
__ /9
__ /10
__ /9
__ /4
__ /16
__ /17
__ /9
__ /6
DATE:
TIME PERIOD:
DATA COLLECTOR:
EISENHOWER AVE
11/29/22
4:00
- 4:15pm
Adam O'Neill
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PARKING DATA
COLLECT/ON
Location ___________________________________________
Date _______________________________________________
Analyst ___________________________________________
From
To
7:00 AM
7:15 AM
7:15 AM
7:30 AM
7:30 AM
7:45 AM
7:45 AM
8:00 AM
8:00 AM
8:15 AM
8:15 AM
8:30 AM
8:30 AM
8:45 AM
8:45 AM
9:00 AM
9:00 AM
9:15 AM
9:15 AM
9:30 AM
Time
Inbound Vehicle Trips
Outbound Vehicle Trips
17651 Southcenter Pkwy - Floor&Decor
12-08-2022
Rodrigo Teran
3
1
6
3
4
2
3
2
9
6
6
6
5
6
3
3
5
5
14
6
Floor & Decor
Parking and Trip Generation Study
Appendix B:
Parking Data Collection
Location: Doral, FL
Time
Total Parked Vehicles
Time
Total Parked Vehicles
7:00 AM
17
4:00 PM
47
7:15 AM
19
4:15 PM
40
7:30 AM
21
4:30 PM
37
7:45 AM
20
4:45 PM
42
8:00 AM
28
5:00 PM
39
8:15 AM
24
5:15 PM
30
8:30 AM
30
5:30 PM
26
8:45 AM
30
5:45 PM
23
9:00 AM
35
6:00 PM
19
9:15 AM
37
6:15 PM
25
9:30 AM
42
6:30 PM
26
6:45 PM
26
7:00 PM
19
Time
Total Parked Vehicles
11:00 AM
54
11:15 AM
59
11:30 AM
61
11:45 AM
68
12:00 PM
60
12:15 PM
60
12:30 PM
66
12:45 PM
71
1:00 PM
73
1:15 PM
77
1:30 PM
80
1:45 PM
73
Saturday, December 3, 2022
Weekday PM Parking Data
Wednesday, November 30, 2022
Weekday AM Parking Data
Thursday, December 1, 2022
Saturday Midday Parking Data
Location: Alexandria, VA
Time
Total Parked Vehicles
Time
Total Parked Vehicles
7:00 AM
26
4:00 PM
47
7:15 AM
32
4:15 PM
49
7:30 AM
29
4:30 PM
45
7:45 AM
37
4:45 PM
45
8:00 AM
31
5:00 PM
42
8:15 AM
37
5:15 PM
35
8:30 AM
43
5:30 PM
33
8:45 AM
39
5:45 PM
38
9:00 AM
47
6:00 PM
33
9:15 AM
53
6:15 PM
27
9:30 AM
56
6:30 PM
29
6:45 PM
21
7:00 PM
17
Time
Total Parked Vehicles
11:00 AM
59
11:15 AM
62
11:30 AM
57
11:45 AM
63
12:00 PM
55
12:15 PM
62
12:30 PM
68
12:45 PM
66
1:00 PM
76
1:15 PM
69
1:30 PM
69
1:45 PM
64
2:00 PM
62
Saturday, December 3, 2022
Weekday AM Parking Data
Weekday PM Parking Data
Tuesday, November 29, 2022
Tuesday, November 29, 2022
Saturday Midday Parking Data
Location: Pompano Beach, FL
Time
Total Parked Vehicles
Time
Total Parked Vehicles
7:00 AM
12
4:00 PM
37
7:15 AM
10
4:15 PM
34
7:30 AM
11
4:30 PM
35
7:45 AM
24
4:45 PM
36
8:00 AM
29
5:00 PM
31
8:15 AM
31
5:15 PM
28
8:30 AM
31
5:30 PM
23
8:45 AM
36
5:45 PM
24
9:00 AM
40
6:00 PM
24
9:15 AM
39
6:15 PM
28
6:30 PM
24
6:45 PM
17
7:00 PM
14
Time
Total Parked Vehicles
11:00 AM
39
11:15 AM
41
11:30 AM
47
11:45 AM
48
12:00 PM
48
12:15 PM
49
12:30 PM
45
12:45 PM
45
1:00 PM
45
1:15 PM
44
1:30 PM
42
1:45 PM
36
2:00 PM
43
Saturday, December 3, 2022
Weekday AM Parking Data
Weekday PM Parking Data
Wednesday, November 30, 2022
Wednesday, November 30, 2022
Saturday Midday Parking Data
Location: Farmingdale, NY
Time
Total Parked Vehicles
Time
Total Parked Vehicles
7:00 AM
20
4:30 PM
24
7:15 AM
21
4:45 PM
25
7:30 AM
22
5:00 PM
30
7:45 AM
22
5:15 PM
20
8:00 AM
25
5:30 PM
21
8:15 AM
27
5:45 PM
18
8:30 AM
30
6:00 PM
21
8:45 AM
30
6:15 PM
23
9:00 AM
34
6:30 PM
18
9:15 AM
34
6:45 PM
14
Time
Total Parked Vehicles
11:00 AM
43
11:15 AM
42
11:30 AM
44
11:45 AM
44
12:00 PM
44
12:15 PM
45
12:30 PM
43
12:45 PM
50
1:00 PM
46
1:15 PM
40
1:30 PM
46
1:45 PM
44
Saturday, December 3, 2022
Weekday AM Parking Data
Weekday PM Parking Data
Tuesday, November 29, 2022
Wednesday, November 30, 2022
Saturday Midday Parking Data
Location: North Charleston, SC
Time
Total Parked Vehicles
Time
Total Parked Vehicles
7:00 AM
13
4:00 PM
31
7:15 AM
19
4:15 PM
25
7:30 AM
17
4:30 PM
22
7:45 AM
19
4:45 PM
19
8:00 AM
22
5:00 PM
21
8:15 AM
22
5:15 PM
21
8:30 AM
26
5:30 PM
17
8:45 AM
26
5:45 PM
13
9:00 AM
28
6:00 PM
10
9:15 AM
37
6:15 PM
13
9:30 AM
35
6:30 PM
13
6:45 PM
15
7:00 PM
12
Time
Total Parked Vehicles
11:00 AM
27
11:15 AM
26
11:30 AM
24
11:45 AM
23
12:00 PM
25
12:15 PM
23
12:30 PM
24
12:45 PM
22
1:00 PM
25
1:15 PM
25
1:30 PM
23
1:45 PM
29
2:00 PM
30
Saturday, December 3, 2022
Weekday AM Parking Data
Weekday PM Parking Data
Tuesday, December 6, 2022
Tuesday, December 6, 2022
Saturday Midday Parking Data
Location: Avon, MA
Time
Total Parked Vehicles
Time
Total Parked Vehicles
7:00 AM
22
4:00 PM
34
7:15 AM
25
4:15 PM
35
7:30 AM
28
4:30 PM
40
7:45 AM
27
4:45 PM
31
8:00 AM
29
5:00 PM
28
8:15 AM
30
5:15 PM
29
8:30 AM
38
5:30 PM
27
8:45 AM
39
5:45 PM
29
9:00 AM
38
6:00 PM
29
9:15 AM
36
6:15 PM
30
6:30 PM
26
6:45 PM
29
Time
Total Parked Vehicles
11:00 AM
38
11:15 AM
38
11:30 AM
35
11:45 AM
31
12:00 PM
28
12:15 PM
30
12:30 PM
30
12:45 PM
35
1:00 PM
34
1:15 PM
37
1:30 PM
36
1:45 PM
34
Saturday, December 10, 2022
Weekday AM Parking Data
Weekday PM Parking Data
Tuesday, December 6, 2022
Tuesday, December 6, 2022
Saturday Midday Parking Data
Location: Cypress, TX
Time
Total Parked Vehicles
Time
Total Parked Vehicles
7:00 AM
18
4:00 PM
27
7:15 AM
18
4:15 PM
19
7:30 AM
16
4:30 PM
17
7:45 AM
20
4:45 PM
15
8:00 AM
23
5:00 PM
17
8:15 AM
24
5:15 PM
17
8:30 AM
26
5:30 PM
15
8:45 AM
31
5:45 PM
16
9:00 AM
25
6:00 PM
13
9:15 AM
30
6:15 PM
17
9:30 AM
31
6:30 PM
18
6:45 PM
17
7:00 PM
12
Time
Total Parked Vehicles
11:00 AM
26
11:15 AM
25
11:30 AM
25
11:45 AM
29
12:00 PM
25
12:15 PM
27
12:30 PM
26
12:45 PM
27
1:00 PM
31
1:15 PM
37
1:30 PM
39
1:45 PM
32
2:00 PM
28
Saturday, December 10, 2022
Weekday AM Parking Data
Weekday PM Parking Data
Wednesday, December 7, 2022
Wednesday, December 7, 2022
Saturday Midday Parking Data
Location: Tuckwila, WA
Time
Total Parked Vehicles
Time
Total Parked Vehicles
7:00 AM
7
4:00 PM
22
7:15 AM
12
4:15 PM
23
7:30 AM
14
4:30 PM
25
7:45 AM
16
4:45 PM
25
8:00 AM
16
5:00 PM
27
8:15 AM
22
5:15 PM
32
8:30 AM
18
5:30 PM
32
8:45 AM
20
5:45 PM
26
9:00 AM
18
6:00 PM
26
9:15 AM
22
6:15 PM
19
9:30 AM
28
6:30 PM
18
6:45 PM
19
7:00 PM
13
Time
Total Parked Vehicles
11:00 AM
37
11:15 AM
36
11:30 AM
31
11:45 AM
29
12:00 PM
30
12:15 PM
28
12:30 PM
32
12:45 PM
29
1:00 PM
30
1:15 PM
33
1:30 PM
35
1:45 PM
39
2:00 PM
39
Saturday, December 10, 2022
Weekday AM Parking Data
Weekday PM Parking Data
Thursday, December 8, 2022
Tuesday, December 13, 2022
Saturday Midday Parking Data
Floor & Decor
Parking and Trip Generation Study
Appendix C:
Trip Generation Data Collection
Location: Doral, FL
From
To
Inbound
Trips
Outbound
Trips
Total Trips
7:00 AM
7:15 AM
2
1
3
7:15 AM
7:30 AM
6
1
7
7:30 AM
7:45 AM
3
6
9
7:45 AM
8:00 AM
9
4
13
8:00 AM
8:15 AM
10
5
15
8:15 AM
8:30 AM
7
12
19
8:30 AM
8:45 AM
6
6
12
8:45 AM
9:00 AM
5
3
8
9:00 AM
9:15 AM
9
11
20
9:15 AM
9:30 AM
11
4
15
From
To
Inbound
Trips
Outbound
Trips
Total Trips
4:00 PM
4:15 PM
8
8
16
4:15 PM
4:30 PM
4
8
12
4:30 PM
4:45 PM
8
4
12
4:45 PM
5:00 PM
8
14
22
5:00 PM
5:15 PM
5
10
15
5:15 PM
5:30 PM
5
6
11
5:30 PM
5:45 PM
5
7
12
5:45 PM
6:00 PM
5
3
8
6:00 PM
6:15 PM
6
4
10
6:15 PM
6:30 PM
3
3
6
6:30 PM
6:45 PM
5
5
10
6:45 PM
7:00 PM
5
8
13
Total 59
Trips
Total 62
Trips
Weekday AM Trip Generation
Thursday, December 1, 2022
Weekday PM Trip Generation
Wednesday, November 30, 2022
Location: Alexandria, VA
From
To
Inbound
Trips
Outbound
Trips
Total Trips
7:00 AM
7:15 AM
10
6
16
7:15 AM
7:30 AM
5
7
12
7:30 AM
7:45 AM
11
9
20
7:45 AM
8:00 AM
7
9
16
8:00 AM
8:15 AM
10
7
17
8:15 AM
8:30 AM
7
6
13
8:30 AM
8:45 AM
5
10
15
8:45 AM
9:00 AM
11
9
20
9:00 AM
9:15 AM
12
9
21
9:15 AM
9:30 AM
11
11
22
From
To
Inbound
Trips
Outbound
Trips
Total Trips
4:00 PM
4:15 PM
10
12
22
4:15 PM
4:30 PM
13
13
26
4:30 PM
4:45 PM
6
8
14
4:45 PM
5:00 PM
9
9
18
5:00 PM
5:15 PM
8
13
21
5:15 PM
5:30 PM
5
7
12
5:30 PM
5:45 PM
6
5
11
5:45 PM
6:00 PM
13
9
22
6:00 PM
6:15 PM
6
9
15
6:15 PM
6:30 PM
12
13
25
6:30 PM
6:45 PM
5
9
14
6:45 PM
7:00 PM
1
5
6
Weekday AM Trip Generation
Tuesday, November 29, 2022
Weekday PM Trip Generation
Tuesday, November 29, 2022
Total 80
Trips
Total 78
Trips
Location: Pompano Beach, FL
From
To
Inbound
Trips
Outbound
Trips
Total Trips
7:00 AM
7:15 AM
3
1
4
7:15 AM
7:30 AM
1
1
2
7:30 AM
7:45 AM
2
2
4
7:45 AM
8:00 AM
8
1
9
8:00 AM
8:15 AM
12
9
21
8:15 AM
8:30 AM
8
7
15
8:30 AM
8:45 AM
9
10
19
8:45 AM
9:00 AM
13
15
28
9:00 AM
9:15 AM
11
5
16
9:15 AM
9:30 AM
8
9
17
From
To
Inbound
Trips
Outbound
Trips
Total Trips
4:00 PM
4:15 PM
3
6
9
4:15 PM
4:30 PM
11
7
18
4:30 PM
4:45 PM
12
9
21
4:45 PM
5:00 PM
5
8
13
5:00 PM
5:15 PM
6
6
12
5:15 PM
5:30 PM
4
3
7
5:30 PM
5:45 PM
3
3
6
5:45 PM
6:00 PM
6
6
12
6:00 PM
6:15 PM
7
1
8
6:15 PM
6:30 PM
7
6
13
6:30 PM
6:45 PM
1
6
7
6:45 PM
7:00 PM
3
5
8
Total 64
Trips
Weekday AM Trip Generation
Wednesday, November 30, 2022
Weekday PM Trip Generation
Wednesday, November 30, 2022
Total 83
Trips
Location: Farmingdale, NY
From
To
Inbound
Trips
Outbound
Trips
Total Trips
7:00 AM
7:15 AM
3
0
3
7:15 AM
7:30 AM
0
3
3
7:30 AM
7:45 AM
5
1
6
7:45 AM
8:00 AM
8
3
11
8:00 AM
8:15 AM
4
8
12
8:15 AM
8:30 AM
6
6
12
8:30 AM
8:45 AM
7
3
10
8:45 AM
9:00 AM
10
8
18
9:00 AM
9:15 AM
5
7
12
9:15 AM
9:30 AM
8
9
17
From
To
Inbound
Trips
Outbound
Trips
Total Trips
4:30 PM
4:45 PM
2
3
5
4:45 PM
5:00 PM
2
2
4
5:00 PM
5:15 PM
4
4
8
5:15 PM
5:30 PM
4
3
7
5:30 PM
5:45 PM
7
5
12
5:45 PM
6:00 PM
4
4
8
6:00 PM
6:15 PM
6
2
8
6:15 PM
6:30 PM
6
8
14
6:30 PM
6:45 PM
4
7
11
6:45 PM
7:00 PM
3
5
8
Total 42
Trips
Weekday AM Trip Generation
Wednesday, November 30, 2022
Weekday PM Trip Generation
Wednesday, November 30, 2022
Total 57
Trips
Location: North Charleston, SC
From
To
Inbound
Trips
Outbound
Trips
Total Trips
7:00 AM
7:15 AM
10
2
12
7:15 AM
7:30 AM
4
5
9
7:30 AM
7:45 AM
5
4
9
7:45 AM
8:00 AM
4
4
8
8:00 AM
8:15 AM
5
5
10
8:15 AM
8:30 AM
4
2
6
8:30 AM
8:45 AM
9
6
15
8:45 AM
9:00 AM
5
4
9
9:00 AM
9:15 AM
8
5
13
9:15 AM
9:30 AM
8
9
17
From
To
Inbound
Trips
Outbound
Trips
Total Trips
4:00 PM
4:15 PM
8
10
18
4:15 PM
4:30 PM
5
5
10
4:30 PM
4:45 PM
4
9
13
4:45 PM
5:00 PM
5
5
10
5:00 PM
5:15 PM
6
6
12
5:15 PM
5:30 PM
4
3
7
5:30 PM
5:45 PM
5
6
11
5:45 PM
6:00 PM
6
7
13
6:00 PM
6:15 PM
3
1
4
6:15 PM
6:30 PM
5
1
6
6:30 PM
6:45 PM
1
2
3
6:45 PM
7:00 PM
1
6
7
Total 51
Trips
Weekday AM Trip Generation
Tuesday, December 6, 2022
Total 54
Trips
Weekday PM Trip Generation
Tuesday, December 6, 2022
Location: Avon, MA
From
To
Inbound
Trips
Outbound
Trips
Total Trips
7:00 AM
7:15 AM
3
0
3
7:15 AM
7:30 AM
2
3
5
7:30 AM
7:45 AM
7
2
9
7:45 AM
8:00 AM
4
3
7
8:00 AM
8:15 AM
2
7
9
8:15 AM
8:30 AM
4
2
6
8:30 AM
8:45 AM
12
4
16
8:45 AM
9:00 AM
6
8
14
9:00 AM
9:15 AM
6
10
16
9:15 AM
9:30 AM
7
4
11
From
To
Inbound
Trips
Outbound
Trips
Total Trips
4:00 PM
4:15 PM
2
6
8
4:15 PM
4:30 PM
8
3
11
4:30 PM
4:45 PM
5
7
12
4:45 PM
5:00 PM
0
8
8
5:00 PM
5:15 PM
6
5
11
5:15 PM
5:30 PM
3
4
7
5:30 PM
5:45 PM
3
3
6
5:45 PM
6:00 PM
6
4
10
6:00 PM
6:15 PM
5
6
11
6:15 PM
6:30 PM
1
1
2
6:30 PM
6:45 PM
2
5
7
6:45 PM
7:00 PM
1
6
7
Total 42
Trips
Weekday AM Trip Generation
Tuesday, December 6, 2022
Total 57
Trips
Weekday PM Trip Generation
Tuesday, December 6, 2022
Location: Cypress, TX
From
To
Inbound
Trips
Outbound
Trips
Total Trips
7:00 AM
7:15 AM
4
0
4
7:15 AM
7:30 AM
2
3
5
7:30 AM
7:45 AM
4
1
5
7:45 AM
8:00 AM
5
2
7
8:00 AM
8:15 AM
4
6
10
8:15 AM
8:30 AM
6
3
9
8:30 AM
8:45 AM
6
4
10
8:45 AM
9:00 AM
13
14
27
9:00 AM
9:15 AM
12
5
17
9:15 AM
9:30 AM
7
12
19
From
To
Inbound
Trips
Outbound
Trips
Total Trips
4:00 PM
4:15 PM
5
17
22
4:15 PM
4:30 PM
6
7
13
4:30 PM
4:45 PM
2
4
6
4:45 PM
5:00 PM
5
1
6
5:00 PM
5:15 PM
3
5
8
5:15 PM
5:30 PM
6
6
12
5:30 PM
5:45 PM
4
3
7
5:45 PM
6:00 PM
4
6
10
6:00 PM
6:15 PM
5
2
7
6:15 PM
6:30 PM
2
4
6
6:30 PM
6:45 PM
3
4
7
6:45 PM
7:00 PM
1
7
8
Total 47
Trips
Weekday AM Trip Generation
Wednesday, December 7, 2022
Total 73
Trips
Weekday PM Trip Generation
Wednesday, December 7, 2022
Location: Tuckwila, WA
From
To
Inbound
Trips
Outbound
Trips
Total Trips
7:00 AM
7:15 AM
3
1
4
7:15 AM
7:30 AM
6
3
9
7:30 AM
7:45 AM
4
2
6
7:45 AM
8:00 AM
3
2
5
8:00 AM
8:15 AM
9
6
15
8:15 AM
8:30 AM
6
6
12
8:30 AM
8:45 AM
5
6
11
8:45 AM
9:00 AM
3
3
6
9:00 AM
9:15 AM
5
5
10
9:15 AM
9:30 AM
14
6
20
From
To
Inbound
Trips
Outbound
Trips
Total Trips
4:00 PM
4:15 PM
7
7
14
4:15 PM
4:30 PM
3
3
6
4:30 PM
4:45 PM
11
5
16
4:45 PM
5:00 PM
7
3
10
5:00 PM
5:15 PM
5
4
9
5:15 PM
5:30 PM
6
10
16
5:30 PM
5:45 PM
10
12
22
5:45 PM
6:00 PM
6
8
14
6:00 PM
6:15 PM
2
6
8
6:15 PM
6:30 PM
3
8
11
6:30 PM
6:45 PM
6
6
12
6:45 PM
7:00 PM
3
6
9
Total 61
Trips
Weekday AM Trip Generation
Thursday, December 8, 2022
Total 47
Trips
Weekday PM Trip Generation
Tuesday, December 13, 2022