HomeMy WebLinkAboutPacket, Pre PLANNER 10/15/2020Pre -Submittal Meeting
Development and Public Works Department
Room 616
PRE—SUBMITTAL MEETING DATE:
Tuesday, October 27, 2020
11:00 a.m. - 12:00 p.m.
Pre -Submittal (Site Plan Review) #811 -20 -000197 -PRE 811-20-000198-PROJ North Lake Property
Management
Assessor's Map: 17-02-32-23 TL: 400
Address: 4155 E Street
Existing Use: vacant
Applicant has submitted plans to construct a vehicle and equipment storage facility on
vacant industrial parcel.
Meeting: Tuesday, October 27, 2020 11:00 — 12:00 via GOTOMeeting
VICINITY MAP
811 -20 -000197 -PRE Pre -Submittal Meeting
17-02-32-23 TL 400
4155 E Street
North Lake Property Management
City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
W ek
Application..
Site Plan Review Pre -Submittal: ®Ma'or Site Plan Modification Pre -Submittal:
Site Plan Review Submittal: Ma"or Site Plan Modification Submittal: LJ
Required- .(Applicant: complete this section)
Applicant Name: Zack Reeves Phone: 541-729-0045
Company: North Lake Property Management IlEmall. zrev80pa mail.com
Address: 36997 Goats Road, Springfield, OR 97478
Applicant's Rep.: Mikael Shields P.E.
Phone: 541-338-9483 x1008
Company: Johnson Broderick Engineering
Email: mikeQajbe.us.com
Address: 325 W. 13th Avenue, Eugene, OR 97401
Property Owner: Zack Reeves
Phone: 541-729-0045
Company: North Lake Property Management
Emall: zrev80@)gmai1.com
Address: 36997 Goats Road, Springfield OR 97478
ASSESSOR'S MAP NO: 17-02-32-23
TAX LOT NOS : 400
ProperLV Address: 4155 E Street, S rin field, OR 97478
Size of Property: 0.52 Acres X Square Feet E
Proposed No. of
N/A
Proposed Name of Project: North Lake Property Management Storage Facility
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Proposal: See attached
ExisUn Use: Vacant land
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 13,892 sf
Si natures: Please si n and erint vour name and date in thea
Required Project Information (City Intake Staff.,
Associated Applications:
ro riate box on the next a e.
complete this section)
Si ns:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: Posta a Fee:
TOTAL FEES: $ 1 PROJECT NUMBER:
Owner Signatures
This application form is used for both the required pre -submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf
I/we do hereby acknowledge that I/we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
�- � Date:
Si ature ,(�
1.- If l�PtyF�
I represent this application to be complete for submittal to the City. consistent with Me completeness check
performed on this application at the Re -Submittal Meeting, i affirm the information identified by Me City as
ne,essary for processing Me application is provided herein or the information wM not be provided if not ome bie
mmained within the submittal, and Me city may begin processing the application with me information as
submitted. This statement serves as written mbi:e pursuant to Me requirements of ORS 227.32$ pertarNng W a
complete applicahon. _
/y Date: ( (e) -q-
tgnature
NEW STORAGE FACILITY FOR NORTH LAKE PROPERTY MANAGEMENT
In accordance with the Site Plan Review (SR) submittal requirements, this written statement and the
enclosed attachments describe the proposed development and demonstrate that the proposal complies
with the relevant SR criteria under Springfield Development Code (SDC) 5.17-125. This application will
also include a Phased Development Plan submitted in accordance with SDC 5.17-115 to address a
proposed future additional building on the site.
Project Information: North Lake Property Management (NLPM) proposes to construct a vehicle and
equipment storage facility on currently undeveloped property located at 4155 E Street in Springfield.
The proposed building footprint is approximately 4741 S.F. and includes an attached two-story office
area that is approximately 1636 S.F. in size. Uses that will occur on the property will include storage of
vehicles and equipment primarily those used for other businesses such as landscape maintenance and
construction. The storage spaces will be rented or leased individual units within the same structure.
Site Information: The subject site is located at 4155 E Street, (Tax Lot 17-02-32-23-00400) comprising
approximately 0.52 acres. The property is zoned Heavy Industrial (111). The site abuts Heavy Industrial
zoned property to the west and Community Commercial property to the east. The property to the south
is currently vacant land Community Commercial. The property lies within Zone X, Areas of 100 -year
flood with average depths of less than 1 foot or with drainage areas less than 1 square mile, and areas
protected by levees from 100 -year flood, as mapped on FIRM map number 41039C1142F. Soil types on
the site are 92%32 -Coburg Urban Land Complex, and 8% 101 -Oxley Urban Land Complex. The site is
located within the 20 -year Time of Travel Zone for SUB wellhead protection.
Approval Criteria:
Springfield Development Code 5.17-125 Criteria
A. The zoning is consistent with the Metro Plan diagram, and/or the applicable Refinement Plan
diagram, Plan District map, and Conceptual Development Plan.
The current zoning for this site is Heavy Industrial (HI). Warehouse facilities are an allowed use in the HI
zone.
B. Capacity requirements of public and private facilities including but not limited to, water and
electricity, • sanitary sewer and stormwater management facilities; and streets and traffic
safety controls shall not be exceeded and the public improvements shall be available to serve
the site at the time of development, unless otherwise provided far by this Code and other
applicable regulations. The Public Works Director or a utility provider shall determine
capacity issues.
Capacity requirements of public and private facilities will not be exceeded by the proposed
development, as follows;
Water, Electrical: There is an existing YV water meter service on the site. This service size is adequate
for the proposed domestic water use anticipated by the development. A fire hydrant will be installed by
SUB on the north side of E Street across from the proposed driveway to meet the distance requirements
for the proposed building location. Overhead electrical service is currently available along the E Street
frontage. The new electrical service will drop from the existing overhead lines and run underground to
the proposed building. During the Development Issues Meeting (DIM), SUB representatives reported no
capacity issues that would limit water or electric service to the property.
Sanitary Sewer System: There is an existing public sanitary sewer in E street adjacent to the property. A
service connection exists on the west side of the property and will be used to connect the building and
trash enclosure drain to the sanitary sewer system. The amount of discharge into the sanitary sewer
system from the development will be less than what was anticipated based on the HI property zoning.
Stormwater Management Facilities: There is no public piped stormwater system available adjacent to
the property. All runoff from new impervious surfaces created by the proposed development will be
infiltrated on site using a stormwater planter infiltration basin designed in accordance with Springfield
Public Works Stormwater Management standards. The system is sized to handle the additional runoff
from Phase 2 of the development. Stormwater treatment will also be provided in the infiltration basins.
A Stormwater Facility Sizing Spreadsheet is attached. The proposed stormwater management system is
shown on Sheet C2.1 of the attached drawing set.
Street and Traffic Safety Controls: The proposed development does not affect street and traffic safety
controls.
C. The proposed development shall comply withal/ applicable public and private design and
construction standards contained in this Code and other applicable regulations.
The proposed development will be designed and constructed in accordance with all applicable public
and private design standards. Area lighting will be provided near the entrance. Lighting specifications
are attached.
D. Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic,
bicycle and pedestrian safety to avoid congestion, provide connectivity within the
development area and to adjacent residential areas, transit stops, neighborhood activity
centers, and commercial, industrial and public areas, minimize driveways on arterial and
collector streets as specified in this Code or other applicable regulations and comply with the
ODOT access management standards far State highways.
Ingress -egress to the property will be provide along E Street as shown on the attached Site Plan Sheet
C2.1. On-site parking and vehicle maneuvering areas will be provided as shown on the attached Paving
and Grading Plan Sheet C2.2. (4) bicycle parking spaces are required, (3) of which must be enclosed.
One space will be provided outside near the office entrance and (3) spaces will be provided inside the
building in the storage area.
Physical features, including, but not limited to: steep slopes with unstable soil or geologic
conditions, areas with susceptibility of flooding; significant clusters of trees and shrubs;
watercourses shown on the WQLW Map and their associated riparian areas, other riparian
areas and wetlands specified in Section 4.3-117,• rock outcroppings; open spaces, and areas
of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS
97.740-760, 358.905.235-240, shall be protected as specified in this Code or in State or
Federal law.
According to the WQLW map, the site is not near a watercourse and is located outside the floodplain
zone. No riparian areas, wetlands, rock outcroppings, open space, and areas of historic significance are
present on the property.
Conclusion: Based on the information provided and findings contained in this written statement and
associated plan set, the proposed storage facility and associated improvements meets the Site Plan
Review criteria contained in the Springfield Development Code. Therefore, the applicant requests that
the City of Springfield approve the proposal. If you have any questions about this written statement or
associated plan set, please contact Mikael Shields at (541) 338-9488 x1008 or email at:
mike@jbe.us.com.
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PN-0OL-800MW-GTz
B]
800
4070
19]
N05]
B3-U.G3
nfi
Naw
83-14-64
132
M]50
83-u0G4
137
PM-NL900-NW-G2-z
80
900
4000
2N
2]98fi
B3 M 13
120
.
83 00 G4
123
280]fi
83 00 G4
128
yaluesfmm photometric t¢. derfornm] In accordance Mtb HENNA LM-09antl are represeMativeof the configmatlons shown.
Actual performance may varytluetolnstallatlon and enNronmentalvahables, Unand driver tolemnc¢,and field measurement
considerations. It Is highly recommended to conPom performamm with a phobmetbc layout.
NOTE'. Some data may be staled based on Mstsof slmllar (but not identical) luminaires Contact factory forcon8guratlons not shown.
P26 PureForm aree_medium 0.9/20 Mo llof8
P26 PureForm LED medium
Area light
LED Wattage and Lumen Values - 4000K (continued)
daeXlg Code
Bad
LEOi
LED
Calor
temp.
Avmp
]W 5
TygSW
Type RR
Calor System Lumen BUG
Temp. Wadi Output Radial
Type BLC
Efieazy
4PW1
Cmmm Calor Syitem Lumen BIIG
fmA1 temp. Watts .,Put Radial
Efiory 4mm BIIG
fLpWl Wiput Radial
ElRrary Lumen BUG
GsOutput Radial
77 Lumen BUG
fLM) Output Rating
Mae,
fLpWl
PMAM"O0NW-Gb[
CB
400
0000
60
900
B3U0-G]
151
M14
M-UOG]
IS]
DOUG
B]-Ul
60
GEM
Ou-UOG2
112
PM-uL-50]- ill -z40
B2 -00-G2
500
0000
70
11083
00-U0 G3
149
11141
00-U0 G3
150
110 qJ
03 -UO -G3
LL
0333
01-U0 G3
111
PM-gBL-BOONWfrb[
48
400
4000
89
LAM
M-ul
144
13035
M-Ul
144
IMP
BD -U0 -G3
Le
96a
M-UOG3
108
PMd8L-MO- ill -z
40
700
4000
1N
14736
00-00 G3
Wfi
14019
MJO G3
W]
Wfin
03-00-G3
145
18351
MJO G3
100
PMigL600NW-Gb[
fid
400
400]
114
m5
BhU0G3
60
1]Pd
BS-UOlil
151
1]O]9
83-U0.G3
149
IE]P
BI-UOG3
111
PMG,n 700- PAY -G3-z
64
700
4000
133
1930
B5 -JO G3
144
19401
B5 -JO G3
W]
19309
B3 -UO -G2
145
14394
M JO G3
100
PMigL-000MWfrb[
fid
800
4000
153
P]09
BS-UOlil
142
21834
BS-UOlil
143
PS]5
B3U0.G3
141
161M
M-MOlil
104
1M-BOL-MO-XWG3-z
00
700
4000
169
20074
B5 -JO G3
145
2041]
BS -0060
144
20325
B3 -UO -G2
100
10193
Bl -U0 G3
100
PM-0OL400MW-GT[
B]
800
4000
192
MBB]
BS-UOfil
MO
MOD
M-U0.G4
141
Mfi82
M-Uil
139
19955
BI-UOfil
IOd
PM-BOL900-XW-42-[
Ou
900
4000
2N
20872
B5 UO G3
132
20991
B5 UO G4
132
2041
B0-0PG3
131
21425
BI-0PW
^9
LED Wattage and Lumen Values- 5000K
.deh.Co]e
IDlal
LEOi
LEO
Current
(.e)
Calor
temp.
Averan
TallTyce3
tinei
Thai
Calor System Lumen BUG
Temp. Wadi Output Radial
EO[azy Lumen BUG ElReazy Lumen BUG
(LPW) aul Radial (LPW) Output Rating
Efieazy
4PW1
PM -B81-800<..
48
400
50]0
W
PM-EBI-EOOGWfr2-z
B2-00.G2
137
7,945
B4UG-G2
133
B,M]
B2-U0.G2
IY
PMd8L-SM-CW-G2-z
00
500
5000
70
G.
B2 -00-G2
135
9734
B2 -00-G2
131
10100
B2 -00-G2
134
PM -BBL -600 -CW-
48
400
50]0
83
10305
BD -UG -G2
132
B'Dan
B2 -UD -G2
QB
A07
8 Nfi 2
[33
PMd8L-MO-CW-G2-z
40
.
5000
1N
2193
B3 -00-G2
133
12950
B2 -00-G2
EL
13433
B2 -00-G3
133
PMiBL-60PCWfrbz
64
400
50]0
04
13000
B3-UOlil
nfi
604]
B?UG-M
132
13403
B2-U0.G3
137
PMG4L-]00-GW G2 -z
60
700
5000
133
d.�4.4
B3-00 G3
133
il, @0
B3 -00-G3
48
1]459
B3 -00-G3
133
PMGBL-000-Ca GN
fid
800
50]0
63
104
83-UOlil
M
IA050
83-U0.G3
M
IA]92
B}UOGd
130
PM -BOL -MO -ON G2 -z
00
700
5000
169
134
B3-00 G3
132
21512
B3 -UO -G4
EL
22315
B3-00 G4
132
PM-00.400-CWfr?z
B]
800
5000
192
IX
BYU0.G3
12]
2359]
L. -G4
.
24d]]
BYU064
IM
PM-BOL900-CW 622
Ou
900
5000
2N
134
B3 UO Q
mI
25335
IB UO (n
16
26 MO
B3 U0 G0
120
daeh.C.e
Brad
LEOa
IEO
Cmem
fm41
Calor
temp.
Aveye
]STe5
tinei
Type AER
n...
55'itemLumen WG
War6 Output Radial
Efiory Lumen BUG
(Line) Output Radial
Efiory Lumen BUG
(LM) Output Radial
Efiory ..WG
(LM) Output Rating
Ea—,
ILMI
PM-EBI-EOOGWfr2-z
48
400
500]
B.
8dW
B3U0-G]
141
8,532
M-UOG]
142
8,430
B]-UOGI
M0
G.
Gol
he
PMd8L- lad -CW-G2-z
40
500
5000
74
10300
00-00 G2
140
10@9
00-00 G2
140
10305
02 UPG2
139
]]05
01-0062
.
PM-M.G00.CW-GTz
48
400
500]
B3
.1.
M -MO.
135
2193
M-UOG]
67
12047
B300.G]
135
DOUG
M-0067
101
PMd8L-AO-CW-G2-z
00
]00
5000
1N
13000
00-U0 G2
13]
130]2
00-U0 G2
13]
13204
03 -UO -G2
134
10209
01-0062
.
PM-NL600GWGTz
64
400
M.
04
IBO37
M-UOG]
90
1416
BS-UOG3
141
M.
B3 -U0 -G]
139
11,905
M-UOG]
104
P. .1.70l x
64
700
5000
133
10149
00-U0 G2
131
10234
05-U0 G3
131
10 N0
B3 -UO -G2
134
1313
01-UOG3
101
PM-6L-800-CWl
64
800
M.
63
.1X0
BS-UOG3
133
20439
BS-UOG3
IX
.1195
B3 -U0 -G]
132
15101
M-0063
99
PM-BeL-AO-CW-G2-z
00
100
5000
10
22932
B5 JO
134
23000
B5 JO
131
22,)49
03 -UO -G2
135
17 M6
01-U0 G3
101
PM-0OL-000<WG2-z
B]
800
500]
192
M,IW
OS -OO G3
61
252]]
OS -00-G4
13]
249]5
03-00-G2
60
I1,675
01 -OO G3
9]
PM -0.l. BOB CNG2-z
00
900
5000
219
27053
0i0PG3
123
2]130
B5 U0 G0
124
M815
03-0PG3
122
20051
01 UO G3
51
Vel... fir— pint ... tric tests performed,, a cmrtlence with IESNA LM -]B and are Mpr... trial m nfigumtloniiMwn.
ARuel pert.r meyvery tlue tenet entle olveaeblel. LED and dr—r tolerances. and field m arfir eM
c.nsltle rat.... it Is manlyr.......d rd t, c.nnrm performance With a pnommetnc Iarout.
NOTE 3... data maybe,salsa magantr,t, lm'uer mutnMlaentme p Iummeves.Contan Me oryf rcorMguratiom Minnow,
P26 PureForm aree_medium 03/20 Dagebof9
P26 PureForm LED medium
Area light
Predicted Lumen ueprec.
Predicted! perform.... der-difmm LEO nanu'acturer's data and engnearing design estimates. besedon IMNA LM -80 mMbodelogy.
Zmae e,Paris— may very tluet.flel0 application mntlitionf Lvp istbe pradittetltime when LED performance deprecates to M% of
Ishal lumenoutput Calculated per IESNATM21-11. Published Lvp hours under! to 0 timesectuel LEDtast hours
25°C 1 u to 909 mA IX100.000 hours I>M00,0hours I>88%
Optical Distributions
Bewtl on 20mounting height
3 MH
J L 2 MH
In
;O vrt es my
mH
nxx aMx 2Mx vMx s vMx 2Mx aMx eMx 5Mx "I eMx aMx 2Mx vMx a vMx 2Mx aMx eMx 5Mx
Type 2 Type 3
Type 4
Types Type6w AFE
5MM ,MM 3MM 2MM .MM MM 2MM 3MM ,MM IMM
aLc
P26 PureForm ere. -medium 03/20 page5of9
P26 PureForm LED medium
Area light
Dimensions
Standard Arm (AR)
WeIgM: V Lbs (126 Ng) EPA: 0.26f' (024mj
55"
(Mtcm)
32A"
(82dcm)
24"
(6 ocm)T `M8 m)
261
fifi&m)
Retrofit Arm (RAM)
WeIgM: 28 Lbs 02.7 K p EPA: 0.28R' (02"
065cm)
)"
(85ficm)
8)cm)
13"
(33cm)
263"
(sE&m)
3 module configuration
KCW
P26 PureForm aree_medium 03/20 pege6of9
Wall (w5)
WeIgM: 30 Lbs. p3] K pEPA:0.30R' (028m1
6S"
(tfi km)
Md"
2" 8 km)
Stan)
� N
152"
(38)cm)
26 3" 7j
(fifi8cm)
Slip fitter (SF)
Weight 32 Lbs (16.6 Ng) EPA:0.38fP (035mj
6W
052cm)
50" 3fi"
021m (90cm)
M2"
422" (919cm)
(10)3cm)
7
8)cm)
263"
(fifi8cm)
Standard Arm (AR) drill pattern
Wdia
00 cm) (i,5cm)
W
2W (25cm
(51cm)
L 1 O6cm)
to^
26cm)
000cm)
Retrofit arm (RAM) drill pattern
W dis 10"Cu
OAcm) (25cm)
0"
25 cm)
3" T
(7ficm)
L 2^
T(132 cm)
S6 m)
000cm)
P26 PureForm LED medium
Area light
Optical Orientation Information
Standard Optic Position
Optic Rotated Left (91 Opt. Position
Luminaires ordered with asymmetric optical systems in the startle ed
Lumi no res ortlaratl with nor ca l systems In the Optic Rotated Left(OW)
Optic position will have the nor ca l system oriented as shown below:
optic position will have the optical system oriented as shown below(Type
as shown bal ow(Type 5 and 5W opti os are not available with
5 and 5W optics are not available with factory set rotatable optics):
Left sideRiSIM sitle
Left side blamed.
of pole of pole
of pour
of poleY�270`
1
Street Side I
1
Street Side
Cmbline — 90° 2]0°
Curbline — 90°
House Slde I
1
House Side I
1
t
0°
t
Note: The hand hour will normally
Note: The hand hole will normally
be located on the pole at the 0° point.
be located on the pole at the 0° point.
Optic Rotated Right (2M*) Optic Position
Twin Well Assemblies with Type-SO/fypal
Luminaires ortlaratl with opti cal systems In the Optic Rotated
Rotated Optloal Systems
Right (270°) optic position wi l l have tura optical system oriented
Twin luminaire assemblies installed with rotated optical systems are an
as shown bal ow(Type 5 and 5W opti os are not available with
excellent way to direct light toward the interior of the site (Street Side)
factory set rotatable optics):
without accidents equipment. It is imports M. however, that care be
exercised to insure that luminaires are instilled in the proper location.
Leftside RigMside
Left aide RlgMsice
of pole of pole
of pole of pour
180°
LumireirewRM1 LuminairewRM1
Type -270 Type -90
Street Side
Street Sitle
Caroline 80° 2]0°
Curbline
House Side I
1
House Side
1
t
Luminaires with Optic Luminaires with Optic
Note: The hand hole will normally
Rotated Right (2]O°) are Rotated Leff (g0°) are
be located on Ma pole Attie 0- point.
installed on the LER installed on the RIGHT Side
Side of Pole of Pole,
Note: The hand hole location will depend
on the drilling conFlguration ordered for the pole.
P26 PureForm aree_medium 03/20 pa9e]of9
P26 PureForm LED medium
Area light
Specifications
Housing
Two-piece seal ad enclosure with main part of the housing designed as the
structural and heat sink frame enclosed by cover to give its unique form. It
also eludes Integral arm and separate. self -retained hinged, one-piece the
cast door frame. All the -cast parts made of low copper she cast alum In um
alloy for a high resistance to corrosion. The sleek profile with optimized
surface area allows housing to provide excellent convection heat transfer
with minimum use of heat fins. giving the freedom to have a clean min mall
aesthetic design. Lumhrelra housing rated to IPEE. test ad In accordanew to
Section 9 of IEC 60598-1.
Vibration resistance
Luminaire hsteated and rated 3G over 100.000cycles conforming to
standards set forth by ANSI C136.31-2010. Testing includes mbrationhn three
axes, all performed on the same luminal
Light engine
Light angina comprises of a module of 16 -LED aluminum metal clad board
fully seal ad with optics offered in multiples of 3.4 and 5 modules or 48. 64
and 80 LEDs, Module Is ROHS compliant Color temperatures: 3000K •/-
125K.4000K. 5000K •/- 200K. Mi n lmum CPI of M. Also available In 2700K.
3500K. antl Direct Amber with extended leatl times. Direct Amber LED Is
narrow spectrum with noun nant wavel an 9th at 596 nm (peak wavelength
at 601 nm). Contact factory for details. LED light engine Is rated IP66 in
accordance to Section 9 of IEC 60598-1.
Energy saving benefits
System efficacy up to 1501ms/W with significant energy savings over Pulse
Start Metal Halide luminaires. Optional control options provide added
energy Savin Bs tlu ri ng u n soon pied peri oris.
Optical systems
Type 2. 3.4. 5. 5W, and AFR distributions available. Internal Shield option
mounts to LED optics and Is available with Type 2. 3.4. and AFR distributions
including a dedicated BLC optic to provide the best backlight control
possible for those stringent requirements around property Imes. Types 2.
3.4. AFT. and DOC when specified and used as rotated. are factory set only.
Performance tested per LM -79 and TM -15 (IESNA) certifying Its photometric
performance. Luminaire designed with 0% uplhght (UO per IESNA TM -15).
Mounting
Standard Iumhnal arm mounts to 4" O.D. round poles. Can also be used
with 5' O.D. poles. Square pole adapter included with every luminaire. Round
Pole Ads Mar(BRA)required for 3-3.9" poles. PureFormfesturasaretrofit
arm kit. When spechfled with the retrofit arm (RAM) option. PureForm
seamlessly simplifies site conversions to LED byelhminstinB the need for
additional pole drilling on most existing poles. RAM will be boxed separately.
Alsooptional are slhpfitter and wall mounting accessories. Note that only
Hal mounts (AR. RAM. WS) are required to meet IDA compliance. SF
mounting will not meet IDA.
Control options
0 -IM dimming (DD]: Access to0-10V dimming leads supplied through back
of luminaire (for secondary dimming controls by others). Cannot be used
with other control options.
Dual Circuhtcontrol BOCCE wminaire equipped with the ability to have
Naoseparate circuits controlling drivers and light engines independently.
Permits separate switching of separate modules controlled by use of <wo
sets of leads. one for each circuit. Not recommended to be usetl with other
control option, motion response. or photocells.
Still (SW): SlteWise system includes a controller fully integrated in
the luminaire that enables the luminaires to communicate with a dimming
sigrel transmitter cabinet located on site using patented central dimming
technology, A locally accessible mobile app allows users to access
the system and set functionalities such as ON/OFF, dimming levels and
scheduling. SlteWise Is available with motion response options In order to
bring the light back to 100% when motion Is dissected, Cannot be used with
other control options or photocell options. Additional functionalities are
available such as communication with Indoor lighting and connection to BMS
systems. Complete information on the control system Can be found on the
Sholiel website at pby+s com/e few sa.
P26 PureForm aree_medium 03/20 page8of9
Fell Adjustable Wattage Selector (FAMI Luminshe equipped with the
ability to manually adjust the wattage In the Held to reduce total luminaire
lumen output an Ilght levels. Comes pre-set to the highest position at the
Inman output eel acted Use chart bel ow to estimate redu coon In lumen
output desired. Cannot be usad with other control options or motion
response.
FAwsPostion
a�
Typical Lumen Output
a
a�
a
a
a
Nob: Typical value xcurxy N- 5%
Automats Poll Dimming (C IDOMICE/CA): Standard dimming prof les
provide flexhbhktytowards energy savings goals while optimizing light
levels during specific dark hours. Dimming proFlles Include two dimming
settings including dim to 30% or 50% cities total lumen output. When used
in combination with not programmed motion response It overrides the
controller's schedule when motion Is detected, After 5 minutes with no
motion, it will return tones automatic diming profile schedule. Automatic
dimming profile scheduled with the following settings:
CS50/CS30: Security for ) hours night duration (Ex.. 11 PM - D AM)
CM50/CM30: Median for 8 hours night duration (Ex.. 10 PM - DAM)
All above profiles are calculated from mid polntof the night Dimming is set
for 6 hours after the midpoint and for 2 hours before depending of the
duration of d mmin B, Cannot be used with other dimming control options.
Wiroiesssystem(LLC): Optional wireless controllerintegral to luminaire
ready to be connected to a Emengm system (sold by others). The system
allows you towhrelessly manage the entire site. independent lighting groups
or individual luminaires while on-site or remotely Based on a high-density
ash networkwhtb an easy to use web -based portal. you can conveniently
contrmonitor and manage your lighting network remotely Wireless
ols an be combined with site and area, pedestrian. and parking
garage luminaires as well. for a completely connected outdoor solution.
Equipped with motion response with #3 lens for 8-25mounting heights.
U_CgMR13 Wnlnln with Na lane
��P�111111 n'
MAY I'M
Motion response options
Bi -Level IMrared Motion Response (BL -Ilii Motion Response module ls
mounted 'mtagral to Iumi na ire factory pre-programmed to 50% dimming
when not ordered with other control options. BL-IMRI is set operates in
the following fashion: The motion sensor is set to constant 50%. When
motion Is detected by the PIR sensor, the lumhnalre returns to full pourer/
Ogle output. Dimming c l ow l s factory sat to 50% with 5 minutes deft ultin
'full power' prior to dimming back to low. When no motion is detected for
5 minutes, the motion response system reduces the wattage by 50%. to
50% of the normal constant wattage reducing the light level. Other dimming
settings can be provided if different dimming levels are required This can
also be done with FSIR-100 Wireless Remota Programming Tool (contact
Technical Supportfordetahls).
P26 PureForm LED medium
Area light
Specifications (conrii)
Infrared Motion Response with Other central When used In combination with
other controls (Automatic Dimming Profile and Sionyse), motion response
tlevke will simply override controller's schedu la with the added benefits of
ombin ad dimming profile and sensor datanti on. In this configuration, the
motion response device cannot be re -programmed with FSIR-100 Wireless
Remote Programming Tool. The profile can only be re -programmed vie the
ontrollar.
Infrared Motion Response Lenses (IMRMAMRI]): Infrared Motion Response
Integral module is available with two different, sensor lens types to
accommodate va sous mounting heights and ceruse nay detection ranges.
Lana #3 (IMRI3) Is dear gn ad for mounting heights up to 20with a 40' diameter
coverage area. Lens #7Is design ad for higher mounting heights up to 40'
with larger coverage areas up to 100' diameter coverage area. See charts for
approximate detection patterns:
I I �� I !!\N197
tt �� 16.
�./I\.�i
I MRIT LUNnalra with NT Mre
Elect/real w so
io o io za za an s° x n ss so
TadsPLuck Receptacle (TLRDSrtLRD')/ TLRPO): Twkt Lock Receptacle with
5 sire enabling dimming or with ] pins with additbrel functionality (by others)
can be used wkh a twetlock photoelectric cell or a shorting cap. Dimming
Recaptada Type B (5 -pin) and Type D-24 (}pin) In acro fdan ce to ANSI
0136.41. Can be used with third -party control system. Receptacle located
c top of num, na ire housing. When spill ng receptacle with twktiock
pbotcal ectric call. voltage must be spli ad When ordering Twild-lock
septi ola (TLRDS or TLRDT). photocell or she rb ng cap Is not included. TI -RPC
is sh, sped standard with 5 pin.
Driver: Driver eff cency (90%standard).120-480V available (restrictions
apply). Open/short oil protection. Optional 0-10V dimming to 1096 power.
ROHS compliant.
Button Photocontral (PCB): Button style design for internal luminaires
mounting applications. The photocontrol is constructed of a high Impact UV
stabilized polycarbonate housir. Rated voltage of 120V or 208-271V wkh a
load rating of 1000 VA. The photocell will turn on with 1-4Fc of ambient light.
Surge protection (SP1/SP2): Su rga protection device tested In accordance
with ANSI/IEEE C62,45 per ANSIAEEE C62.41.2 Sceral I Category C High
Exposure lOkV/lOkA waveforms for Lina -Ground Lmi eutral and Neutral -
Ground. and In accords nce with DOE MSSLC Model Speciflceti on for LED
Roadway Lum In arras As bin lx D Electrical Immunity High test level tOkWIOkA.
20kV / 10kA su rga protection device that provides extra protection beyond
the SPT l0kV/10kA level
Listings
uL/ouL wet location listed to the UL 1598 standard, sukable for use in
ambient temperatures from -40" to 4000 (-40° to 1044F). Most PureForm
P26 conflgu rations are qualified under Premium Dal gn Lights Consortium®
category. Consult DLC Ou al Had Products fist to confirm your specific
Iumi na ire sal act, on Is approved CCTs 3000K and warmer are Dark Sky
Approved.
Filen
Each standard color Vu mm u re receives a fade and abrasion resistant.
electrostatically applied. thermally cured trgkl
lycal kn
ogaurate (TGIC)
textured po ryaster powdercoat finish. The surface treatment achieves
minimum of loop hours for salt spray resistant finish in accordance with
testing performed and per ASTM BI V standard. Standard boors include
bronze (62), black (BK), white (WH), darkgray (DGY). and medium gray (Ml
Consult factory for specs on optional or custom select.
Warranty
PureForm luminaires feature a 5 -year finked warranty.
See s an fv com/wan-factins for complete details and exclusions.
The information preferred in the documents nM intended ee anycommorcial offer and does nM form part of arty quotation or contract.
Stormwater Surface Filtration/Infiltration Facility Sizing Spreadsheet
24 Hour Storm, NRCS Type 1A Rainfall Distribution
City of Eugene
Name: North Lake P.M. Storage Facility Date: W27/2020
Address: 4155 E Street Permit Number:
-
Sorincifield.OR Catchment ID: Shie
:r: MDS
Complete this form for each drainage catchment in the project site that is to be sized per the Presumptive Approach.
Provide a distinctive Catchment ID for each facility coordinated with the site basin map to consists the appropriate
calculations with the facility.
The maximum drainage catchment to be modeled per the Presumptive Approach is 1 acre (43,56D SF)
For infiltration facilities in Class A or B soils where no infiltration feeling has been perfromed use an infiltration rate of D.5 in/hr.
For all facilities use a maximum soil infiltration rate of 2.5 in/hr for topsoillgrowing medium,
"yes"from the drops own boxes below next to the design standards requirements for this facility.
Pollution Reduction (PR)Yes
Flow Control (FC)j No
Destination(DT) Yes •An mabamn ramp must be clxsm asUm boxy tma to meet desbroban nicureneNz
Total Square Footage Impervious Area= 13892 sgfl
Impervious Area CN=j g8
Total Square Footage of Drainage
weighed Averat
Data
Total Square Footage Pervious Area= 8759 sgfl
Pervious Area CN::85
Time of Concentration Post Development= min
Pre-0evelopmeM CN= 85 Time of Concentration Pre-0evelopmeM= 10 min
Tested Soil Infiltration Rate= in/hr(See Nme 4) Destination Design: in/hr
Design Soil Infiltration Rate= 2.5 in /hr Soil Infiltration Rate
Re uiremeM
Rainfall De [h
Desi n Storm
Pollution ReducBan
1.4 intoes
Wale Quality
Flow Control
3.8 intoes
lFlood Control
Destination
I 3.8 inches
lFlood Control
Facility Ty{
Surface W d
Surface Leng
Facility Side Slop(
Max. Ponding Depth
in Stormwater Facility=
Depth of Growing Medium (So
BO/iF10d.w. rW10
Facility Surface
Facility Surface Parti
Facility Bottom
Facility Bottom Parti
Ratio of Facility Area to
Pollution Reduction-Calculation Results
Peak Flow Rate to Stormwater Facility a D.107 cfs
Peak Facility Overflow Rare= D.DDD cfs
Total Runoff Volume to Stormwater
Facility a 1484 cf
Total Overflow Volume= D cf
Max. Depth of Stormwater in Facility= 0.3 in
Drawdown Time= 0.2 hours
777-71Facility Sizing Meets Pollution Reduction Standards?
YES Meets Requirement of No Facility Flooding?
YES Meets Requirement for Maximum of 18 Hour Draadown Time?
Flow Controltalculation Results
Peak Flow Rate to!tormwater Facilitya 0.423 efs
Peak Facility Overflow Rare= D.DDD efs
Total Runoff Volume to Stormans
Facility= 5327 of
Total Overflow Volume= Def
Peak ORSite Flow Rate
Max. Depth of Stormwarer in Facility= 10.8 in
Filtration Facility Undendrairn NVI cfs
Drawdown Time= 0.8 hours
Pre-Develo ment Runoff Data
Peak Flow Rate- 0.271 cfe
Total Runoff Volume= 3971 cf
NT Facility Sizing Meets Flow Control Standards?
NSA Meets Requirement for Post Development offsite flow lessor equal to Pre-DevelopmentFlow?
L
Nj Meets Requirement for Maximum of 18 Hour Drawdown Time?
Desti narion-Cal cul ation Results
Peak Flow Rate to S[ormwater Facilitya 0.423 ck
Peak Facility Overflow Rate= D DDD cfs
Total Runoff Volume to Stormwer
Facility= 5327 of
Total Overflow Volume= Def
Max. Depth of Stormwarer in Facility= 10.8 in
Drawdown Time= 0.8 hours
7-71Facility Sizing Meets Destination Standards?
YES Meets Requirement of No Facility Flooding?
YES Meets Requirement for Maximum of 30 hour Drawdown Time?
f0M810UYA9rWl: A
COMPANY, a Washington corporation, of Tacoma, Washington, Grantor,
in consideration of the aum of Ten Dollars ($10,00) and other good .
and valuable consideration, -receipt sof which is hereby acknowledged,
has bargained and sold and by these presents does grant, bargain,
sell and convey unto KENNETH X. WILY and MARY MARGARET W=,
husband and Wife, of 4155 E. Street,Springfield, Oregon, as tenants
by the entirety, Grantees, all the following described real property,
situated in County of Lane State of Oregon: -
Lot 2 of Block 3, Morrow Plat, Lane County, Oregon,
according to the map and plat thereof on file and of .
record in the office of the County Clerk of said County.
Subject to:
(1) The right of the Grantor, which is hereby reserved in
the Grantor, to eatabllsh, constrnot, maintain and conduct, on
any and all of the real property by it noir owned, situated in -
Sections 19, 20 and 28 to 33, inclusive, Township 17 South,
Range 2 West of W, M., and Sections 4 and 5. Township 18 South,
Range 2 West of W. M.., said Lane County, or hereafter acquired
by it in said sections, operations of any and every nature,
without limitation, for the manufacture and processing of
products from wood, by any means, .process or processes now or
hereafter (mown to the Grantor and in any mill, plant or other
structure presently existing orhereafter constructed on said
property.
In consideration'bf the conveyance hereby made, Grantees
specifically covenant and agree, and without which covenant and
agreement Grantor would not make this conveyance, that neither
of said Grantees, nor any person or persons whomsoever for them
or in their names, shall at any time hereafter make or assert
_1..
maintain
ang `suit, action or prooaadingbased. upon, growing
out of or resulting .from any manufacturing or processing oper-
ations conducted by the Grantor pursuant to its reserved rights;,_:-,
hereinabove set forth, including but not limited to operations
of the
-Grantor resultingin the discharge of chemicals,,_..$sea,.._ __..
smoke or fumes from the Grantorts mills and plantae The fora- -
going covenants and agreements made by the Grantees are and
shall be annexed to, inherent In and connected with the real
property hereby conveyed and the occupancy arfd enjoyment thereof
by the Grantees, and it 1s the intention and agreement of the
parties hereto that such covenants and agreements shall run
with the land, that is, the property hereby conveyed, and
become and remain binding upon the Grantees and their respective
heirs, representatives, vendees, successors and assigns; and --.
(2) All rights of and easements to Eugene -Springfield Land
and Water Company of record in theoffice of the Clerk of said
Lane County,
together with all and singular the tenements, hereditaments and
appurtenances thereto belonging or in anywise appertaining.
The terms, agreements, covenants, reservations and conditions
of this deed shall inure to the benefit of and be and become binding
on the respective heirs, representatives, vendees, successors and
assigns of the parties hereto,
To have and to hold, the above described and granted premises
unto the said Grantees, their heirs and assigns, forever,
IN WITNESS WtIENEOF, said 'Granaor has caused these presents
to be signed and Its corporate seal to be hereunto affixed by its
_Z_
- __ . .
=--- pxrofYcipar afals thereimtd-dvIg a+atTiori:sed-ttiie 9tfi day --6f -:
1953,
JS`%1 M jReo*.yy .. _-- WEYSUAEU - TMER- OOKPAHB' •.
Y fl,
ry fc C By; _
Vice rres
__1.., Of,. iS A`+a\`✓- Attaat:i: 9eorat --
STATE OF V OTON) -
sa. -
COUNTY OF PIERCE ) _...._...._.. _.- _._
On this 17th day of Apri1,1953, before me personally _.
appeared Chas. H. Ingram, to me known to be the Vice President of" -
Weyerhaeuser Timber Company, the corporation that executed the
within and foregoing instrument, and acknowledged said instrument
to be the free and voluntary act .and deed of said corporation,
for the uses and purposes therein mentioned, and on oath stated
that he was authorized to execute said instrument and that the
seal affixed is the corporate seal of said corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed
my. official seal the day and year first above written.
,r
No'Ejy, PUblIcin and'iorifiie Sisk
of Washington, residing at Tacoma.
MY commission expires 10/21/54
IN WITNESS WHEREOF, the Grantees above named have hereunto
-_ set their hands and seals this /$fhday of ✓i/ 1953.
STM OF ORMON >
— .-- ) Be.
COUNTY on LANG
Personally appeared the above named Kenneth N. Wiley and
Mary Margaret Wiley, husband and wife,. and acknowledged the
foregoing instrument to be their: voluntary act and deed. Before
me:
rM�-�L.. _..
Notary Public for Oregon
My .commission expires Va, Af 194J
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STATUS OF RECORD TITLE REPORT
TAMMY REEVES Date: AUGUST 11, 2020
36997 GOATS ROAD Our No: CT -0321635
SPRINGFIELD, OR 97478 Charge: $300.00
As requested, Cascade Title Co. has searched our tract indices as to the following
described real property:
( A T T A C H E D)
and as of: JULY 27, 2020 at 8:00 A.M., we find the following:
Vestee:
ZACHARY REEVES AND TAMERA KJAR
as tenants by the entirety
Said property is subject to the following on record matters:
1. Property taxes in an undetermined amount, which are a lien but not yet payable,
including any assessments collected with taxes to be levied for the fiscal year
2020-2021.
2. Easement to Eugene -Springfield Land 6 Water Company for irrigation purposes,
including the terms and provisions thereof, as disclosed in deed recorded June 28,
1940, Reception No. b205 p023, Lane County Oregon Deed Records.
3. Right of way to use slough for irrigation, including the terms and provisions
thereof, as disclosed in deed recorded August 21, 1912, Reception No. b094 p634,
Lane County Oregon Deed Records.
4. Covenants, conditions, easements and restrictions, including the terms and
provisions thereof (but omitting covenants or restrictions, if any, based upon race,
color, religion, sex, sexual orientation, familial status, marital status,
disability, handicap, national origin, ancestry, or source of income, as set forth
in applicable state or federal laws, except to the extent that said covenant or
restriction is permitted by applicable law) in Deed recorded April 27, 1953,
Reception No. 1953-002495, Lane County Oregon Deed Records.
MAW OFHCE FLORENCE OFFICE VILLAGEPLAZAOMCE
811W LA TTESM 915 HWY 101' FLORENCE OREGON 97439 47M VE,LAGE PLAZA LOOP SUITE 100
EUGENE, OREGON 97401 MAILING: PO BOX 508' FLORENCE OREGON 97439 EUGENE OREGON 97401
PH: (541) 689-2233 * FAX: (541)185-0309 PH: (541) 99]341] * FAX: (541)9978246 PH: (541) 653-8622 * FAX: (541) 8444626
Order No. 0321635
Page 2
NOTE: Taxes, Account No. 0903559, Assessor's Map No. 17 02 32 2 3, 4900, Code 19-00,
2019-2020, in the amount of $1,029.71, PAID IN FULL.
This report is to be utilized for information only. This report is not to be used as a
basis for transferring, encumbering or foreclosing the real property described.
The liability of Cascade Title Co. is limited to the addressee and shall not exceed the
premium paid hereunder.
CASCADE TITLE CO., by:
as/=: Title Officer: DOUG PIERCE
Order No. 0321635
Page 3
PROPERTY DESCRIPTION
Lot 2, in Block 3, of MORROW PLAT, as platted and recorded in Book 19, Page 6, Lane
County Oregon Plat Records, in Lane County, Oregon.
EXCEPT: Beginning at the Northwest corner of Lot 2, Block 3, MORROW PLAT, as
platted and recorded in Book 19, Page 6, Lane County Oregon Plat Records, in Lane
County, Oregon; run thence Easterly along the Northerly line of said Lot 2 on the
arc of a 256.40 foot radius curve right (the long chord of which bears South 71°
10' 30" East 77.66 feet) a distance of 77.93 feet to the end of curve as located
in said MORROW PLAT; thence leaving the North line of said Lot 2 and run South 19°
00' 30" West 193.49 feet to a point on the South line of said Lot 2 that is 10.0
feet North 89° 52' East of the Southwest corner of said Lot 2; thence South 89°
52' West 10.0 feet to said Southwest corner; thence North 0° 08' West along the
West line of said Lot 2, 200.03 feet to the point of beginning in Lane County,
Oregon.
T
CASCADE TITLE CO.
MAP NO.
17-02-32-23
i
200
m
61
L
Z
O
110
THIS MAP/PLAT IS BEING FURNISHED AS AN AID IN LOCATING THE HEREIN DESCRIBED LAND IN
RELATION TO ADJOINING STREETS, NATURAL BOUNDARIES AND OTHER LAND, AND IS NOT A SURVEY
OF THE LAND DEPICTED. EXCEPT TO THE EXTENT A POLICY OF TITLE INSURANCE IS EXPRESSLY
MODIFIED BY ENDORSEMENT, IF ANY, THE COMPANY DOES NOT INSURE DIMENSIONS, DISTANCES,
LOCATION OF EASEMENTS, ACREAGE OR OTHER MATTERS SHOWN THEREON.
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.olds L. Mofr'og the folloWleg descfibad pro is@4,': to -mite
All of Lot L, Section 32, Touenhip 17 SoW6h, Revge 2 Wi t of 1'I123emette Noa'Sdi_,
co tb f, 5.31 aoPoe, tieoa of le., Aleo All of Lot'4 and p11 thet.Ie t of Lot 1—In
Suction 32, Toon bip 17 Santa, R Fgo 2 W..t o£ vllllmilette McIjFSflny.'Sn L,ee oo_t9, d,o,of,
lglDg Test of the Eest Floe of too Reuban'R. HIPel —1 1fe D. L.'C n5%, extendsdtNoxtN
to tke North line of`oeld lot le "ooittflning 1.23'Rooes mooe or lose, ell belo, in L—
Covnt9s'Otegon.
5uti]wt to'ef... mt of EI}gwo-SpMngpleld Lend and 1',otex f_panp f of wa9'£BP'.
1reige tion co l of 40 feet mldtF fee, a across Lot h aW Hort of Lot 1.
TC K4pG AN➢ TO RCLD....tbe__svia pmmisea, witM1 tAary ePPuttr :mace,
and asaigavYme—
hevebr eevennR m aea aaN� uie amd__.. _. axmtgR.,-her...........
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andebvt_ffie _rvillwvrvmtavt uvl actma tM om�e'hnm aE
iN WITYnSS WHCREOC,..S. bavaharavn'W..sgt my_kmp.. mtA.Deal-Lhis._26th.d"..of_Suve,..A.
IF_the.:nresgncB of....
flafbert Loo*10r -. _._(SEAL)
(242`➢. C. 1. R.) Le. C. Riss'gheP OFF.)
(Stem➢. c.olled) _ (o.")
TCFFR N ` es.. Le it P®emliBPgd tbot oR t1oin th:Aay. cp 3n a A. 9y 1.4
CO[NTY CP LANG f Q.- ....
IMV XaIb ""b ttsa a ......Nia000 Por My -_Iv and Pur aaia
C. Bn ...... _ "Ill. wAl iv namW A@rb6it Bveyhgr mlAovax of 3Sertlp A. HvrghoS
C. evtgher _
_.__ _._. ....__ .._.. ._.
t4seoofaovall -e--- to -1-. tl C mvvH.......drs b BirtaXdrbC exeeIted 4nvmthm vEc.mevt
eelmavletlgM tC me toot tLgy,,,tleea ne Seely a Wvtaply........__fveMe ssegq god':. L iv.nemzd.
Wltnees my bena e[id'soal thio 26th aey of Tpno A. F., 1940.
o. C. A vio
Note yPoblin POP ofege,
Slote lol 6ea1 Ny Covm3soion Rti IDs ➢eeember 26th, 1£
Affid iae