ApplicationPlanning Division
DEVELOPMENT REVIEW APPLICATION
STAFF USE ONLY: nn n
Project name.. L'eo�t'r f 1'0!s i�tX
File number(s): M —2-01 O 1 r
Assigned Planner: �'rtXT PAAAJ � Related files:
Type of Review Requested (check all that apply)
❑ Accessory Use (check only 1)
❑ Final Plat Modification
❑ Daycare
❑ Landscape Plan Modification
❑ Home Occupation
❑ Preliminary Plat
❑ Home Occupation/Instruction for 7 or more
❑ Private Street
IN Administrative Design Review
❑ Property Boundary Adjustment
❑ Alternative Compliance
❑ Rezone
❑ Annexation and Zoning
❑ Short Plat
® Certificate of Zoning Compliance
❑ Time Extension (check only 1)
❑ City Council Review
❑ Director
❑ Comprehensive Plan Map Amendment
❑ Commission
❑ Comprehensive Plan Text Amendment
❑ UDC Text Amendment
❑ Conditional Use Permit
❑ Vacation (check only 1)
❑ Conditional Use Modification (check only 1)
❑ Director
❑ Director
❑ Commission
❑ Commission
❑ Variance
❑ Development Agreement Modification
❑ Other
❑ Final Plat
Applicant Information
Applicant name: David Moorhouse McCarter-Moorhouse
Phone: 208-908-1332
Applicant address: 3536 W. Ryder Cup Dr.
Email: dave@mccarter-moorhouse.com
City: Meridian
State: ID
Zip: 83646
Applicant's interest in property: ® Own ❑ Rent ❑ Optioned
❑ Other
Owner name: David Moorhouse McCarter-Moorhouse
Phone: 208-908-1332
Owner address: 3536 W. Ryder Cup Dr.
Email: dave@mccarter-moorhouse.com
City: Meridian
State: ID
Zip: 83646
Agent/Contact name (e.g., architect, engineer, developer, representative):
Jessica Petty, Architect
Firm name: 12.15 Design LLC
Phone: 208-867-0294
Agent address: 6584 E. Playwright Dr.
Email: iessica _1215design.com
City: Boise
State: ID
Zip: 83716
Primary contact is: ❑ Applicant ❑ Owner ® Agent/Contact
Subject Property Information
Location/street address: 4664 N. Penngrove Way
Township, range, section: L 01 - Blk 45
Assessor's parcel number(s): R1080050035 Total acreage: •765
Zoning district: L -O
Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 %vww.meridiancity.or@/planniny
-1 Rev: (2/2/20182/7/2018)
Project/subdivision name: linder Professional Plaza
General description of proposed project/request: New Construction Medical Office
Proposed zoning district(s): No Change
Acres of each zone proposed: No Change
Type of use proposed (check all that apply):
❑ Residential ® Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other
Who will own & maintain the pressurized irrigation system in this development? Bridgetower HOA
Which irrigation district does this property lie within? Settlers Irrigation District
Primary irrigation source: Settlers Irrigation District Secondary:
Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): 19,725
Residential Project Summary (if applicable)
Number of residential units:
Number of common lots:
Number of building lots:
Number of other lots:
Proposed number of dwelling units (for multi -family developments only):
1 bedroom:
2-3 bedrooms:
Minimum square footage of structure (excl. garage):
Minimum property size (s.f):
Gross density (Per UDC 11-1A-1):
Acreage of qualified open space:
4 or more bedrooms:
Maximum building height: _
Average property size (s.f.):
Net density (Per UDC 11-1A-1):
Percentage of qualified open space:
Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B):
Amenities provided with this development (if applicable):
Type of dwelling(s) proposed: ❑ Single-family Detached ❑ Single-family Attached ❑ Townhouse
❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other
Non-residential Project Summary (if applicable)
Number of building lots: 1 Common lots: Other lots:
Gross floor area proposed: 11,400 sq ft Existing (if applicable): n/a
Hours of operation (days and hours): Monday - Friday 8am - 5pm Building height: 33'
Total number of parking spaces provided: 48 Number of compact spaces provided: 0
Authorization
Print applicant name: t`loor use
Applicant
Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642
Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitLy//planninQ
-2- Rev: (2/7/2018)
12.15 Design, LLD
Build ing.Transforming. P land ng
May 15, 2018
Linder Professional Building
Project Narrative
The proposed building at 4664 N. Penngrove Way in Meridian will be a professional building
owned by Phil Gisi . The building will be new construction - 11,400 square feet two-story
structure. Both levels of the building will be unfinished. Future tenants will have the ability to
design the interior to fit their needs.
The exterior will be grey stucco with alternating stone columns, architectural windows & dark
fascia trim. The size and scale of the building are similar to the other nearby commercial
buildings. The front elevation features a wooden pergola that covers the pedestrian walkway to
provide cover, as well as to bring the large size of the building to a more human scale.
Complementary landscaping will accent the building, parking stalls and sidewalks. There will be
sidewalks on three sides of the building adjacent to the parking for pedestrian access. Along the
trash enclosure, sides of building and in parking islands native trees and plants will be planted.
Thank you,
Jessica Petty
Licensed Architect
12.15 Design, LLC
,.�.,FARM- ., •u
ADA COUNTY RECORDER Christopher D. Rich 2017-124245
BOISE IDAHO Pgs=6 BONNIE OBERBILLIG 12/29/2017 11:27 AM
NEXTITLE - IDAHO $15.00
ACCOMMODATION ONLY
QUITCLAIM DEED
FOR VALUE RECEIVED,.
M&L Properties, LLC, an Idaho limited liability company
does hereby convey, release, remise and forever quit claim unto
Phil Gisi, a married man as his sole and separate property
whose current address is: 322 Demers Ave, Grand Forks, ND 58201
the following described premises:
SEE ATTACHED LEGALS
TO HAVE AND TO HOLD the said premises, unto the said grantees, heirs and assigns forever.
Dated:
M&L Properties, LLC, an Idaho limited
Liabi�it}+' ompany
C � i�-
Aaron Moorhouse, Managing Member
State of �� A10n.
County of Fi��`,
On thXal'�.ppeared
day of 6e( e ear ofZ017 , be a me the unders' ed Notary Public ' and for said State,
perso+ M identified t e(or proved to on the oath of... o be the person whose
namea subscribe o the within instm t, and acknowle to me tha 1 A they executed the same.
Residing
My C91P
Exhibit "A"
Job No. 2017-005
J.B.F.
4-13-17
BOUNDARY DESCRIPTION
FOR
M & L PROPERTIES, LLC.
Parcel D
Part of Lots 4 & 5, Block 45, Bridgetower Crossing Subdivision No. 15 that is located in Section 35,
Township 4 North, Range I West of the Boise Meridian, City of Meridian, Idaho described as:
Commencing at a found'h" rebar marking the Northwest comer of Lot 3, Block 45 , Bridgetower
Crossing Subdivision No. 15 that is located in Section 35, Township 4North, Range 1 West of the Boise
Meridian, City of Meridian, Idaho and running thence S00°14'51"W 218.13 feet along the East rigbt-of-
way line of North Penngrove Way to a set 5/8" rebar with orange plastic cap labeled "PLS 12220"
marking the Point of Beginning; thence N90°00'00"E 167.69 feet to a set 5/8" rebar with orange plastic
cap labeled "PLS 12220"; thence S00°00'06"E 131,62 feet to a found'/," rebar marking a point on the
North right-of-way line of North Coppercloud Way (said point being a point on a curve); thence along
North rightof--way line the following three (3) courses: (1) thence Westerly 88.32 feet along said curve to
thaleft (Curve data: Radius= 328.00', Delta= 15°25'38", Chord Bearing and Distance= S86039'35"W
88.05.feet) to a found 5/8" rebar, (2) thence S78°56'46"W 66.61 feet to a found 5/8" rebar marking a
point of curve; (3) thence Westerly 6.76 feet along said curve to the right (Curve data: Radius= 200.00',
Delta= 1'56'12", Chord Bearing and Distance= S77°58'40'W 6.76 feet) to a found Pik nail; thence
N31026'1 I' W 16.10 feet to a found 5/8" rebar marking a point on the Fast right-of-way line of North
Penngrove Way; thence NOO° 14'51'113 7.19 feet along said East right -of --way line to the Point of
Begu»g.
Parcel contains 23,140 square feet or 0.53 acres.
Exhibit"A"
Job No. 2017-005
JAR
4-13-17
BOUNDARY DESCRIPTION
FOR
M & L PROPERTIES, LLC,
r
Parcel C
Part of Lots 3 & 4, Block 45, Bridgetower Crossing Subdivision No. 15 that is located in Section 35,
Township 4 North, Range I West of the Boise Meridian, City of Meridian, Idaho described as:
Beginning at a found W'rebar marking the Northwest comer of Lot 3, Block 45, Bridgetower Crossing
Subdivision No. 15 that is located in Section 35, Township 4 North, Range I West of the Boise Meridian,
City of Meridian, Idaho and running thence S89°59'41"E 342.96 feet along the North line of Lot 3, Block
45 of said Subdivision to a found '/T rebar marking the Northeast comer of said Lot 3; thence
S00°14'43"W 178.65 feet to a found 1/2" rebar; thenceN89°57'53"W 175.45 feet to a found %" rebar,
thence S00°00'06"E 39.55 feet to aset 5/8" rebar with orange plastic cap labeled "PLS 1222W'; thence
S90°00'00 -W 167.69 feet to a set 5/8" rebar with orange plastic cap labeled "PLS 12220" marking a
point on the East right-of-way line of North Penngrove Way; thence N009 4'5 1"E 218.13 feet along said
East right-of-way line to the Point of Beginning_
Parcel contains 67,877 square feet or 1.56 acres.
106W Main St UnitD, Middleton, ID B3644 '91s 12, 2?0@vehM.oat (208)861.757.3 (0) (866)337.4925 [F] P2$,e 1
Exhibit "A"
Lot 47 in Block 32 of Bridgetower Corssing Subdivision No. 15, according to the official plat thereof, filed
in Book 103 of Plats at Page(s)13,806 through 13,808,official records of Ada County, Idaho.
--- - — --------
Exhibit "A"
BOUNDARY DESCRIPTION
FOR
M & L PROPERTIES, LLC,
Parcel A
Job No. 2017-005
J.B.F.
4 -13 -17 -
BOUNDARY
-13.37 -
Part of Lots 1 & 2, Block 45, Bridgetower Crossing Subdivision No. 15 that is located in Section 35,
Township 4 North, Range t West of the Boise Meridian. City of Meridian, Idaho described as:
Beginniag at a found'/"rebar marking the Southwest comer of Lot 2, Block 45, Bridgetower Crossing
Subdivision No. 15 that is located in Section 35, Township 4 North, Range I West of the Boise Meridian,
City of Meridian, Idaho and running thence N00°14' 51"E 66.94 feet along the West line to a found 5/8"
rebar marking a point of curve; thence Northeasterly 73.40 feet along said curve to the right (Curve data:
Radius= 88.00', Delta= 47°4T 14", Chord Bearing andDistance= N24°08'28"E 71.29 feet) to a found
5/8" rebar marking the Southwest comer of Lot 1, Block 45 of said Subdivision; thence N48002'05"El
5290 feet along the West line of said Lot I to a found 5/8" rebar marking a point of curve; thence
Northeasterly 96.63 feet along said curve to the left (Curve data: Radius -116.50', Delta= 47°31'26",
Chord Bearing and Distance= N24°16'22"E 93.88 feet) to a found 5/8" rebar; thence N009 0'39"E 23.94
feet to a found 5/8" rebar marking the Northwest comer of said Lot 1; thence N89°53'46" E 11.66 feet
along the North line of said Lot I to a found 5/8" mbar; thence S82°33' 10"E 49.84 feet along the North
line of said Lot I to a set 5/8" rebar with orange plastic cap labeled "PLS 12220"; thence S00"14'45"W
270.47 feet to a set 5/8" rebar with orange plastic cap labeled "PLS 12220" marking apoint on the South
line of Lot 2, Block 45 of said Subdivision; thence NSV59'41"W 167.51 feet along said South line to the
Point of Beginning.
Parcel contains 33,302 square feet or 0.76 acres
A6 W Main St UWD,14!ddleton, ID 83644 `o1s12220 hoo com' (266)861-7513 (0)' (866)337.4925 (F) Pagel
State of Idaho, Ada County, ss.
On this 28 day of December, in the year of 2017, before me the undersigned Notary Public in and
for said State, personally appeared Aaron Moorhouse, known or identified to me to be the
Managing Member, of the limited liability company that executed the instrument or the person
who exe uted the instrument on behalf of said limited liability company and acknowledged to me
that suc Ii ited liability company executed the same.
$101,P �RBAri
Residing at: Idaho 140TARY•.7
My Commission Expires: 1119/2022 `
:00t
p, IJBLtC•,.��
AFFIDAVIT OF LEGAL INTEREST
STATE OF IDAHO
COUNTY OF ADA
61
/' ® �nPF) (address)o ,
(city) (state)
being first duly sworn upon, oath, depose and say:
That I am the record owner of the property described on the attached, and I grant my
permission to:
ME-
to submit the accompanying application(s) pertaining to that property.
2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless
from any claim or liability resulting from any dispute as to the statements contained
herein or as to the ownership of the property which is the subject of the application.
3. I hereby grant permission to City of Meridian staff to enter the subject property for the
purpose of site inspections related to processing said application(s).
Dated this day of /�'/� f i � ,
20 1 u
(Signature)
SUBSCRIBED AND SWORN to before me the day and year first above written.
R • D,1 liis L
A R y (Notary Public for Idaho)
�O Residing at: <6 Y' 0• GAJ,4
PO50G My Commission Expires: 0 1 n 702� `
\,'�'I-rE
33 E Broadway Suite 210 • Meridian, Idaho 83642
Phone: (208) 884-5533 • Facsimile: (208) 888-6678 9 Website: www.meridiancity.org
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Date: 24 May 2018
Title : LINDER PPS
Desc : TYPE III DISTRIBUTION
Luminaire
IES Filename: PRV-A25-D-UNV-T3-BZ.ies
Description : PRV-A25-D-UNV-T3-BZ
PREVAIL AREA AND ROADWAY LUMINAIRE
For: PLATT NAMPA Light Loss Factor : 1.00
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Lamp Lumens: -1 Ims
Luminaire Watts : 87 W
0 31 62
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Date : 24 May 2018
Title: LINDER PPS
Desc : TYPE IV DISTRIBUTION
Luminaire
IES Filename: PRV-A25-D-UNV-T4-BZ.ies
Description : PRV-A25-D-UNV-T4-BZ
PREVAIL AREA AND ROADWAY LUMINAIRE
For: PLATT NAMPA Light Loss Factor : 1.00
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Lamp Lumens: -1 Ims
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2.3 1.8
+ +
1. 0.5 0.1
0.1
.2
.2 +
0.8 0.4 0.1
0.1
- -
-
0.1
0.4 0.5
0.4 0.3 0.1
0 1
1
0.2 0.1 0.1
0.1
-75 -
- -
- --- -
- ---
-- - --- -
- - - -- - -
- - --
-5
-0
-5
+
+ 50 +5
0.1
0.1 0.1 0.1
DESCRIPTION
The Preva[ITM LED pole and fixture combination makes selection
and installation of poles and fixtures simple. Included is the die-cast
Prevail area, site and roadway luminaire with standard mounting arm,
square straight steel pole, anchor bolts, base cover, template and
hardware. Stock configurations are available in single and dual fixture
combinations. The Prevail luminaire delivers a new level of versatility
and value in patent pending, architectural design that delivers energy
savings greater than 62% and replaces 150-45OW metal halide fixtures.
The Prevail fixture and pole combo is ideal for general area/site lighting
applications.
SPECIFICATION FEATURES
Construction
Construction is comprised of a
heavy-duty, single -piece die-cast
aluminum housing in dark bronze
polyester powder paint. The die-
cast aluminum door is tethered to
provide easy access to the driver
if replacement is required. The
optics is mounted on a versatile,
aluminum plate that dissipates
heat from the LEDs resulting in
longer life of the fixture. The fixture
is IP66 and 313 vibration rated
(ANSI C136.31).
Optics
Available in Type III and IV
distributions with lumen packages
ranging from 6,173 to 18,992
nominal lumens. Light engine
configurations consist of 1 or
2 high -efficacy LEDs mounted
to metal -core circuit boards to
maximize heat dissipation and
promote long life (up to L92/60,000
hours at 25°C) per IESNA TM -21.
For the ultimate level of spill light
control, an optional house side
shield accessory can be field or
factory installed.
DIMENSIONS
Electrical
Available in 120-277V 50/60Hz.
10kV/10kA surge protection
standard. 0-10V dimming driver is
standard with leads external to the
fixture to accommodate controls
capability such as dimming and
occupancy. Suitable for ambient
temperatures from -40*C to 40°C.
Controls
An integrated dimming and
occupancy sensor is available
in bi-level dimming (MSP/DIM)
operation.
Mounting
The versatile, patent pending,
standard mount arm
accommodates multiple drill
patterns ranging from 1-1/2" to
4-7/8". Removal of the door on the
standard mounting arm enables
wiring of the fixture without having
to access the driver compartment.
A knock -out on the standard
mounting arm enables round pole
mounting.
(-13-15/16" [354mm]—J 1 26-13/16" [681mm]
POLE MOUNT ARM
T r[1022mml
mm]
/8"
6-15/16"mm]
[177mm]
Dia. Hole
4-15/16" J -3/4"
[125mm1 [[3
96mm]
'FWE�
t
Pavenug Business Woddmde
Pole
Shaft is one-piece construction
ASTM A500 grade "B" steel, shot
blasted and finished in dark bronze
polyester powder coat. Anchor
base is fabricated from ASTM
grade steel. ASTM A366 steel full
base cover is provided to enclose
base plate and anchor bolts.
Anchor bolts are per ASTM A576
with two nuts, two flat washers,
and one lock washer. Hardware
and threaded portion of bolt are
hot dip galvanized. 3" hook for 3/4"
bolt. 4" hook for 1" bolt.
Finish
Housing and cast parts finished
in five -stage super TGIC polyester
bronze powder coat paint, 2.5 mil
nominal thickness for superior
protection against fade and wear.
Warranty
Five-year warranty.
0
15'
20'
25'
30'
0
Base View
F
o 0
4"-6" ❑
L O O
*www.designlights.org
PFPRV PREVAIL
POLE AND
FIXTURE
COMBO
LED
POLE AND FIXTURE COMBO
CERTIFICATION DATA
UL and cUL Wet Location Listed
IP66-Rated
3G Vibration Rated
ISO 9001
DesignLights ConsortiumTM Qualified*
ENERGY DATA
Electronic LED Driver
0.9 Power Factor
<20% Total Harmonic Distortion
120-277V/50 and 60Hz,
347V/60Hz, 480V/60Hz
-40°C Minimum Temperature Rating
+40°C Ambient Temperature Rating
EPA
Effective Projected Area (Sq. Ft.): 0.76
0 fixture)
SHIPPING DATA
Approximate Net Weight:
20lbs. [9.09 kgs.] (1 fixture)
0+gid
F"11 TD500029EN
0714"WRIT 2017-10-31 14:36:49
PFPRV PREVAIL POLE AND FIXTURE COMBO
ORDERING INFORMATION
Samnle Number: PFPRV-1-A25-T3-15-N/AB
Series'•1•3
Number
of Fixtures
Light Engine
Distribution
Pole
Height
Maximum
Wind Zone (MPH)
Options (Add as Suffix)
Accessories
(Order Separately)
PFPRV=Prevail
1=1
A15=(1 LED) 6,100
T3=Type III
15=15'
Blank=80
N/AB=No Anchor Bolts (Used when ordered separately)
HS/VERD=House Side
Pole and
2=2
Nominal Lumens
T4=Type IV
20=20'
9=90
HSS=House Side Shield
Shield
Fixture
3=3
A25=(2 LED) 10,200
0.21
25=25'
0=100
MSP/DIM-L12=Integrated Sensor for Dimming
Lumens
Combo
4=4
Nominal Lumens
18,830
30=30'
BUG Hating
Operation, 8' - 12' Mounting Height
B2 -UO -G2
B3 -UO -G3
63 -UO -G3
A40=(2 LED) 15,100
Lumens
6,192
10,292
MSP/DIM-L30=Integrated Sensorfor Dimming
18,992
Type 111
BUG Rating
Nominal Lumens
62 -UO -G3
62 -UO -G3
B3 -UO -G4
Operation, 12'- 30' Mounting Height
Lumens
6,173
10,261
A60=(2 LED) 18,900
18,935
Type IV
BUG Rating
PER=NEMA 3PIN Twistlock Photocontrol Receptacle 4
B2 -UO -G3
B2 -UO -G4
B2 -UO -G5
Nominal Lumens
Lumens
6,393
10,627
PER7=NEMA 7PIN Twistiock Photocontrol Receptacle 4
19,610
NOTES: 1 4000K CCT, standard bronze, 120-277V, 0-10V dimming. 2 Standard mount arm included with fixture. Supplied with straight steel shaft, anchor bolts, template, base cover and hardware. 3 DesignLlghts
Consortlum- Qualified and classified for DLC standard, refer to www.designlights.org for details. 4 Not available with MSP options.
POWER AND LUMENS
Light Engine
A1s
A25
A40
AGO
Nominal Power (Watts)
57W
87W
143W
163W
Input Current @ 120V (A)
0.49
0.76
1.23
1.34
Input Current @ 27N (A)
0.22
0.35
0.54
0.60
Input Current @ 347V (A)
0.18
0.28
0.45
0.49
Input Current @ 480V (A)
0.13
0.21
0.33
0.35
Lumens
6,139
10,204
15,073
18,830
Type II
BUG Hating
61 -UO -G7
B2 -UO -G2
B3 -UO -G3
63 -UO -G3
Lumens
6,192
10,292
15,203
18,992
Type 111
BUG Rating
B7 -UO -G2
62 -UO -G3
62 -UO -G3
B3 -UO -G4
Lumens
6,173
10,261
15,157
18,935
Type IV
BUG Rating
B1 -UO -G3
B2 -UO -G3
B2 -UO -G4
B2 -UO -G5
Lumens
6,393
10,627
15,697
19,610
Type V
BUG Rating
B3 -UO -G3
B4 -UO -G3
84 -UO -G4
B5 -UO -G4
NOTE: Lumen output for standard bronze fixture color. Different housing colors impact lumen output
IES files for the non-standard colors are available upon request
Eat on
1121 Highway 74 South
Peachtree City, GA 30269 Specifications and
" P: 77GAB"800 dimensions subject to
Powering BusinessWoddw/de www.eaton.com/lighting change without notice.
LUMEN MAINTENANCE
Ambient
25,000
50,000
60,000
Theoretical
Theoretical
Temperature
Hours*
Hours
Hours*
1
Hooursurs
Lurs) *
(Hour
25°C
> 96%
> 93%
> 92%
> 87%
> 260,000
40°C
> 96%
> 93%
> 92%
> 87%
> 255,000
50°C
> 95%
> 92%
> 91 %
I > 86%
> 250,000
• Per IESNA TM -21 data.
LUMEN MULTIPLIER
Ambient Lumen
Temperature Multiplier
10°C
1.02
15°C
1.01
25°C
1.00
40°C
0.99
TD500029EN
2017-10-31 14:36:49
PFPRV PREVAIL POLE AND FIXTURE COMBO
ONE FIXTURE CONFIGURATION
(30FT CONFIGURATIONS WITH 80, 90 AND 100MPH WIND ZONES USE A 5" POLE)
EPA=0.75
T3=18,992
T4=18,935
Mounting
Height
(Feet)
Lumens
(Nominal)
Distribution
80
Maximum Wind Zone (MPH)
90
100
HID
Equivalent
(Wattage)
15'
6,192 Type III PFPRV-1-A15-T3-15 2 PFPRV-1-AI5-T3-15-9 2 PFPRV-1-Al 5-T3-15-0 z
150W
6,173 Type IV PFPRV-1-A15-T4-152 PFPRV-1-A15-T4-15-92 PFPRV-1-A15-T4-15-02
150W
10,292 Type III PFPRV-1-A25-T3-1 52 PFPRV-1-A25-T3-15.9 2 PFPRV-1-A25-T3-15-0 2
250W
10,261 Type IV PFPRV-1-A25-T4-15 2 PFPRV-1-A25-T4-15-9 2 PFPRV-1-A25-T4-15-0 2
250W
15,203 Type III PFPRV-1-A40-T3-15 2 PFPRV-1-A40-T3-15-9 2 PFPRV-1-A40-T3-15-0 2
400W
15,157 Type IV PFPRV-1-A40-T4-15 2 PFPRV-1-A40-T4-15-9 2 PFPRV-1-A40-T4-15-0 2
400W
18,992 Type III PFPRV-1-A60-T3-1 52 PFPRV-1-A60-T3-15-9 2 PFPRV-1-A60-T3-15.0 2
450W
18,935 Type IV PFPRV-1-A60-T4-15 2 PFPRV-1-A60-T4-15-9 2 PFPRV-1-A60-T4-1 5-02
450W
20'
6,192 Type III PFPRV-1-A15-T3-20 2 PFPRV-1-A15-T3-20-9 2 PFPRV-1-A15-T3-20-0 2
150W
6,173 Type IV PFPRV-1-A15-T4-20 2 PFPRV-1-A15-T4-20-9 2 PFPRV-1-A15-T4-20-0 2
150W
10,292 Type ill PFPRV-1-A25-T3-202 PFPRV-1-A25-T3-20-92 PFPRV-1-A25-T3-20-02
250W
10,261 Type IV PFPRV-1-A25-T4-20 2 PFPRV-1-A25-T4-20-9 2 PFPRV-1-A25-T4-20-0 2
250W
15,203 Type III PFPRV-1-A40-T3-20 2 PFPRV-1-A40-T3-20-9 2 PFPRV-1-A40-T3-20-0 2
400W
15,157 Type IV PFPRV-1-A40-T4-20 2 PFPRV-1-A40-T4-25-9 2 PFPRV-1-A40-T4-20-0 2
400W
18,992 Type III PFPRV-1-A60-T3-20 2 PFPRV-1-A60-T3-20.9 2 PFPRV-1-A60-T3-20-0 2
450W
18,935 Type IV PFPRV-1-A60-T4-20 2 PFPRV-1-A60-T4-20-9 2 PFPRV-1-A60-T4-20-0 2
450W
25'
6,192 Type III PFPRV-1-A15-T3-25 2 PFPRV-1-A15-T3-25-9 2 PFPRV-1-A15-T3-25-0 2
160W
6,173 Type IV PFPRV-1-A15-T4-252 PFPRV-1-A15-T4-25-92 PFPRV-1-A15-T4-25-02
150W
10,292 Type III PFPRV-1-A25-T3-25 2 PFPRV-1-A25-T3-25-9 2 PFPRV-1-A25-T3-25-0 2
250W
10,261 Type IV PFPRV-1-A25-T4-25 2 PFPRV-1-A25-T4-25-9 2 PFPRV-1-A25-T4-25-0 2
250W
15,203 Type III PFPRV-1-A40-T3-26 2 PFPRV-1-A40-T3-26.9 2 PFPRV-1-A40-T3-25-0 2
400W
15,157 Type IV PFPRV-1-A40-T4-25 2 PFPRV-1-A40-T4-25-9 2 PFPRV-1-A40-T4-25-0 2
400W
18,992 Type III PFPRV-1-A60-T3-25 2 PFPRV-1-A60-T3-25-9 2 PFPRV-1-A60-T3.25-0 2
450W
18,935 Type IV PFPRV-1-A60-T4-252 PFPRV-1-A60-T4-25-92 PFPRV-1-A60-T4-25-02
450W
30'
6,192 Type III PFPRV-1-A15-T3-30 3 PFPRV-1-A16-T3-30-9 3 PFPRV-1-A15-T3-30-0 °
150W
6,173 Type IV PFPRV-1-A15-T4-30 3 PFPRV-1-A15-T4-30-9 3 PFPRV-1-A15-T4-30-0 °
150W
10,292 Type III PFPRV-1-A25-T3-303 PFPRV-1-A25-T3-30-93 PFPRV-1-A25-T3-30-04
250W
10,261 Type IV PFPRV-1-A25T4-303 PFPRV-1-A25T4-30-93 PFPRV-1-A25-T4-30-04
250W
15,203 Typelll PFPRV-1-A40-T3-303 PFPRV-1-A40-T3-30.93 PFPRV-1-A40-T3-30-0°
400W
15,157 Type IV PFPRV-1-A40-T4-30 3 PFPRV-1-A40-T4-30-9 3 I PFPRV-1-A40-T4-30-0 °
400W
18,992 Type III PFPRV-1-A60-T3-30 3 PFPRV-1-A60-T3-30.9 3 PFPRV-1-A60-T3-30-0 ° 1
450W
18,935 Type IV PFPRV-1-A60-T4-303 PFPRV-1-A60-T4-30-93 PFPRV-1-A60-T4-30-0" 1
450W
NOTES:
1. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to installation instructions 18500002EN and pole white paper WP513001EN for additional support
information.
2. Supplied with 4A Square Straight Steel Shaft ISSS), Anchor Bolts (AB1), Template (TMPl), hardware and base cover. 15' combo SS4A15SFM4, 20' combo SS4A20SFM4, and 25' combo SS4A25SFM4.
3. Supplied with 5A Square Straight Steel Shaft ISSS), Anchor Bolts (ABl), Template (TMPl), hardware and base cover. 30' combo SS5A30SFM4.
4. Supplied with 5M Square Straight Steel Shaft (SSS), Anchor Bolts (ABI), Template (TMPI), hardware and base cover. 30' combo SS5M30SFM4.
5. Refer to In Stock Guide for stocked configurations and availability.
Eaton
C-07--'gA
1121 Highway 74 South
W M f '" Peachtree City, GA 30269 Specifications and
310 m = 01 ON P: 770-48GA800 dimensions subject to
PmvedngBusiness Woddmde www.eaton.comilighting change without notice.
TD500029EN
2017-10-31 14:36:49
PFPRV PREVAIL POLE AND FIXTURE COMBO
TWO FIXTURE CONFIGURATION
(30FT CONFIGURATIONS WITH 80, 90, 10OMPH WIND ZONES AND 25FT CONFIGURATIONS WITH 10OMPH WIND ZONE USE 5" POLES)
EPA=1.50
Mounting
Height
(Feet)
Lumens
(Nominal)
Distribution
80
Maximum Wind Zone (MPH)
90
100
HID
Equivalent
(Wattage)
15'
6,192 Type III PFPRV-2-A15-T3-15 2 PFPRV-2-A15-T3-15-9 2 PFPRV-2-A15-T3-15-0 2
150W
6,173 Type IV PFPRV-2-A15-T4-15 2 PFPRV-2-A15-T4-15-9 2 PFPRV-2-A15-T415-0 2
150W
10,292 Type III PFPRV-2-A25-T3-152 PFPRV-2-A25-T3-15-92 PFPRV-2-A25-T3-15-02
25OW
10,261 Type IV PFPRV-2-A25-T4-152 PFPRV-2-A25-T4-15-92 PFPRV-2-A25-T4-15-02
25OW
15,203 Type III PFPRV-2-A40-T3-152 PFPRV-2-A40-T3-15-92 PFPRV-2-A40-T3-15-02
40OW
15,157 Type IV PFPRV-2-A40-T4-15 2 PFPRV-2-A40-T4-15.9 2 PFPRV-2-A40-T4-15-0 2
40OW
18,992 Type III PFPRV-2-A60-T3-15 2 PFPRV-2-A60-T3-15-9 2 PFPRV-2-A60-T3-15-0 2
450W
18,935 Type IV PFPRV-2-A60-T4-15 2 PFPRV-2-A60-T4-15-9 2 PFPRV-2-A60-T4-15.0 2
45OW
20'
6,192 Type III I PFPRV-2-A75-T3-20 2 PFPRV-2-A15-T3-20-9 2 PFPRV-2-A15-T3-20-0 2
15OW
6,173 Type IV PFPRV-2-A15-T4.202 PFPRV-2-A15-T4-20-92 PFPRV-2-A1 5-T4-20-0 2
150W
10,292 Type III PFPRV-2-A25-T3-20 2 PFPRV-2-A25-T3-20-9 2 PFPRV-2-A25-T3-20-0 2
250W
10,261 Type IV PFPRV-2-A25-T4-20 2 PFPRV-2-A25-T4-20-9 2 PFPRV-2-A25-T4-20.0 2
25OW
15,203 Type III PFPRV-2-A40-T3-20 2 PFPRV-2-A40-T3-20-9 2 PFPRV-2-A40-T3-20-0 2
40OW
15,157 Type IV PFPRV-2-A40-T4-20 2 PFPRV-2-A40-T4-26-9 2 PFPRV-2-A40-T4-20.0 2
40OW
18,992 Type lll PFPRV-2-A60-T3-202 PFPRV-2-A60-T3-20-92 PFPRV-2-A60-T3-20-02
45OW
18,935 Type IV PFPRV-2-A60-T4-202 PFPRV-2-A60-T4-20-92 PFPRV-2-A60-T4-20-02
450W
25'
6,192 Type III PFPRV-2-A15-T3-252 PFPRV-2-A15-T3-25-92 PFPRV-2-A15-T3-25-02
150W
6,173 Type IV PFPRV-2-A1 5-T4-25 2 PFPRV-2-A15-T4-25-92 PFPRV-2-A15-T4-25-02
150W
10,292 Type III PFPRV-2-A25-T3-25 2 PFPRV-2-A25-T3-25-9 2 PFPRV-2-A25-T3-25-02
25OW
10,261 Type IV PFPRV-2-A25-T4-252 PFPRV-2-A25-T4-25-92 PFPRV-2-A25-T4-25-02
25OW
15,203 Type III PFPRV-2-A40-T3-25 2 PFPRV-2-A40-T3-25-9 2 PFPRV-2-A40-T3-25-0 2
40OW
15,157 Type IV PFPRV-2-A40-T4-25 2 PFPRV-2-A40-T4-25-9 2 PFPRV-2-A40-T4-25-0 2
40OW
18,992 Type III PFPRV-2-A60-T3-252 PFPRV-2-A60-T3-25-92 PFPRV-2-A60-T3-25-02
45OW
18,935 Type IV PFPRV-2-A60-T4-252 PFPRV-2-AWJ4-25-92 PFPRV-2-A60-T4-25-02
45OW
30'
6,192 Type III PFPRV-2-A15-T3-30 2 PFPRV-2-A15-T3-30-9 2 PFPRV-2-A15-T3-30-0 4
150W
6,173 Type IV PFPRV-2-A15-T4-30 2 PFPRV-2-A15-T430-9 2 PFPRV-2-A15-T4-30-0 4
150W
10,292 Type III PFPRV-2-A25-T3-302 PFPRV-2-A25-T3-30-92 PFPRV-2-A25-T3-30-04
250W
10,261 TypelV PFPRV-2-A25-T4-302 PFPRV-2-A25-T4-30-9' PFPRV-2-A25-T4-30-01
25OW
15,203 Type III PFPRV-2-A40-T3.30 2 PFPRV-2-A40-T3-30-9 2 PFPRV-2-A40-T3-30-0 4
40OW
15,157 Type IV I PFPRV-2-A40-T4-30 2 PFPRV-2-A40-T4-30-9 2 PFPRV-2-A40-T4-30-0 4
40OW
18,992 Type III PFPRV-2-A60-T3-302 PFPRV-2-A60-T3-30-92 PFPRV-2-A60-T3-30-04
450W
18,935 Type IV PFPRV-2-A60-T4-302 PFPRV-2-A60-T4-30-92 PFPRV-2-A60-T4-30-01
450"
NOTES:
1. Customer Is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to installation Instructions IB500002EN and pole white paper WP513001EN for additional support
information.
2. Supplied with 4A Square Straight Steel Shaft ISSS), Anchor Bolts (ABI), Template (TMPi), hardware and base cover. 15' combo SS4A15SFM4, 20' combo SS4A20SFM4, and 25' combo SS4A25SFM4.
3. Supplied with 5A Square Straight Steel Shaft (SSS), Anchor Bolts (ABI), Template (TMP1), hardware and base cover. 25' combo SS5A25SFM4 and 30' combo SS5A30SFM4.
4. Supplied with 5M Square Straight Steel Shaft (SSS), Anchor Bolts (AB1), Template (TMP7), hardware and base cover. 30' combo SS5M30SFM4.
S. Refer to In Stock Guide for stocked configurations and availability.
Eaton
-✓^''"" 1121 Highway 74 South
ON
na Mme" Peachtree City, GA 30269 Specifications and
P: 770-486-4800 dimensions subject to
PowedngBusiness Woddtvide www.eaton.comAighting change without notice.
TD500029EN
2017-10-31 14:36:49
PFPRV PREVAIL POLE AND FIXTURE COMBO
THREE FIXTURE CONFIGURATION
(30FT CONFIGURATIONS WITH 80, 90, 10OMPH WIND ZONES AND 25FT CONFIGURATIONS WITH 90, 10OMPH WIND ZONE USE 5" POLES)
EPA=2.25
Mounting
Height
(Feet)
Lumens
(Nominal)
Distribution
80
Maximum Wind Zone (MPH)
90
100
HID
Equivalent
(Wattage)
15'
6,192 Type III PFPRV-3-A15-T3-15 2 PFPRV-3-A15-T3-15-9 2 PFPRV-3-A15-T3-15.0 2
150W
6,173 Type IV PFPRV-3-A15-T4-15 2 PFPRV-3-AIS-T4-15-9 2 PFPRV-3-A75-T4-15-0 2
150W
10,292 Type III PFPRV-3-A25-T3-15 2 PFPRV-3-A25-T3-15-9 2 PFPRV-3-A25-T3-15-0 2
25OW
10,261 Type IV PFPRV-3-A25-T4-152 PFPRV-3-A25-T4-15-92 PFPRV-3-A25-T4-15-02
250W
15,203 Type III PFPRV-3-A40-T3-15 2 PFPRV-3-A40-T3-15-9 2 PFPRV-3-A40-T3-15-0 2
40OW
15,157 Type IV PFPRV-3-A40-T4.15 2 PFPRV-3-A40-T4-15-9 2 PFPRV-3-A40-T4-15-0 2
40OW
18,992 Type III PFPRV-3-A60-T3-15 2 PFPRV-3-A60-T3-15-9 2 PFPRV-3-A60-T3-15-0 2
45OW
18,935 Type IV PFPRV-3-A60-T4-15 2 PFPRV-3-A60-T4-15-9 2 PFPRV-3-A60-T4-15.0 2
45OW
20'
6,192 Type III PFPRV-3-A15-T3-20 2 PFPRV-3-A15-T3-20-g 2 PFPRV-3-A15-T3.20-0 2
150W
6,173 Type IV PFPRV-3-A15-T4-20 2 PFPRV-3-A15-T4-20-9 2 PFPRV-3-A15-T4-20-0 2
150W
10,292 Type III PFPRV-3-A25-T3-20 2 PFPRV-3-A25-T3-20 9 2 PFPRV-3-A25-T3-20-0 2
250W
10,261 Type IV PFPRV-3-A25-T4-20 2 PFPRV-3-A25-T4-20-9 2 PFPRV-3-A25-T4-20-0 2
25OW
15,203 Type III PFPRV-3-A40-T3-20 2 PFPRV-3-A40-T3-20-9 2 PFPRV-3-A40-T3-20-0 2
40OW
15,157 Type IV PFPRV-3-A40-T4-20 2 PFPRV-3-A40-T4-25.9 2 PFPRV-3-A40-T4-20-0 2
40OW
18,992 Type III PFPRV-3-A60-T3-20 2 PFPRV-3-A60-T3-20-9 2 PFPRV-3-A60-T3-20-0 2
450W
18,935 Type IV PFPRV-3-A60-T4-202 PFPRV-3-A60-T4-20-92 PFPRV-3-A60-T4-20-0 2
450W
25'
6,192 Type III PFPRV-3-A1543-25 2 PFPRV-3-A15-T3-25-9 3 PFPRV-3-A75-T3-25-0 3
150W
6,173 Type IV PFPRV-3-A1 6-T4-25 2 PFPRV-3-A15-T4-25-93 PFPRV-3-A15-T4-25-03
15OW
10,292 Type III PFPRV-3-A25-T3-25 2 PFPRV-3-A25-T3-25-9 3 PFPRV-3-A25-T3-25-0 3
25OW
10,261 Type IV PFPRV-3-A26-T4-25 2 PFPRV-3-A25-T4-25-9 3 PFPRV-3-A25-T4-25-0 3
25OW
15,203 Type III PFPRV-3-A40-T3-252 PFPRV-3-A40-T3-25-93 PFPRV-3-A40-T3-25-03
40OW
15,157 Type IV PFPRV-3-A40-T4-252 PFPRV-3-A40-T4-25-9' PFPRV-3-A40-T4-25-03
40OW
18,992 Type III PFPRV-3-A60-T3-25 2 PFPRV-3-A60-T3-25-9 3 PFPRV-3-A60-T3-25-0 3
45OW
18,935 Type IV PFPRV-3-A60-T4-252 PFPRV-3-A60-T4-25-9 3PFPRV-3-A60-T4-25-03
45OW
30'
6,192 Type III PFPRV-3-A15-T3-303 PFPRV-3-A15-T3-30-94 PFPRV-3-A75-T3-30-04
150W
6,173 Type IV PFPRV-3-A15-T4-30 a PFPRV-3-A15-T4-30-9 4 PFPRV-3-A75-T4-30-0 4
150W
10,292 Type III PFPRV-3-A25-T3-303 PFPRV-3-A25-T3-30-94 PFPRV-3-A25-T3-30-04
25OW
10,261 Type IV PFPRV-3-A25-T4-303 PFPRV-3-A25-T4-30-94 PFPRV-3-A25-T4-30-04
25OW
15,203 Type III PFPRV-3-A40-T3-303 PFPRV-3-A40-T3-30-94 PFPRV-3-A40-T3-30-04 1
400_
15,157 Type IV PFPRV-3-A40-T4-30 3 PFPRV-3-A40-T4-30-9 4 PFPRV-3-A40-T4-30O 4
40OW
18,992 Type III PFPRV-3-A60-T3-30 3 PFPRV-3-A60-T3-30-9 4 PFPRV-3-A60-T3-30-0 4
45OW
18,935 Type IV PFPRV-3-A60-T4-303 PFPRV-3-A60-T4-30-94 PFPRV-3-A60-T4-30-04
45OW
NOTES:
1. Customer is responsible for engineering analysts to confirm pole and fixture compatibility for all applications. Refer to installation Instructions IB500002EN and pole white paper WP513001EN for additional support
information.
2. Supplied with 4A Square Straight Steel Shaft (SSS), Anchor Bolts (AB7 ), Template (TMP1), hardware and base cover. 15' combo SS4A15SFM4, 20' combo SS4A20SFM4, and 25' combo SS4A25SFM4.
3. Supplied with 5A Square Straight Steel Shaft (SSS), Anchor Bolts IABD, Template (TMP7 ), hardware and base cover. 25' combo SS5A25SFM4 and 30' combo SS5A30SFM4.
4. Supplied with 5M Square Straight Steel Shaft (SSS), Anchor Bolts (ABI), Template (TMP7 ), hardware and base cover. 30' combo SS5M30SFM4.
5. Refer to In Stock Guide for availability.
Eaton
N 1127 Highway 74 South
Peachtree City, GA 30269 Specifications and
TD600029EN
P: 770-486-4800 dimensions subject to
PbmnngBusiness Woddwde www.eaton.comilighting change without notice. 2017-10-3114:36:9
PFPRV PREVAIL POLE AND FIXTURE COMBO
FOUR FIXTURE CONFIGURATION
(30FT CONFIGURATIONS WITH 80, 90, 100MPH WIND ZONES AND 25FT CONFIGURATIONS WITH 100MPH WIND ZONE USE 5" POLES)
In
EPA=3.00
Mounting
Height
(Feet)
LumensMaximum
(Nominal)
Distribution
80
Wind Zone (MPH)
90
100
HID
Equivalent
(Wattage)
15'
6,192 Type Ili PFPRV-4-A15-T3-15 2 PFPRV-4-A15-T3-15-9 2 PFPRV-4-A15-T3.15.0 2
150W
6,173 Type IV PFPRV-4-A15-T4-15 2 PFPRV-4-A15-T4-15-9 2 PFPRV-4-A15-T4-15-0 2
150W
10,292 Type 111 PFPRV-4-A25-T3-15 2 PFPRV-4-A2CrT3-15-9 2 PFPRV-4-A25-T3-15-0 2
25OW
10,261 Type IV PFPRV-4-A25-T4-15 2 PFPRV-4-A25-T4-15-9 2 PFPRV-4-A25-T4-15-0 2
25OW
15,203 Type III PFPRV-4-A40-T3-15 2 PFPRV-4-A40-T3-15-9 2 PFPRV-0-A40-T3-15-0 2
40OW
15,157 Type IV PFPRV-4-A40-T4-152 PFPRV-4-A40-T4-15-92 PFPRV-4-A40-T4-15.02
40OW
18,992 Type III PFPRV-4-A60-T3-15 2 PFPRV-4-A60-T3-16-9 2 PFPRV-4-A60-T3-15-0 2
45OW
18,935 Type IV PFPRV-4-A60-T4-152 PFPRV-4-A60-T4-15-92 PFPRV4-A60-T4-15-02
450W
20'
6,192 Type III PFPRV-4-A75-T3-202 PFPRV-4-A15-T3-20-92 PFPRV-4-A15-T3-20-02
150W
6,173 Type IV PFPRV-4-A15-T4-202 PFPRV4-A15-T4-20-92 PFPRV4-A15-T4-20-02
150W
10,292 Type III PFPRV4-A25-T3-20 2 PFPRV-4-A25-T3-20-9 2 PFPRV-4-A25-T3-20-0 2
250W
10,261 Type IV PFPRV4-A25-T4-20 2 PFPRV-4-A25-T4-20-9 2 PFPRV-4-A25-T4-20-0 2
250W
15,203 Type III PFPRV4-A40-T3-20 2 PFPRV-4-A40-T3-20-9 2 PFPRV44-A40-T3-20-0 2
40OW
15,157 Type IV PFPRV4-A40-T4-20 2 PFPRV-4-A40-T4-25-9 2 PFPRV-4-A40-T4-20-0 2
40OW
18,992 Type III PFPRV-4-A60-T3-20 2 PFPRV4-A60-T3-20-9 2 PFPRV-4-A60-T3-20-0 2
450W
16,935 Type IV PFPRV4-A60-T4-20 2 PFPRV-4-A60-T4-20-9 2 PFPRV-4-A60-T4-20.0 2
450W
25'
6,192 Type III PFPRV-4-A75-T3-25 2 PFPRV-4-A15-T3-25-9 3 PFPRV-4-A16-T3-25-0 3
150W
6,173 Type IV PFPRV-4-A15-T4-25 2 PFPRV4-A15-T4-25-9 2 PFPRVA-A15-T4-25-0 3
150W
10,292 Type III PFPRV4-A25-73.25 2 PFPRV4-A25-T3-25-9 3 PFPRV4-A25-T3-25-0 3
25OW
10,261 Type IV PFPRV4-A25-T4-25 2 PFPRV-4-A25-T4-25-9 3 PFPRV-4-A25-T4-25-0 3
250W
15,203 Type III PFPRVA-A40-T3-252 PFPRV-4-A40-T3-25-93 PFPRV-4-A40-T3-25.03
40OW
15,157 Type IV PFPRV4-A40-T4-252 PFPRV-4-A40-T4-25-93 PFPRV-4-A40-T4-25-03
40OW
18,992 Type III PFPRV4-A60-T3-25 2 PFPRV-4-A60-T3-25-9 3 PFPRV-4-A60-T3-25-0 3
450W
18,935 Type IV PFPRV4-A60-T4.25 2 PFPRV-4-A60-T4-25-9 3 PFPRV-4-A60-T4-25-0 3
45OW
30'
6,192 Type III PFPRV-4-A15-73.30 3 PFPRV4-A75-T3-30-9 4 PFPRV-4-A15-T3-30-0 4
150W
6,173 Type IV PFPRV-4-A75-T4-303 PFPRV4-A15-T4-30-94 PFPRV4-A15-T4-30-04
150W
10,292 Type III PFPRV4-A25-T3-303 PFPRV-4-A25-T3-30-94 PFPRV-4-A25-T3-30-04
25OW
10,261 Type IV PFPRV-4-A25-T4-303 PFPRV-4-A25-T4-30-94 PFPRV-4-A25-T4-30-04
25OW
15,203 Type III PFPRV4-A40-T3-30 3 PFPRV-4-A40-T3-30-9 4 PFPRV-4-A40-T3-30.0 4
400W
15,157 Type IV PFPRV4-A40-74303 PFPRVA-A40-T4-30-94 PFPRV-4-A40-T4-30-04
40OW
18,992 Type III PFPRV4-A60-T3-303 PFPRV4-A60-T3-30-94 PFPRV-4-A60-T3-30-0°
45OW
18,935 Type IV PFPRV4-A60-T4-30 3 PFPRV-4-A60-T4-30-9 4 PFPRV-4-A60-T4-30-0 4
45OW
NOTES:
I. Customer is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to installation instructions IB500002EN and pole white paper WP513001EN for additional support
information.
2. Supplied with 4A Square Straight Steel Shaft (SSS), Anchor Bolts (AB7 ), Template (TMP7 ), hardware and base cover. 15' combo SS4A75SFM4, 20' combo SS4A20SFM4, and 25' combo SS4A25SFM4.
3. Supplied with 5A Square Straight Steel Shaft (SSS), Anchor Bolts (ABO, Template (TMP7 ), hardware and base cover. 25' combo SS5A25SFM4 and 30' combo SS5A30SFM4.
4. Supplied with 5M Square Straight Steel Shaft (SSS), Anchor Bolts (AB7), Template (TMP1), hardware and base. cover. 30' combo SS5M30SFM4.
5. Refer to In Stock Guide for availability.
PowenngBusiness Wor/dmi e
Eaton
1121 Highway 74 South
Peachtree City, GA 30269
R 770486-4800
www.eaton.com/lighting
Specifications and
dimensions subject to
change without notice.
TD500029EN
2017-10-3114:36:49
65ft
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41
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0
1
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OF BRIDG'ETOFYER CROSSING S'URDIVISION 1170, 15
SECTION 35, T. 4 _N., R. 1
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( ) Record D'stance
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RECORDEP, S CER77FICATE
STATE Or IDAHO.
SS INSTRUMENT
COUN]Y OF AOA
1, THE UNOL"R.5/C,N£D, HEREBY CERIIFY THAT M15 INSTRUMENT 31S
ACED RECORD AT THE TqEE NEST 0 f EAGLE LANQ0 ([R MC,, LLC,
AT M U PAST�41'CLOCK M. ON THE�US OAY OF
2011.
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RECORDER �L a �U%Y
CERTIFICATE OF OTINER
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PROPER LINE ADJUSAIRIT l5 ACCEPTABLE.
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COUVIY OF
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APPElRED t. 4 K}lO }, O4 /QEF IYlED TO ME TO BE
RIE d4N1 GEN QR A MENDER OF IHf UVTFD LUBUIY' COVP.V,Y 1X41
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SURVEYORS CERTIFICATE
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,,AB SURVEYOR, L,NCENSED BY THE STATE OF WHO, AND THAT THIS MAP
HAS BEEN PREPARED FROM AN ACTUAL SURVEY MADE ON WE GROUND
UNDER MY SUFERNSION, ANO THAT ]NIS MAP 13 AN ACCURATE
REPRESENTATION OF SAID SURVEY.
JEREMIAH B. RELLNNG, RLS
MHO LICENSE NO. 12220
EAGLE IAVD .TRI'E}'tyC, LLC.
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INDET 9 414-35-1-1-103-19006
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SURVEYORS CERTIFICATE
1, ✓£REMMH R. RLLOIh'G, DO HEREBY CERTIFY TH4T I AN A PROFESSION' C
,,AB SURVEYOR, L,NCENSED BY THE STATE OF WHO, AND THAT THIS MAP
HAS BEEN PREPARED FROM AN ACTUAL SURVEY MADE ON WE GROUND
UNDER MY SUFERNSION, ANO THAT ]NIS MAP 13 AN ACCURATE
REPRESENTATION OF SAID SURVEY.
JEREMIAH B. RELLNNG, RLS
MHO LICENSE NO. 12220
EAGLE IAVD .TRI'E}'tyC, LLC.
�(zsiltesr�rii it �''-rz�a e. on
INDET 9 414-35-1-1-103-19006
3/26/2018 Gmail - Address Verification Request - Pioneer Family Medicine
MGmail Jessica Petty <jessica.lynn.petty@gmail.com>
Address Verification Request - Pioneer Family Medicine
Ryan Beecroft <rbeecroft@meridiancity.org> Mon, Mar 26, 2
To: Jessica Petty <jessica.lynn.petty@gmail. com>
Cc: Terri Ricks <tricks@meridiancity.org>
3-26-18
Address Verification: Pioneer Family Medicine
Parcel * Parcel Status Primary r_ T
R 080050 36 (Enabled Yes
Lot Block Subdivision _
5 _ .. p LII DER PROFESSIONAL SIONAL PLr
Ryan Beecroft I Addressing Technician
City of Meridian I Community Development Department
33 E. Broadway Ave., Meridian, Idaho 83642
Phone: 208-887-2211 ext. 1314
Email: rbeecroft@meridiancity.org
https://mail.google.com/mail/ca/u/0/?ui=2&ik=15fba32dfc&jsver=lr-NdgmOTUs.en.&view=pt&msg=16263eefd236d84e&search=inbox&siml=16263eefd ... 1/2
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Page 12
ARCHITECTURAL STANDARDS
DESIGN REVIEW CHECKLIST I NON-RESIDENTIAL
.�:06volat)mentshotjldconsider the scale 't)tsurrounding .
. ..... 'eluding 9 s' p ng: res�dent#al areas as well as an
scaledGoal apprgprate height, mass, and form rib : e I built environment:
2-10
App b
f
.,�iesto:a�p,,p,6�,d6vel6Dment'i�66 puWic�roads pa 'lics
Paces
l .. { ; { ..and adjacent to residential areas,_.
Buildings with rooflines5O-feet in length or greater must incor-
porate roofline and parapet variations. Variations may include
step-downs, step -backs, other modulation, or architectural
2.1A features such as cornices, ledges, or columns, and must occur
in total combination for at least 20% of the fagade length. May
be averaged over entire facade, but may not exceed 75 -feet
without a break.
For buildings with fapacles, longer than 200 -feet reduce massing
of buildings by grouping or incorporating smaller tenant spaces
i Within mixed use areas and for all developments along arterial
roadways, buildings over 1,000 sqft must provide a minimum
2.11) 20 -foot building elevation to include average parapet height,
ridge of a pitched roof, or tower/turret type elements at least
20% in total of overall facade width.
awl
), Last Modified: 02/1212016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity-org
Incorporate rhythm repetition
....... ........ . ... ....... . -
. . . . . . . . . . . . .
Goal
and/. r Oro0bfti6m ade'facjng
..
pub 0 d'......
tIC::r '..Ways1jtare visible -r ...
f gt 6
":pqbkspaces, orfacing h
.......... ...
.
Integrate at least one material change, color variation, or
1.3A
horizontal reveal for every 12 -vertical feet of building facade;
vertical spacing may be averaged over fagade.
Integrate at least one material change, color variation, or vertical
1.313
reveal every 50 -horizontal feet of building fagade; horizontal
spacing may be averaged over fagade elevation.
.�:06volat)mentshotjldconsider the scale 't)tsurrounding .
. ..... 'eluding 9 s' p ng: res�dent#al areas as well as an
scaledGoal apprgprate height, mass, and form rib : e I built environment:
2-10
App b
f
.,�iesto:a�p,,p,6�,d6vel6Dment'i�66 puWic�roads pa 'lics
Paces
l .. { ; { ..and adjacent to residential areas,_.
Buildings with rooflines5O-feet in length or greater must incor-
porate roofline and parapet variations. Variations may include
step-downs, step -backs, other modulation, or architectural
2.1A features such as cornices, ledges, or columns, and must occur
in total combination for at least 20% of the fagade length. May
be averaged over entire facade, but may not exceed 75 -feet
without a break.
For buildings with fapacles, longer than 200 -feet reduce massing
of buildings by grouping or incorporating smaller tenant spaces
i Within mixed use areas and for all developments along arterial
roadways, buildings over 1,000 sqft must provide a minimum
2.11) 20 -foot building elevation to include average parapet height,
ridge of a pitched roof, or tower/turret type elements at least
20% in total of overall facade width.
awl
), Last Modified: 02/1212016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity-org
Page 13
ARCHITECTURAL STANDARDS
DESIGN REVIEW CHECKLIST NON-RESIDENTIAL
;foal Physrcal,ly configure building designs to reduce disproportioned
2:20:
archrtectural scale relative to adfacent uses Applies to fa��des of
[ developrrentalogg public -toads, publicspaces, and residents )1 areas',
For adjacent buildings with greater than 1 -story height disparity
(i.e.—two or more stories difference) and within 30 -feet of each
i other, integrate and align parapet designs, material changes,
r 2 2A fenestration alignment, material reveals, or other architectural
elements and horizontal articulation, to relate varying building
heights to one another. Aligned features do not have to be the
i same type (i.e. window pattern on one could align with parapet
on another).
awrrr
iately scaled madulatie
sthetic .building-design3
garterial and collector;
lents facingroadways;
rid visible from. public s
)
WE IDIAN
Last Modified: 02/12/2016, Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org
Page 14
ARCHITECTURAL STANDARDS
DESIGN REVIEW CHECKLIST IKON -RESIDENTIAL
Incorporate at least one type of the following modulations in the
fagade plane, including but not limited to projections, recesses,
and step backs that articulate wall planes and break up building
I 3.1A mass. Examples include but are not limited to columns with
trim or accent materials, change in finished material depths,
i building overhangs, and inset features and materials such as
false windows or fenestration with architectural accents.
Qualifying modulation must be at least 6
least'8-inches in width or height {which(
II j occur in total for 20% of overall facade e
V I ', ' 3.113 with facades'less than 150 -feet, horizo
77,
occur no less than every 30 -feet. For 1:
Note:
Building designs with multiple stories must provide proportion-
ally taller ground -level facades adjacent to public roadways and
public spaces. Provide floor -to -ceiling heights, or floor -to -floor
from 10 to 16 feet.
( toy
:e' list of all Standa
Last Modified: 02/12/2016, Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org
C✓>11
E IDIAN��.
Design parking structure fagades as site integrated buildings,
3.1C
meeting applicable Manual standards for Architectural Elements
and Material sections.
l
incorporate visual and physical distinctions m the building design:1
I that enhance building forms, articulate facades, identify entries, �[
i �-•• ,
€ (
�i0a1
l �0
integrate pedestrian scale and visually an;chnr tha buildm to tk�e
l
3
ground or optlevel. Applies to building fa�ade5 vis! le; a -(
ublrestreet.or utilics ace and to fagades: blicenines
i
For at least 30% of applicable fagades use any combination of
concrete, masonry, stone, or unique variation of color, texture,
or material, at least 10 -inches in height, around the base of
3.2A
the building. May alternatively incorporate other architectural
features such as ledges, fagade reveals, ground level fenestra-
tion, raised planters, or landscaping elements within 3 -feet of
finished grade.
l
Note:
Building designs with multiple stories must provide proportion-
ally taller ground -level facades adjacent to public roadways and
public spaces. Provide floor -to -ceiling heights, or floor -to -floor
from 10 to 16 feet.
( toy
:e' list of all Standa
Last Modified: 02/12/2016, Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org
C✓>11
E IDIAN��.
For sloped roofs, incorporate at least two of any one roof element,
including but not limited to: valleys, ridges, or gables. Qualifying
f- elements in total must exist for at least 20% of applicable fagade
3.4B roof area and be visible from the same fagade elevation. May
also incorporate other roof styles, such as parapet walls over
entryway features.
�E IDIANI
Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org
f
g g relate; nternal
VVIti�,
: i ,
_
Gaal
paces a grou d ua streelt level with facades adat
lacent to pubUc
��
3 30
roadways, public spaces And along primary building entries, and that
j
addvisual interest andcoinpothefirstfloorbuilding;design,
Use horizontal and/or vertical divisions in wall planes, such as
ledges, awnings, recesses, stringcourse, molding, joint lines,
i
i
r
3.3A
or other material types, to frame and accent 30% or more of
total fenestration. l
Average 30% fenestration for applicable first floor fagade, unless
1
3.31)
specified elsewhere. May also meet fenestration alternative
I VII
(see 3.3E). Big box and buildings in industrial districts may limit
applicable facade area to 30 -feet around public entries.
For sloped roofs, incorporate at least two of any one roof element,
including but not limited to: valleys, ridges, or gables. Qualifying
f- elements in total must exist for at least 20% of applicable fagade
3.4B roof area and be visible from the same fagade elevation. May
also incorporate other roof styles, such as parapet walls over
entryway features.
�E IDIANI
Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org
ARCHITECTURAL STANDARDS Page 16
DESIGN REVIEW CHECKLIST I NON-RESIDENTIAL
1% h,
Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org '**
ARCHITECTURAL STANDARDS Page ( 7
DESIGN REVIEW CHECKLIST NON-RESIDENTIAL
i- A. i /
Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org
Page 18
ARCHITECTURAL STANDARDS
DESIGN REVIEW CHECKLIST I NON-RESIDENTIAL
! For buildings with fagades that face multiple public roadways
V i j 5.1A and/or public spaces, use consistent material combinations,
material quality, and architectural detailing.
The use of vinyl and ordinary smooth face block, unfinished,
colored, or painted, are prohibited as a field materials for building
(^ j 5.1H fagades along public roadways, adjacent to public spaces, and
when visible from residential neighborhoods. Smooth face block
( may be used as an accent material.
3 5.11
i
I
520
i..
—: ,2A
i►' ' i 5
)
i
( 5.28
Note: For a coi
>mentbuildingmatenalsand suj
practices ;Applies t6 uNpri f<
iublic spaces, andpedestnari;e
Use of intensely saturated colors or fluorescence is prohibited
as a primary material. May be used as an accent material.
-�E P,1DIAN
» Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org
ARCHITECTURAL STANDARDS Page 19
DESIGN REVIEW CHECKLIST I NON-RESIDENTIAL
!f a "iU" ar'�N/A" is aheaked, plea�� ex�tain In c4mr�enits
• a ;`% -+ r04
.
_
Use lighting fixtures that are consistent with other decorative
hardware on the building. For example, select lighting hardware
- with similar color and shape as other building hardware, use
6.1C recessed lighting, g g, incorporate uniform spacing, integrate with
other accents and reveals, and coordinate specialty lights with
jpredominate architectural features.
C��fIER,IDIAN�_''
KCIP"He
Last Modified: 02/1212016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org
If
E RjDIAN
Last Modified: 02/12/2016. Questions? Contact the Planning Division at 208.884.5533 or www.meridiancity.org