Application Packet

Florid a Office / 18 25 Riverview Drive / Melb ourne, FL 3290 1 / T 260 .424 .2222 • F 8 88 .78 1.3213 
Ind iana Office / 4 218 Hob son Court, Suite B / Fort Wayne, IN 4 68 15 / T 260 .424 .2222 • F 8 88 .78 1.3213 
www.ticold.com 
 
  
 
PROJECT NARRATIVE 
Proposed 320,160 square foot Cold Storage facility for the storage and 
distribution of frozen food products throughout the region. The Warehouse, 
docks and support area will be constructed out of Insulated Metal Panels.  
Two-Story office, with full height glass and accent wall will be constructed 
from Architectural Panels. The building includes: 
 
• -20 degrees to +60 degree Fully Convertible Storage Space 
• Warehouse space broken into 5 rooms for flexibility. 
• 60’ deep Refrigerated Dock 
• 40’ deep Refrigerated, Rail Dock 
• Connected access to Class 1 Rail through BNSF Railway 
• 50’ clear height with 6 to 8 high pallet racking 
• Approximately 39,400 pallet positions 
• Two-Story Employee Office with accommodations for Truckers 
• Approximately 15 miles northwest of downtown Phoenix 
• Pre-Approved Foreign Trade Zone 
• Conveniently located near Loop 303, Loop 101 & Northern Parkway

kimley-horn.com 
7740 North 16th Street, Suite 300, Phoenix, AZ 85020 
602 944 5500 
 
MEMORANDUM 
To: 
Mr. Jose A. Macias 
City of El Mirage Community Development – Planning & Zoning 
From: 
Traver Jones, P.E. 
Kimley-Horn and Associates, Inc. 
Date: 
April 5, 2021 
Subject: 
Parking Waiver for Tippmann Innovation Cold Storage Facility 
Mr. Macias: 
The purpose of this memorandum is to provide justification for the auto parking provided for the Tippmann 
Innovation Cold Storage Facility located at 13000 West Joe R. Ramirez Road.  The proposed 
development will consist of a new 320,160 square foot cold storage building with associated truck docks, 
trailer storage, auto parking, rail spur, and site infrastructure.  The proposed building will include 12,000 
square feet of office space. 
The City of El Mirage Zoning Ordinance Section 154.105.E.2 provides the typical number of parking 
spaces required based on building size and building use.  The most similar application to the proposed 
cold storage building would be the “Warehousing, storage, or handling of bulk goods” use.  This use 
category requires one space per 1,000 square feet of floor area devoted to storage of goods, plus one 
space for each employee on maximum shift, plus one space for each company truck not stored inside of 
building, plus appropriate spaces to support accessory office or retail sales facilities, subject to the office 
and/or retail sales parking requirements.  Surrounding jurisdictions, including Peoria, Goodyear, Phoenix, 
and others have similar parking requirements for industrial/warehouse uses. 
As previously noted, the proposed building will be a specialty building designed for cold storage 
distribution center.  The majority of the building will be held at temperatures ranging from -10° to 35° and 
will therefore see far less occupancy than a similarly sized industrial/warehouse building.  The developer, 
Tippmann Innovations, has constructed hundreds of cold storage facilities across the country and is an 
industry leader in cold storage facilities.  The proposed building is designed to accommodate two tenants, 
and each tenant will have approximately 10 office employees and 20 warehouse employees.  This would 
result in 60 anticipated employees on the site at any time.  The development provides a total of 102 
parking spaces, which will accommodate the employees and will have adequate additional spaces for 
shift changes, visitor parking, and other additional parking requirements 
As previously noted, Tippmann Innovations has developed numerous similar cold storage distribution 
centers across the country.  Table 1 below outlines their recent projects with the provided parking at each 
facility.

Page 2 
kimley-horn.com 
7740 North 16th Street, Suite 300, Phoenix, AZ 85020 
602 944 5500 
 
Table 1: Tippmann Innovations Recent Development Parking 
Location 
Building Area (SF) 
Parking Provided 
Woodburn, IN 
195,600 
18 
Sioux Falls, SD 
330,000 
40 
Columbus, OH 
142,500 
43 
Burien, WA 
242,000 
41 
El Mirage, AZ 
320,000 
102 
Based on the unique use and the developer’s extensive experience in developing similar projects, the 102 
provided stalls will be sufficient for the proposed development.  Furthermore, should additional parking be 
required, there is additional site area where parking stalls could be added should the future need arise.  
Based on the unique building usage and the developer’s extensive experience with this product type, the 
proposed 102 parking stalls are anticipated to be sufficient to serve the development.  Feel free to contact 
me at traver.jones@kimley-horn.com should you have any questions. 
Sincerely, 
 
Traver Jones, P.E.

Description:
Calculations based upon EPCOR Developer & Engineering Guide Arizona Administrative Code and Arizona Administrative Code
Dry Peaking Factor (DPF)=
3.00
per EPCOR Wastewater Design Criteria, Table 1
Wet Weather Infiltration Percentage of Peak Dry Flow Rate (WPF)=
10%
Fc= (CF*P)
Fc = Sewage Design Flow
CF = Sewage Demand Rate per AAC
P = Demand Criteria
Building
Use
gpd
unit
Area
unit
Warehouse
Warehouse
25
1,000 sf
320,160
sf
8,004
Total
8,004
Fc =
8,004
GPD
Fc =
5.56
GPM
Anticipated Flowrate
Flowrate w/ Dry Peaking Factor (Fd) = (DPF*Fc)
Flowrate w/ Wet Peaking Factor (Fw) = Fd*(1+WPF)
Fd =
16.68
GPM
Fw =
18.34
GPM
Capacity Calculation:
Diameter =
6
in
Cross-Section Area =
0.20
ft2
Min Design Slope =
0.0110 ft/ft
Max Design Slope =
0.0397 ft/ft
Manning's "n" =
0.013
Meet Criteria?
Min Full Flow Velocity =
3.0
> 2 ft/s
YES
Max Full Flow Velocity =
5.7
< 9 ft/s
YES
Full Flow Capacity =
264
gpm > Fw
YES
Warehouse 6" Private Sewer Sevice
A new 6" public SDR 35 PVC sewer service is proposed to service the cold storage facility at Copperwing Logistic Park located at the NWC of Joe
R Ramirez Road and Dysart Road in El Mirage, Arizona. The new 6" private sewer service will connect to an existing manhole located to the south
in Joe R Ramirez Road. Sewer demand calculations are based on peaking factors and the building area for the proposed warehouse as outlined in
Design Sewage Flow Calculations
Sewage Demand Rate
Demand Criteria
Sewage
Design Flow
[GPD]
Assumption
4/5/2021
K:\PHX_LA\291556000_TICD El Mirage\Reports\Sewer\2021-03-26 Sewer Demands.xlsx
KHA Project No. 291556000
1 of 2

Worksheet for 6" Sewer Service
Project Description
Manning
Formula
Friction Method
Full Flow
Capacity
Solve For
Input Data
0.013
Roughness Coefficient
ft/ft
0.011
Channel Slope
in
6.0
Normal Depth
in
6.0
Diameter
gpm
264.12
Discharge
Results
gpm
264.12
Discharge
in
6.0
Normal Depth
ft²
0.2
Flow Area
ft
1.6
Wetted Perimeter
in
1.5
Hydraulic Radius
ft
0.00
Top Width
in
4.7
Critical Depth
%
100.0
Percent Full
ft/ft
0.012
Critical Slope
ft/s
3.00
Velocity
ft
0.14
Velocity Head
ft
0.64
Specific Energy
(N/A)
Froude Number
gpm
284.12
Maximum Discharge
gpm
264.12
Discharge Full
ft/ft
0.011
Slope Full
Undefined
Flow Type
GVF Input Data
in
0.0
Downstream Depth
ft
0.0
Length
0
Number Of Steps
GVF Output Data
in
0.0
Upstream Depth
N/A
Profile Description
ft
0.00
Profile Headloss
%
0.0
Average End Depth Over Rise
%
0.0
Normal Depth Over Rise
ft/s
0.00
Downstream Velocity
ft/s
0.00
Upstream Velocity
in
6.0
Normal Depth
in
4.7
Critical Depth
ft/ft
0.011
Channel Slope
ft/ft
0.012
Critical Slope
Page 1 of 1
27 Siemon Company Drive Suite 200 W
Watertown, CT 06795 USA  +1-203-755-1666
4/2/2021
FlowMaster
[10.03.00.03]
Bentley Systems, Inc.  Haestad Methods Solution
Center
6-inch Sewer Service.fm8

CERTIFICATION:
DRAWING TITLE:
JOB NO.
SHEET :
CAD FILE:
DRAWN BY:
DATE:
REVISIONS:
PROJECT:
NEW  FACILITY  FOR:
ARCHITECTURE       ENGINEERING
PRANGER GROUP INC.
343 AIRPORT NORTH OFFICE PARK
FORT WAYNE, IN 46825
PHONE 260.471.4901             FAX 260.484.6068
WEST JOE RAMIREZ ROAD
EL MIRAGE, AZ  85335
TiDB
A2.2
EXTERIOR BUILDING
VIEW
180156-A2.0
10/30/2020
180148

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CERTIFICATION:
DRAWING TITLE:
JOB NO.
SHEET :
CAD FILE:
DRAWN BY:
DATE:
REVISIONS:
PROJECT:
NEW  FACILITY  FOR:
ARCHITECTURE       ENGINEERING
PRANGER GROUP INC.
343 AIRPORT NORTH OFFICE PARK
FORT WAYNE, IN 46825
PHONE 260.471.4901             FAX 260.484.6068
WEST JOE RAMIREZ ROAD
EL MIRAGE, AZ  85335
TiDB
A2.0
EXTERIOR
BUILDING
ELEVATIONS
180156-A2.0
3/19/2021
180156
1
SOUTH BUILDING ELEVATION
AT DOCK &  OFFICE
2
WEST BUILDING ELEVATION
AT WAREHOUSE, DOCK & OFFICE
3
NORTH BUILDING ELEVATION
AT RAIL DOCK
4
EAST BUILDING ELEVATION
AT WAREHOUSE & DOCK

ER
PROP. BUILDING
FF=106.83
320,160 SF
DYSART ROAD
JOE R RAMIREZ ROAD
∆
OFFICE
OFFICE
VICINITY MAP
NORTH
PRELIMINARY SITE PLAN
SP1
1
1
LAND SURVEYOR
CIVIL ENGINEER
DEVELOPER/OWNER
ARCHITECT
SITE DATA

JOE R RAMIREZ ROAD
PROP. BUILDING
FF=106.83
320,160 SF
VICINITY MAP
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
0
4
/
0
5
/
2
0
2
1
PRELIMINARY LANDSCAPE PLAN
LS1
2
1
EPS GROUP
1130 N ALMA SCHOOL ROAD, SUITE 120
MESA, AZ 85201
PH: (480) 503-2250
CONTACT: ROBERT JOHNSTON, R.L.S.
LAND SURVEYOR
CIVIL ENGINEER
KIMLEY-HORN AND ASSOCIATES, INC
7740 N. 16TH STREET, SUITE 300
PHOENIX, AZ 85020
PH: (602) 944-5500
CONTACT: TRAVER JONES, PE
TI COLD DEVELOPMENT
4218 HOBSON COURT, SUITE B
FORT WAYNE, IN 46815
PH: (260) 424-2222
CONTACT: RICK COX
DEVELOPER/OWNER
ARCHITECT
PRANGER GROUP INC.
343 AIRPORT NORTH OFFICE PARK
FORT WAYNE, IN 46825
PH: (260) 471-4901
CONTACT: JOSH PRANGER
MATCH LINE: SEE SHEET LS2
LANDSCAPE ARCHITECT
KIMLEY-HORN AND ASSOCIATES, INC
7740 N. 16TH STREET, SUITE 300
PHOENIX, AZ 85020
PH: (602) 906-1103
CONTACT: ANDREW VALESTIN
NORTH
QTY
BOTANICAL NAME / COMMON NAME
SIZE
TREES
SHRUBS
PLANTING LEGEND
Chilopsis linearis
   Desert Willow
Prosopis x 'AZT'
   Thornless Mesquite
QTY
BOTANICAL NAME / COMMON NAME
SIZE
Leucophyllum frutescens 'Compacta'
   Compact Texas Sage
Ruellia peninsularis
   Desert Ruellia
5 Gal.
5 Gal.
GROUNDCOVERS/GRASSES
QTY
BOTANICAL NAME / COMMON NAME
SIZE
Lantana montevidensis
   Purple Trailing Lantana
1 Gal.
MATERIALS
QTY
DESCRIPTION
55
39
40
Boutelua gracilis 'Blonde Ambition"
    Blond Ambition Blue Grama Grass
1 Gal.
24
Olneys tesota
   Ironwood
202
164
218
80
130
77
Simmondsia chinensis 'Vista'
   Compact Jojoba
Tecoma stans 'Gold Star'
   Yellow Bells
5 Gal.
5 Gal.
15 GAL.
24" BOX
15 GAL.
24" BOX.
5 Gal.
91
Dodonea viscosa
   Green Hopbush
5 Gal.
178
Ceasalpinia pulcherrima
    Red Birds of Paradise
5 Gal.
49
Ambrosia deltoidia
   Triangle Leaf Bursage
Quercus virginiana
   Live Oak
Decomposed Granite (Submit Sample to Owner for Approval)
   12" Screened, Rusty Nickel, 2" Depth Min.
366,800
ACCENTS
QTY
BOTANICAL NAME / COMMON NAME
SIZE
12" Ht. Min., 12" Width Min.,
5 Gallon Min.
5 Gal.
23
58
Agave parryi
   Parry's Agave
Hesperaloe funifera
   Giant Yucca
5 Gal.
92
Hesperaloe parviflora 'Desert Dusk'
    Desert Dusk Red Yucca
5 Gal.
94
Fouquieria splendens
    Ocotillo

ER
TRANS.
JOE R RAMIREZ ROAD
DYSART ROAD
PROP. BUILDING
FF=106.83
320,160 SF
VICINITY MAP
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
0
4
/
0
5
/
2
0
2
1
PRELIMINARY LANDSCAPE PLAN
LS2
2
1
MATCH LINE: SEE SHEET LS1
NORTH
CITY OF EL MIRAGE LANDSCAPE REQUIREMENTS
DYSART  RD
·
1 TREE PER 30 LF
6 SHRUBS PER 30 LF
JOE E RAMIREZ RD
·
1 TREE PER 30 LF
6 SHRUBS PER 30 LF
TREE SIZING IN STREETSCAPE
·
50% - 24" BOX
50% - 15 GAL.
GROUNDCOVER IN LANDSCAPE
·
60% MIN. LIVE COVERAGE
686 LF
23 TREES
138 SHRUBS
1,180 LF
40 TREES
236 SHRUBS
(63 TOTAL TREES)
32 TREES
31 TREES
60% LIVE COVERAGE
PARKING LOT
·
1 TREE PER 5 SPACES
·
1 ISLAND PER 10 SPACES 
(10' MIN.)
·
LANDSCAPE COVERAGE: 10% OF
PARKING AREA (240,358 SF)
20 TREES
10 ISLAND
24,036 SF / 10%
26 TREES
12 ISLANDS
116,298 SF / 48.4%
24 TREES
138 SHRUBS
40 TREES
248 SHRUBS
32 TREES
31 TREES
PROVIDED
REQUIREMENT
REQUIRED
PROVIDED
GENERAL LANDSCAPE
·
TREES: 50% MIN. 24" BOX+
(158 TOTAL) MIN. 15 GAL.
·
SHRUBS: 5 GAL. MIN.
·
TURF: LIMITED TO 50% OF SITE
·
RETENTION BASINS: 50% LIVE
COVERAGE ON SLOPES, 
4:1 MAX SLOPES
·
LANDSCAPE COVERAGE: 10% OF
TOTAL SITE (TOTAL: 988,488 SF)
(79) 24" BOX TREES
(79) 15 GAL. TREES
5 GAL. MIN.
MAX 50% TURF
50% LIVE COVERAGE
4:1 MAX SLOPES
98,849 SF / 10%
(79) 24" BOX TREES
(79) 15 GAL. TREES
PROVIDED
NONE
PROVIDED
PROVIDED
369,713 SF / 37.4%
STREETSCAPE LANDSCAPE
BOTANICAL NAME / COMMON NAME
SIZE
TREES
SHRUBS
PLANTING LEGEND
Chilopsis linearis
   Desert Willow
Prosopis x 'AZT'
   Thornless Mesquite
BOTANICAL NAME / COMMON NAME
SIZE
Leucophyllum frutescens 'Compacta'
   Compact Texas Sage
Ruellia peninsularis
   Desert Ruellia
5 Gal.
5 Gal.
GROUNDCOVERS/GRASSES
BOTANICAL NAME / COMMON NAME
SIZE
Lantana montevidensis
   Purple Trailing Lantana
1 Gal.
MATERIALS
DESCRIPTION
Boutelua gracilis 'Blonde Ambition"
    Blond Ambition Blue Grama Grass
1 Gal.
Olneys tesota
   Ironwood
Simmondsia chinensis 'Vista'
   Compact Jojoba
Tecoma stans 'Gold Star'
   Yellow Bells
5 Gal.
5 Gal.
15 GAL.
24" BOX
15 GAL.
24" BOX.
5 Gal.
Dodonea viscosa
   Green Hopbush
5 Gal.
Ceasalpinia pulcherrima
    Red Birds of Paradise
5 Gal.
Ambrosia deltoidia
   Triangle Leaf Bursage
Quercus virginiana
   Live Oak
Decomposed Granite (Submit Sample to Owner for Approval)
   12" Screened, Rusty Nickel, 2" Depth Min.
ACCENTS
BOTANICAL NAME / COMMON NAME
SIZE
12" Ht. Min., 12" Width Min.,
5 Gallon Min.
5 Gal.
Agave parryi
   Parry's Agave
Hesperaloe funifera
   Giant Yucca
5 Gal.
Hesperaloe parviflora 'Desert Dusk'
    Desert Dusk Red Yucca
5 Gal.
Fouquieria splendens
    Ocotillo

JOE R RAMIREZ ROAD
PROP. BUILDING
FF=106.50
320,160 SF
0.4
0.3
0
0.9
0.8
0.8
0.8
0.8
0.8
0.7
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0.1
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0.0
0.2
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0.1
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0.1
0.2
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0.2
0.0
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.0
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0
0.3
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0.5
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0.5
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0.7
0.5
0.5
0.7
0.9
1.1
1.3
1.4
1.3
1.1
1.0
0.9
0.9
0.9
1.0
1.1
1.3
1.5
1.4
1.3
1.1
0.9
0.9
1.0
0.9
1.0
1.2
1.3
1.4
1.3
1.1
1.1
1.3
1.4
1.4
1.2
1.0
0.9
0.9
0.9
0.9
1.1
1.2
1.4
1.5
1.4
0.6
0.6
0.7
0.8
0.5
0.6
0.7
0.9
1.1
1.3
1.4
1.3
1.1
1.0
0.9
1.0
0.9
1.0
1.2
1.3
1.4
1.4
1.3
1.1
1.0
0.9
0.9
0.9
1.0
1.2
1.3
1.3
1.3
1.1
1.1
1.3
1.4
1.3
1.2
1.0
0.9
0.9
0.9
1.0
1.1
1.3
1.4
1.4
1.4
0.7
0.8
0.8
0.9
0.5
0.6
0.7
0.9
1.1
1.3
1.3
1.3
1.1
1.1
1.0
1.0
1.0
1.1
1.2
1.3
1.4
1.3
1.2
1.1
1.1
1.0
1.0
1.0
1.1
1.2
1.3
1.3
1.2
1.1
1.1
1.2
1.3
1.3
1.2
1.1
1.0
1.0
1.0
1.0
1.1
1.2
1.3
1.4
1.3
1.0
1.0
1.0
1.0
0.6
0.7
0.8
0.9
1.0
1.1
1.2
1.2
1.1
1.1
1.1
1.2
1.2
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.2
1.2
1.1
1.1
1.1
1.2
1.2
1.1
1.0
1.0
1.1
1.2
1.2
1.1
1.1
1.1
1.2
1.2
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.1
1.0
0.6
0.8
0.8
1.0
1.0
1.1
1.1
1.2
1.2
1.2
1.2
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.3
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.3
1.2
1.2
1.1
1.0
0.6
0.7
0.9
1.0
1.1
1.1
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.0
1.0
0.5
0.6
0.7
0.8
0.9
1.0
1.0
1.0
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.0
1.0
1.0
1.0
0.9
0.8
0.8
0.8
0.8
0.8
0.9
1.0
1.0
1.0
1.0
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.0
1.0
1.0
0.9
1.0
1.0
0.8
0.4
0.4
0.5
0.6
0.7
0.7
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.7
0.7
0.7
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.9
0.9
0.9
0.8
0.7
0.5
0.4
0.3
0.3
0.4
0.4
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.7
0.7
0.7
0.8
0.8
0.8
0.7
0.7
0.5
0.4
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.6
0.6
0.6
0.7
0.8
0.7
0.7
0.6
0.5
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.4
0.5
0.5
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.5
0.5
0.6
0.7
0.7
0.7
0.7
0.6
0.6
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.5
0.5
0.6
0.6
0.6
0.5
0.6
0.6
0.8
0.9
1.0
1.0
1.0
0.9
1.0
1.0
1.0
0.9
0.8
0.7
0.5
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.4
0.4
0.3
0.3
0.3
0.4
0.5
0.5
0.6
0.7
0.7
0.7
0.7
0.6
0.6
0.7
0.7
0.7
0.6
0.6
0.6
0.7
0.7
0.8
0.8
0.7
0.7
0.6
0.5
0.6
0.6
0.7
0.8
0.8
0.7
0.6
0.6
0.5
0.6
0.7
0.7
0.8
0.8
0.8
0.7
0.8
0.9
1.1
1.3
1.5
1.6
1.5
1.4
1.4
1.5
1.4
1.3
1.1
0.9
0.7
0.6
0.5
0.6
0.6
0.7
0.7
0.7
0.6
0.5
0.4
0.4
0.5
0.5
0.5
0.6
1.0
1.0
1.0
0.9
0.9
1.0
1.1
1.1
1.1
1.1
1.0
0.9
0.8
0.8
0.9
1.0
1.1
1.1
1.0
0.9
0.8
0.8
0.8
1.0
1.1
1.1
1.1
1.1
1.1
1.1
1.2
1.5
1.8
2.1
2.3
2.2
2.1
2.1
2.1
1.9
1.7
1.5
1.2
1.0
0.8
0.8
0.8
0.9
1.0
1.0
1.0
0.9
0.8
0.7
0.6
0.7
0.6
0.7
0.7
1.5
1.5
1.5
1.4
1.4
1.5
1.6
1.5
1.5
1.5
1.4
1.3
1.2
1.2
1.4
1.5
1.5
1.5
1.4
1.4
1.2
1.2
1.3
1.4
1.5
1.5
1.5
1.5
1.5
1.5
1.7
2.1
2.5
2.8
3.1
3.2
3.1
3.0
2.9
2.4
2.2
2.0
1.7
1.4
1.1
1.1
1.2
1.3
1.4
1.4
1.4
1.3
1.1
1.0
1.0
1.0
0.7
0.9
0.9
2.0
2.1
2.2
2.1
2.1
2.1
2.1
2.0
2.0
2.0
2.0
1.8
1.7
1.8
1.9
1.9
1.9
1.9
1.9
1.9
1.8
1.7
1.8
2.0
2.0
2.0
2.0
2.0
2.1
2.1
2.3
2.8
3.2
3.5
3.7
3.9
3.7
3.6
3.4
2.9
2.6
2.4
2.1
1.8
1.6
1.6
1.8
1.8
1.8
1.8
1.8
1.8
1.7
1.5
1.5
1.5
0.9
1.1
1.2
2.5
2.7
3.0
3.0
3.0
2.9
2.7
2.6
2.5
2.5
2.6
2.7
2.5
2.6
2.6
2.5
2.5
2.4
2.4
2.6
2.6
2.5
2.7
2.6
2.5
2.5
2.5
2.5
2.8
2.9
3.0
3.5
3.7
3.7
3.9
4.0
4.0
3.6
3.2
3.0
2.8
2.6
2.5
2.5
2.3
2.3
2.5
2.4
2.4
2.4
2.3
2.4
2.4
2.3
2.3
2.2
1.2
1.4
1.5
3.3
3.4
3.7
3.8
3.8
3.6
3.2
3.0
3.0
3.0
3.1
3.3
3.2
3.4
3.2
2.9
2.9
2.8
2.8
3.1
3.3
3.2
3.4
3.2
2.9
2.9
2.9
3.0
3.2
3.5
3.7
4.1
4.0
3.8
3.9
4.5
4.6
4.0
3.1
2.8
2.8
2.8
2.9
3.2
3.2
3.3
3.2
3.0
2.8
2.9
2.8
3.0
3.2
3.1
3.2
2.9
1.5
1.5
1.7
4.4
3.7
3.8
3.8
3.6
3.5
3.2
3.0
2.9
2.9
2.9
3.1
3.4
3.2
3.0
2.9
2.8
2.8
2.7
2.9
3.1
3.4
3.2
3.0
2.9
2.8
2.8
2.8
3.0
3.3
3.7
3.7
3.7
3.7
2.5
2.6
2.7
2.8
3.1
3.1
3.2
3.3
3.1
3.0
2.9
2.9
2.9
3.1
3.2
3.1
3.0
1.5
1.6
1.8
4.6
3.8
4.1
4.4
4.2
3.3
2.8
2.7
2.6
2.5
2.7
3.5
3.9
3.6
2.8
2.5
2.5
2.4
2.4
2.7
3.5
3.9
3.5
2.8
2.6
2.5
2.4
2.4
2.9
3.7
4.0
3.4
2.7
2.3
1.4
1.6
1.8
2.2
2.9
3.6
3.7
3.1
2.7
2.6
2.5
2.5
2.7
3.3
3.8
3.5
2.7
1.3
1.5
1.8
4.3
3.6
4.3
4.9
4.4
3.3
2.6
2.4
2.4
2.4
2.8
3.8
4.5
3.8
2.7
2.3
2.2
2.2
2.3
2.8
3.9
4.4
3.7
2.6
2.3
2.2
2.3
2.4
3.0
4.1
4.4
3.5
2.5
2.1
1.2
1.4
1.7
2.1
3.0
4.1
4.2
3.2
2.5
2.4
2.4
2.5
2.6
3.5
4.4
3.8
2.7
1.1
1.4
1.7
0.9
1.3
1.6
0.8
1.1
1.5
0.7
1.0
1.4
0.6
0.9
1.3
0.3
0.4
0.6
0.8
1.1
1.7
2.7
0.4
0.5
0.7
0.8
1.1
1.6
2.5
0.5
0.6
0.8
0.9
1.1
1.5
2.4
0.6
0.7
0.9
1.0
1.1
1.4
2.1
0.8
0.9
1.0
1.1
1.1
1.3
1.7
1.1
1.1
1.1
1.1
1.0
1.2
1.6
1.3
1.2
1.1
1.1
1.0
1.2
1.6
1.1
1.0
1.1
1.1
1.0
1.3
1.9
0.7
0.8
0.9
1.0
1.0
1.4
2.2
0.5
0.6
0.8
0.8
0.9
1.3
2.3
0.4
0.5
0.6
0.6
0.7
1.2
2.2
0.3
0.3
0.4
0.5
0.7
1.2
2.3
0.3
0.3
0.4
0.5
0.7
1.3
2.2
0.4
0.5
0.7
0.5
0.6
0.7
0.5
0.6
0.7
0.7
0.8
1.1
1.7
0.6
0.7
0.9
0.9
1.0
1.2
1.7
0.9
0.9
1.0
1.1
1.0
1.3
1.9
1.2
1.1
1.1
1.1
1.0
1.4
2.2
1.2
1.1
1.1
1.1
1.0
1.3
2.3
0.9
0.9
1.0
1.0
1.0
1.3
2.2
0.6
0.7
0.9
0.9
0.9
1.3
2.3
0.5
0.6
0.7
0.8
0.9
1.4
2.3
0.4
0.5
0.6
0.8
1.4
2.2
0.3
0.4
0.5
0.8
1.3
2.1
0.4
0.5
0.7
1.4
0.4
0.5
0.8
0.4
0.6
0.9
0.5
0.7
1.0
0.7
0.8
1.1
0.9
1.0
1.3
1.2
1.2
1.3
1.2
1.2
1.3
1.0
1.0
1.2
0.6
0.8
1.0
0.6
0.7
0.8
0.9
0.8
0.8
0.9
1.2
1.6
2.1
2.6
3.0
3.3
3.2
2.9
2.5
2.0
1.6
1.6
1.9
2.4
2.8
3.2
3.4
3.1
2.7
2.4
2.0
2.0
2.3
2.7
3.0
3.2
3.2
3.0
2.6
2.1
1.5
1.2
1.2
1.6
2.2
2.7
3.1
3.4
3.3
3.1
2.9
2.7
2.6
2.9
3.1
3.3
3.4
3.2
2.8
2.5
2.1
2.0
2.3
2.7
3.1
3.3
3.3
3.0
2.5
0.4
0.5
0.5
0.6
0.5
0.5
0.7
1.0
1.5
2.0
2.6
3.2
3.3
3.3
3.1
2.5
2.0
1.7
1.7
2.0
2.5
3.0
3.3
3.3
3.3
2.9
2.5
2.1
2.0
2.2
2.6
3.1
3.3
3.3
3.1
2.6
2.0
1.5
1.2
1.3
1.6
2.1
2.7
3.2
3.3
3.4
3.2
2.9
2.6
2.6
2.8
3.2
3.4
3.3
3.3
2.9
2.4
2.1
2.1
2.3
2.7
3.2
3.4
3.3
3.1
2.7
0.3
0.3
0.3
0.3
0.4
0.5
0.8
1.2
1.6
2.1
2.4
2.4
2.4
2.4
2.0
1.7
1.5
1.5
1.7
2.0
2.4
2.5
2.5
2.6
2.4
2.0
1.8
1.7
1.8
2.1
2.4
2.3
2.3
2.3
2.0
1.6
1.3
1.1
1.1
1.3
1.7
2.1
2.3
2.3
2.4
2.5
2.3
2.1
2.1
2.3
2.4
2.4
2.3
2.4
2.2
2.0
1.7
1.7
1.8
2.2
2.4
2.4
2.4
2.4
2.2
SYMBOL
MODEL NUMBER
MOUNTING HEIGHT
MOUNTING TYPE
TYPE
DESCRIPTION
WSQ-LED-P4-40K-SR4-MVOLT
25' A.F.F.
WALLPACK
DSX2-LED-P2-40K-TFTM-MVOLT
25' A.F.F.
BUILDING WALLPACK LIGHTS
WALLPACK
*COORDINATE PLACEMENT OF ALL WALLPACKS WITH BUILDING ARCHITECT AND OWNER PRIOR TO INSTALLATION
QUANTITY
4
25
LUMENS
6389
24051
BUILDING WALLPACK LIGHTS
EXTERIOR LIGHTING LEGEND
DSX2-LED-P1-40K-TFTM-MVOLT-HS
40'
PARKING LIGHTS
POLE MOUNTED
9
14797
DSX1-LED-P1-40K-TFTM-MVOLT-HS
25'
PARKING LIGHTS
POLE MOUNTED
8
5436
SINGLE
SINGLE
SINGLE
SINGLE
*DESIGN CRITERIA PER CITY SPECIFICATIONS AND IESNA
CAR PARKING
ILLUMINANCE (Fc)
AVERAGE = 0.50
MAX/MIN = 15:1
TRUCK PARKING
ILLUMINANCE (Fc)
AVERAGE = 0.50
MAX/MIN = 15:1
DRIVE AISLES
ILLUMINANCE (Fc)
AVERAGE = 0.50
MAX/MIN = 15:1
DESIGN CRITERIA
PROPERTY LINE
ILLUMINANCE (Fc)
MAX = 1.00
LOADING DOCK
ILLUMINANCE (Fc)
AVERAGE = 2.0
AVG/MIN = 5:1
CAR PARKING
ILLUMINANCE (Fc)
AVERAGE = 0.95
MAX/MIN = 13.50:1
TRUCK PARKING
ILLUMINANCE (Fc)
AVERAGE = 1.14
MAX/MIN = 3.00:1
INTERIOR DRIVE AISLES
ILLUMINANCE (Fc)
AVERAGE = 1.09
MAX/MIN = 11.33:1
CALCULATION SUMMARY
PROPERTY LINE
ILLUMINANCE (Fc)
MAX = 0.90
LOADING DOCK
ILLUMINANCE (Fc)
AVERAGE = 2.69
AVG/MIN = 2.69:1
*
*
VICINITY MAP
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
LIGHTING PHOTOMETRIC PLAN
PH1
1
LAND SURVEYOR
CIVIL ENGINEER
DEVELOPER/OWNER
ARCHITECT
MATCH LINE: SEE SHEET PH2
NORTH
3

ER
TRANS.
JOE R RAMIREZ ROAD
DYSART ROAD
FUTURE PHASE 2
EXPANSION
PROP. BUILDING
FF=106.50
320,160 SF
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.4
0.6
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.8
0.8
0.8
0.9
0.8
0.7
0.7
0.8
0.8
0.8
0.7
0.8
0.8
.9
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.0
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.0
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.4
0.3
0.3
0.3
0.3
0.5
0.5
0.4
0.4
0.7
0.7
0.6
0.5
4
1.2
1.0
0.9
0.9
0.9
0.9
1.1
1.3
1.5
1.5
1.3
1.1
1.0
0.9
0.9
0.9
1.0
1.1
1.3
1.5
1.4
1.3
1.1
1.0
1.0
0.9
0.8
0.6
4
1.2
1.0
0.9
1.0
0.9
1.0
1.1
1.3
1.4
1.4
1.3
1.1
1.0
0.9
0.9
0.9
1.0
1.2
1.3
1.4
1.4
1.3
1.1
1.1
1.1
1.0
0.9
0.8
1.2
1.1
1.0
1.0
1.0
1.1
1.1
1.3
1.4
1.4
1.3
1.1
1.1
1.0
1.0
1.0
1.1
1.1
1.3
1.3
1.3
1.2
1.1
1.2
1.2
1.1
1.0
1.0
1.2
1.1
1.1
1.2
1.2
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.1
1.2
1.1
1.1
1.2
1.2
1.2
1.2
1.1
1.2
1.2
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.3
1.2
1.2
1.2
1.2
1.2
1.1
1.2
1.2
1.2
1.4
1.3
1.3
1.3
1.3
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.1
1.2
1.2
1.2
1.4
1.3
1.3
1.3
1.3
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.1
1.0
1.0
1.0
1.0
1.1
1.2
1.3
1.4
1.3
1.2
1.2
1.2
9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.8
0.9
1.0
1.1
1.2
1.3
1.2
1.1
1.0
1.0
0.9
6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.7
0.8
1.0
1.0
1.1
1.0
0.9
0.9
0.8
0.7
4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.5
0.6
0.8
0.8
0.9
0.9
0.8
0.7
0.6
0.6
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.4
0.5
0.6
0.7
0.7
0.7
0.7
0.6
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.5
0.4
0.4
0.3
0.3
0.3
0.3
0.4
0.4
0.5
0.5
0.6
0.6
0.6
0.6
0.5
0.4
0.4
0.3
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.5
0.6
0.6
0.7
0.7
0.6
0.5
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.3
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.7
0.8
0.9
1.0
1.0
0.9
0.8
0.7
0.6
0.6
0.7
0.6
0.6
0.4
0.4
0.3
1.0
1.0
0.9
0.9
0.9
1.0
1.1
1.0
1.0
1.0
1.1
1.3
1.3
1.3
1.3
1.3
1.2
1.0
0.9
1.0
1.0
0.9
0.8
0.5
0.5
0.4
1.4
1.3
1.2
1.2
1.2
1.3
1.4
1.5
1.5
1.5
1.7
1.8
1.8
1.8
1.8
1.8
1.7
1.5
1.4
1.5
1.4
1.2
1.0
0.6
0.6
0.5
1.9
1.6
1.5
1.4
1.5
1.6
1.8
2.2
2.2
2.2
2.4
2.4
2.3
2.3
2.3
2.3
2.4
2.3
2.2
2.2
2.0
1.6
1.2
0.8
0.8
0.7
2.3
1.9
1.7
1.6
1.7
1.9
2.2
2.8
3.1
3.1
3.3
3.0
2.8
2.8
2.7
2.8
3.1
3.2
3.1
3.0
2.5
1.9
1.5
0.9
0.9
0.8
2.5
2.0
1.7
1.5
1.6
1.9
2.3
2.7
3.0
3.2
3.2
3.1
2.9
2.9
2.8
2.8
3.0
3.1
3.1
3.1
2.7
2.2
1.6
1.0
1.0
1.1
2.2
1.8
1.5
1.3
1.4
1.6
2.0
2.6
3.5
3.8
3.3
2.8
2.6
2.5
2.4
2.5
2.9
3.6
3.7
3.0
2.4
1.9
1.4
1.0
1.0
1.2
1.9
1.6
1.4
1.3
1.4
1.6
1.9
2.7
3.8
4.4
3.5
2.5
2.3
2.4
2.4
2.4
3.0
4.1
4.2
3.2
2.1
1.6
1.3
1.1
1.0
1.0
1.0
0.9
0.8
0.9
0.8
0.6
0.8
0.6
0.5
0.8
0.5
0.4
0.7
0.5
0.4
1.4
0.7
0.5
0.4
0.4
0.3
1.4
0.8
0.6
0.6
0.5
0.4
1.5
0.9
0.8
0.8
0.7
0.6
1.5
1.0
1.0
1.0
0.9
0.8
1.4
1.0
1.1
1.1
1.0
1.1
1.3
1.0
1.1
1.1
1.1
1.2
1.3
1.0
1.1
1.1
1.0
1.0
1.5
1.0
1.0
1.0
0.8
0.7
1.5
0.9
0.8
0.8
0.7
0.5
1.5
0.8
0.6
0.6
0.5
0.4
1.3
0.7
0.5
0.4
0.3
0.3
1.4
0.7
0.4
0.3
0.3
0.2
1.4
0.7
0.4
0.3
0.3
0.2
0.7
0.5
0.4
1.3
0.8
0.6
0.6
0.4
0.4
1.2
0.9
0.8
0.8
0.6
0.5
1.3
1.0
1.0
0.9
0.8
0.7
1.5
1.1
1.1
1.1
1.0
1.0
1.5
1.1
1.1
1.1
1.1
1.2
1.5
1.1
1.1
1.1
1.1
1.2
1.5
1.0
1.0
1.0
0.9
0.8
1.5
1.0
0.9
0.8
0.7
0.6
1.5
0.9
0.7
0.7
0.5
0.4
1.4
0.8
0.6
0.5
0.4
0.3
1.3
0.8
0.5
0.4
0.3
0.3
0.7
0.5
0.4
0.8
0.6
0.4
1.0
0.8
0.6
1.2
0.9
0.7
1.3
1.0
0.9
1.4
1.1
1.1
1.3
1.2
1.2
1.3
1.0
1.0
1.1
0.8
0.7
0.9
0.7
0.5
2.2
1.7
1.7
2.0
2.5
2.8
3.2
3.3
3.2
2.9
2.6
2.1
2.1
2.3
2.7
3.1
3.2
3.2
3.0
2.5
2.0
1.3
0.8
0.8
1.1
1.1
1.2
1.3
1.2
0.9
0.6
0.5
0.4
2.2
1.9
1.8
1.9
2.4
2.9
3.3
3.3
3.3
2.9
2.4
2.1
2.1
2.3
2.6
3.1
3.3
3.2
3.1
2.5
1.8
1.3
0.8
0.7
0.8
0.7
0.7
0.8
0.8
0.6
0.4
0.3
0.3
1.8
1.6
1.5
1.6
1.9
2.2
2.3
2.2
2.3
2.2
2.0
1.8
1.7
1.8
2.1
2.3
2.3
2.2
2.2
1.9
1.5
1.0
0.7
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.3
SYMBOL
MODEL NUMBER
MOUNTING HEIGHT
MOUNTING TYPE
TYPE
DESCRIPTION
WSQ-LED-P4-40K-SR4-MVOLT
25' A.F.F.
WALLPACK
DSX2-LED-P2-40K-TFTM-MVOLT
25' A.F.F.
BUILDING WALLPACK LIGHTS
WALLPACK
*COORDINATE PLACEMENT OF ALL WALLPACKS WITH BUILDING ARCHITECT AND OWNER PRIOR TO INSTALLATION
QUANTITY
4
25
LUMENS
6389
24051
BUILDING WALLPACK LIGHTS
EXTERIOR LIGHTING LEGEND
DSX2-LED-P1-40K-TFTM-MVOLT-HS
40'
PARKING LIGHTS
POLE MOUNTED
9
14797
DSX1-LED-P1-40K-TFTM-MVOLT-HS
25'
PARKING LIGHTS
POLE MOUNTED
8
5436
SINGLE
SINGLE
SINGLE
SINGLE
*DESIGN CRITERIA PER CITY SPECIFICATIONS AND IESNA
CAR PARKING
ILLUMINANCE (Fc)
AVERAGE = 0.50
MAX/MIN = 15:1
TRUCK PARKING
ILLUMINANCE (Fc)
AVERAGE = 0.50
MAX/MIN = 15:1
DRIVE AISLES
ILLUMINANCE (Fc)
AVERAGE = 0.50
MAX/MIN = 15:1
DESIGN CRITERIA
PROPERTY LINE
ILLUMINANCE (Fc)
MAX = 1.00
LOADING DOCK
ILLUMINANCE (Fc)
AVERAGE = 2.0
AVG/MIN = 5:1
CAR PARKING
ILLUMINANCE (Fc)
AVERAGE = 0.95
MAX/MIN = 13.50:1
TRUCK PARKING
ILLUMINANCE (Fc)
AVERAGE = 1.14
MAX/MIN = 3.00:1
INTERIOR DRIVE AISLES
ILLUMINANCE (Fc)
AVERAGE = 1.09
MAX/MIN = 11.33:1
CALCULATION SUMMARY
PROPERTY LINE
ILLUMINANCE (Fc)
MAX = 0.90
LOADING DOCK
ILLUMINANCE (Fc)
AVERAGE = 2.69
AVG/MIN = 2.69:1
*
*
VICINITY MAP
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
LIGHTING PHOTOMETRIC PLAN
PH2
2
MATCH LINE: SEE SHEET PH1
NORTH
3

VICINITY MAP
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
LIGHTING FIXTURE CUTSHEETS
PH3
3
3
B
DSX2-P2 WALLPACK LIGHT FIXTURE
A
DSX2-P1 SITE LIGHT FIXTURE
C
DSX2-P4 SITE LIGHT FIXTURE
D
WSQ-P4 WALLPACK LIGHT FIXTURE

JOE R RAMIREZ ROAD
PROP. BUILDING
FF=106.83
320,160 SF
VICINITY MAP
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
PRELIMINARY UTILITY PLAN
UT1
2
1
SEWER CONSTRUCTION NOTES
FIRE CONSTRUCTION NOTES
PRIVATE WATER CONSTRUCTION NOTES
LAND SURVEYOR
BASIS OF BEARING
CIVIL ENGINEER
DEVELOPER/OWNER
ARCHITECT
MATCH LINE: SEE SHEET UT2
NORTH
NOTES
LEGEND

ER
TRANS.
JOE R RAMIREZ ROAD
DYSART ROAD
PROP. BUILDING
FF=106.83
320,160 SF
VICINITY MAP
Contact Arizona 811 at least two full
working days before you begin excavation
Call 811 or click Arizona811.com
PRELIMINARY UTILITY PLAN
UT2
2
2
MATCH LINE: SEE SHEET UT1
FIRE CONSTRUCTION NOTES
NORTH
NOTES

Project:
Sheet No.
Job No.
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602)263-1100
Drawn by:
Reviewed by:
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.835.1799
1130 N. Alma School Rd, Suite 120
|
Mesa, AZ 85201
NORTHWEST CORNER OF DYSART ROAD
& JOE R. RAMIREZ ROAD
EL MIRAGE, ARIZONA
LFT
RAJ
20-1212
of 2
AS01
 ALTA/NSPS LAND TITLE SURVEY
1
NORTH
– 
NOTES
LEGAL DESCRIPTION
BASIS OF BEARINGS
REFERENCE DOCUMENTS
SCHEDULE B DOCUMENTS
OWNER
CERTIFICATION
 ALTA/NSPS LAND TITLE SURVEY
NORTHWEST CORNER OF DYSART ROAD & JOE R. RAMIREZ ROAD
A PORTION OF LOT 1 AS SHOWN ON THE FINAL PLAT FOR "CENTERPOINT
LOGISTICS PARK-P/D WEST", RECORDED AS BOOK 1399, PAGE 6, MARICOPA
COUNTY RECORDS, SITUATED IN THE EAST HALF OF
SECTION 27, TOWNSHIP 3 NORTH, RANGE 1 WEST OF THE
GILA AND SALT RIVER MERIDIAN
CITY OF EL MIRAGE, MARICOPA COUNTY, ARIZONA
SITE
VICINITY MAP
CONTACT

W JOE R RAMIREZ ROAD   (PUBLIC PAVED RD)
W
W
JB
SS
JB
TF
ER
JB
SS
JB
JB
SS
JB
JB
SS
SS
JB
JB
APN: 509-18-968A
TOTAL GROSS LAND AREA:
988,488 Square Feet
22.6926± Acres, more or less
TOTAL NET LAND AREA:
961,849 Square Feet
22.0810± Acres, more or less
N DYSART ROAD (PUBLIC PAVED RD)
CURVE TABLE
Project:
Sheet No.
Job No.
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602)263-1100
Drawn by:
Reviewed by:
w w w . e p s g r o u p i n c . c o m
T:480.503.2250
F:480.835.1799
1130 N. Alma School Rd, Suite 120
|
Mesa, AZ 85201
NORTHWEST CORNER OF DYSART ROAD
& JOE R. RAMIREZ ROAD
EL MIRAGE, ARIZONA
LFT
RAJ
20-1212
of 2
AS01
 ALTA/NSPS LAND TITLE SURVEY
2
NORTH
W
TF
feet
scale
100
50
0
50
LEGEND