HomeMy WebLinkAboutApplication APPLICANT 3/5/2008
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PRE-SUBMITTAL
DISTRIBUTION LIST:
Date Distributed: ' 3- 5-0$5
/. Dave Puent - Building
/ Gilbert Gordon/Melissa Fechtel- Fire
~ Gary McKenney - Traffi~
~ Matt Stouder- Public Works/Engineering
. Les Benoy - Public Works/Engineering
,Dennis Ernst/Jon Driscoll, Surveying
. Planner, ).k-l~ ,
PRE-SUBMllTAl REC'O
MAR 6 2008
City of Springfield
. Development Services Department
225 Fifth Street
Springfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
Pre-Submittal Meeting
Case Number Assigned: PRE2008-00018
Date Submitted:
3/5/2008
PRE-SUBMITTAL REC'O
MAR 1) 2008
Proiect Name: SONIC DRIVE THRU/ABBY'S
Project Description: Pre-Submittal for Site Plan Review for Sonic Drive in and Abby's Pizza at 2005
Olympic
Application Type: Site Plan Review
Job Address: 2005 OLYMPIC ST
Assessor's & Tax Lot #: 1703254200800
DISCLAIMER: Applications will not be exempt from Development Code or procedural amendments that may occur
between the tune of the Pre-Submittal Meetmg and Submittal of the Application for Development RevIew Please contact our
office at 541-726-3753 with any questions or concerns.
A Planner will be assigned the following business day and will contact you to confirm the meeting date and time.
II1II..: ~l
3/5/2008
1 :32:09PM
Pre-Submittal \1eeting
Development Services Department
Room 615/616
PRE-SUBMITTAL MEETING DATE: Friday, March 14,2008
1. PRE-SUBMITTAL MTG #PRE2008-000 18 (SITE IbNT) ABRE,LLCIPOLEN
Assessor's Map: 17-03-25-42 TL 500, 600, 700, 800, 900
Address: 2005 Olympic Street '
Existing Use: Oregon's Own Dollar Store & Perk City Coffee
Applicant submitted plans to construct a Sonic Drive-in and Abby's Pizza
Meeting Date/Time: Friday, March 14,2008 DSD 616 11:00 a.m. - noon
Planner: Steve Hopkins
'-
,.,.--.
. City of Springfield
Development Services Department
225 Fifth Street
springfield, OR 97477
Site Plan Review
'I' .' ." _.~
~lte Plan Review p..,-submittal: Major Site Plan Modfif!~~J'Il~
Site Plan Review Submittal: 0= Ma'or Site Plan Modification su~mittal: 0
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phon,e: (541) 689-0019
e. t.h~s' .s~ctio~t '
Applicant Name:
I Company:
IAddress:
Rich Olson
ABRE. LtC
Fax:
(541) 912.2009
1960 River Road, Eue;me. OR 91404 .
--.'
~Dlicant's Reo.: Justin GerLitz
phone: (541) 479.3865
Address:
zcs Engineering, lne
1654 WtlliamsHi~bway. Grants Pass, OR 97527
--
,Fax:
(541) 479.3&70
Comoanv:
Property Owner: Susie Phi1nolt
Phorle: (541) 746-6965
~omoanY:
Address:
- I
Polen Futute&, LLC
. .-.!!lX:
2197 O~(lTltIlC 97477
~ITAX LOT NOeS):' ~OO,600.7(~'O,900
"
ASSESSOR'S MAP NO: 17S.03W-25.42
Propertv Address: 2005 OlvmDic Street
Size of property: 1.25 acres (total)
ProDosed Name of Project: Sonic Drive.In/Abby's Pizza/Deli
I
- --
Description of If you are filling in this form bv hillnd, please attach your propofoGll desCription tc. thiS application.
ProDosal: See attached desc:riDtlOn
\ Existing Use: Ore~.on's Own Dollar 'Store. Perk Cit'J Coffa')
INew ImDervious surface Coverage (Includil!9 Bldg. Grosn Floor Area): ~203S(red) sf
~, Si natures: Please 51 nand rint our name and date In the amro riate ~iiiIIIJI,}f nn the ne)(t a e,
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Associated ADolications: /..r-CV1 LWr - ~32--COI ).A ') Siqns:
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Pre-Sub Case No.' 'P~ 7&6 .- 6/5')(6 Date: '? / qiD 4, Rel/lewed by: ~
Case No.:
Application Fee: $ ? ~G:.
Date:
Reviewed by:
. Technmcal Fee: $
posta9.e Fee: $
. TOTAL FEES: $
??(, .0-0
PROJECT NYMBER;.1?R \ 2<1'D 1- - ($3:JSo
Revised 1/1/08 Mollv MarkGIrlan
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, Owner Signatures
.....-..
This application form is used for both the reQuired pre-submittal meetin~1 arid subsequent
complete application submittal. Owner signatures are required tit both stages in the application
process. An application without the Owne~s original sigll'mture wm not be accepted.
Pre-Submittal
The undersigned acknowledges that the Information to this appllC;atlon 15 ('"~r~ect and a,:CUrll!:e for 5Cheduhng of the
Pre- Submittal Meeting.
Own'er:
_ . ''cl,ilXJ;lA .~, {7l/1t',l f p t+
Signature
SIA.5 a.V1 D. Y lv't\ f o-tr
Print
Date~
;,Ij,-~/ 0 f(
I Submittal
I represent thiS apphcatlon to be complete for 5ubmlttal to the City. ConsIstent with the c~mpletene.ss check
performed on this application at the Pre'Submlttal Meeting. I affirm the ,",'ormatlon Iclenti<ied by the City a5
necessary for processing the appllC;atlon 15 provided herein or the Informal Ion will not be j:rovlded if not otherwise
contained within the submittal, and the City may beg'" prOCe5$lng the "PF"catlon with the Information a5 submitted.
This statement serves as written notice pursuant to the requirements of C~S L27.1 '78 pertainIng to a complF:te
apphcatlon.
Owner:
~ ~'..,
Date~
.- -
Signature
--
Print
PRt-SU~M\TIAl REC'D
MAR 5 2008
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2 of 10
RevISed lfl108 Molly Markanan
Pla/Ela 39\;1d
98SS9PLlPSt
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LC~
03/04/08
ZBINDEN · CARTER · SOUDERS
E N GIN E E A I N Gs
Steve Hopkins, Planner II
City of Spnngfleld
225 Fifth Street
SpringfIeld, OR 97477
PRE-SUBMITTAL REC'D
MAR 5 2008
Reference SOniC Drive-In/Abby's Pizza/Deli - 2005 Olympic Street
Subject Site Plan Pre-Submittal Application
Dear Steve,
Attached are the Site Plan ReView Pre-Submittal Application and associated plans
and docu.ments for the proposed SOniC Dnve-In/Abby's Pizza/Deli proposed to be
located at 2005 OlympIc Street A Development Issues Meetmg was held for this
project on 08/02/07 (#lON2007 -00032). The property owner (Polen Futures, LLC)
has authonzed me to submit future applications for this project as descnbed In the
attached document. The application form was signed/faxed to me for the submittal
packet and an onglnal signature can be provided to you If necessary
The project site consists of (5) tax lots, all of which Will be completely redeveloped
as part of thiS proposal. The eXisting Dollar Store (old movie theater bUilding) and
Coffee Stand Will be removed from the site and a 1746 sf SOniC Drive-In bUilding
and a 4832,sf Abby's Pizza/Deli building Will be constructed In ItS place. The project
Will utilize the eXisting dnveway approaches on Olympic that are shared by the
adjacent developments to the east/west and no new approaches/permits Will be
required. EXisting easements/CC&R's currently eXist between the adjacent
developments for the shared access and utilities that eXist for the site.
As stated In the Development Issues Meeting, no traffiC study was reqUired for thiS
development/application due to eXisting uses and traffiC patterns In the area
The property lies Within the boundanes of the 2-5 year and 5-10 year time of travel
zones and Will meet the requirements of this zone No bUilding Within the
development Will use/store more than 20 gallons of non-DNAPL hazardous
matenals at any given time. If we must submit a Dnnking Water Protection Overlay
Dlstnct Development application, it Will be done concurrently With the Site Plan
Review Submittal. A Tree Felling Permit Will also be required for this development
and the application Will be submitted at a later date.
Please review the attached draWings and documentation provided with thiS
application and let me know If you have any questions or comments that pertain to
1654 Wllltams Hwy, Grants Pass, OR 97527 · P 541.4793865 · F 541.4793870
Klamath Falls · Bend · Portland · Grants Pass
1
,zcS E;NGiNE~AING~~'
the submittal We would like to schedule a Pre-Submittal Meeting as soon as
possible to review the application, so please let me know when the next meeting
time is available,
We look forward to working with the City of Spnngfield on making this a successful
project \
Sincerely,
~~
Justin Gerlltz, PE
PRE-SUBMITTAL REC'O
MAR 5 2008
Enc!.
1654 Wzllzams Hwy, Grants Pass, OR 97527 · P 5414793865 · F 5414793870
Klamath Falls · Bend · Portland · Grants Pass
2
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Polen Futures, LLC
2197 Olympic Street
Springfield, OR 97477
541-746-6965
PRE-SUBMllTAL REC'O
MAR 5 2008
February 28, 2008
To whom it may concern,
This letter is in reference to the property located at 2005 Olympic Strep.t, Springfield, proposed name of
project: Sonic Drive-In/Abby's Pizza & Deli.
As owners of this property, we are authorizing Justin Gerlitz, PE with ZCS EnginE'ering, Ine, to submit the
following applications on our behalf:
. Final Site Plan Application
. Tree Felling Permit
. Drinking Water Protection Overlay Application
. DEQ NPDES Permit
If you have any questions or concernS, please contact any of us at the above number or email
~ uSI(~pJ:2!.!.Q91t @o((=.,K.ond9113rstore,.::om:
dSlncere1y,
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Polen Futures, LLC
Members
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CITY OF SPRINGFIELD
VICINITY MAP
PRE2008-00018
2005 Olympic" Street
\
SITE
Map 17-03-25-42
Tax Lot
500,600,700,800,
900
+
North
PRE-SUBMITTAL REC'D
MAR 52008
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FOR AGENCY REVI WINOT FOR CONSTRUCTION
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PRE-SUBMITTAL REC'O
E.-EVAT ONS MAR 52008
STORAGE BLDG. -
,j
LAFLEUR Karen
Subject:
Location:
PRE2008-00018 Pre-Submittal Meetmg (Site Tent) Sonic/Abby's Steve H
_SP _ConfRm616
Fn 3/14/2008 11 :00 AM
Fn 3/14/2008 12.00 PM
Start:
End:
Recurrence:
(none)
Meeting Status:
Required Attendees:
Meeting organizer
LAFLEUR Karen; HOPKINS Steve, Pre-Submittal Group
A Pre-Submittal Meeting has been scheduled for Fnday, March 14, 08 @ 11.00 - noon m DSD 616. The planner assigned
to this application is Steve Hopkins, The applicant submitted plans to construct a 1746 sq ft SOniC Drive-In Restaturant
and a 4,832 sq ft Abby's PIZZa/Dell Restaurant on five lots. Please confirm your attendance at this meetmg
Thanks .. Karen
1
541-726-3753 Phone
541-726-3676 Fax
Description
CTY Site Plan Review
+ 5% Technology Fee
Postage Fee Type II - $155
s \ Tidemark\forms\casefees 1.rpt
Fees Associated With
Case #: TEST-DRC
City Wide
CITY OF SPRINGFIELD
3/14/2008
10:16:59AM
Trans Revenue Date Calculated Original Amount
Code Account Number Calculated By Amount Due
1225 100-00000-425002 3/14/2008 TAJ 4,09900 4,099.00
2299 100-00000-425605 3/14/2008 TAJ 204.95 204 95
1299 100-00000-425505 3/14/2008 TAJ 155.00 15500
Total Due: $4,458.95
PRE-SU~~~I"~J OCr"t"'
MAR 5 Z008
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MAR 5 2008
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City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
,
Pre-Submittal Meeting
Case Number Assigned: PRE2008-00018
Date Submitted:
3/5/2008
PRE-SUBMITTAL REC'D
MAR 5 2008
Proiect Name: SONIC DRIVE THRU/ABBY'S
Project Description: Pre-Submittal for Site Plan Review for Sonic Drive in and Abby's Pizza at 2005
Olympic
Application Type: Site Plan Review
Job Address: 2005 OLYMPIC ST
Assessor's & Tax Lot #: 1703254200800
DISCLAIMER: Applications Will not be exempt from Development Code or procedural amendments that may occur
between the time of the Pre-Submittal Meeting and Submittal of the ApplIcation for Development ReView Please contact our
office at 541-726-3753 With any questions or concerns
A Planner will be assigned the following business day and will contact you to confirm the meeting date and time.
PlanJobPnnt rpt
3/5/2008
1.32:09PM
I ,Pre- Submittal ~eeting
Development Services Department
Room 615/616
PRE-SUBMITTAL MEETING DATE: Friday, March 14, 2008
1. PRE-SUBMITTAL MTG #PRE2008-000 18 (SITE TbNT) ABRE,LLCIPOLEN
Assessor's Map: 17-03-25-42 TL 500, 600, 700, 800, 900
Address: 2005 Olympic Street
Existing Use: Oregon's Own Dollar Store & Perk City Coffee
Applicant submitted plans to construct a Sonic Drive-in and Abby's Pizza
Meeting Date/Time: Friday, March 14,2008 DSD 616 11:00 a.m. - noon
Planner: Steve Hopkins
City of Springfield >~
Development Services DepartJment
225 Fifth Street
Springfield, OR 97477
Site Plan Review
_e th,~s .sectio~J .
ADDlicant Name: Rich Olson
ComDanv:
Address:
ABRE. LtC
Fax: _.(541) 912-2009
1960 River Road, Eugene. OR 97404
Applicant's Rep.: Justin GerUtz
._ PI:!!!!!:- (541) 479.3~6S
Fax: (541) 479.3870
Comoanv:
ZCS Engin~rin;!.. Ute
Address:
1654 Wtlliams Hip:hway, Grants Pass, OR 97527
----
-..........
Phorle: (541) 74~6965
Fax:
Property Owner: Susie Philtlott
,Comoanv:
Address:
Polen F IJtures_ LLC
2191 OlympiC 97477
..,,-..---
- I
ASSESSOR'S MAP NO: 17S.03W-25.42
TAX LOT NO{S): :100,600,700,8(10.900
. '
prooertv Address: 2005 Olympic Street
Size of Property: 1.25 acres (tOtal)
AI:res IZl Sauare Feet 0
Proposed Name of Project: Sonic Drive.!n/Abby's Piz2.afOt:lJ ..-.--
----.-
Description of If you are filling In this form by hillnd, please ilIttach your propof'GlI descrlp~ll~n tc. thiS appllCillt1orl.
Proposal: See attach&:l descriDtlon
...-.---
Associated Applications: :H<'V1 Jtl)7 - @:l3Z-COI )A ') Si~ans:
.t/
Pre-Sub Case No.: <py(.76t>i3 .. 6Cbl6. Date: ~/Z;/D4, Reviewed by: ~
)
Case No.:
Application Fee: $ '? ~~
Date:
Reviewed bY:
Technical Fee: $
postajle Fee: $
. TOTAL FEES: $
I
?~ .0-0
PROJECT NYMBER~R \ UD r - r:J5JC;-C .
R.evlsed 1/1/08 Mollv Markarian
V\t () t' .h --?-. / I
0/ /1, O~
I 1\' oa
1 of 10
P0/P0 3Sl'\td
98SS9PLTPST
8T:ET 800~/8~/~0
Owner Signatures
This application form is used for both the required pre-submittal meetin~1 arid subsequent
complete application submittal. Owner signatures are required 1St both stages in the application
process. An application without the Ownerls original sigll'mture wm not be accepted.
.---_...
Pre-Submittal
The undersigned acknowledges thClt the ,nformatn~n In this application 15 e;,rrect and a,:cur,lte for scheduling of the
Pre- Submittal Meeting,
Own'er:
_ _ ''cL,i;DtiM . (), (7 VJt"ll f () 1+ .
Signature
SlIt.5 a.Vl D. Y W." f o-t\"
Print
Dater.
J,1j,_~/ 0 r
Submittal
I represent tt1l5 application to be complete for submittal to the City, ConsJscent With the c:Jmpleteness check
performed on this application at the Pre.Submlttal Meetlng, I affirrTl the In. 'ormation Iclentl'ied by the City as
necessary for processing the application IS proVided herein or the Informallun will not be prOVided If not otherwise
contained Within the submittal, and the City mOlY be9111 processing the ilPFllcatlon with th~ Information as submitted.
ThiS statement sel'lles as wntten notice pursual'lt to the requirements of CRS 227.1 'TEl pert~lII'Iln9 to a complete
application,
Owner:
~' .,
Date~
Sign-ature
Print
PRE-SUBM\TIAl REC'D
MAR 5 2008
b,"
2 of 10
ReVISed 1/ l/08 MOlly Markarian
Nl/E0 39\;1d
98SS9t>L It>SI
8I:EI 800G/8G/G0
LC~
03/04/08
ZBINDEN. CARTER · SOUDERS
E N GIN E E A I N G~
'\
Steve Hopkins, Planner II
City of Springfield
225 Fifth Street
Springfield, OR 97477
PRE-SUBMITTAL REC'D
MAR Ii 2008
Reference Sonic Drlve-In/Abby's Pizza/Deli - 2005 Olympic Street
Subject Site Plan Pre-Submittal Application
Dear Steve,
Attached are the SIte Plan Review Pre-Submittal Application and associated plans
and documents for the proposed SOniC Drlve-In/Abby's Pizza/Deli proposed to be
located at 2005 Olympic Street A Development Issues Meeting was held for this
project on 08/02/07 (#ZON2007 -00032) The property owner (Polen Futures, LLC)
has authorized me to submIt future applications for this project as desCribed In the
attached document The application form was Signed/faxed to me for the submittal
packet and an original signature can be proVided to you If necessary
The project site consists of (5) tax lots, all of which Will be completely redeveloped
as part of thiS proposal The eXisting Dollar Store (old movie theater bUilding) and
Coffee Stand Will be removed from the site and a 1746 sf SOniC Drive-In bUilding
and a 4832 sf Abby's PIzza/Deli bUilding Will be constructed In ItS place The project
WIll utilize the eXisting driveway approaches on OlympiC that are shared by the
adjacent developments to the east/west and no new approaches/permits Will be
required EXisting easements/CC&R's currently eXist between the adjacent
developments for the shared access and utilities that eXist for the site
As stated In the Development Issues Meeting, no traffic study was required for thiS
development/application due to eXisting uses and traffic patterns In the area
The property lies within the boundaries of the 2-5 year and 5-10 year time of travel
zones and Will meet the requirements of thiS zone No bUilding within the
development Will use/store more than 20 gallons of non-DNAPL hazardous
materials at any given time If we must submit a Drinking Water Protection Overlay
District Development application, It Will be done concurrently with the Site Plan
Review Submittal A Tree Felling Permit Will also be required for thiS development
and the application Will be submitted at a later date
Please review the attached drawings and documentation proVided wIth thiS
application and let me know If you have any questions or comments that pertain to
1654 WIllzams Hwy, Grants Pass, OR 97527 · P 5414793865 · F 5414793870
Klamath Falls · Bend . Portland · Grants Pass
1
:.~S;,ENGJNeERi~iGr~
,
the submittal We would like to schedule a Pre-Submittal Meeting as soon as
possible to review the application, so please let me know when the next meetmg
time IS available
We look forward to working with the City of Springfield on making this a successful
project
Sincerely,
~~-
PRE-SUBMITTAL REC'D
MAR 5 2008
Justin Gerlltz, PE
Encl
1654 Wlllzams Hwy, Grants Pass, OR 97527 . P5414793865. F5414793870
2
Klamath Falls · Bend . Portland · Grants Pass
p
Polen Futures, LLC
2197 Olympic Street
Springfield, OR 97477
541- 746-6965
PRE-5UBMllTAl REC'O
MAR 5 2008
February 28, 2008
To whom it may concern,
This letter is in reference to the property located at 2005 Olympic StreF.1l:, Springfield, proposed name of
project: Sonic Drive-In/Abby's Pizza & Deli.
As owners of this property, we are authorizing Justin Gerlitz, PE with ZC5 Engine>ering, Ine, to submit the
following applications on our behalf:
. Final Site Plan Application
. Tree Felling Permit
. Drinking Water Protection Overlay Application
. DEQ NPDES Permit
If you have any questions or concerns, please contact any of us at the above number or email
? \.JSI~p h II pol;.t@qreiLQ.. nd oll~c?..tore .com:
tllSlnCerely,
Polen Futures, LLC
Members
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(\~ ?~JL
Mary ~\,;i1S0n
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CITY OF SPRINGFIELD
VICINITY MAP
PRE2008-00018
2005 Olympic" Street
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PRE-SUBMITTAL REC'D
MAR 5 2008
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ZBINDEN'CI\RTER.scr-'" SONIC DRIVE-IN/ABBY'S PIZZA/DELI
~ E N G I H e E A
I ~ ~ ~ 1~..~~-:,':.
FOR AGENCY REVI W/NOT FOR CONSTRUCTION
'"
u
ADD'L I4INGE MOUNTING INFO.
05 GA--E FRAME
1/20 = II_IZ>B
06 GATE ,-,NGE F,_N.:
1-1120 = l'-IZ>'
, (
!
,
~
~
. .
~~ ~~ a
If
CORRIGA TEe ~,.- "
U> FIBERGLASS ROOFING U> ... g
j ,
.....
. I " " I I I J . . ... --. ----;._~-
-'" r ) -
"- ZAvE vENT 1il SOFFIT, / ~
"- FRONT of REAR - TYF. e!
"-
"- T-llI PL YWD SIDINc.. I ~
"- (FAINT TO MATCI4 - I
/ TRASI-! ENCLOSURE) ~ l'l.)
I
/ r
/ lx4 WD. CORNER TRIM
/ - TYP. (PTD)
/
/ - ------- 31-0'x~'_8' 14M. DOOR .. ..
.~~ _.- 4 FRAME (FAINT TO "' r------- -----
FRONT MA TCI-! SID ING) SIDE
11
STORAGE9,_DG. -
1/41 = 11_e>o
PRE-SUBMITIAL REC'O
ELEVATIONS MAR 62008
J
------......
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Site Lie:htin2: Information
PRE-SUBM\TIAl REC'D
MAR 5 2008
'Sl !sz-
SIDE-ARM MOUNT
AERODOMETM FORWARD THROW (TYPE IV)
Igmtor
(Where Requlfed)
Thermal Chimney
Allows free alf flow between opllc
houSing and Side arm houSing
Lampholder
OptiC HouSIng
Seamless. dle-casl alummum
Reflector
Segmented alummum sheel
wrth hlgh~ efficient frnlshes
Lamp
Lens
High Impacl.
dear lempered glass
Tool-less Entry
~
19 T' (501 mm)
288' (733 mml
~'1~.:t..:~m~
PULSE START METAL HALIDE
- ---- -- - ---
150W PSMH AW4(c)615-(a)(b)
250W PSMH AVV4(cI625-(allbl
iJl 320W PSMH AVV4(cI632-(allbl
iJl 350W PSMH AVV4(cI635-(allbl
D <;l'pC# iJl ~gilw PS~!i_. _~VY~~)640~(~)Jb)
METAL HALIDE
D~SPFC# 175W-MH- AW4(c)417-{a)(b) - -
D- <;1;;:.C!i ---25-6w MH -- AVV4(cI425~allbl
D: ~I'I,C# iJl 400W MH AW4(c)440-(a)(b)
HIGH PRESSURE SODIUM
Q SPEC'" 150W HPS AVV4(c)515-(a)(b)
D S~C!l~_ 250W HPS AVV4(c)525-(a)(b)
D, ~Pl( # _ 460w HPS --i\VV4(c.)540-(a)(b)
Specify (a) Voltage. (b) OptIOns & (e) MountlnglRotatable OptiCS
Ijl Reduced envelope lamp. E028 for 320 - 400W PSMH &
400W MH
D SPECk
W &1'C("
Q -SPPC"
D &I'EC #
Recessed Handle
.-/ ~Slde-Arm Cover/GearTray
~ Seamless. die cast alummum
-1 I I
64'
. (164 mOl) 12 O.
I (305 mOl)
~~:::or PRE-SUBM'lTAl REC'
~ \ '--Slde,Ann HOUSing MAR 5 2008
~ ~ Seamless, dl8-casl alummum
~ ~Patented Hinge Assembly
_ ~Lens Frame
Ole cast alummum door
frame secures lens,
sealed wrth Slhcone gaskel
~~
o
M
T
1
2
27
3
4
5
6
120/277V
- - -- ---- -
120/208/240/277V (Standard)
120/277/347V (Canada Only)
120V
277V
277V Reactor (PSMH Only)
208V
240V
480V
347V (Canada Only)
For vOlla"e dvallalJlli~j outSide the US and Canada. see Bllllellll TD-9 or
contact your Ruud lighting authonzed International Dlslnbutor
-
-(a)F FUSing
-(alP Bu!!?..n_P_h~~o~lI_
-5P External Photocell (for 480V)
---- - - - - -
Specify (a) Smgle Voltage - See Voltage SuffiX Key
~."ll~~ _
Parkmg lot and roadway full cutoff lummalre for Fixture mcludes clear, mogul-base lamp
HID lamp, totally enclosed Housmg IS seamless, 320 - 400W PSMH and 400W MH utilize the
die-cast alummum Electncal components are E028 reduced envelope lamp Pulse-rated
heat-smked and contamed m mountmg ann porcelain enclosed 4kv rated screw-shell-type
assembly (dIrect mount configuration) Lens lampholder with spnng-Ioaded center contact
assembly consists of tool-less qUick release Lamp 19mtor mcluded where required All ballast
frame constructed of ngld alummum and hlgh- assemblies are high-power factor and use the
Impact, clear-tempered glass lens Hlgh- followmg CIrCUIt type
temperature SIlicone gasket seals lens from Reactor (277V PSMH)
water and msects 150 - 400W PSMH
-
ExclUSive OeltaGuard" fmlsh features an E-coat
epoxy pnmer With medium bronze ultra-durable
powder topcoat, provldmg excellent resistance
to corrosIOn, ultraviolet degradation and
abraSion The fmlsh IS covered by our seven-
year limited warranty
CWA - Constant Wattage Autotransformer
150 - 400W PSMH, 175 - 400W MH,
150 - 400W HPS
IJJ Ruud Lighting Inc Pnnted m USA
9201 Washmgton Avenue Racme, Wlsconsm 53406-3772 USA
PHONE (262) 886-1900
r www ruudllghtmg c~
~;m~i\1[:)~
!!.. .__~_ta~a!~ Conflgu!:.a.!!.o.f1. __
l Rotated left of Standard Conflgurallon
R Rotated Right of Standard ConfiguratIOn
!I Type III & Frontline _ \ 0 !"I
!llyne IV '" ~/
!
l
Notes
_--'T"'U
ANSI lamp wattage label supplied, VISible dunng
relampmg UL Listed m US and Canada for wet
locations
~ ) 'fu :"",,,c::li:, ,l~~!~~!~i-:.:t' l. . .,
US 4,689,729, 0531 882, Canada 108888, Other
Patents Pendmg
AVRp.3 Round Pole Adaptor
(fits 3" - 6" dla pole)
SBl-AW20C External Full-Cutoff Shield
SBl.AVV20E External Backlight Shield
FAX (262) 884-3309
RUUD ~
LIGHTING
01/23/08
SIDE-A;i~~OUNT
AERODOMETM fORWARD THROW (TYPE IV)
Lighting SCiences Inc
Certified Test Report No LSI 23057
Candlepower dlstnbulion curve 01 400W PSMH
AeroDome light
RUUD'@
LIGHTING
Isofootcandle plots show Initial footcandles at grade (Footcandles - 00929 = ~ux)
120'100' 80' 60' 40' 20' 0' 20 40' 60' 80' 100' 120'
140', , ,427
120 ~ t- - - 366
100'
80
60'
305
244
PRE-SUBM\TIAl REC'D
MAR 5 Z008
183
40'
122
61
Om
61
122
~60' ,183
3663)5244183122 61 Om 61 1221832443)5366
Isofootcandle plot of 400W PSMH AeroDome
Light at 25' (7 6 m) mounting height
(Plan view)
.,
9201 Washington Avenue RaCine, Wisconsin 53406-3772 USA
01i23/08
@ Ruud Lighting Ine Printed In USA
PHONE (262) 886-1900
FAX (262) 884-3309
L www ruudllghtlng eoml
"A I
STANDARD S-. "lP WIDE SW STRIP
Page 1 of 2
4-1/8" WIDE x 1-7/8" DEEP x 24", 36", 48", 72", 96" LENGTHS, 1 OR 2 LAMP, T8 OR T12
Features
· Fixtures sUitable for individual, row, surface, or suspension mounting
· EffiCiency 97 3% (T8)
· Quarter turn latch secures channel cover for easy wlreway access
· Heavy duty channel of code gauge die formed steel
· Fully enclosed wIring
o U L Listed snap-on end caps
· Combination end cap for continuous row mounting
· Green grounding screw Installed In channel
· Lampholders may be individually replaced or rewired
· UL listed for direct mounting on low density ceilings and damp
locations
DIMENSIONS
24"1610mml or 36 1914mml
r 4 1102mml
6 1152mml
r 4-51R 1117mml
r'
~:: ~
~ SHook
K 0 181
t
41iB" l
""~"' ( ~ Gl
" ,
ff fr
2' OR 3' CHANNEL
48' (1219mml
r" I1n?mml
i ~
41J8'
11051mml
I
n 1107mml
I 451B 1117mml
1-1/8 1191',1 I r = ~
co 8-1 .," CD Cl
~1 P ~ ~
63/B (162mm) ~ Ola K 0/ 7/B: Ola ./ ~ SHook
with 7/8 Ola K 0 K 0 (4) K 0 (81
4' CHANNEL
72' 11829mm) or 96" (2438mml
"k r i;:~~i1 .1 r 161j"~"t I ~~';;;""j
(105iml) CD co ~~ 0:: 9 : CD IS Cl 0 ,
I 'Y' /
63/8" (162mml 2"01a KO.../' 7i80la
with 7/8" Ola K 0 K 0 (8)
6' AND 8' CHANNEL
~
SHook
K 0 (81
PRE-SUBMIlTAl REC'D
MAR 6 2008
o
i
3 314 (T121
(95mml
3 1/2' (T8)
(89mml
l
1 LAMP
00
i
3-314' (T121
(95mml
3112 (T8)
(89mml
~
2 LAMP
, 5718 (149mm)
1 7i8 'I I 7iB" 122mml
(48mml I..
\1 I ~~ tr
7iB" Ola K 0 (41
57/8' (149mml
I I
H o~CD I
"- 1/2 Ola K 0 (2)
SIDE VIEW
Job Information
Type:
.Job Name:
Cat. No,:
Lamp(s):
Volts/Ballast:
lightoher a Genlyte Thomas Company www Ilghtol1er com
Technical Information (978)657-7600 · Fax (978) 658-0595
631 Airport Road, Fall River, MA 02720 · (508) 679-8131 · Fax (508)674-4710
We reserve the nght to change details of deSign, matenals and finish
@ 2002 Genlyte Thomas Group LLC (Llghtoller DIVIsion)
A0902 SECTION 3AlFoho H100-42
-
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STANDARD SO. lP WIDE SW STRIP
Page 2 of 2
4-1/8" WIDE x 1-7/8" DEEP x 24", 36", 48", 72", 96" LENGTHS, 1 OR 2 LAMP, T8 OR T12
PHOTOMETRY
REPORT NO G17009
CATALOG NO
SW4S232HPF120S0
LAMP TYPE F32 1 T8
LUMENS PER LAMP 2900
TOTAL EFFICIENCY 973%
CIE TYPE SEMI-DIRECT
SPACING CRITERIA 1 58
SHIELDING ANGLE 180
ORDERING INFORMATION
I sw I
I
STANDARD STRIP
WIDE
4-1i8 Wide Channel
FIXTURE
LENGTH
2=24
3=36"
4=48
6=72"
8=96
I
LAMP
CONFIGURATION
S=Standard
T=3' or 4 Lamps
mTandem
IFor 6 or 8' umtsl
OPTIONS & ACCESSORIES
FUSING Internal fast-blow fusing
SUFFIX GLR
Internal slow-blow fusing
SUFFIX GMF
FLUORESCENT EMERGENCY
LIGHTING SYSTEM Factory-Installed emer-
gency power battery pack with charger and
Inverter
SUFFIX EM
STEM AND
CANOPY SET
ASC6 CSP (6")
CANOPY
SPACER
AC1 CSP
300
00
I
NUMBER OF
LAMPS IN
WIDTH
IBy Othersl
1=1 Lamp
2=2 Lamp
LER = FS - 80 5 Watts - 60 3 SF - 0 88
Comparative yearly lighting energy cost per 1000 lumens = $2 98
'100
cooll,c,on15 ,f ul,l"ol,on - zonol cav,tv malhod lellectlve floor cavltv reflectance 0 201
RF 20 50 30
RC 80 80 30
RW 70 50 30 50 30 10 50 30 10
1 99 93 88 81 77 74 74 71 68
2 88 79 72 69 63 58 63 58 54
3 80 68 60 59 53 47 54 49 44
4 72 60 51 52 45 39 47 42 37
5 66 53 44 46 39 33 42 36 31
6 61 47 38 41 34 29 3B 32 27
7 56 43 34 37 30 25 34 28 24
8 52 39 30 34 27 22 31 25 21
9 49 35 27 31 24 20 29 23 19
10 45 32 24 29 22 18 PRE-SDBMITIAt REC'D
MAR ' 5 2008
600
LAMP WATTS
17= T8. 2 Length
20= T12 2 Length
25= T8 3' Length
30= T12 3' Length
32= T8 4' Length
34= T12 4 Length
I
BALLAST TYPE
LPF=Low Power
Factor For
T12 Only
HPF=Hlgh Power
Factor
I
OPTIONS
Add appropllate
sulllx to catalog
no Ie IGLRI
I
VOLTAG E
120 or 277
BALLAST TYPE
1-1 & 1-2 Lamp Mag T12 LE
Standard Electro-
Magnetic 1241
1-1 & 12 Lamp Elec T8
1-4lamp Elec T8
"Instant Start Standard
P
<2oTHD <1oTHD
SO" HI"
04" H4"
Other dimming options Consult factory
STEM AND CANOPY SETS Suspends fixture 6".
12", 18" or 24" from surface (Four per fixture IS recom-
mended) Catalog Number ASC6 CSP (6"). ASC12
CSP (12"), ASC18 CSP (18"), ASC24 CSP (24")
CANOPY SPACER Suspends fixture 1-1/2" from sur-
face Order Catalog Number AC1 CSP
GROUNDED CONVENIENCE OUTLET 120 volt only
SUFFIX CO
4' WIRE GUARD (WHITE) Specify two for 96" fiX-
tures Catalog Number AWG3W CSP
CHAIN HANGING KIT Includes two 5' heavy duty
link chainS With sturdy "V" hooks for fixture suspen-
sion Catalog Number AH5 CSP
lWlST TEE For exposed T-bar mounting,
1-7/8" deep channel Catalog Number NAH3 CSP
HEAVY DUTY COUPLER
Catalog Number NHDC-W CSP
SLIDING HANGER Catalog Number NAHW CSP
CHAIN
HANGING
KIT
AH5 CSP
~
R
V
?
./
lWlST TEE
NAH3 CSP
HEAVY DUTY
COUPLING
NHDC-W CSP
SLIDING
HANGER
NAHW CSP
SPECIFICATIONS
MATERIALS ChaSSIS parts are die-formed heavy gauge cold rolled steel. 4-1/8"
channel Width
BALLAST COVER Code gauge steel secured With quarter turn latch
FINISH ChaSSIS exterior-phosphate undercoating, baked white polyester enamel
ELECTRICAL Thermally protected class "P" ballast C B M approved, non PCB If
K 0 IS Within 3" of ballast, use wire SUitable for at least 900
LABELS I B E W IUL and ULc Listed
_" III I Type'
. . . ~. .
Lightolier a Genlyte Thomas Company wwwllghtollercom
Technrcallnformatlon (978) 657-7600. Fax (978)658-0595
631 Airport Road. Fall River, MA 02720 · (508)679-8131 · Fax (508) 674-4710
We reserve the nght to change details of deSign, matenals and flnrsh
@ 2002 Genlyte Thomas Group LLC (Llghtolrer DIVISion)
A0902 SECTION 3AlFolio H100-42
-
I
-
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\ '6'
COOPER I -~HTING
LUMARK~
DESCRIPTION
The Lumark Wal-Pak provides a durable and effICient exterior lIght source
for any application requIring maximum performance and minimum
maintenance The rugged, die-cast aluminum housing, stainless steel
hardware and sealed and gasketed OptiCS compartment combine to make
the Wal-Pak Virtually Impenetrable to contaminants U L listed and labeled
for wet locations CSA certified
The Wal-Pak walllumlnalre IS Ideal for loading docks, underpasses, tunnels,
stairways, bUilding entrances, vehicle ramps and schools
SPECIFICATION FEATURES
A .." Mounting Hardware
Captive corrosion resistant, single
pOint mounting screw
B ... Housing
Ole-cast aluminum housing IS
finished In dark bronze polyester
powder coat
C ... Optical System
Impact resistant borosilicate
prismatic glass or polycarbonate
refractor with aluminum reflector
that prOVides maximum
photometric performance and
beam effICiency
D ... Gasketing
High-temperature Silicone
gasketlng seals out external
contaminants
A
B
C
/
o
\
\
D
I
n
,f
e
h~
E
F
G
DIMENSIONS
TI
/1
\
9518'
[244mm]
/
..~
16" [406mm]
50-200W HPS & MH, 250W MH
_ 101/2" [267mm]
250W HPS, 400W HPS & MH
12 1i16' [306mm]
",
COOPER Lighting
E ... Socket
Mogul-base porcelain socket,
except 150W Metal HalIde and
below has medium-base
F ... Ballast
Normal or High power factor
ballast with class H insulation
Minimum starting temperature IS
-400C (-400F) for HPS and -300 C
(-200F) for MH, MP and ML
G ... Door Assembly
Door assembly IS hinged at bottom
for easy installation and relamplng
/
f
/
PRE-SUBMllTAl REC'O
MAR 5 2008
Specifications and Dimensions subject to change without notice,
Conslllt your representatlve for additional options and finishes
wwwcooperhghtlng com
~~
_Drn"--
WL
WAL-PAK
50 - 400W
High Pressure Sodium
Pulse Start Metal Halide
Metal Halide
WALL MOUNT
LUMINAIRE
TECHNICAL DATA
IP65 Rated
250C MaXimum Ambient Temperdture
External Supply Wifing 90"C Minimum
Internal Supply Wifing 150'C MInimum
ENERGY DATA
Reactor Ballast Input Watts
50W HPS NPFIHPF (58 Watts)
70W HPS NPFIHPF (82 Watts)
100W HPS NPFIHPF (118 Watts)
150W HPS NPFIHPF (175 Wattsl
High Reactance Ballast Input Watts
50W MH HPF (69 Wa*1
70W MH HPf- 194 Wattsl
100W MH HPF 1129 Watts)
150W HPS HPF (190 Wattsl
150W MH HPF 1210 Watt')
CWI Ballast Input Watts
250W HPS HPF (300 Watts)
CWA Ballast Input Wdtts
175W MH HPF 1210 Wdtt,,)
200W HPS HPF (250 Watt')
200W MP HPF (232 Watts)
250W MH HPF 1295 Walts)
320W MP HPF n65 Walts)
350W MP HPF (395 Watts I
400W MH HPF (455 Watts)
400W HPS HPF (465 Walts)
400W MP HPF (448 Watts)
SHIPPING DATA
ApprOXimate Net Weight
32-421bs (15-19 kgs)
o,~",
rh'-f/J
(\.t~~\t.<>
ADH040990
0510312007 2 36 13 PM
PHOTOMETRICS
I
____ -- --1____ ,,'
_ //~'--k""
=1~z;~;:'m"C ~L
~~~~ f
\,\~'//
'- I /"
HPWL-2S0-MT-LL
Z50-Wdtt HPS
30,000-Lumen Clear Lamp
MOUNTING DETAIL
~
r~ _:~[:5mm]
"",,,.,mm]l ' \
_t
I
1
Q
43/4" [121mm] I CD
23/16" [S5mm] :
I 1
'Three 318"ll0~m) JI
Ofa Mtg Holes
Arre% to
Outlet Box
1314" NPT
I threaded hub)
4" [102mmJ
to bottom of
hOUSing
1
ORDERING INFORMATION
Sample Number MHWl-250-MT-LL
I
~
II
II
II
lamp Type
HP High Pressure Sodium'
MH' Metal Halide
MP' Pulse Start MH (CWA)2
Series
WL- Wal-Pak!
Boros,lIcate Glass
Lens I HPF
PL Wal-Pak I
Polycarbonate
Lens / HPF
WE Wal-Pak I
BorosilIcate Glass
Lens / NPF
6
Is
14
13
12
6
Is
1
/'/ 1"',,\ 1 I:
\ \ ~r' 'I '6 E 1 12
~+;~~B Y I
-- I~_ 1 _==1:
12
2
S
WL WAL-PAK
Footcandle Table
Select mounting height dnd fE-ad acroc;<:; for footrandle
valtJe~ of edt.h Isofuotcandle line DI!:.tdm.e 111 Units of
mountlnq heIght
Mounting Footcandle Values for
Height Isofootcandle Lmes
ABC D E
10' BOO 400 200 1 00 0 50
15' 3 54 1 77 0 89 0 44 0 17
20' 200 1 00 0 SO 020 0 10
25' 1 28 064 032 0 16 006
5 3
MHWL-2S0-MT-LL
250-Watt MH
19,500-Lumen Clear Lamp
lamp Wattage 5
50 SOW
70 70W
100' 100W
150' 1 SOW
175-17SW
200' 200W.
250' 250W
320' 320W.
350' 350VVO
400- 400W
II
II
Voltage 7
120V' 120V
208V' 20BV
240V' 240V
277V' 277V
347V' 347V
480V' 480V
MT- Multi-Tap, ·
wired 277V
IT' Triple-Tap, 9
wired 34 7V
5T- 5-Tap'.
Options '1
F1 S'ngle Fuse (120, 277 or 347V
only)
F2 Double Fuse (208, 240 or 480V
only)
Q Quartz Restnke (Hot Stnke Only)
EM Quartz Restnke with "Delay
Relay" (Quartz lamp stnkes at
both hot and cold starts)
EM/SC- Emergency Separate CirCUit
LL' Lamp Included"
TR= Tamper ReSIstant Screws
PE' Intemal Photocontrol (Specify
Voltage)
PC' Button Type Photocontrol
Notes 1 Not avaIlable In 175W 2 200 250,320,350 and 400W 3 150W maxImum In HIgh Pressure Sodium 175W maxImum In Metal HalIde 4 Available NPF
only Metal HalIde 70-150W medium base only HIgh Pressure Sodium 50 150W,120V mogul base only 5 AvaIlable NPF only Metal HalIde 70-150W
medIum base only HIgh Pressure SodIum 50 150W 120V mogul-base only 6 Pulse Start Metal Halide only 7 Products also available In non US voltages
and 50HZ for International markets B MultI Tap ballast 120/20B!240/277V wIred 277V 9 Tnple Tap ballast 120/277/347V wIred 347V 10 5 Tap ballast
120/20B/240/277/480V wIred 277V 400W Metal HalIde only 11 Add as suffIX In the order shown 12 Lamp IS shIpped separate from lumlnalre Lamp IS
Cooper deSIgnated product based on lummalre requirements SpecIfied lamps must be ordered as a separate hne Item 13 Order separately 14 Wire
guard, vIsor and shIelds can not be used together on the same Unit
STOCK SAMPLE NUMBER (Lamp Included)
SAMPLE NUMBER PS10
I serL
P=Wal-Pak
I
~
Lamp Type
S=Hfgh Press lire
SodIUm I
M=Metal Halide
NOTES OptIOns not avaIlable with stock product~
On.Jtlr Acce~sorre8 as S€1{JilTdt€llt( m!. for fldd ('1~tallutlon
Rdar to "tandard ordenng 'nformation to add options
Bnd <:\CL6ssorrr..S
--
COOPER Lighting
I
~
Lamp Wattage
10=100W
15=150W
17-175W
2S-250W
40=400W
L
Accessories 13
WGlWL Wfreguard14
VSJWL-XX- Vandal Shleld14
FCJWL= Full Cut-off ShIeld
FSCJWL- Semi Cut-off Shield
WLR Replacement Glass Lens
PLL Replacement Polycarbonate Lens (150W
maxImum)
PE.347V Field Installed Photocontrol 347V
PE-480V Field Installed Photocontrol 480V
PE/MT- Field Installed Photocontrol
TRSD-1/4-20= Tamper ReSIstant Screwdnver
PCS= Polycarbonate Vandal Shleld14
lWC Thru-way CondUIt
PRE-SUBMlTIAl REC'O
MAR 5 2008
lopL
5T =5-Tap
1400W Metal Halide Only)
Specifications and Dimensions subject to change without notice.
Lumark' Customer First Center' 1121 Highway 74 South' Peachtree City, GA 30269' TEL 770 486 4800' FAX 770 486 4801
ADH040990
05/03/2007 23613 PM
wwwcooperllghtlng com
PRODUCT SPECIFICATIONS
· The FloodPak IS a perfect blend ot
architectural design and performance
· Th(' FloodPak can be surtace mounted
In vanous positions Use It as a cut-off
wallpack or tip It up 22 5" for torward
throw with seml-cut-off Tip It up 45<'
for floodlighting, or turn It over and
use It tor indirect/accent lighting
· The FloodPak can also be pole
mounted or ground mounted uSing
mounting accessones
· PreCI<;lon die cast aluminum con<;truc-
tlon All exposed hardware IS stall1less
steel
· Duraplex II dark bronze polyester
powder ilnlsh IS standard but the
FloodPak I~ available In a vanety of
deslgnel colol s
· Hinged door frame with clear tempered
glas~ len,
· Multi-faceted reflection sy<;tem provides
uniform dlstnbutlon
· Injection molded tnple finger silicone
ga,ket
· UL wet location It<;ted for above or
below horizontal almll1g
· Complete With a UL approved mount-
II1g box rated for 900C supply wire
With Integral bubble level
· Integral heat Sink ensures cool
operation
· Meets IESNA Full cut-oft reqUirements
· Contractor Fnendly de<;tgn With
Integral cable pernllt1ng ea,y, hand<;
free wiring
CATALOG NUMBER:
I FIXTURE
FPM-
FloodPak
Medium
WATTAGE
50-50W
42-42W
HR only
70-70W
100-100W
150-1:;OW
175-175W
I LAMP SOURCE I
MA-Metal Halide
(CWA)
lX-High Pressure
Sonlurn
(HX-HPF)
HFl-Compact
Fluorescent
PMA-Pulse Start
Metal Halide
(HX-HPFI
Example FPM175MAL-8
HID units supplied With clear mf>dlum ba_e lamp
LAMP
l-Lamp
furnished
I VOLTAGE
1-120V
5-480V
8-120V,
208V
240V,
277V
FPSKNVCKLE - 1/2" Adjustable Knuckle
FPSARM - Shoebox Arm Converts
FloodPak to pole-mount (mll1lmUm
4" square pole)
FP2 - Smgle hole round cover for use
With standard 4" round surface boxes
\
FP4A - SlI1gle hole FS <;tyle cover for use
on <;tandard sll1gle gang FS boxes
FP4B - Three hole FS style cover for use
on standard smgle gang FS boxes
FPM552 - Replacement lens for medium
size FloodPak
.(
I
I
!
I
t
!
,
1 ,.... ~~
, FPSKNUCKLE
Knuckle'
FPSARM
PolpArm
FPMSHIELD - Vdndal ShIeld Helps
protect lens and lamp from breakage
Clear polycarbonale shield snaps 111 place
over glass lens
(For below honzontal only)
, - FPMSHIELD
'"' I em Shield
FPSRPA
Round Pole Adapter
FPA=O 89 sq it
~ (\ (~ I
6-5/8"
/' I
I """ ""'
12" 12-7i8" I
CreSCIJRlstORCO
A OlV1~ on ofGeMLYItI
PREDSUBMIITAL REC'O
MAR 5 2008
.@ UL Wet Location L"ted
, F '
DIRECT MOUNT
1611 fUll CUTOFf WAll PACK
Lens Assembly ~
RIgId die-cast
copper-free
aluminum and
flat
glass lens
65"
r(165mm)
rlrIJ~)]J I'
I ~,
176"
(447 mm)
I
]
I
I
i
~. -- -- "";~
163"(414mm)-1
Ballast- j'\\Plvotlng
~ ""9K
}-~~I @
~ .. ,...1
I) t'l
Capacitor
C I _ I ff r.:9 ~., Lampholder
~( ,.., .. n - <<
- HOUSing
l/-+- ! l - - ~- ~ :~::ast Aluminum DeltaGuard" finish
) (Included)
,~_ _ -=- _ _~_ __ ~ _ ~ _ _~ - :~:~~~~~r semi-specular aluminum
'"
/
~m~~
PULSE START METAL HALIDE
D SPEC# -250WPSrvui- GWC0625-(a)(b)
D SPloC;; 11 320W PSMH GWC0632-(a)(bl
o SPEC # ~ 400W PSMH GWC0640-(a)(b)
METAL HALIDE
U SPEC~ 175W MH GWC0417-(a)(b)
OSPFC It I 250W MH GWC0425-(a)(bl
0: ~prc ~ '_~_ _iQ_OW MH__ GWCO~~_O-(ali'!.L_
HIGH PRESSURE SODIUM
U SPEC- I 250W HPS GWC0525~(3)fb)
[J SPEC /I, 400WHPS - GWC0540-(a)(bf-
COMPACT FLUORESCENT*
U SPPC# 57W CFL GWC0257-(a)(b)
o SPhC /I 70W CFL GWC0270-(a)(b)
Specify (a) Voltage & (b) Options
. Consult factory for alternate lamp wattages
11 Reduced envelope ED2B lamp
~m'_
Full Cutoff Wall Pack fixture for HID lamp, totally
enclosed HOUSing IS seamless copper-free dle-
cast aluminum Lens assembly consists of a
hinged, rigid dle-cast copper-free aluminum frame
and clear borosilicate glass lens held securely
InSide Lens frame IS eaSily removable and allows
for easy attachment and serviceability uSing top
pivoting hinge Complete Silicone gasketlng
around lens and gasketlng at mounting prOVide a
watertight seal Ballast compartment IS separate,
and gasketed, from the optical chamber A
preCIsion specular aluminum reflector proVides
forward throw With Wide dlstnbutlon to ensure
Wide fixture spacings and maximum light levels
Fixture deSign proVides excellent IES Full Cutoff
light distribution Without glare The optical
chamber IS sealed to reduce dirt and Insect
contamination Furnished With e-coated, copper-
free, lightweight mounting box deSigned for
installatIOn over standard 4-lnch square or
octagonal and Single-gang J boxes and for condUit
entry from top, Sides and rear DeSigned and
approved for easy through-Wiring All PSMH and
MH fixtures use vertlcal-larnp pOSitIOn All HPS
and CFL fixtures use honzontal-lamp pOSition
-
I'V!_ ____ 120/20B/240/27~VJSlal!(jard) __ _
T__ _ _! 20/2?!!~i7Y~~I'a~~ 91!'~t
UL 120-277V Universal Voltage
(CFL ~nlYl ~lan~a.:.c!L
1 120V
2 277V
27 277V Reactor (PSMH Only)
3 20BV
4 240V
5 4BOV
6 347V (Canada Only)
For voltage avallabllltv outSide the US and Canada, see Bulletin TD-g or
contact your Ruud Lighting authonzed International Dlstnbutor
-
Fixture Includes a clear, mogul-base lamp
320 - 400W PSMH and 400W MH utilize the
ED28 reduced envelope lamp Pulse-rated
porcelain enclosed, 4kv-rated screw-shell-type
lampholder With spring-loaded center contact
and lamp locking feature Fluorescent fixture
Includes one 57 or 70W quad tube/4-pln
compact fluorescent lamp Fixtures require a
minimum 900C temperature feed wire All ballast
assemblies are high-power factor and use the
follOWing CirCUit type
Reactor (277V PSMH)
250 - 400W PSMH
CWA - Constant Wattage Autotransformer
250 - 400W PSMH, 175W - 400W MH,
250 - 400W HPS
Electromc (120 - 277V Umversal Voltagel
(minimum starting temperature O"F [-18 C])
57 and 70W CFL
-
ANSI lamp wattage label supplied, VISible dUring
relamplng UL Listed In the US and Canada for
wet locatIOns
@ Ruud Llghtmg Inc Printed In USA
9201 Washington Avenue RaCine, Wisconsin 53406-3772 USA
PHONE (262) 886-1900
~,~Y'~rl~ygl!9.'ltP.Q.!Lq,.!!!." J
34"
(86 nm)
I
I
I
I
r1i9"
. (429 mm)
Notes
-
ja)F FUSing
-(alP Button Photocell
Q Quartz Standby
(Includes 1 OOW quartz lamp)
(N/A on 277V Reactor)
SpeCify (a) SlOgle Voltage - See Voltage SuffiX Key
Consult factory for 11'65 optIOn
PRE-SUBMlTTAl REC'D
MAR 5 Z008
d~~"~:C ,,':<;'f;;\ i/'tfJNISH '~: ,,::t >: ~ ~ _, ~
ExclUSive DeltaGuard@ finish features an E-coat
epoxy primer With medium bronze ultra-durable
powder topcoat, proViding excellent resistance
to corrOSion, ultraViolet degradation and
abraSIOn The finish IS covered by our seven-
year limited warranty
"~, "t4l;,;t;J:;"' ~ ~P~T, ,Nr~~:~~~, Po .: "
Patents Pendmg
_r~'~.~~~m1~
PC-1 Button Photocell
(for lixtures set to 120V)
Button Photocell
(for fixtures set to 208, 240, 277V)
Button Photocell
(for fixtures set to 347V)
Uneven Surface Mountmg Plate
Emergency Egress
(CFL only - remote mounted)
PC-2
PC*6
WM-GW
Consult
Factory
FAX (262) 884-3309
RUUD
LIGHTING
02i23i07
Candlepower distributIOn curve of
400W PSMH Full Culoff Wall Pack
RUUD W
LIGHTING
D1REc;'Io~NT
16DB fUll CUTOfF WAll PACK
Isolootcandle plots show initial footcandles at grade (Footcandles - 0 0929 = Lux)
80' 60' 40' 20' 0 20' 40' 60' 80'
80' I I , 24.4
I
I I
I
60' I 18.3
I
- ~-
40' d~ i-_~ 12.2
20' "t t(fT))) ,JI 6.1
0' Om
24.4 18.3 12.2 6.1 Om 6.1 12.2 18.3 24.4
Isolootcandle plot of one 400W PSMH Full Cutoff Wall Pack
at 20' (6 1 m) mounting height
PRE-SUBMITTAL REC'D
MAR 6 2008
9201 Washington Avenue Racine, Wisconsin 53406-3772 USA
02/23i07
@ Ruud Llghtmg Inc Printed m USA
PHONE (262) 886-1900
FAX (262) 884-3309
I ::,w~:.:.uudlightlng com l
'G
I
DEFIANT n
DECORATIVE WALL MOUNT
INSTITUTIONAL/BEHAVIORAL
oun mg a e' Ie cast, manne grade a umlnum bac
plate Two styles available flat and deep back box
. Trim Ring. Die cast aluminum bezel nng provided with
surface mounted deep back box
. Lens: 180" UV stabilized Injection molded polycarbonate
lens available In clear and opal
. Locking Ring: U V stabilized, polycarbonate locking nng
holds lens to back mounting plate (deep box) locking nng
has keyed slots for correct alIgnment
. Front Accent Accessories: U V stabilized polycarbonate
Accessones are permanently mounted to fixture at factory
Project Name
Catalog No.
Comments
IType
PREDSUBMITIAL REC'D
MAR 5 2008
. listings/Certifications: ETl (US/Canada) Wet location, ADA
compliant with flat mounting plate
e ector: ymme nc, W I e a umlnum or specu ar
hammertone aluminum for CFl or HID lamps Asymmetnc,
specular hammertone aluminum reflector for eyelid With
Single HID lamps for forward throw
. Lamps: lamps by others See below for lamplng options
. Ballasts: Compact fluorescent ballast 120/277Velectronlc,
high power factor, Class P HID ballast, HPF core and Call
ballast and Ignitor, 120/277
· Color: Standard colors, black white and bronze Bronze has
textured, extenor grade high temperature, U V stabilized
coating
Example: DFII - FP - CL - 232TRT - E - W . 120V
Series
Mounting
Plate
Lens
/ DF" /- I
I -I
.FP
Flat Plate
.CL
Clear
.DBR
Deep Back Box
- Recessed
.WO
White Opal
.DBS
Deep k Box
- Surfac
DISCONTINUED
Note: Contact Factory For
Additional Configurations,
1-
-13Q
1-13WQuad
-213Q
2-13WQuad
-26Q
1-26W Quad
-226Q
2-26W Quad
-326Q
3-26W Quad
(deep plate only)
-26TRT
1-26W Tnple Tube
-32TRT
1-32W Tnple Tube
-42TRT
1-42W Tnple Tube
-57TRT
1-57W Tnple Tube
-226TRT
2-26W Tnple Tube
-232TRT
2-32W Tnple Tube
.242TRT
2-42W Tnple Tube
Lamps
(by Morllte)
-257TRT
2-57W Tnple Tube
(flat plate only)
-326TRT
3-26W Tnple Tube
(deep plate only)
-332TRT
3-32W Tnple Tube
(deep plate only)
.342TRT
3-42W Tnple Tube
(deep plate only)
-50HPS
1-50W HPS
-70HPS
1-70W HPS
-100HPS
1-100W HPS
-150HPS
1-150W HPS
-50MH
1-50W MH
-70MH
1-70W MH
-100MH
1-100W MH
Front
Accents
-E
Eyelid'
.L
Lug
-C
Cross
-ES
Eyelid Slots"
'Not available In
150W HID
"Available In
CFL only
Custom eyelid
wording or
Images available
- contact factory
Options
Voltage
1- I
H
-EMG
Emergency Battery
Pak (CFL only)
.AUX
Quartz Restnke
(HID only)
.PC
Photo DBS
models on
DISCONTINUED
.GLR
HLR/GLR FUSing
oWL
Wet Location
-W
White
.B
Bronze
-120V
-277V
Contact Factory for
other colors/pnclng
@some lum,"""es use fluorescent or h'gr Intensity discharge (HID) lamps that contain small
H amounts of mercury Such lamps are labeled 'Conlalns Mercury" andlor the symbol "Hg"
g Lamps that contam mercury must be dIsposed of In accordance wltl1local reqUlf€>ments
Information regarding lamp recycling and disposal can be found al wwwlamprecycle org
c(Ef~\.
~LISTE.!I
1805 PIttSburgh Ave, Erie, PA 16502' 800-865-5954' Fax 800-667-ll959
DEFIANT II SERIES
DECORATIVE WALL MOUNT
-1 r 1 5" Note
1 "Lug" design
" '\ "- trim ring and
~ lens assembly
to Immediate
,. left measures
U 153' 1581" 1581' All other
I.r lens assemblies
measure 15 3"
; accross
jJ' 2 A minimum of
~p 25 ' clearance IS
~ 3 96' - needed between
deep wall
mounting plate
153" - i JI and wall open-
Ing In recessed
Installalions
I 135 ~ ~ 3 Wire way for
- T flat mounting
10" 4 6' plate IS 1 75'
I L - -l '"
-33":
Recessed
Ole cast aluminum bezel
ring provides smooth
transition from deep back
box to front. minimizing
ledge
Align locking ring tamper
proof fastener slot with
red arrow on back plate,
Insert locking ring mto
mounting plate keyed
slots and turn. Lens
with sIlicone gasket and
locking ring tlghly seal to
mounting plate,
Single tamper-proof
fastener securely locks
components In place
Model: DFII-FP-CL-242TRT
Lamp: 2PLT42/41/4P, rated at 3200 lumens each
3
......---......1__________ '-.... E
/- "'-
/ /_________ ~\PR:.S\I8MmAl REC'O
(~') I )UAR 52008
\,-v// )
~ "=,'/ ~
~------/
Ceiling Mounted Height (in feet)
HOrizontal Plane Isofootcandle Line
2
8
A 10.00
B 5.00
Ie 2.00
I D 1.00
IE 0.50
10
6.40
3.20
1.28
0.64
0.32
12
4.44
2.22
0.89
0.44
0.22
o
-1
-2
Available In clear
(above) or opal U V
stalllzed polycarbonate
lens designed to soften
lamp Image through
precise radial pnsms
rl_t
a Genlyte company
-3
Cross Accent
Slotted Accent
Lug Accent
Eyelid Accent
Eyelid Accent with
Custom Wording
1805 PIttsburgh Ave, Erie, PA 16502. 800-865-5954. Fax 800-667-9959
Standard Lensed Unit
(~I :I~C: /
,~ ~. /
AJ.lTER RECORDING RETURN TO:
UNnL A CHANGE IS REQUESTED,
MAIL ALL TAX STATEMENTS TO:
P. Scott McCleery
Gartland, Nelson, et al,
44 Club Road, Suite 200
Eugene, OR 97401
Polen Futures, LLC
2197 Olympic Street C'D
Springfield, OR 97477 PRE-SUBM\TIAl RE
MAR 5 2008
BARGAIN & SALE DEED
Polen Futures Company, LLC, Grantor, grants, bargains, sells and conveys to Polen
Futures, LLC, Grantee, the following described real property:
Lots 9, 10, 11, 12 and 13, BALMAC SUBDMSION, as platted and
recorded in Book 67, Page 19, Lane County Oregon Plat Records, in
Lane County, Oregon.
Tax Account Nos. 1104726, 1104734, 1104742, 1104759 and 1104767
BEFORE SIGNING OR ACCEt' Il1~G TIllS INSTRUMENT, THE PERSON
TRANSFERRING FEE BILE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF
ANY, UNDER CHPAu~K 1, OREGON LAWS 200S (BALLOT MEASURE 37 (2004)). TillS
INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN TillS
INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND
REGULATIONS. BEFORE SIGNING OR ACCEt' IlI~G TIllS INSTRUMENT, THE
PERSON ACQUIRING FEE 11lLE TO THE PROPERTY SHOULD CHECK WITH THE
At't'KOPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED
USES AND TO DETERMINE ANY LIMITS AGAINST FARMING OR FOREST
PRACTICES AS DEANED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF
NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER CHAYlhK 1, OREGON LAWS
2005 (BALLOT MEASURE 37 (2004)).
The true consideration for this conveyance is to correct vesting.
POLEN FUTURES COMPANY, LLC
BY~ame:~~~f~L~l!tt
Title: Member
!' Division of Chief Deputy Clerk
Lane Counly Deeds and Records
BARGAIN AND SALE DEED
I " I, I.
B94.l,;;732j~7~j.520880 1,0023 09/05/2007 09: 59: 33 An
RPR-DEED Cnl=1 Stn=l! CASHIER 04
$10,00 $11.00 $10.00
2001.0610~ ~
$31.00
./
.. \
"
,.
STATE OF OREGON )
) ss.
County of Lane )
Personally appeared the above-named Su.5GYl O. p~ot/;, j'ltl~ of
Polen Futures Company, LLC and acknowledged the foregoing instrument to be ms-voluntary
act and deed this 5~ day of September, 2007. ktA...,
. OFFlClALSEAL
ANNE M SHELDON
, NOTARY PUBUC - OREGON
, COMMISSION NO. 382846
PIf COMMISSION EXPIRES SEPTEMBER 14, 2008
~IJ Lh-.sCv~
NOTARY PUBLIC FOR OREGON
PRE-SUBM\TIAl REC'O
MAR 5 Z008
BARGAIN AND SALE DEED
,
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CASCADE
TITLE
CO.
PRELIMINARY TITLE. REPORT
SUPPLEMENTAL
PRE-5UBMllTAL RECtO
MAR 5 2008
...
CASCADE ESCROW
ATTN: MELISSA BUTTERFIELD
811 WILLAMETTE STREET
EUGENE, OR 97401
February 28, 2008
Report No: 0253857
Your No: EU07-0627
Seller. POLEN FUTURES. LLC
Buyer: TO COME
PRELIMINARY REPORT FOR:
Owner's Standard POI1CY
ALTA Res. Ext Policy (SIMUL)
$T/C
$T/C
PREMIUMS'
Owner's Standard Premlum.
ALTA Res Ext. Premlum: (SIMUL)
ALTA Endorsement.
Government Service Fee:
Temporary Bllllng:
$T/C
$T/C
$100 00
$25 00
$225 00
We are prepared to lssue 2006 (6/17/06) ALTA tltle lnsurance policY(les) of CHICAGO TITLE
INSURANCE COMPANY of OREGON, in the usual form lnsurlng the tltle to the land descrlbed
as follows,
Lots 9, 10, II, 12 and 13, BALMAC SUBDIVISION, as platted and recorded in Book 67,
Page 19, Lane County Oregon Plat Records, in Lane County, Oregon
Vestee:
POLEN FUTURES, LLC
DATED AS OF: FEBRUARY 20, 2008 AT 8'00 A.M.
Schedule B of the policY(les) to be lssued wlll contain the followlng general and speclal
exceptlons unless removed prior to issuance
GENERAL EXCEPTIONS (Standard Coverage Policy Exceptlons) ,
1. Taxes or assessments which are not shown as eXlsting liens by the records of any taxlng
authority that levies taxes or assessments on real property or by the PubllC Records;
proceedings by a public agency WhlCh may result ln taxes or assessments, or notlces
of such proceedings. whether or not shown by the records of such agency or by the Public
Records
2. Facts, rlghts, lnterests or clalms WhlCh are not shown by the PubllC Records but which
could be ascertained by an inspection of the Land or by making inqulry of persons ln
possession thereof.
3, Easements, or clalms of easement, not shown by the Public Records; reservatlons or
exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims
or tltle to water.
No liablhty IS assumed hereunder until policy has been issued and full policy premIum has been paid
MAIN OFFICE * 811 WILLAMETTE ST. * EUGENE, OREGON 97401 * PH: (541) 687-2233
FLORENCE * 1901 HWY 101 - S. 2 * FLORENCE, OREGON 97439 * PH: (541) 997-8417
EUGENE FAX: 485-0307. E-MAIL: info@cascadetitle.com . FLORENCE FAX: 997-8246
Order No,
Page 2
0253857
PRE-SUBM'TTAl REC'O
MAR 5 2008
4. Any encroachment, encumbrance, vlolatlon, varlatlon, or adverse circumstance
affectlng the Title that would be dlsclosed by an accurate and complete land survey
of the Land.
5, Any lien, or rlght to a llen, for services, labor, materlal, equipment rental or workers
compensatlon heretofore or hereafter furnlshed, imposed by law and not shown by the
PubllC Records.
SPECIAL EXCEPTIONS:
6, Taxes, Account No. 1104726, Assessor's Map No 17 03 25 4 2, #500, Code 19-00,
2007-2008, a balance due of $419 17. (Tax was $1,257.50)
Taxes, Account No. 1104734, Assessor's Map No. 17 03 25 4 2, #600, Code 19-00,
2007-2008, a balance due of $419.17 (Tax was $1,257.50)
Taxes, Account No. 1104742, Assessor's Map No. 17 03 25 4 2, #700, Code 19-00,
2007-2008, a balance due of $1,430 15 plus lnterest. (Tax was $2,131 03)
Taxes, Account No. 1104759, Assessor's Map No. 17 03 25 4 2, #800, Code 19-00,
2007-2008, a balance due of $2,310.69 plus lnterest. (Tax was $3,466 03)
Taxes, Account No. 1104767, Assessor's Map No. 17 03 25 4 2, #900, Code 19-00,
2007-2008, a balance due of $2,788.40 plus interest. (Tax was $4,182.59
7 Liens, if any, for any assessments by Homeowners Associatlon.
8. Easement, includlng the terms and provisions thereof, granted to Mountain States Power
Company, by instrument recorded March 5, 1953, Receptlon No 98157, Lane County Oregon
Deed Records
9 PubllC utllity easement over the Northerly 5.0 feet and Southerly 10.0 feet, as shown
on the recorded Plat
10. Easement, lncludlng the terms and provislonS thereof, granted to the City of
Springfleld, by instrument recorded May 16, 1974, Reel No. 690, Receptlon No 7420351,
Lane County Offlcial Records.
11. Covenants, conditions and restrictions, lncludlng the terms and provlsions thereof
(but omltting any covenant condition or restrlctlon based on race, color, religion,
sex, handicap, famillal status or natlonal origln unless and only to the extent that
sald covenant (a) is exempt under Chapter 42, Section 3607 of the United States Code
or (b) relates to handlcap but does not discrimlnate against handlcapped persons) ln
Declaratlon recorded August 16, 1974, Reel No 703, Reception No 7435618, Lane County
Official Records.
12. Covenants, conditions and restrictions, includlng the terms and provisions thereof
(but omlttlng covenants or restrlctlons, if any, based upon race, color, rellgion,
sex, sexual orlentatlon, famllial status, marital status, disablllty, handlcap,
national origln, ancestry, or source of lncome, as set forth in appllcable state or
federal laws, except to the extent that sald covenant or restrictlon is permltted by
applicable law) in Deed recorded December 16, 1999, Reception No, 1999101729, Lane
County Official Records,
13. Deed of Trust, including the terms and provislons thereof, executed by Polen Futures,
LLC, Grantor, to First Amerlcan Tltle Insurance Company, Trustee, for the beneflt of
Umpqua Bank, Beneflclary, dated July 20, 2004, recorded July 26, 2004, Reception No
2004-058435, Lane County Offlcial Records, to secure payment of a note in the amount
of $905,000 00
PRE-SUBMlTTAl REC'D
MAR 5 2008
Order No. 0253857
Page 3
14. Ass1gnment of rents due or to become due and accrulng from said property, 1ncluding
the terms and prov1sions thereof, from Polen Futures, LLC, to Umpqua Bank, dated July
20, 2004, recorded July 26, 2004, Receptlon No. 2004-058436, Lane County Official
Records.
15. Financing Statement recorded July 26, 2004, Recept10n No. 2004-058437, Lane County
Offlclal Records, lists Polen Futures, LLC, as Debtor, and Umpqua Bank, as Creditor,
wlth securlty lnformatlon obtalnable from creditor.
16. A copy of the Artlcles of Organlzatlon and/or Operating Agreement of Polen Futures
Company, LLC, should be furnlshed to Cascade Title Company for the purpose of
ascertalning members authorized to execute on behalf of the Limlted Llablllty Company.
17. A copy of the Articles of Organization and/or Operating Agreement of Polen Futures,
LLC, should be furnished to Cascade Title Company for the purpose of ascertain1ng
members authorized to execute on behalf of the Llmlted Liablllty Company
18. Statutory liens for labor and/or materials which may galn priorlty over the lien of
the Mortgage/Trust Deed which may be insured.
19. An accurate survey of these premlses show1ng boundary lines, and location of
lmprovements and easements, should be furnished for our file prior to our writing an
ALTA Mortgagee's POI1CY. Exceptlon may be taken to such matters as may be shown thereby
NOTE: As of the date hereof, there are no matters agalnst POLEN FUTURES, LLC, which would
appear as exceptions ln the policy to lssue, except as shown hereln
NOTE Accordlng to the public record, the following deed(s) affectlng the property herein
descrlbed have been recorded wlthin 24 months of the effectlve date of this report'
Bargaln and Sale Deed recorded September 5, 2007, Receptlon No 2007-062088, Lane
County Deeds and Records
NOTE: The POllCY to be issued may contain an arbltratlon clause When the ,Amount of
Insurance lS less than the amount, if any, set forth ln the arbltratlon-clause, all
arbitrable matters shall be arbltrated at the option of either the Company or the Insured
as>the exclusive remedy of the partles
ThlS report is preliminary to the issuance of a policy of tltle lnsurance and shall become
null and void unless a POllCY is lssued and the full premlum paid
Cascade Title Co.
By,Cd
kd: Tltle Offlcer: DOUG PIERCE
cc: TIM CAMPBELL
E-MAIL.~CAMPBELLCO@AOL.COM
cc: ARNOLD GALLAGHER
ATTN: BECKY SCHWARZKOPF
800 WILLAMETTE STREET, SUITE 800
EUGENE, OR 97401
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MAR 5 2008
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LC~
ZBINDEN · CARTER · SOUDERS
E N GIN E E A I N G~
Sonic Drive-In/Abby's Pizza/Deli
Restaurants
ABRE, LLC
Springfield, OR 97477
STORM DRAINAGE REPORT
PREPARED BY: J. GERLlTZ
REVIEWED BY: J. GERLlTZ
\
March, 2008
PRE-SUBMITTAL REC'D
MAR 5 2008
EXPIRATION DATE:
1654 Wlllzams Hl~hwall, Grants Pass, OR 97527 · P 5414793865
Klamath Falls · Bend . Portland · Grants Pass
· F 541.4793870
LC':'
ZBINDEN · CARTER · SOUDERS
E N GIN E E A I N Gs
Storm System Drainage Narrative
Son icl Abby's/Deli-S pringfield
02/27/08
PRE-SUBM\1TAl REC'D
MAR 5 2008
1 0 - Prolect Overview
ABRE, LLC IS proposing to redevelop the eXisting properties, located at 2005 Olympic
Street, Into a Sonic Drive-In restaurant and Abby's Plzza/Dell restaurant 'The property
currently has a large bulldmg that contams a dollar store and until recently, had a drlve-thru
coffee stand located west of the dollar store The site IS comprised of five separate tax lots
and IS located east of the Aaron's Furniture bUilding, west of Citizens Bank/The Lending
Outlet, and north of several residential lots The:t1 25 acre site IS divided Into four separate
drainage basins Sheet 21 In Appendix 'A' Illustrates the proposed post-developed
conditions for each baSin
2 0 - Prelimlnarv Conditions
The eXisting site drainage consists of four small drainage baSins, Sub-Basin 'A', Sub-Basin
'B', Sub-Basin 'C', and Sub-Basin 'D' ApproXimately :t35,787 sf of the site IS comprised of
non-building rooftop Impervious surfaces, :t14,156 sf of eXisting bUilding rooftop, and :t4,656
sf of landscaping and drainS directly to the City of Springfield Storm Drain System through
the neighbOring properties (Sub-BaSin 'A', 'B', & 'D') and the City of Springfield right-of-way
(Sub-BaSin 'C') Sheet 20 m AppendIX 'A' Illustrates the pre-developed conditions
3 0 - Prooosed Imorovements Summarv
The entire site Will be demolished and redeveloped as part of this proposal With exception to
several eXisting underground utilities No off site Improvements are proposed as part of this
project All eXisting storm drain piping/structures on-site Will be replaced as part of the new
storm drain system uSing HDPE pipe, steel catch baSinS (parking areas), and vegetated
swales (pretreatment)
Site Improvements Include the construction of two new bUildings, new curbs, Sidewalks,
asphalt and concrete paving, and landscape planters The new underground conveyance
system Will be Installed throughout the new parking area, routing storm water to two
separate discharge locations Within Sub-baSin 'A' and 'B' and an eXisting Inlet outSide of
Sub-baSin 'D' that connects to the downstream system shared With Sub-BaSin 'B' (see
Sheet 21) The discharge locations for each of the sub-baSinS are the same as the pre-
developed condition The follOWing summary briefly deSCribes each baSin
Sub-BaSin 'A'
· This baSin discharges to the west through the eXisting storm system located
on the Aaron's Furniture property This system eventually discharges to the
City of Springfield storm sewer system located In the Olympic Street rlght-of-
way, west of the Aaron's Furniture bUIlding Sub-baSin 'A' initIally Included
1654 Wlllzams Hwy, Grants Pass, OR 97527 · P 5414793865 · F 5414793870
Klamath Falls · Bend · Portland · Grants Pass
1
DD~~rN'fiRJ~
n\t=U~
MAR 5 2008
::1:19,741 sf of tributary area predominately covered with Impervious surfaces
The revised basin has been slightly Increased In size to ::1:19,974 sf, but due
to an Increase In landscape areas, the subsequent runoff volume has
remained the same as the eXisting condition Due to this equivalent runoff
volume, no detention has been proposed for this basin
Sub-BasIn 'B'
. This basin discharges to the east through the eXisting storm system located
on the Citizens Bank/The Lending Outlet property This system eventually
discharges to the City of Springfield storm sewer system located In the
Olympic Street nght-of-way at 21st Street, and directly to the adjacent canal
Sub-basin 'B' Initially Included ::1:28,723 sf of tnbutary area predominately
covered with Impervious surfaces The revised basin has been slightly
Increased In size to ::1:29,908 sf but the subsequent runoff volume has
remained equal to the eXisting condition Due to this equivalent runoff
volume, no detention has been proposed for this basin
Sub-Basin 'C' ~
. This basin discharges directly to the City of Spnngfleld right-of-way (as It
currently does) It IS comprised of mostly landscape areas and a very small
amount of paving at the dnveway approach locations Sub-Basin 'C' Initially
Included ::1:1,475 sf of tributary area and will be slightly Increased to ::1:2239 sf
This basin eXists as a landscape buffer and IS pnmarlly elevated above the
street level to provide cover over an eXisting public water main located on the
property The small Increase In area/runoff will be mitigated through the use
of denser plantlngs and trees than currently eXists In the planter areas
Sub-Basin '0'
· This basin discharges to the east through an eXisting Inlet located on the
Citizens Bank/The Lending Outlet property ThIs system eventually
discharges to the City of Springfield storm sewer system located In the
Olympic Street nght-of-way at 21st Street, and directly to the adjacent canal
(Just downstream of Sub-Basin 'B') Sub-Basin '0' initially Included ::1:4,660 sf
of tributary area and will be decreased to ::1:2,463 sf The runoff volume has
been decreased for this basin, therefore no detention or downstream
modifications are proposed for this basin
4 0 - Dlscharae Locations
The site currently has no detentIon system and subsurface piped storm water conveyance
eXists In Sub-Basins 'A', 'B', and '0' only
Proposed site Improvements generally maintain the eXisting drainage patterns while
minimizing the off-site storm water Impact The installation of new curbing provides surface
conveyance of the storm water towards new catch basins and vegetative swales throughout
the site
Discharge from Sub-basin 'A' utilizes an eXisting underground storm drain pipe located near
the west property line of this development The actual grade and size of this pipe has been
estimated based on eXisting conditions/exploratory excavations and Will be verified prior to
1654 Wlllzams Hwy, Grants Pass, OR 97527 · P 541.479.3865 · F 5414793870
Klamath Falls · Bend . Portland · Grants Pass
2
U8W~~'D
MAR 5 2008
the final storm system design All flows from Sub-basin 'A' will gravity discharge Into thiS
drainage system and eventually to the City of Spnngfleld storm sewer system
Discharge from Sub-basin '8' utilizes an eXisting underground 8" concrete storm drain pipe
located near the east property line of thiS development The grade and size of thiS pipe was
established from exploratory excavatIons done near the easterly catch basin The final
downstream connection to the City of Spnngfleld storm sewer system- IS a 10" concrete pipe
and It IS assumed that the 8" pipe transitions to a 10" pipe somewhere on the bank property
Discharge from Sub-basin 'c' drains dIrectly to the City of Spnngfleld nght-of-way
Discharge from Sub-basin '0' drains to an eXisting Inlet on the adjacent property to the east
and connects to the downstream system used for Sub-basin '8'
5 0 - Off site Analvsls
Other than venfylng the westerly drain outlet size/grade pnor to final design, no off site
analysIs Will be performed for thiS development due to equal or reduced runoff rates There
are no tnbutary upstream flows that Impact thiS site
6 0 - Runoff Volumes
The site IS approximately 1 25 acres In size With four distinct drainage basins The Rational
Method was used In analYZing pre vs post-developed flows for each individual drainage
basIn Flows for conveyance have been consIdered for the 2-year storm event based on
the ODOT Zone 7 I-D-F curve (see Sheet 19) Per City standards, a 10-mlnute time of
concentration was used as the start time for the analYSIS, but no further reductions were
taken for overland/pipe flow time (more conservative) Overflow affects for the 25-year
storm were analyzed and It was determined that they would gravity drain to the adjacent
nght-of-way(s) through the parking areas Without Impacting the proposed and adjacent
downstream bUildings
Sub-basin lA' has a 2 year pre-developed discharge rate of 041 cfs (see Sheet 8) The
developed sub-basin slightly Increased In size and new bUildings, landscape areas, and
Impervious surface treatments were added Post developed flows have been calculated to
be equal to pre-developed flows at 0 41 cfs (see Sheets 9) Therefore, no detention system
has been proposed for thiS basin Some detention Will ultimately be provided through the
use of vegetated swales which WIll slow the runoff rates
Sub-basin '8' has a 2 year pre-developed discharge rate of 064 cfs (see Sheet 9) The
developed sub-basin Increased In size and new bUildings, landscape areas, and Impervious
surface treatments were added Post developed flows have been calculated to be equal to
pre-developed flows at 0 64 cfs (see Sheet 10) Therefore, no detention system has been
proposed for thiS basin Some detention Will ultimately be provided through the use of
vegetated swales which Will slow the runoff rates
Sub-basin 'c' has a-2 year pre-developed discharge rate of 0013 cfs (see Sheet 11) The
developed sub-basin slightly Increased In size and new landscape areas and Impervious
1654 WIlliams Hwy, Grants Pass, OR 97527 · P 5414793865 · F 5414793870
Klamath Falls · Bend . Portland · Grants Pass
3
ZC~ENGINEEAING;;
surface treatments were added Post developed flows were calculated at 0 026 cfs, which
IS slightly higher than pre-developed flows (see Sheet 11) Smce most of thIs sub-basin
consists of landscape area adjacent to Olympic Street, we are proposing much denser
plantmgs than currently eXist to mitigate the slight Increase In runoff
Sub-baSin '0' has a 2 year pre-developed discharge rate of 0 10 cfs (see Sheet 12) The
developed sub-baSin decreased In size and new landscape areas and Impervious surface
treatments were added Post developed flows have been calculated to be less than pre-
developed flows at 006 cfs (see Sheet 12) Therefore, no detention system or
modifications to the eXisting downstream system (off-Site) have been proposed for this
baSin
7 0 - Conveyance System
Surface water IS directed towards multiple catch baSinS and vegetated swales throughout
the site Once collected In the catch baSins, storm water IS conveyed through a senes of
subsurface 'HOPE' storm pipes towards each sub-baSinS respective discharge location (see
Sheet xx) Sub-BaSin 'C' utilizes overland flow only and has no underground conveyance
system In place
8 0,- Water QualIty
Several water quality measures have been Implemented for this pnvate development Both
Sub-BaSins 'A' and 'B' utilize vegetated swales to comply with the City's Impervious surface
pre-treatment requirements Each catch baSin Inlet Will be proVided with a settlement sump
and pollution control snorkels, along with Oil/hydrocarbon filtration media The BES 'SIM'
method was used to size the vegetative treatment facilities and therefore they are presumed
to comply with pollution and flow control requirements (see Sheets 17-18) Addltl~nal
pollution control credits are also proVided through the use of new trees which Will be planted
for thIs development (see landscape plan) See Section 10, Maintenance and OperatIon of
Detention Facilities, for additional BMP measures associated with mamtenance of the storm
system
9 0 - EroSion Control
Clty/ODEQ standards require an engineered erosion control plan to be prepared for this
project This plan Will be proVided upon final site construction draWing submittal
It should be noted that an ODEQ NPDES permit Will be required for this development since
It disturbs more than one acre This permit must be obtained pnor to any construction
activities on the project
PRE.SUBMllTAL REC'O
MAR 5 2008
1654 Wtllzams Hwy, Grants Pass, OR 97527 · P 541.4793865 · F 5414793870
Klamath Falls · Bend · Portland · Grants Pass
4
~
zc:.. ENGrNEERING's~
10 0 - Maintenance and Operation of Detention FacIlities
The owner shall Implement an Inspection and maintenance program to be performed twice
annually, Apnl and October The following Items shall be Incorporated Into the program
· Inspect and clean each area Inlet grate and sump
· Replace oil/hydrocarbon filter media at the Intervals specified by the manufacturer
· Inspect pipes for sediment bUildup If sediment IS present, high pressure wash each
pipe Into catch basin or detention chamber, taking care not to allow matenal to wash
downstream All sediment shall be extracted from structures and disposed of at an
approved location
· Maintain/replace vegetation used In the vegetated swales as necessary
· Dry cleaning methods should be Implemented In the parking areas versus wet
methods to reduce pollution runoff from the site
PRE-SUBMITTAL REC'O
MAR 5 2008
1654 Wtlhams Hwy, Grants Pass, OR 97527 · P 5414793865 . F 5414793870
Klamath Falls · Bend · Portland · Grants Pass
5
LC~
ZBINDEN · CARTER · SOUDERS
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Appendix 'A'
Storm System Calculations
,/
PRE-SUBMITTAL REC'O
MAR 5 2008
1654 Williams Hwy, Grants Pass, OR 97527 · P 5414793865 · F 5414793870 1
Klamath Falls · Bend · Portland . Grants Pass
LC~
ZBINDEN · CARTER · SOUDERS
E N GIN E E A IN Gs
Table of Contents
Appendix 'A'
~
Stormwater Scoping Sheet
Site Information
Existing Drainage Conditions
Proposed Drainage Conditions
Drainage Volumes
Vegetative Pre-Treatment Swales
Tree Credits for Pre-Treatment
BES form SIM
1
2
3-5
5-8
8-12
1 3- 1 5
16
17-18
19
20
21
Intesi ty-Duration-Frequency Curve
EXisting Drainage Conditions Schematic
Proposed Drainage Conditions Schematic
PRE-SUBMlllAl REC'O
'MAR 5 2008
1654 WIlliams Hwy, Grants Pass, OR 97527 · P 5414793865 · F 5414793870
Klamath Falls · Bend · Portland . Grants Pass
1
10/31/2007 17:22 FAX 541 736 1021
CITY OF SPRINGFIELD PW
~003
l
ifficiaJ Use Only: /riA)
CO~LETESTUDYIl~MS
* Based upon the information provided on the from of this sheer. the following represents a minimum of what is- needed fOr an
pliearion to be complete for submirtal wtth respect to drainage; however, this list should not be used in lieu of the Springfield
.&.1evelopment Code (SDC) or the Cil)J's Engineering Design Manual. Compliance with these requirements does not constitute site
appr()\lal; Additional site specific iriformation may be required Note: Upon scoping sheet submirtal, eTlSUre COn;R.lete~If"'" has been '
signed in the space provided below: Pt<E-SuBMIlTAL REC'D
Interim Design StaodardsIWater Quality (EDSPM Cbapter 3) MAR 5 2008
Req'd N/A
II DAIl non.building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration
media) for stormwater quality. Additionally, a miniQ1UlD of 50% of the NBR impelVious surface shall be treated by
vegetated methods.
~ 0 Where required, vegetative stormwatet desigp shall be consistent with interim design standards (EDSPM Section 3.02), set
fortb by the Bureau of Environmental Services (BES) or Clean Water Services (CWS),
[j 0 For new NBR impervious area le5s than 15,000 square feet, a simplified design approach may be followed as speci&d by the
BES for vegetative treatment
fj 0 If a stormwater treatment swaJe is proposed, submit calculations/specifications for sizing;, velocity, flow, side slopes, bottom
slope, and seed mix consistent with either BES or CWS requirements.
~ 0 Water Quality calculations as required in Section 3,03.1 oftbe EDSPM
lJ.il 0 All building rooftop mounted equipment, or other fluid containing equipment located outside oftbe building, shall
be provided with secondary containment or weather resistant eDclosure.
General Study Reqoirements (EnSPM SectioD 4.03)
Ii 0 Drainage study prepared by a Professional Civil EDgioeer licensed in the state of Oregon.
o iJ A complete drainage study, as required in EDSPM Se~on 4.03 .J, inclucliDg a hydrological study IIlap.
Pi 0 Calculations showing systeJIl capacity for a 2-year storm event and overflow effects of a 2S-year storm event.
W 0 The time of CODC...u;..~tion (Te) shall be determined using a 10 minute start time for developed basins.
RevieW of DOWDstream System (EDSPM SectiOD 4,03.4.C)
o II A downstream drainage analysis as described in EDSPM Section. 4.03.4 C, On~site drainage sball be governed by the
Oregon Plurobing Specialty Code (OPSe).
o I4iElevations of the HGL and flow lines for both city and private systems where applicable.
Design of Storm Sy..~,:._,s (EDSPM Section 4.04)
Ii 0 Flow tines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
o ~ Minimum pipe cove;r shall be 18 mcbes 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 lID 80,000 lb load
without failure of the pipe stTUcture.
o ~ Manning's "n" values for pipes shall be consistent with Table 4. J of the EDSP. All storm pipes shall be designed to acbieve
a minimum velocity of three (3) feet per $econd at 0.5 pipe full based on Table 4.1 as well.
Otber/Mise
I 0 Existing and proposed contolUS, located at one foot interval Include spot elevatiotl.!l and site grades sbowing how site drains
o Private stwmwater easem6Dts shall be clearly depicted on plans when private stDrmwater flows frOD1 one propmty to another
o Ii Drywells shall Dot receive runoff from lU)y surface w/o being treated by one or more BMPs, with the exception of residential
building room (BDSP Section 3.03.4.A), Additional provisions apply to this as required by the DEQ. Refer to the website:
~.decI.stam-or .uslwo/m-oLUldwaluic;llome.hcm for more iD!...~....atiCJ1l.
o IJDetention ponds shall be designed to 1iJtJit nmofl'to pre-development ratts for the 2 through 2S.year stortD eVeDts
"This fonn shuJ/. be included tlJ till tlttDckment, inside the front cover, oftht! stormwater study
I >t IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN!
~ 'r--~
SigDa: ~~
/~
Date 7l~/~
As the cngioeBr of record, I hereby certify the abO'\lC required items are
complete and included with the submitted stormwater stUdy and plan set
1:'...""" V-"';"'I'I" MlIl'tln 2004
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PRE-SUBMITTAL REC'D
MAR 5 2008
e city has pr' u is form to asslsi WlHi a qUlc and'slmple approach to manage stormwater on-siie
Facilities SiZed With this form are presumed to comply With pollution reduction and flow control requirements
Stormwater disposal reqUirements per Section 1 4 must stili be met ( 5'0 1 N e. ~ )
New or Redeveloped Impervious Site Area , /6) 5=1-0 Sf 'Box 1
(do not include roof areas that will be mfiltrated on-site with drywells or soakage trenches)
Column 1 Column 2 Column 3
INSTRUCTIONS
1 Enter square footage of new or
redeveloped Impervious site area In
Box 1 at the top of thiS form
, , ,
2 Select Impervious area reduction
techniques from rows 1.3 to reduce
the site's resulting stormwater
management reqUirement Tree credit
can be calculated uSing the tree credit
worksheet on the next page
'3 SeleCt desired stormWater
management facilities from row.> 4-10
In Column 1, enter the square footage
of ImperviOUS area that Will flow mto
each faCility type
4 Multiply each ImperviOUS area from
Column 1 by the corresponding sIzing
factor In Column 2, and enter the
result In Column 3 This IS the faCility
surface area needed to manage
runoff from the ImperviOUS area
" . " ."
5 Total Column 1 (Row.> 1-10) and
enter the resulting "ImperviOUs Area
Managed" In Box 2
16 Subtract Box 2 from Box 1 and
enter the result In Box 3 When thiS
number reaches 0, stormwater
pollution reduction and flow control
reqUirements have been met Submit
thiS form With the application for
permit
7 If Box 3 IS greater than 0 square
feet, add square footage or faCilities
to Column 1 and recalculate, or use
additional facilities from Chapter 2 0
of the Stormwater Management
Manual to manage stormwater from
these remaining ImperviOUS surfaces
1) Ec6-RoofJ Roof Garden
sf
2) Contained Planter
sf
3) Tree Credit (See Next Page)
~'Z..oO sf
Note' PervlPus Pavement areas do not need to be included In Box 1
5) Flow-Through Planter
sf x 006 =
sf
6) Vegetated Swale
r=t,5J..,'t sf X 009 = "S-e. t I
sf
1 ' ,
7) Grassy SWale
sf x 0 12 =
sf
8) Vegetated Fllter'Strip
sf x 0,2 =
sf
9) Vegetated Infit Basm
sf x () 09 =
sf
, .
10) Sand Filter
sf x 0 07 = ,
sf
. ',' I" '
For dl'YW~11 ant! soakag~ trench $iz~ng and design requireme'nl$.
see.$eCtio,:!'2.1J.. 'i ,- .
ll' /{,,->
T otallmpervious Area I '2-0 \ '1-Cc, 'I I Box 2
Managed
Box 1 - Box 2
1-2-1'19
IBox3
Stormwater Management Manual
Adopted July I, 1999; revised September I, 2004
Page 2-5
18
PRE-SUBMITTAL REC'D
MAR 5 2008
NeW t;vergreen Trees
To receive stormwater management credit, new evergreen trees must be planted Within 25 feet of ground-level Impervious
surfaces New trees cannot be credited against rooftop surfaces Minimum tree height (at the lime of planting) t9
receive credit IS 6 feet
Enter number of new evergreen trees that meet qualification requirements In Box A
I Box A
Multiply Box A by 200 and enter result In Box B
lBoxB
New Deciduous Trees
To receive stormwater management credit, new deciduous trees must be planted Within 25 feet of ground-level ImperviOUS
surfaces New trees cannot be credited agalf1st rooftop surfaces Minimum tree calrper (at the time of planting) to
receive credit IS 2 Inches
Enter number of new deciduous trees that meet qualification reqUirements In Box C
I 32.. lBoxc
Mulliply Box C by 100 and enler result In Box D
!3Z OOlBox D
Existing Tree Canopy
To receive stormwater management credll eXlsllng tree canopy must be preserved dunng and after construction
Existing tree cano~y must be Within 25 feet of ground-level ImperviOUS surfaces., ExIsting trees cannot be credited
agamst rooftop surfaces Minimum tree cahper to receive credit is 4 mches No credit Will be given to existing
tree canopy located Within environmental zones, Tree canopy IS measured around the tree's dnp line
Enter ~quare-footage of eXIsting tree canopy that meets qualification reqUirements In Box E
lBoxE
Mulliply Box E by 0 5 and enter the result In Box F
jBoXF
Total Tree Credit
.
Add boxes a, 0" an~ F and enter the result In Box G
'3'l-oOIBoxG
For sites with l~ss thal11,OOO square-feet' of new or ~eveloped'irtlperlllouS area.
~ ); ,
The amQu~t m Box G is to be en(ered as "Tree Credit" On Form S!M ** Stop Here ....
, "
i ~ '. ~
For sites With more than 1,~ s,uare.fee_t ,of new or~r~e~eloped ir",pervious area:
Multiply Box 1 of Form SIM by 0,1 and enler the result In Box H " .
l~r~'L." ,I h')~ )\ jZ.~ , ~ (;si, -:re1-' ~r=::" ( Q ,~~ )
Enter the lesser of BbX G and H 10 Box I . ,
This Is the amount to be entered as' "Tree Credit" on Form SIM "Stop Here....
"
12>5'1: ~ IBo~ H
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Stormwater Management Manual
Adopted July 1, 1999; revised September 1, 2004
Page 2-6
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ZBINDEN. CARTER. SOUDERS
E N GIN E E' A I N G E
LETTER OF TRANSMITTAL
/"
TO: City of Springfield DATE: 3/4/2008
225 Fifth Street ATTENTION: Steve Hopkins,
Springfield, OR 97477 Planner II
JOB NUMBER: G-0072-07
PHONE (541) 726-3759
NUMBER (541) 726-3689 fax
JOB: Sonic Drive-In/Abby's Pizza/Deli - 2005 Olympic Street
We have enclosed x copy/copies of the following:
7 Plan Sets 3 Storm Drainage 1 Site Plan Review Pre-
Report Submittal Application
1 Application Fee 1 Application Narrative 1 Owner Authorization
Letter
1 Property Deed 1 Preliminary Title 1 Reduced Site Plan
Report
1 Site Lighting Information 1 Geotechnical 1 Sonic Storage Shed
Engineering Report Elevation
These are transmitted:
x For your use
x For Submittal
For Review and Comment
Other:
As Requested
x For Approval
Approved as Submitted
Approved as Noted
Returned for Corrections
Remarks:
By:
Justin Gerlitz, PE
PRE-SUBMITTAL REC'D
MAR 5 2008
1654 Wlll1ams Hwy, Grants Pass, OR 97527 · P 5414793865. F 5414793870
Klamath Falls · Bend · Portland. Grants Pass
1
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
-'ty of Springfield Official Receipt
development Services Department
Public Works Department
RECEIPT #:
1200800000000000202
Date: 03/05/2008
1 :34:06PM
Paid By
ABRE LLe
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
Amount Due
336 00
$336,00
Job/Journal Number
PRE2008-000 18
DescriptIOn
CTY Site Plan Rvw Tentative
Payments:
Type of Payment
Check
Amount Paid
tj
005322
In Person
Payment Total:
$336 00
$336,00
PRE-SUBM'TTAl REC'D
MAR 6 Z008
cRecelOtl
Page 1 of 1
3/5/2008