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Home My WebLink AboutApplication APPLICANT 3/5/2008 r~"""'~ ~ ~ ~ .J "\ .' , " " J 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 I". ... ...._ '.' 'II" . iJ ~~ j . 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, . . . .,.. _ .' . ~ . G.J - - .. Mti. ' AI:res [g\ !iQuare Feet 0 ..-'-- Associated ADolications: /..r-CV1 LWr - ~32--COI ).A ') Siqns: J 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- - ($3:JSo Revised 1/1/08 Mollv MarkGIrlan ~ ~ 1111o~ I ll'O'U 1 of 10 Pia/Pia 39'v'd 98SS9PL nSl 81:El. 8lalaG/8G/GIa , Owner Signatures .....-.. This application form is used for both the reQuired pre-submittal meetin~1 arid subsequent complete application submittal. Owner signatures are required tit both stages in the application process. An application without the Owne~s original sigll'mture wm not be accepted. Pre-Submittal The undersigned acknowledges that the Information to this appllC;atlon 15 ('"~r~ect and a,:CUrll!:e for 5Cheduhng of the Pre- Submittal Meeting. Own'er: _ . ''cl,ilXJ;lA .~, {7l/1t',l f p t+ Signature SIA.5 a.V1 D. Y lv't\ f o-tr Print Date~ ;,Ij,-~/ 0 f( I Submittal I represent thiS apphcatlon to be complete for 5ubmlttal to the City. ConsIstent with the c~mpletene.ss check performed on this application at the Pre'Submlttal Meeting. I affirm the ,",'ormatlon Iclenti<ied by the City a5 necessary for processing the appllC;atlon 15 provided herein or the Informal Ion will not be j:rovlded if not otherwise contained within the submittal, and the City may beg'" prOCe5$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 bf 2 of 10 RevISed lfl108 Molly Markanan Pla/Ela 39\;1d 98SS9PLlPSt 8t:Et 8121121'/8'/'121 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 \ p 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, ,. Polen Futures, LLC Members ~:f~~:j ~h1{ P0/2:;0 39'\1d 98SS9PLIPSl 81:El 8002:;/82:;/2:;0 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 ""Q ::::c rn == en c::: )> co ;0 s: c:n ~ N 0 :::=c c::t CO rn 0 , d , ~ i!l! 'Pi p~ ,'tIll !g I~W!; I. ~ I~ I, I!i \, ,il ," i ngl IS !i I, l' llIIP! ~:I!!l lsi~ Ii ! u II Iii ! ~ u~m I:g; -i ~ i. l~ Ill;! ! lifiill ~la l ii', 8..!! 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"I I! . i · . , i . ~ ~ ........... .. . ..... .... .... ! ~ ii ;ii===;; ;f~n: iU ~I~i ~ i~; ; ii:~ , ! II iimm ,IB" ;,~!,~ i ~oi i ~l; ~ ;1 n ]] Ildi!l ~ jl : ;;~ ~ :;~ '!1 ,II j:! ,,!, , 'Ie I Ii i.!! II . 5'" g'" 'I S ilil jl ; i e !!~!' 'I ' . , . ~ ! I . I ,'<f.' I · ij i ~ '~t(?~ ABRE, LLC 8 ~ : :~'j fJ ~ I ~. ZBINDEN'CAflTEA'<~'OEAS SONIC DRIVE IN/ABBY'S PIZZA/DELI . ~ z J~'f .'NG/NE<" - , III ~ i ~ i ~ ltM,..~~O< IV ; .::. FOR AGENCY REVI WINOT FOR CONSTRUCTION ~ ... u ADD'L I4INGE MOUNTING INFO. 05 GA TE FRAME 1/2 I = 11-~1 06 GA--E ,-, NGE F,-N. 1-1121 = I'-~I ~~ ~~ I!. il' CORRIGA TED .~ <l d) FIBERGLASS ROOFING d) .. g j .. I I I /I I I II '\ .. ~~ .. )-- -- ." '" =AVE VENT 1i) SOFFIT, ~ " FRONT 4 REAR - TYP. o:!! " " ~ " -T-ll1 PL YWD SIDINC. ~ I " (PAINT TO MATCI4 ~ (n / TRASI4 ENCLOSURE) I / r / Ix4 WD. CORNER TRIM / - TYP. (r-I~) / / - ------- ,3'-e>'x06'-8' l-I.M. DOOR . '-- -'- --.- ,- 4 FRAME (PAINT TO - \, FRONT MATCH SIDING) SIDE 11 1/41 = 'I_~. 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 Page 1 of 1 ~ 1\"'" 1 ',', , , '" '---. " , , ~', " " " ........ I '-..... " ..................--/.. ~0 ", , i/ ~..q ~ ~" / '1.-, "- . 'l'..... ........ '-'-'........', /- / i / ~. / - I" 18TH ",' ........ , " " , '" , '< "~ I" I " I I I ~ I , I , I I I I I I (j) I () , r 0 I I ~ I I I I I I I I I I I I 0 f"'7" , I 1- .L "_ -- 21ST ! / I I I I I I I ---j I I I - CARTER - - 16TH / / 17TH - " ~ ',,- PRE-SUBMITTAL REC'O MAR 5 2008 I I I' I II Ii (' I, . I I I I I I \ I I \ I I I Ii -lo. o CJ;I I I :1 I I I \ \ \ \ \ \ \ \ \ \ i \ i \ \ I I I I I I I I I I I I I I I I ' I 1/ Ii , " i I I I: I \ , \ 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 ~:~~~:j fAin AAlW h1/L v ;:;'d: ;Ol~ (\~ ?~JL Mary ~\,;i1S0n P0/Z:0 3Si'ii'd 9SSS9PL nSt St:Et S00Z:/SZ:/Z:0 r:;jj CITY OF SPRINGFIELD VICINITY MAP PRE2008-00018 2005 Olympic" Street OLYM~IC_SI I ..... MST fF) "I I;) ~ 1". I N L..::LL..".J I I I "I I I I o .a:: (\") N SITE Map 17-03-25-42 Tax Lot 500,600,700,800, 900 + North PRE-SUBMITTAL REC'D MAR 5 2008 -0 ;:::lCP M"1 a:: c!n c::: )> co AJ s: c:n ~ N 0 A:J C) QC) IT'I ("") , d , ~ Uii Ii Ii Ii l~ !lg !~ Ii 1m !,; d~ Ill! II If III Ji ~g "~~Ii ihl i- ~I 'I !, i'. i~ Ii i~~8'1 I!I~ II dl II Ii! I! i lUlU 5il ! .. !I g.E I' 1 i!"li; i;i, i II ii!~~" i nliil ~ I , i!, I. .f , 5 \ g,11 ~ i ! PI' l II~, ! ,liii, W . I !!.!! 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II ijimii iWiH l!! ~m ~ ii~ i iii j ~ '.' ,,~,.~ i', .1". I' ~ ~H ~ ~~~ ! g Ii " .I... . I I U ! = .ii !~ 1 I & m & teE ; I II 1!li II II ! W ! 'u I ' !l',. "g! . , , ~ z ~~ ~ .. " g ~ ~ ~ ~ i I r ~Q".I ABRE. LLC ~~- ---~I 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 ------...... , , , , ~ " 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 - I - 1'\ \II - .J. -I 1'\ \J - I - - III - ~ 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 - 1'\ 'II - .L -I 1'\ u - I - - III - ~ \ '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 , .,' I (, 111111111I1111"11~111111111"1"IIIIIIIIIII[m -- ::w= 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 , ) /1 ,\ ~..... / '1 // '.1 / \7 / , , ,\ ">) ;> \' ,~~ \) ; ') ,- , . I -C) '} (' "~ -~f-'c -. .;) 1-5ee S,37533 ) / / / / 0/ ~1~ ~(t)j ~'@o? 1501 2 49 AC pel 1 , } I l ; ~ 1 \ : J~ P t S ~((I }4 ~~ S 1:~ T L () ~ -4 -;-, ~..: t- ~ 1"r~=~1Y fl:~ --: -,',iP,,' / ....S~~': ,:1~~ \ .-;" ,,";-, -, i r- ~.."... I I 'I b ~ ;;:; C 11' - r'l "- I~ ~_~'--.! s I (~~_~~ / / -/~- (~, -;.(1 ((~ I': ;'1' :I\V: : ( I ... r 1 \ , . : 1/ \'::',::;;;::1/ ,:J "'::::::/ ,y--:::\\ rr'~" {{ .' \ 1 I \ i, . r : I r ': I r I , , ~ I ',tit : ~ \~::--!/ '":::=.::/ =- --.".... ~ -rr,.,- -..-_~ ~ ~-?1 r1-Jn I=' ~ C's '.. SUB. J 'I 8 . '60' ' , 'g' 60' '1 0 60' " /' 1 ; 400 500 600 I I . A I ~ L ;. 1\;1 ~ A ;. I~ ~~ 5~ ~~ ;' ~~ 0- ~~ " 0 0 0 ~II~ 01~ I ~ \ , '" ,,,60' ".,,,60' "" ,,', 60' ~,~:O,O~, 60' ~,J,,,60",,, "'.__ 60'" .,~ "" .>7' ~ ' r-, ?r-- \ '.-,., --'<< yY";'7' if _ H_ f~' \\~~ /A'/TI,1J ,POI..,"/, <f!?~~'0'(;" T/UEE c, U/# - --8-L '( Mfll-E -' I v> 0' ): ~ t~; r' :::~ ~- ~ ~ ---"\ - '" --- llL\ \.llll.-~q.s-" ",,' _ "1.'?8. .:t~ "l:i'"e9'''''' 'tV - "11 ~;-- -- _ _ _ o ./ iP" fr'/" - 6f. ..{.j" 60' "" -, 60' \"'. , '60" ,'. 12 13 900 II - -----r uz 2: r-) D c- :.- ~ . If)ru ~ <D ~ ~ o o .\ "105 83' ~:l 15 1 1 00 q '~/ 'J. 'S / '1 ' 01\ ' ,\ ~ 10 ,(. l!l.' t' I 700 1~\ 60' 800 1000 :. ::0 , i') :> o " !:" eN . CD 0_ o r-.. In r-- 11), ::"ru ;:>S o o ON nO:> C> ~ z z z z 2: SEE MAP 17 03 25 43 /''V/ T/.-(.,L ~(///Yr ........., 11552' .'...~ ~~6~ (f\)'0~ ~Q; PRE-SUBMITTAL REC'D MAR 5 2008 .~ I' 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 E N GIN E ,E' A I N G ~ 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 $econd at 0.5 pipe full based on Table 4.1 as well. Otber/Mise I 0 Existing and proposed contolUS, located at one foot interval Include spot elevatiotl.!l and site grades sbowing how site drains o Private stwmwater easem6Dts shall be clearly depicted on plans when private stDrmwater flows frOD1 one propmty to another o Ii Drywells shall Dot receive runoff from lU)y surface w/o being treated by one or more BMPs, with the exception of residential building room (BDSP Section 3.03.4.A), Additional provisions apply to this as required by the DEQ. Refer to the website: ~.decI.stam-or .uslwo/m-oLUldwaluic;llome.hcm for more iD!...~....atiCJ1l. o IJDetention ponds shall be designed to 1iJtJit nmofl'to pre-development ratts for the 2 through 2S.year stortD eVeDts "This fonn shuJ/. be included tlJ till tlttDckment, inside the front cover, oftht! stormwater study I >t IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN! ~ 'r--~ SigDa: ~~ /~ Date 7l~/~ As the cngioeBr of record, I hereby certify the abO'\lC required items are complete and included with the submitted stormwater stUdy and plan set 1:'...""" V-"';"'I'I" MlIl'tln 2004 z.. . "$ ...-.....r:, : . : ---j~j--:.. . -~ -- : " ; { \ ' .. Z81ND~N ~'CARTER · SO,UDERS-- 'E:: Ni-G "Il'---Nf "ET--E::':-'Fk r :'N ~--'Gi-.s-' _ ~_: ~ r ~ ~ _ ~_ ~ 1 _ __ 1 ~ j _ \ ~ 1 ~ ~ ~u ~ ~ ~_ _~ , 1654 Williams iHwy ,. Grants Pass, Oregon 97527 : \ \ ! I 1 ~ \ \ 1 .. . ___., ~hOI)e.541:-479!38]O ~ Fax. 54 HZ.9.:387:9 ___''-1 " \ \ \ , ! 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" """\ "\_'.\..--; r:- _~.' u....;: _: _ -.!_ __, __ \_' _ ....:...,.r:n~:n_ . . i' :(~~-~I'~)i . , '~l r- - 1 ~ -t , _~ _ J_~ '1 '. ~ '~", ' ~C:,.. CLIENT P~OJECT ZBINDEN .'CARTER · SOUDERS ,. ..' '. :......;, _.~..' .._ . BY E _ N; G I: N: E, E' R i I: N ' G; ~ JOB NO ; 1651 Williams Hwy ~ Grants Pass: Oregon 97527 :.. . 1" .P!1one 54J-479~3870. Fax 541:'~79~3e70, 'm _ ;_ . : " ~ . '\ ",' \' \ j - -- -- , '---, . 0 ,.. R'~C'OT"" 0 ,"r\" .~"'QU\TT!l _.:'. :,n _ , . _ ~", l \ ,I I ! , . 'MAR:-- {) 2000,: ' 0:" ..; -- -- , . 'D.ATF .: ; .8H,E.EI :._ OF _uL,_ _--; .0 Q~_~(~~L-~-:-_~'r?:-,~'l :;~0t~:- :i7~,S:t:.N: S--(c~_;~+r~ ,'.0 " f' e;O po.~.~ Q vv~~ ~r2.-:~ t:~;A:~,~ ,__~.? ~"N. '($.~~':'...J.~A) , ' ~cr~~~t:~~~:,:'10) t{i"tS-B <;;;~(o:'~5) 14) t?c1-y.; .7p;. : ' _, _ _l_ :::::: D t?:t ., '0, _. Qr (o~:,<3.\:-)(:1 ,: l 'IN/~~ j( to,' Ltk..~~.J b) I_/,\ :GF_S: -::: " e> 1 19 Q'f' OE:.. 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I I u i . ~- u . . ., . , - ~ ~~ r - f - i ~~-- , ' __ uw__. -- _ ! -:' -i-- -~- i '-'" -- -- j.. ~- ~ , ~- ~~t -~~ -; r~ -~ ,-- j -- l~ -~~r- -, -~-~- -- i ~~~- \~- I , . , ~~- - . - - ~ - ~ ~~ - --{ , . , , - - --.~ ,---- ~ -:---- -I t 1 -r ~ - - T-~ ~ - -~~~~ i'ZC$ ZBIND~N .'CARTER" SOUDERS E: N" <r'-r- N E;-- E: fl TN: G,] , _, __ \ _' L \ 1654 Williams Hwy . Grants Pass, Oregon 97527 _ Phone 54J -4 7~~387Q . fax 541 ~4 79,-38.7,0 CLIENT 1(0 , :, - . ' J - P~~[)) PROJECT n n 1lj1l , (vlMn ~~ BY JOB NO , DATI" .. SHEET I OF 10 itz-e-e. C--f2-e: ql "\5, 'F-o~, lY'v' eE:.F_V I 'O~S ,(~ Bp;-)- _'-T~'E::- A ~:.~~~--:'~ ~. -- A L--L t::.-Xt "7-::') N G. ~KG&-S \:~ E::; If7 L f"::. C E;= P ;(: S 1\ {~:. 1 ' ......,.,' ..,,;:;.'" ~- \:-:.::..... -e::: '5:.) e :v E:- :._ c '.::::, (-- "^,. f.2- 1'_.-" -r- . Vv I L--L' G3 E I;':::' E:v--"L ;;h.l F-::J.; I -.:.:.,p: '-!.. E ~ ~ i r , --;l :>" "! ,..~ -:( 3'2--') T~ E:.-.~-,5?,' f. ~E r'(2 -6 eO'? E D Tb 'e~2; tL-- ~ f-.J "j i:: y j-H~(Z. 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F ' T re7~ 'E:-.L : , __.: ,_ ~ ~ _ _..>_ _ _ _ ~ _,: \ ',- _ ~ _ _ _\ _ n_, ~: 1 _ _ ~_~ ; _ r _ _ ~_ : _ ,:.B.~ ~~U~~..L !:.~ ~__ : l_~ ~ €.rZ-V1 Y'0:~____ l~i_p; )_ r\f?~A. \ ': ....;;; \~~ l ~ \ ',\ \ \~,,: \ ' ; \ f2;? a.U..(-; \:l~_b::::.t.? i T.C2 ,n:...E:~ . \..J.E:.C;:!J?: 't.:c-T \lV.c:: 1- r .' y__.. , " : .T~I~ ~~I< _ ~'.y;, __ '~~rz.,:0 '--:~ W.: ~(2..fi e~ C_/Z- IE ,~ I I~. : , ~_ : 1,$_,-: ~1:r;C? ' ~r' -: \'1- \ :s :~ ~ ~c::' F '.._ , '",' , ' /" ~: .\:'Q.o~,._~f- ~ 3-i-~1_.~~ _Ilt~.:c ,,''''.... .oK:. -.__ , .~- IV i 'P' ~ b / ' -1 /, -~ - Ii 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 . ,~z..,o,o 'aO~ I Stormwater Management Manual Adopted July 1, 1999; revised September 1, 2004 Page 2-6 L :l o .c " _w.. o.l_ill:::Lr 4 5 6 7 8 9 10 'f/Ih'~'1 15 20 25 30 40 50 60 70 80 100 150 200 300 400 RAINFALL DURATION. Minutes 100 Yr. 50 Yr. 10 Yr. 5 Yr. ~2 Yr. I.. 'J \, ~ en c:: ;;0 ICC/I s= ~ ~ "-> 0 r- 0 ;:::0 00 rTI J::> ("') d -~ ./ ./ ./ ._-,~ ~ . 'b.= ....m ---:- I SUB-BASIN C - 253 sf (Imp) . 1222 sf (land) ~ ".. tt"r" ~--- ~...\. t SD I~ J ~. . ~ .' . - .~ ..// .~ =-. ~i~~"~' I I '" ...= ... .=-...-.. r, .. ,; "- .. "'-- o (/) u C l~ ~ ~L-," (n tml .. of" .. SUB-BASIN A 17,537 sf (Imp) 2204 sf (land) 2...0 - JRE..SlJBMlITAl REC'O .~ JJ,I\,~ Ii 2008 ~ - . "t- o ~0""'''''''''' ~ ... ~o ." W ll~. ...-- '-1; _'~'u__ _ so I S[l . ~ ... ~ """"'- -t .. . ~.'.. . lf1">.. . . ~__ ~ ~ "Q --." . '\. 'j .. .... "'l ~ ;>i '" -", ... ;0;--... ~..._ _ ~_ '\J, .'\. - ~. ~. ,~. ~D~.-~ ~. :~D' '. .~~ - -- J ~~ - ~~' 1- -' - - . . I8J SUB-BASIN B 27,674 sf (Imp) 1049 sf (land) . . ~I-" . . .. . . ... " .1111 . - 0 ~ 1'/1'/% I; . ". I. . ~ If __-, r ! <. I" . ! .: , ~ "'1 "'I .. SUB-BASIN D 4144 sf (Imp) ;... 516 sf (land) I_J ~- 1 ~ "1i\j 0 u; j ':-~~ ." 'Ill! .. ~ . . . . I ~ Ii I .. ~ .. oJ;> .... ." ... ." v ~ ~1L-- .....:.. .. ".. ",'" \.." .... ..... +' ... '" 'Ii' ..... "" ~ ... ~ I'fi "'I .., , . L L~ '/ ~ ------ _'_-=:::J J.. '" . .. .~" ". , . . " ... t". .. .. " ~.... . '0' ~ ~ . . . .~ ... ~ . ... ~ . ,. g- .. " t. to. 'Q.. ..: . . . . EXISTING DRAINAGE CONDITIONS 1" = 30' /~ ./ ./ ~/ .--;;;;..--- .. .. ",r.' ,'..~\ . 'UP:~~DHHA ~ ~_ ~ . ~,~ SUB-BASIN C , I ~ 720sf(lmp) .~.~ 1519Sf(land). I ~_U!-~ . .. =-;-~--= .. , - ~ ~ 'lit .. .. 'CI * r;. -".,...,. I,. · ~~ .. iW 'II . ~ 'fJ. ~ II ~. _ ..,-/, ,~ ~ ~ , .. ~ " SD - STUDY POINT 'A' - I ~ - ,I I ~, . ~ . -lr --'1_.. . . -- . , 1111""';'- III I, \<' 1. ,. ~~ - .~f ... U SD STUDY f :lINT 'B' << o c., I I I I ~ 10~1 1~ I I . I: ~ I SI) . .. .. , . .. -uw~u r _ ., ~ . , " . .' . , ", . ," .' PROPOSED RAINAGE CONDITIONS D O' 1"=3 Z-l -- ~ITAL REC'D f1n " w -== &) 2008 . . . ~ ~ < = I8l ------- .. . , , . ... ~ . , , ... , . : . '" ". , . , .. LC~ 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