HomeMy WebLinkAboutPacket, Pre PLANNER 10/14/2021Pre -Submittal Meeting
Development and Public Works Department
Reem 61
PRE -SUBMITTAL MEETING DATE:
Friday, October 29, 2021
10:00 a.m. - 11:00 a.m.
DPW Genferenee Room 616
Pre -Submittal (Site Plan Review) #811 -21 -000275 -PRE 811-21-000041-PROJ Cameron Fultz
Assessor's Map: 17-03-25-31 TL: 2700, 2800, 3100
Address: 1570 Mohawk Blvd.
Existing Use: commercial building with drive thru
Applicant has submitted plans to redevelop site for restaurant with drive through
Planner: Drew Larson
Meeting: Friday, October 29, 2021 10:00 — 11:00 via MS Teams
SITE
VICINITY MAP
811 -21 -000275 -PRE Pre -Submittal Meeting
17-03-25-31 TL 2700, 2800 & 3100
1570 Mohawk Blvd
Cameron Fultz
N
City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
W 0#/
Type (Applicant. dieck
Site Plan Review Pre -Submittal: x❑ Major Site Plan Modification Pre-SubmittalApplication
, ❑
Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑
Required Project Information (Applicant. complete this section)
Applicant Name:Cameron Fultz Phone: 206-782-2911
Company: CB Anderson Architect
Email: cam@cba-arch.com
Address: 7209 Greenwood Ave N, Seattle WA 98103
Applicant's Rep.: Mike Shields
Phone: 541-338-9488
Company: Johnson Broderick Engineering
Email: mike@ibe.us.com
Address: 325 W 13th Ave, Eugene OR 97401-3402
Property Owner: JCK ENTERPRISES, LLC
Phone:
Company:
Email:
Address: 875 Country Club Road, Eugene, OR 97401
ASSESSOR'S MAP NO: 17-03-25-31
TAX LOT NOS : -02700,-02800,-03100
Property Address: 1570 Mohawk Blvd, Springfield, OR
of Property: 32,507 Acres ❑ Square Feet
PropoISize
Dwelih o No. of 0
Proposed Name of Project: Dave's Hot Chicken
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Proposal: Redevelopment of existing commercial site
Existing Use: Mixed use commercial (Bank with drive-through, commercial services)
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf
Si natures: Please sign and Drint Mour name and date in the acicirociriate
Required Project Information (City Intake Staff.,
Associated Applications:
box on the next gaqe.j
complete this section)
Signs:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: $
Posta a Fee: $
TOTAL FEES: $
PROJECT NUMBER:
Revised 1/7/14 Id 1 of 11
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www.spdrygfialdor.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
----------- — (Area below this b'sefdled out by Applicant) __—
(Please return to Clayton MEachern @ City ofSprtngiiield Development and Public Works, Fan # 736-1021, Phone # 736-1036),
enwd:cnae�lern@sprirtglleldor.gov
Project Name:
Applicant:
Assessors Parcel #:
Date:
Land Use(s):
Phone #:
Project Size (Acres):
Fax #:
Approx. Impervious Area:
Email:
Project Description (Include a copy of Assessor's map):
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
Proposed Stormwater Best Management Practices:
(Area below this line /'died outby the City andReturned m the Aaabeand
(At a nurumuan, all boxes checked by the City on the front and backoftlus sheet shall be subnutted
or on application to be coaWletefor subnuttal, afthough other requirements n be recess
Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method)
❑ Small Site Study—(use Rational Method for calculations)
❑ Mid -Level Development Study— (use Unit Hydrograph Method for calculations)
❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations)
Environmental Considerations:
❑ Wellhead Zone:
❑ Wedand/Riparian:
❑ Soil Type:
Downstream Analysis:
❑ N/A
❑ Flow line for starting water surface elevation:
❑ Design HGL to use for starting water surface elevation:
❑ Manhole/Junction to take analysis to:
❑ Hillside Development:
❑ Floodway/Floodplain:
❑ Other Jurisdictions
Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-or,gov, FAX., (541) 736-1021
COMPLETE STUDY ITEMS
r Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on
application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield
Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site
appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been
signed in the spare provickel below:
Interim Design Standards/Water Quality (EDSPM Chapter 3
Req'd N/A
❑ ❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration
media) for stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Stormrmer Management Manual.
❑ ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the Eugene Stomrmvater Management Manual (Sec2A.1).
❑ ❑ If a stormrmer treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with City of Springfield or Eugene's Stomrmvater Management Manual.
❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM.
All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment or weather resistant enclosure.
❑ n Design of Stoma Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to
Other/Miscethmeous
❑
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
❑
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
drains.
❑
Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstream System EDSPM Section 4.03A.0
❑
A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (OPSC).
❑
❑
Elevations of the HGL and flow lines for both city and private systems where applicable.
❑ n Design of Stoma Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to
Other/Miscethmeous
❑
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
another.
❑
Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation.
❑
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady.
* IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study
and plan set. Signature Date
Form Version 5: June 2015
CB ANDERSON
ARCHITECT
Date: 27 September 2021
To: City of Springfield, Oregon
33
Re: TYPE II SITE PLAN NARRATIVE FOR:
Site Address:
1570 Mohawk Blvd, Springfield OR
PROJECT NARRATIVE
Project Scope: The redevelopment of a site from a commercial structure with a drive
through (bank) to a restaurant with a drive-through.
The site is situated near and across the street from other buildings of its same type.
The site directly abuts six other properties, four of which are zoned low density residential,
one is community commercial, and the other is mixed use commercial.
Site design has paid close attention to where the drive -up ordering posts are located, and
we are mitigating that potential noise with a 6' high concrete masonry unit (cmu) fence.
These cmus are well suited for blocking sound. We will also be texturing these blocks and
varying their color in a visually pleasing manner.
Site design has also paid close attention to the drive-through's direction at pay and pick up
windows with respect to Mohawk Blvd. We are proposing a 3' high wall in this area along
with landscaping. That 3' wall is intended to look and feel like the building. We have looked
at numerous schemes, and in the prior DIM meeting, I believe we agreed that this
orientation nowfurther progressed was the most feasible.
We understand that 1 % of our building cost needs to go towards a public art statement. We
are proposing a location and suggesting an artwork approach that would provide maximum
visibility and opportunity for public enjoyment. It is on the corner of an intersection and near
a bus stop.
As suggested in G200, the artistic goal would be to weave together a variety of colored and
textured ribbons of sidewalk, each representing different voices in the community. Some
sidewalk strands might have rocks in them, or another embedded colored glass, or another
slices of local rock set in like pavers, another tinted, another with embedded impressions,
another with tiles fragments and mosaic pieces, and so forth.
Peak staffing, during meal times, is expected to be between 8 to 10 persons. Between peak
times, staffing is typically 6 or less persons.
208782-2911 7209 Gr mx Ave N
F: 208.782-%24 Seattle WA98103
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ROOFED ENCLOSURE, 6'
TEXTURED CONCRETE
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DRIVE-THROUGH
ORDER POST.
- it
EXISTING
DRIVEWAYS TO
/ REMAIN
PUBLIC ART: CONCEPT: A
CITY WALK OF
INTERWEAVING RIBBONS
OF PAVEMENT IN VARIOUS
COLORS ANDTEXTURES.
/ SOME COLORED COLIC
d EMBEDDED WITH
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DAV E'S HOT WOOD GRAIN PATTERNED,
CHICKEN SOME PAVERS LIKE CUT
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INSIDES, AND SO ON.
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`PAY WINDOW
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ARCHITECTURAL SITE PLAN
1570 Mohawk Blvd, Springfield OR
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2S �nYinl, Beed 1110i0.tl F111 PIEDbedy RetN Pet IESNA LM-W-00ant
Wjwted eeo (ESNA TM -21.11).
To taltulN. LIF wtlrelumenmamt.11, haorlFrtm=.nde w di. meiednw M1v
.f.,.t,w k_ wit.
Forothe, him., malN.nent. ralu.e, tmletl 4tlon
Al
ssplo 0.95
SOp]0 0.92
1mA01 085
R
30
530
5d
O45
3m
@6
310
OM
3]]
0.19
-
0.10
-
On
Dnwmwired iNependendyta5N50
�Om
di
a ma
%mN¢il77,711
MMI
Aanprp
PamPdwm
031
.1
Oomm
dio— Row,
m,
Omw
PIPVPIPN
momi
I 1M%NN3M
Projected LED Lumen Maintenance
Now nhoo—the aPohtN P.d.mame Pm,mtlo..lorthe Plallomv mtN Ina
2S �nYinl, Beed 1110i0.tl F111 PIEDbedy RetN Pet IESNA LM-W-00ant
Wjwted eeo (ESNA TM -21.11).
To taltulN. LIF wtlrelumenmamt.11, haorlFrtm=.nde w di. meiednw M1v
.f.,.t,w k_ wit.
Forothe, him., malN.nent. ralu.e, tmletl 4tlon
Al
ssplo 0.95
SOp]0 0.92
1mA01 085
Electrical Load
MMM'1.
R
30
530
5d
O45
3m
@6
310
OM
3]]
0.19
-
0.10
-
On
Dnwmwired iNependendyta5N50
�Om
Amrmi
a ma
%mN¢il77,711
MMI
Aanprp
PamPdwm
031
Slate
w99�31
dio— Row,
Row,
Time
PIPVPIPN
30131
I 1M%NN3M
I Mile111PI lied,
3x
lom
OM
030
Ola
MtiMlmImdh SKA
*
30
-PIPI!(3Vv
N.
3V 13]96)
"DweeM
Mile,111K 5
3x
101
PIPN
OuQut
WpN
P5
30
1101
,.ewlmmwmenv¢, aaea,arnmmmrNa.
Electrical Load
MMM'1.
R
30
530
5d
O45
3m
@6
310
OM
3]]
0.19
-
0.10
-
On
Dnwmwired iNependendyta5N50
R
30
]LO
10
1259
034
031
0]5
0l0
016
(mgdhie with Aandard twit i d'nwslk
bdNBloet,mddera m9
R
30
10%
10
086
050
O.M
OM
030
Ola
MtiMlmImdh SKA
*
30
1350
n5
IW
OEO
OM
OA
037
Ol]
(ONmm dThY��
P5
30
1101
IM
1.16
Ob]
O.W
051
Ob
09
M
W
1350
is
136
078
088
059
OR
034
P]
b
1101
183
153
088
OA
)f
053
038
PS
60
IOID
301
134
098
081
OA
ON
049
W
60
12%
241
301
1.16
III
083
070
051
RO
60
530
106
090
OM
OR
OM
033
Ol]
Pniala'0(tia
(IM4irtsL90
aA9a
RI
R3
Po
Po
]N
Iom
IR
3W
L15
IN
OR
Otis
OM
081
053
026
043
060
033
0K
PI3
Po
n50
331
1.93
1.13
OW
OBS
Ob]
0d9
Nmleidid. see". wmmnhiiry RimarymMroldevia Nebs
05X1 -LED
'. L/THON/A
Few, IeP1n1
,.6d8
Held Mju4ahleouuldrvia installN inside[M1e
Nlmiroelummimiremdinih alydiered,
Ippdrviee
f oohtheoed withothrtweel,14.11w
minde,wlredlothedremmimminglois
tlledvelytrlmming thellghtoupLL
1i VVlebk
05
Dnwmwired iNependendyta5N50
Thelummamis whed to two separnehmip
yde rdeN odd—
yWP
Ped ' lwa separemly., fieddrod, fineder
Xh
umnaireoperation
alkwmgkrA/50m,mw n.
AR as more eerteNMveahmafix
RASARR]
MnAaXpM1moall re®dde
(mgdhie with Aandard twit i d'nwslk
bdNBloet,mddera m9
]wnlodpintadkwAasOLLNik
%nd85wdlmming ladmddw,Frc6N]
INdmommedrmXdrada
Mipwide0.l W irg sgrdi
aalvmN,medrudw.dh, N19M
areeapped,ndelu0naie
AAaPIM
MotimsamaxidFntrynldwlaell.%Ala
WrrirartdmxAnrmoeuP—,dehRN.
MtiMlmImdh SKA
N»rvaMdewaF%%Ilf(3ixMNet�r
b15'muetio,nMW15-30mwr0rg
IiNadIewdi dwk-.dawdd,,d Imd
NLIIIA]A%IN
rti9MNAemhMdlurirarehrmo0mmerq
Fbtimad arr4ntlightsensing withgrwp resporce
sedded mrirg wrtM1 motonsenwrover-ddewFen
NigMHrr506A
rlgM1tNAsamrsmkpogr d.irhdemarisared
dnmallydwrekarmmuNolim
wrelewdy—elected wthe hL,ht[dyPse.
tandv9read wng Ne[INNry Ao}p
05X1 -LED
'. L/THON/A
Few, IeP1n1
,.6d8
Onei,tFonia Way • Con,wm,Gw, ia3]I112 • PMne: 1$ 7(] SEW937B • w•mn.Iith—i—m
L/GWT/NG.
CX112M1Ae,Inam,d Dghi Al,1ghbod iVad.
COMMEItCIALOIITDWN
Performance Data
Lumen Output
Wnren va lu..an hom PM,m ,n.npe&m dinawr6rce 6IFSNA mmdaedm ba rapmmletrve dtlw mnfigvalimaeMxn, wiAn Yie ylanmallmwdby Li ne, FeN WMeg 4Mrybr
P.rfu,man<. darn oa a m.od'.n--o dwww n...
ID
530
%
SN/
115
M
135
M
1475
MM
1nM
14
1555
1575
150
W(
Ill0
RN
6357
6150
3
6]]9
61R
R
6161
672
]H
6]11
v%
9ll
IM
l
l
1
]
1
1
1
l
7
3
3
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
l
l
1
]
]
]
]
0
1
1
1 1
7
7
IN
IN
IN
116
IA
117
IA
IN
III
IN
IN
e
R
11
6,956
6,919
6M
6,%7
696]
6216
6,963
7,N2
]
7R9
7,187
S,TN
1
4758
l
l
]
]
1
1
1
3
7
3
3
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
l
l
]
]
]
]
]
0
1
1
7
7
7
7
129
129
125
129
1]9
126
129
131
IN
IN
IN
]9
79
79
7AN
]p3]
7,03
7A%
]A4
6901
73M
730
730
],RI
],R3
S,RI
4A2
1132
l
l
]
]
1
1
1
3
7
3
3
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
l
l
]
]
]
]
]
0
1
l
7
7
7
7
130
130
131
1]]
131
128
131
136
136
135
135
107
M
30
510
%
]pW
115
U0
7
0
7
118
6756
7
0
7
IR
8,99
7
0
7
179
12
RS "a 7 0 7 118 8A77 7 0 7 IR Beg 7 0
7
178
131 a 7 0 7 118 801 7 0 7 IR 9,756 7 0
7
179
135 U21 7 0 7 115 8XI 7 0 7 IN 8,]51 7 0
7
175
63 7 0 7 118 I 7 0 7 IR 9 1 7 0
me
7
179
MM
1475 7 0 7 115 I 7 0 7 IN 6818 7 0
7
176
9A%
TIM q75] 7 0 7 IIB Bp96 7 0 7 IR 9, 7 0
MV
7
179
1M U& 3 0 0 173 9357 3 0 0 137 9569 3 0
0
134
155 0 3 0 1 IN 9 9 3 0 1 137 M 3 0
1
134
15M 8573 3 0 7 IR 9,36 3 0 7 137 9553 3 0
7
134
15W 8517 3 0 l IR 9,175 4 0 l 131 9391 4 0
l
133
W 6;70 I 0 7 97 7,N3 I 0 7 IM ] 86 I 0
7
IN
WE0 5A38 1 0 l R I 57 1 0 l 78 1 5A6 1 0
l
9
Wo 5338 1 0 l R 5A7 1 0 l 78 5A% 1 0
l
9
7
1050
%
1070
115
1101
l
0
l
IN
1 11561
3
0
3
Ila
R,RI
3
0
3
125
1b II 7 0 7 114 17 3 0 3 173 1770 3 0
3
175
RM II,]e 7 0 7 115 17,613 7 0 7 IN 17,72 7 0
7
175
135 113N 7 0 7 111 17315 3 0 3 170 123M 3 0
3
171
13M 11 7 0 7 115 12,5V 7 0 7 173 I ]Q 7 0
7
175
1Q1 IIA26 7 0 3 117 17,99 7 0 3 171 17,165 7 0
3
177
TIM IIA73 7 0 7 114 1755 7 0 3 173 I7,7N 7 0
3
III
15Y5 I1,I4s 3 0 1 119 1308 3 0 1 118 Iva 3 0
1
Ill
14 12,150 3 0 1 119 1309 3 0 1 118 I % 3 0
1
Ill
15M 17,119 4 0 7 119 13356 4 0 7 178 13371 4 0
7
131
15W 177750 4 0 3 118 17,e0 4 0 3 177 I;IN 4 0
3
IN
W 9 0 1 0 2 M 10310 1 0 2 101 Illas 1 0
2
10
LM 7,111 1 0 3 70 7,671 1 0 3 75 ]]e 1 0
3
M
KM 7,111 1 0 3 70 ],6]1 1 0 3 75 ],]e 1 0
3
M
7
12%
%
12W
115
13 35
3
0
3
107
14 3
3
0
3
116
l 57
3
0
3
117
RS 13,171 3 0 3 107 14,158 3 0 3 116 14611 3 0
3
117
RM 1337 2 0 2 IN 14U2 3 0 3 116 14716 3 0
3
118
135 13361 3 0 3 105 1404 3 0 3 113 1457 3 0
3
114
13M 13 ] 7 0 7 IN 14 7 0 7 116 I I 7 0
7
117
1Q1 11165 7 0 3 105 14,187 7 0 3 113 143Q 7 0
3
115
TIM 13A1? 7 0 3 10 14,758 7 0 3 116 MAA 7 0
3
117
TM 11M 4 0 1 117 15 4 0 1 121 1% 4 0
1
127
14 11M 3 0 1 111 15 3 0 1 111 I 71 3 0
1
111
15M 11%3 4 0 7 117 1532 4 0 7 170 IVB 4 0
7
IR
15W BA72 4 0 3 111 14,M 4 0 3 110 15,131 4 0
3
111
W II 7] 1 0 7 M 11 9 1 0 7 95 I N 1 0
7
%
KM 675 1 0 3 E6 683 1 0 3 ]I 9951 1 0
3
R
8((0 975 1 0 3 9 8,839 1 0 3 ]I 9951 1 0
3
R
L
ICO
PS
13875
115
14 ]9
3
0
3
IN
15 14
3
0
3
115
1014
3
0
3
116
1b 14 d 3 0 3 IN 15,9] 3 0 3 114 IsW 3 0
3
116
RM 14]39 3 0 3 107 1508 3 0 3 115 1609 3 0
3
117
135 5374 3 0 3 103 15,38 3 0 3 111 1558 3 0
3
113
13M 14;M 7 0 3 107 15 3 0 3 115 1 3 0
3
116
1Q1 143M 2 0 3 IM 1537 3 0 3 111 IS,6e 3 0
3
IN
TIM 1405 7 0 3 IN 15,830 3 0 3 115 16031 3 0
3
116
1M 15A3 4 0 1 111 16 4 0 1 119 1 n 4 0
1
111
155 15,95 3 0 1 111 16AR 4 0 1 119 1676 4 0
1
171
15M 15,57 4 0 7 111 16435 4 0 7 119 1" 4 0
7
171
15W 15157 4 0 3 110 1 3 4 0 3 118 1 34 4 0
3
IM
W( 12318 1 0 2 87
q99 1 0 2 W 13,143 1 0
2
95
LM 8,%5 1 0 3 65
9,65] 1 0 3 7 9120 1 0
3
71
RN 8,%5 1 0 3 65
9,657 1 0 3 7 9120 1 0
3
71
'. L/THGN/A One umona Way- �n,en• Geer, a W2- P'mne1$ 7(SSPPN 9378)• w„a,,.Lenone mom DsxvLED
L/GNT/NG. 04111W aewn ar-n6 L,,hl , me. AI,lsnl.—ed . Rw Wnn
gas ef8
COMMER11 OUTDOOR
.. .
Lumen Output
Wman va luar are hom plwtommir inn perbmwd inemr6rce wiYi IFSNA IM�Ti�. Data'amrmtlaad m ba ragnmletrve dtlw mMgvalimaeMxn, wilM1'n Yie ylanmallmwdby Li�liy Fam. Wmaa Yaory br
p.�b,marc.dara oaam rca69�nti�rct4w»nM..
DW -LED
'. LIMUMA
Ra"-W1M
Papa 6 d8
IIIO
P6
CX 112M1 A—W B—D9mmy me Al ,l9nb ,ererred.
COMMERCIAL OUT R
751
3
0
3
IW19;18
3
0
3
II]
19,]59
3
0
0
3
118
735 3 0 3 IW 18,98 3 0 3 11] 193M 3 0
3
118
3 0 3 10] 19 3 0 3 11] 19 3] 3 0
3
119
19
,19 3 0 3 105 IBp3 3 0 3 113 19,7R 3 0
7TW
3
115
783 3 0 3 IW 19;19 3 0 3 11] 3 0
3
116
99 3 0 3 106 5 3 0 IU711
110 I ]1 3 0
116tl
b]] 3 0 3 IW 19/148 3 0
19 4 11] 3 0
4
118
2IvnUM 0
0 1 113 I9 0 1 Ill
83% 1
1 1
Ill
8390 16 4 2W 4 0
4 0 2 113 19,816 0 2 12] 2UI6
2
Ill
4 0 ] 113 19 ]E6 4 0 ] 121 ] I6 4 0
]
Ill
9 29 5 5
19736 5 0 3 IID 19,885 5 0
5 0 3 5
3
in
1409
n( 10;89 2 0 2 89 15714 2 0 3 96 2 0
99
3
1ls,iiIIs1.761
L((0 10;91 I 0 3 E6 II 14 1 0 3 71 11]61 2 0
3
n
R(0 10]81 1 0 3 E6 IIb12 1 0 3 71 11,]61 ] 0
3
n
11
tl
1101
ry
18314
TISus
19j17
3
0
3
105
A,]Il
3
0
3
113
269]5
3
0
3
115
RS 19 3 0 3 105 A 3 0 3 113 2 952 3 0
3
110
RM 19,315 3 0 3 105 A,A7 3 0 3 110 2U% 3 0
5
3
115
135 la&s 3 0 3 102 A,n1 3 0 3 110 11396 3 0
111
13M 19,258 3 0 3 105 3 0 3 113 21,L53 3 0
3
3
115
2M,746U%
11M IB 3 0 103 ] 96 3 0 111 2 53 3 0
112
TIM IqxM07 3 0 4 105 2159 3 0 4 113 21996 3 0
4
115
0 1 IN 21$14 1 0
1555 1 0 1 118 21;3]
1 1
119
4
155 A 3 21 1 1 0 2 118 21 1 1 0
M03 4 0 2 4
2
119
15M 1 4 IN
1 0 2 10] 21M7 5 0 3 118 21]93 5 0
3
119
n 11756 5 0
1m 19,852 5 0 3 IW 1631 5 0 3
3
118
93
n( 15,]80 2 0 3 86 16,9* 2 0 3 93 12" 2 0
3
91
1((0 II]12 2 0 3 61 12 2 0 3 69 12 2 0
3
A
2 0 3 69 2 0
8((0 11,]14 2 0 3 61;14,7%2
3
11
Po
105)
ry
20TH
115
12;91
3
0
3
MX'
3
0
3
11]
2pm
14535
3
0
3
119
]b 2 3 0 1 INNX8
3 0 1 11] 2 3 0
1
118
121 22582 3 0 3 10]MX7MX7 3 0 3 118 24635 3 0
IN M
3
119
135 21570 3 0 4 1060 3 0 4 111 23556 3 0
4
115
131 22327 3 0 4 IN 3 0 4 11] 245]5 3 0
4
119
11M 22A38 3 0 4 IN1 3 0 4 115 1 1 3 0
4
116
TIM 22313 3 0 4 IN3 3 0 4 II] 2'. 3 0
4
119
1555 -515 5 0 1 1134 5 0 1 122 25$14 5 0
1
123
155 23,134 4 0 2 1134 0 2 122 2 N 4 0
2
123
151 -j]4 5 0 3 1131 5 0 3 I22 25pW 5 0
3
123
15W 23RI 5 0 4 n26 5 0 4 n1 25332 5 0
4
1a
n[ IB 8 2 0 3 892 0 3 96 2 136 2 0
3
97
L((0 13,735 2 0 3 E66 2 0 4 ]1 14M 2 0
4
72
R(0 13,735 2 0 3 E6 14,796 2 0 4 71 14M 2 0
4
72
0
12%
P9
-IW
115
25$]5
3
0
3
IN127�n3
1
3
0
]],All
3
0
3
116
us 25 3 0 4 IN 3 0 1] ]1 3 0
4
116
VIA M5 3 0 3 10] 3 0 18014 3 0
3
116
135 -5)0 3 0 4 1031 3 0 1 2],130 3 0
4
113
13M 25 1] 3 0 4 IW 3 0 1] 3 0
4
116
111 2 1 3 0 4 IM 3 0 I] A 3 0
4
113
TIM 25,602 3 0 4 106 3 0 11,98 3 0
$4119
4
116
1M 266]6 5 0 1 110 5 0 29/W 5 0
1
121
14 2 4 0 2 111 5 0 2 A 5 0
2
121
15M 16.581 5 0 3 110 5 0 19591 5 0
3
IA
15W 26^ 5 0 4 110] 5 0 8 298W 5 0
4
IA
n( 20 2 0 3 8] 2 2 0 2% 2 0
3
95([0
15719 2 0 4 65 5 2 0
A((0 15719 2 0 4 65 5 2 0 npH 2 0
4
n
DW -LED
'. LIMUMA
Ra"-W1M
Papa 6 d8
One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 1]318) • www.Lth—,mm
L/GNT/NG.
CX 112M1 A—W B—D9mmy me Al ,l9nb ,ererred.
COMMERCIAL OUT R
Performance Data
Lumen Output
Wman va lua•are hom plw[omNi�inh parbmred inemr6rce wiYi IFSNA IM�Ti%. Data'amrm4aad m ba ragnmletrve dtlw mMgvelimaeMxn, wi1M1'n Yie ylanmallmwdby Li�tiy Fam. Wmaa Yaory br
p.�b,marc.dara oaam ro�es,,.Liw�rcLsw,mn...
Po
Si0
%0
IO6,M
115
W-zw
3
0
3
IN
13,950
3
0 3
133
1458
3
0
0
3
133
II
]b 122M 3 0 3 IR 14MI 3 0 3 134 3 0
3
133
114,1&40
RM 122M 3 0 3 III 13 1 3 0 3 130 13 3 0
3
136
135 1186 d 0 d IA 13,754 d 0 d 130 13,993 d 0
d
131
13M 1110 d 0 d IN 13,913 d 0 d 132 1412 d 0
d
136
11M 1 d 0 d IR 13,945 d 0 d 134 14121
979 d 0
d
133
1nM 13379 3 0 d III 14315 d 0 d 135 14986 d 0
d
13]
1555 133]] 3 0 1 193 3 0 1 135 14513 3 0
1
14 13,960 3 0 1 125 13Nd 3 0 1 135 14165 3 0
145
1
1IM
%
154 13 56 d 0 4 145 13 1 d 0 4 135 I d 0
4
1%
IM
1W 13,13] 3 0 3 143 13,153 3 0 3 131 141% 3 0
3
135
9[ 3 0 3 3 0 3 III II,BW 3 0
3
IR
]169 I 0 3 ]3 91 0
M 733 Mq 0 3 A 87
3
81
16(0 4
. 3 0 3 73 M. 3 0 3
4 d 0
d
B1
Po
701
%1
13TH
115
1655
16556
3
0
3
141EIO�R2
5
3
0 3
130
13
IWI
117061
d
0
d
1%
RS 1691 d 0 d 1403 d 0 d 149 I]95] d 0
d
131
RM 16,758 d 0 d 144 d 0 d 134 117]81 d 0
d
135 16,75 d 0 d 1181 d 0 d 1]] 17AM d 0
d
IIB
IN
N
13M 16,]18 d 0 d 144lax d 0 d 134 117]]1 d 0
d
131
11M 16A2 d 0 d 140] d 0 d 169 17946 d 0
d
131
1nM 16,85] d 0 1 1239 d 0 1 131 18389 d 0
1
IN
1555 16,925 d 0 1 IN] d 0 1 131 18518 d 0
1
135
155 16,82 d 0 1 d 0 132 4 d 0
134
15M ION 4 0 4 123 d 0 4 134 19 4 d 0
IN3 2
2
4
133
1M 1965 3 0 3 IR6 5 0 3 18
1919` 5 0
3
133
IN
610 14815 3 0 3 10115 3 0 3 IN 1110` 3 0
3
110
IL(O 9 0 3 744 4 0 3 78 IVR 4 0
3
A
4
9675 d 0 d 74 10,638 d 0 d 10]]3 d 0
4
A
Po
1050
%4
20TH
TIS
115
22,996
4
0
4
111
N53
d
0 d
12
120
25,L91
d
0
d
121
IN 2W 4 0 4 110 NMI 5 0 5 119 2W 5 0
5
17
d 0
RM 235]] 4 0 4 112 2505 d 0 d 121 25304 0AI
d
1 23
135 22563 4 0 4 10] 5 0 5 11] 2454M 5 0
5
13M 23563 d 0 d 112 MAI d 0 d 121 25,95 d 0
d
IN 123
11M 22A24 5 0 5 110 xx 5 0 5 119 2 5 0
5
17
5 0 5 122 255N 5 0
ln4 23519 5 0 5 113 M
5
MMX3AI
1555 ] 5 0 1 113 25511 5 0 1 IN 5 0
1
IIN
IN
N
155 23 d 0 2 113 2518] d 0 2 122 2 O6 d 0
23 2 06
2
15M 23,165 5 0 3 113 25,181 5 0 3 122 25593 5 0
3
IN 123
1563 23,165 5 0 1 IR N194 5 0 1 RI 45,971 5 0
1
IR
61[ 19 I 4 0 4 ]I] 4 0 4 ILO 2079 4 0
4
101
LM 13,54 2 0 3 147% 2 0 4 71 14%3 2 0
4
72
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Ra" -W lnl
Papal 8
One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth-,mm
L/GNT/NG.
®m 11 m.l A-1, a-D9mmy m� Al ,1914. ,ererred.
COMMERCIAL OUTDWR
FEATURES Ifo SPECIFICATIONS
INTENDED USE
Thesleek designof the D-Seres Size 1 refectsthe embedded high performance
LED mular gy It is ideal for many commercial and monkipal applicatbre, such as
parking loo, plazas, campuses, and street5capes.
CONSTRUCTION
Singlepiecedie-cast aluminum housing has integral heat sink fire to optimize
thermal managementth rough conductive and convettive cooling. Modular
design allows for ease of mamtenance and future light engine upgrades. The LED
drivers are mounted in direct contact with the casting to promote low operating
temperature and long life. Housing is completely sealed against moisture add
nmental contaminants (IP65). Low EPA (101 fix) for optimized pole wind
loading.
FINISH
Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset
powder coat finish that provides superior resistance to corrosion and weathering.
A tightly controlled mu In stag e process an su res a minimum 3 mils thickness for
a finish that can withstand extreme climate changes without cracking or peeling.
Available in both tenau red and non Textured finishes.
OPTICS
Precision -molded proprietary acrylic lenses are engineered for superior area
lighting distribution, uniformity, and pole spacing. Light engines are available in
standard 3000 K 4000 K aM 5000 K p0 CRO configuration. The D -Series Size 1
has zero uplight and qualifies as a Nighttime FrieMly"" product, meaning it is
consistent with the LEED' add Green Globes" criteria for eliminating wasteful
uplight.
ELECTRICAL
Light engine config orations consist of high -efficacy lEDsmounted tometal-
core circuit boards to maximize heat dissipation and promote long IRB (up to
LW100,000 hours at 25°C). Class 1 electronic drivers are designed to have a
power factor X90%, THD <p%, aM an expected life of 100,000 hours with <1%
failure rate. Easily serviceable 1 DkV surge protection device meets a minimum
Category C Low operation (per ANSWEEE C62 412) -
STANDARD CONTROLS
The DSX1 LED area luminaire has a number of control options. DSX Size 1,
comes standard with 0-10V dimming drivers. Dusk todawn controls can be
utilized via optional NEMA twist -lock photocell receptacles. Integrated motion
sensors with on board photocells feature flelcladjustable programing and are
suitable for mounting heights up to 30 feet.
nLIGHT AIR CONTROLS
The DSX1 LED area luminaire is also available with might® AIR for the ultimate
in wireless control. This powerful controls platform provides outof-the -box basic
motion sensing and ph otocomml functionality and is suitable for mounting
heights upto40feet. Once commissioned using a srnariphone and the easyAo-
use, CIAIRITYapp, nLlght AIR equipped luminaries can be grouped, resulting
in motion sensor and photocell group response without the need for additional
equipment. Scheduled dimming with motion sermor over -ride can be achieved
when used with the night Eclypse. Additional information about TFIght Air can
be found here.
INSTALLATION
Included mounting block add integral arm facilitate quick and easy irevelation.
Stainless steel bolts fasten the mounting block securely to poles aM walls,
enabling the D -Series Size 1 to withstand note a 3 OG vibration load rating per
ANSI C136.31. The D-5aues Size 1 utilizes the AERIS" series pole drilling pattern
(template #B). NEMA phomcontml receptacle are also available.
LISTINGS
UL Listed for wetlocations. fight engines are IDA rated, luminaire Is IP65 rated.
Rated for 40IC minimum ambient US Patent No. D672,492 S. International
patent pending.
Designfights CoMorl (DLC) Premium qualified product and DLC qualified
product. Not all versions of this product maybe DEC Premium qualified or DEC
qualified- Please check the DLC Qualified Products List at yhtsory/
QPL to confirm which versions are qualified.
International DarkSkyA—ci ation (IDA) Fixture Seal of Approval (FSA) 4
available for all products on this page utilizing 3001 color temperature only.
BUYAMERICAN
Product with the BAA option is assembled in the USA and meets the Buy
American) government procurement requirements under FAR, DEARS add DOT.
Please refer to— acuitybrands com/buy-american for additional
information.
WARRANTY
5 -year limited warranty Complete warranty terms located at:
www.acu itybmnd scom/su pipe n/customer-wpporVterms-aM<orditions
Note: Actual performance may differ as a result of imclner ewironment add
application.
Al values are design or typical values, measured under laboratory conditioner at
u C.
Specificatiore subject to change without notice.
USs1-LED
'. L/THON/A
Rwii1nl
Pagaf df
One Gthonia Way • Conyers, Greg 33012 • PMne: 1,8((,7 S5ERv 93]8) • www.11th—x ,in
L/GNT/NG.
CX112Ml Anon fend ugmmy Inc Al rlgho nearest
COMMERCIAL OUTDWR