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HomeMy WebLinkAboutApplication APPLICANT 3/27/2009 -,.I: .r-" :City of Springfield Development Services Department' 2is Fifth Street " Springfield, OR 97477 Site Plan Review PRE.SUBMITIAl RECIO MAR) "i l009 Site Plan Review Pre-Submittal: IX] ISite Plan Review Submittal: 0 . ~ . -... ~ '1,343-4734 Applicant Name: Ki't& Karen Chan Phone: 11968-8972, (c) Icompany: Kit & Karen Chah Family l' -- --1 "Fax: 343-4949 IF Address: 2222 Hartin Luther King Blvd.', Eugene, OR' 974011 IAPPlicant's Rep.: Wad,e Stevens':' Phone: !i~~t:jj~~ ([') I II Company: ' WI\ Stevens ,Construction Fax: 895-'-4424 P.O. Box 1078, Creswell, OR 97426 I Property Owner': Kit & Karen ~han Phone: !b43-4734 I I' Company: Kit & Karen Family Trust, LLC Fax: 343-'-4949 IAddress: 2222 Hartin Luther King Blvd., Eugene, OR, 9740~' ' IASSESSOR'S MAP NO: 17~03':'36-31 ITAX LOT NO(S): 7401 ,II IpropertYAdd~ess: 1815 Hain St., Sorinqfield, OR 97477 I Size of Property: , . 71 Acres !Xl I Proposed Name of Profect: ,,--_ :., T..-::...-~"" ";-'''''-'';;:1:l:'C'''-_'''=;1:l",,-,,_.-,,,,,,''''-''''Z''.c;%'''='~''~'''''.'Lrc;.._-,,- -"-,,,,,,,-,,,,,,,. "-' I I I 'I , " Sguare Feet 0 I, I F I Description of' If you are fillin? if"! this form by hand, Please.,attc!c~ Y,our proposal descriP~i\on to 1rhiS appli~ati?n. ,'Proposal: 11,000 Sq. ft. warehouse commercial' spaces. (6' uni ts) IExisting Use: Vacant (formerly auto dealerShip) :: ,INew Impervious Surface Coverage (Including Bldg. Gross Floor Area): 8642 ISignatures: Please'sign,and rint your name and date in the a ropriate boil< on the 'next ~. . . - Associated Applications: (1w,. 2&:H - i)ll 2f.,'( (~/~ I iqns: ' Ipre~subcase No.: pft"l1V-.q.-~~ Date: ~/J.1ID'i I'RevieWed1bY:' ~~ I I ' ' I' Ii I' Case No.: ' ,bate: Reviewed by: I', I" I II Application Fee: $ '3 ~G,.&J 'Technical Fee: $ , Post~ge Fee: $"' ITOTAL FEES: "j 'i<.o. ~ PROJECT NUMBER: 2txJ c(. 'dQ::)08 Revised 1/1/08 Molly Markarian '^^ ,~_.!.;.( ~ ' \~.~ /f- , ,/ " V /' -. '\Y\ "II !:,{~~ :1 ( \\' fD Ii 1 of 10 ,Owner Signatures' \ This application ,form is used for both the re'quired pre-submittal meeting and subsequent ' complete application submittal. ,Owner signatures are required at both stages in the application process. An application without'the Owner's original signature will not be accepted; . . ~ Pre~Submittal . Owner: The undersigned acknowledges that the information in this application is correct and accur~'te for scheduling of the pr~bmittMeetjn~ ~ Sigft tur b P. tl?~1 rm ' Date;~ 3]i~67 Ii :I/J4/-/ (YI:/f!1tJ' Submittal / I represent this application to be complete, for submittal to the City. Consistent with th~ col~Pleteness check performed on this applic"ation at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or "the information wilt not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the rnformation as submitted. This statement serves as written notice pursuant to the req"uirements of ORS 227.178 pertaining to a complete . application. 11 Owner: . I , Date: Signature " Print I, PRE.~:UBMI1TAl REC'O ~AR 2 7 '2009 " Ir' Revised 1/1/08 Molly Markarian. 2 of 10 ," (" of Springfield Official Receipt L~, elopmertt Services Department Public Works Department 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone RECEIPT #: 1200900000000000220 Date: 03/27/2009 II :30:37 AM Paid By WADE STEVENS ItemTot.l: L:heck Number Authorization Received By Batch Number Number How ~eceived Amount Due 346,00 $346.00 Job/Journal Number PRE2009-00008 Description CTY Site Plan Rvw Tentative Payments: Type of Payment CreditCard Amount Paid tj 000980 In Person Payment Total: $346,00 $346,00 f ',- _.-- ------.-' , I PRE.SUBMITTAI:REC'D' '.~c---- -_ " MAR_.~7 20Q9~' :-, cReccintl Page I of I 3/27/2009 1- MAfN- -1' \...II i OF SPRIl'o.t.I.IJ~.ILD VI'--ll ~H i MAP PRE2009-00008 1815 Main Street U) JI: ~ _1 ...J a. :r: ..- U) ~ , I+- ~ fVIA:1 -S II II. ~ll"'" Map 17-03-36-31 Tax Lot 7401 North -+ ~I Sl PRE.SUBMITTAL REC'O MAR 2 7 2009 NARRATIVE . Site Plan Review 1815 Main St., Springfield, OR Kit & Karen Chan , Prepared by Geomax, Inc. ' 806N Ninth St. Cottage Grove, OR ' Page 1 of 4 .l; Ii , H Ii Ii , I i :1 I,' . I; I' , Y I , I Ii' " I( " Ii ,oi I: . , i, '_It ~~ t I: PRE.SUBMITTAL RECiO Ii MAR 2 7 '20OS 'I' e , , Narrative kit & Karen Chan '; March 6, 2009 I ii. " Section 5.17-120 Submittal Requirements Ii Ii A. General Requirements 'I. Scali: shown on each drawing. ' II!" 2. Street address and tax map and lot shown on Site Plan: . 3. Dimensions and size oflot shown of Site Plan. " ,I: ' 4. Existing buildings paving, easements and utilities shown on Exi~ting Conditions Plan. Proposed building with dimensions and setbacks shown ~h Site Plan. ' 5. Existing fences shown on Existing Conditions Plan, proposed fences and tr~h . -' '- ", ~ locations shown on Site Plan. No other outdoor equipment ispl!ll1lled. No signage planned at present. . , !; 6. Number of employees is riot known at this time: The proposed Duilding is , ." planned for warehouse retail: No leases are have been signed at:.present. The site will not allow future expansion. , '; 7. Total lot area is 31257 square feet. Exi$ting impervious area is ~,2208 square feet (73%). Proposed impervious area is 28261 square feet (90%). Ii, 8. Building will be greater than 50' in a north-south plane.' 1: 9. Exterior elevations attached. I' 10. No property wiil be conveyed, dedicated or reserved for public 6r semi-public , " J uses except requested sanitary sewer easement relocation. 'i" ' B. Site Assessment I', " I.' No watercOurses exist at or near the site., , Ii ,2. No floodplain or floodway.boundaries exist at the site. (FEMA Panel 1161) , 3. The site iies outSide the 10-20 year TiIDe ofTravel Zone. i: ' 4: No significant physical features exist at the site. Ii 5. Soil type information shown on shown on Existing Conditions ~lan. 6. The site is not in a natural resource protection area. jl C. Access, Circulation and Parking " I. , Parking spaces, driveway aisles, wheel bumpers and striping art; shown on the ' Site Plan, traffic flow and access are shown on the supplemental ODOT access , ' ' - ~ plan attached. . 2. Shown on supplemental ODOT access plan and Site Plan. ' 3. Shown on supplemental ODOT access plan and Site Plan. , 4. Exterior lighting shown on Site Plan. ' , ' . .' I ' ,', 5. Short term bicycle parking is provided at the front of the parking area. Two spaces provided at each side of site. Long term bicycle parking will be!provided by Page 2 of 4 :i PRE.SUBMllTAL REC'D MAR 2 7 '2009 ,j' " , II Narrative Kit & Karen Chan 'I ' " March 6, 2009 i: tenants in warehouse area.of the space. it, 6. Gross floor arl;la of building: 11,000 square feet all of which is applied to parking requireinent. ' Required parking for warehouse sales is 1 space Pfr 600 square feet of space. 19 spaces required, 24 spaces provided. , ,,' 7. Off-street 100lding zones will be at each warehouse storefront. ': 8. E~isting transit facilities are located on Main Street. No new trl!llsit facilities are proposed. ' ' " , " " " , 9. Two access approaches currently exist at the site., Application liflS been made to ODOT to eliminate both existing approaches in, favor ofa single!: approach at the , center of the site providing fewer acc,ess pointsont~ Main Stree~ and greater ' separation between approaches.' ' ' ' , 10.No traffic impact sfudyhas been done. , D. Landscape Plan , I. ,The, site shall be fenced With 6'chain link fencing. Slats shall b~ installed at the south end of the site to provide site blocking for trash areas. N6' residential, " ". ' properties adjoin the site. I', 2. Stormwater treatment will be through filtering catch basins. 3. Permanent irrigation plan is shown oil the Landscape Plan. ' 4. Street Trees shown on the Landscape Plan replace existing trees to be removed , , 'I ' from the site." ' ',' ;':' ,5. Irrigation shop drawings and final planting specifications shall ~e submitted and approved prior to commencing work. I, ' 6., Description of planting methods shall be submitted prior to conimencing work. , , I E., Improvements.' I. Existing streets shown on plans. ' ,', 2., Existing fire hydrants and utilities are shown on plans. Existin~ transformers are pole mounted, utility poles are showri on plans. , , ' , 1[' , ' 3.' Existing sidewalks shown on plans. No new sidewalks proposea in this project. New access shall comply with City standards. ' , ,4. Existing utilities shown on plans. Proposed changes to sanitary,"sewer easements , - I. I shown on plans.' " ,,', " ' ' F. Grading, Paving and Stormwater management. ' , I.' Roof drainage is split equally to each side of site and is.shown on Underground Utility Plan. ' 2. Impervious drainage patterns shown on Grading Plan. Pervious:areas are only in the planter areas. 3. The Underground Utilities Plan contains details of storm water ipanagement on' Ii Page 3 of 4 I, PRE.SUBMITTAL REC'O MAR 2 7 ZOO9 I,.' 1 Narrative kit & KarenChan II Ii March 6, 2009 the site including treatment, piping and outfall locations. if 4. Existing and proposed elevations are shown on the Grading Plan. 5. Stormwater management system is shown on plans and attache<l;:documentation. , I G. No phased development is proposed. ;; . . h , \ H. On site lighting plan shown on Site Plan and attached'dcicumentatioh. " " . .If ,: , I. Additional Information. 1. Property owner is applicant. 2. Vicinity map is on the Site Plan. '3. ,Not applicable. The site does not lie in an overlay district. 4. Discretionary use not applicable. ' S.No tree felling will take place. ,6. No annexation is required. 7., No wethinds present. . ' ".. 8. A copyofODOT access application ,is attached. , I' 9. A geotechnical report is not required. NRCS soils information i,s' attached. , ' , i. " I;. j-,' K:~jects'2008\1182\Wpdocs\NARRATIVE,~d Page", of 4 PRE.SUBMITTAL REC'D , ' : MAR27'2009 i ,I: " " i! " , ",-.~~~,--ac . ~ ;;::c: )>co ;:O:s:: ~ ,..;J ::t.! ~r- = ;::oF , <D~ c;j ~.' ~I ~ I ~40: ~c.~~~ 4Jt1tZ500' -~I" 2400 - ~),11 i. S42if~~~:~:' 2;O~ ~ I: 900 t:; ~ f ~ ~ \ 7.... 'i .i,(/} ~O.19 I;C, . I""'~:~ ~.. ". 1 AI"" _ ~ _ ~ ~i ... I __ ~ -l -'-,':~,:.~ I~" 1000 ;,'. -- --'-"-',...:('''~ '(1-4-2OO . .~ 2700,~ 2800~, '1' o_,.uA(: ~,- lo~k_~;" .~ : . j ~~-.603 ._~.~ .... . h..' ...' "",.. ...a-r '.\ ~f I,I 0.22.... .) 480~ ". 'I 12900 - . , 2301 <r~~ -'. , ~,O~'::I'tj' fl.':: ~ ,.= :,','00 .. !O.15 A(:, ~:23otC 470';:~.r.~ ..-. "-"';<2 :..t f" I ,- ~.7';'''i, ~ "-r'1 39 -- ( ~~~" 4701 . -WOO IIS,36"~ Y3Ooo' ~ . l ~/.\ - . t. s' 0 I a A(:, ~ " l 1........... . ': ': I- h J900 .t(~,,' ,::"'-M_ ~ r2100.n,~ 'I: \ Ii!i01:' 3102 't;' J ..,; '800 y\ ~ f""", <, C).' ;~(~ ;';;'~T"'" . " . mo ' . <;.\, "" ~ ;--.<'S_ jJ "} ~ j .,," 1 . Iii)..., ..i<:;;t-w.,- ... I .... " _________ + 41 !,-N\ ( _~ 40 -Iz.. _9._ ___ h_ t~.!..._ ;~O:"'~611;+ -" <,'< f-J2OO 45 46' 'ir ~ 1 1I41l' .. J6oo.-.... Y . :- ~ 1900 1700 .~...;... .. _, ~ i,,!...-) ol.,- ".. ..::. 1600 1500 8 ...-.:::.. ", i 1800 100 "13500..... 3400 0 3300 3302 I .~. !::: :'~!:::~L .... ~'" , .::~._, "i~9}9__,;PQ -,~'':: ~~~5'!!: J~,;:;."",....,i s.....''''1 ;TMCKENZIE-~~'~ !\;-~-I'iMA1N ~~..,.. ST"'1f'~"'~-"::~4'i:t'''''-'~,jflGtl~A~~~- X ~."~9~.c. '~WE~~r ~~~I'.~~ ~800""'- 4900 5000. tl jb~ ,- -'w r 6601 g =.... 6900 D_LC_Pjo.14 ilL-C. No. 63 b ~, I '; <D ~. i' "~ I ~ I -4 I . " /;,~ : ;;~-+S400 ....: ~ I 5100 - . 6400 009 A[;. I:> I M"~ , ~ J ; 02" , ' 'I ,_~.". . I ~~5300--- 6JOO , -' I~ I'ml'4Nf"l t'l -~ ~_~ '.i ,~ ~ ~ "~~'" 'I. 0200 -- ;;000 ,...,_l , "I . "'fi~I" . ~ t; ~.8oo '-,F1. '.. I;-I'?" 01100 ' : , ' " ,; :I:~: } '" ~,:.:'.".--T- ' ,""i!~1 301 i : ! ....".1' I: ~ I: 200 r" NE 1/4 SWI/4 See, 36 T.17 S R.3 WW,M, LANE COUNTY 1":100. + Su Map 110336 2 ~ , 0500 .' ~ '~ ~702 . " " o e , . , _-'.!:.. ,1.6100 ", i Ii '.' !~ , -" ~ , , , "I I :.------~.' ~..'" .,,~--::.-' ~~..... .~, SOUTH . .. ....~...w " ..~ ..--::::-.. ,,"'-' A Su Mop 110336 + I...., :=-3 f="" t=. 1 17 03 36 3 1 SPRINGFIELD ~. -r-sec.36 CANCELLED ,~ '00 3103 "00 .~ "00 "00 7201 7400 7402 ,~ '"00 + d' -0 ',""'''''' regoo : ~ j j \ . ~ .1,.' n!\:;r "_' ,I;, ,;:: '.t." . .,; ~ Ii' <:i.._: 1."1 Depart~~ntof,Environmental Quality , I- Western Region, 1102 Lincoln Suite 210 Eugene, OR 97401 (541) 686-7838 John A, Kitzhaber, M.D:, Governor January 17, 2001 " Estate of Esther Nicholson' ,c/o Mr. Wayne Helikson Gaydos, Churnside & Baker, P.C. P.O. Box 1499 , Eugene, OR 97440 RfC'D JAN 23 200'j I, Re:' LUST #20-90A059 " . Phillips Auto Mart 't DR'e SUBMITTA' L REC"O 1815 Main Street, SpringflelCf. , ,III " ", ' No Further Action MAR 27ZG09 ' Dear Mr. Helikson: " ' The Department of Enviro~ental Quality (DEQ) has receiv~d the aiJalytica1 ~eport from Omnicon Environmental, Management, 'dated January 9, 2001, for the soil sample requested in the , , I ' , Department's December 26, 2000, correspondence. A review of the r~port as well as a comprehensive review of the underground storage tankdeanup filehas been cc!mpleted. . . ; , The Department has determined- {he investigation and cleanup of the' petroleiun release meet the' requirements of the Oregon Administrative Rules (OAR) 340-122-205 th{ough 340-122-360; specifically for the requirements of the Generic Remedy for Simple Risk-BaSe4 Cleanups, and that no further actionisrequir,ed,atthistime. This determination is a result o(QUJ evaluation and judgment based on'theiegUlatioilsandfacts as we now understand them"inc1u~jng the following. " " , ' I" ,1. Petroleum contaminated soil and groundwater was discovered at the suJject site during the removal of three gasoline and 3 dieseVstovtl oil undergro~d storage tan1h (USTs) in Mm-ch 1990, ' , "" ":......""": ':f ' . , , , . \. . . .' . . ~. . 2. Four initial soil sainpleS were, collected from the gasoline UST excavations located on the ' northern half of the property. ' Each sample was analyzed for total petroleum hydrocarbons . . r (TPH) by EPA method 418.1. . Petroleum hydrocarbons were detected in' one sample at 175 mglkg. Additional samples were collected adjacent to' this sample and an~yzed for TFH and' BTEX compounds. ' Petroleum, hydrocarb(Jns were detected at 146 mg/kg. No benzene was '. detecte<! at a d~tectionlever(>f 50 "~g/kg. Ariimtia1 i,r.oiIll4w*ter sanipl~ from water in the excavation was collected and analyzed for BTEX compounds. No :BTEX compounds were detected. A second and third groundwater sample was collected,near the g~oline impacted soil and analyzed forBTEXcompounds. Benzene was detected at 118I'g/L ii , ..', . . ' . . .'. .' ~ ' 3. TWo initial soilsamP1~~e;e cijllci:~fr9fulheidiesel/;i6~e oil 'UsT excav~tioti located on the ' southern half of thepiopertY, ,', Each sarnple,was ~y~.(qrTPH., Petroieum hydrocarbons were,d~tected at 1,170 mg/j%tand ,V~O 'mgl1cg"fli,\,~,adc1itioj~ sample~ vlere collected from the limits of the Us.r~xc;i1vatlon::andanalyzCiUor~H',ltg~trolei.unhydrocarbons were . ""\',', jl .' '.' "v''. ., ",,., ../-.'.;,. ". d.. '. I~ DEQ/WR-101 4.98 Mr. Wayne Helikson January 17, 2001 Page 2 ( Ii I j!, detected in four of the'samples ranging from 542 mg/kg to 3,570 mg/kg.11 Two worse case samples were also analyzed for BTEX compoundS. No BTEX compounds :~ere' detected. A groundwater sample was collected from water 'in the, excavatioh and aOalyzed for BTEX , ' . compounds. No BTEX compounds were detected. 4. Several test pits were excavated in April 1990 to determine the extent of the diesel contamination. Soil samples were Collected from the test pitS and analyzed fo~ TPH.' Petroleum - , hydrocarbons were detected in three oithe test pits at cOncentration ranging Irom 2,020 mg/kg to 2,310 mg/kg. :1 I, 5. Seyen additional test pits were exCavated on April 15, 1998. Soll samples w.~re collected, from five of the test pits and, analyzed for diesel by DEQ method NW'l,'PH-Dx. Diesel conCentrations ranged between 410 mg/kg and 4,700 mg/kg. Additional analyses for PAH , . t . compourids were completed on thr~, samples. Several Cljfcinogenic P AH colfPounds exceeded " generic risk-based concentrations. I: Ii , , I 6. Six borings were drilled December 15, 1999, to further assess the contamination. Three of the borings were completed ~monitoring wellS. Soil samples were collected I from four of the borings ,and analyzed for gasoline or diesel as appropriate. Diesel was detecttfct in boring B~3 at a concentration of 1,120 mg/kg.' Lower levels of kerosene and lube oil were !also detected. No gasoline was deteCted. Groundwater samples were collected from boringsji B-2 and B-3 and analyzed for BTEX and P AH compounds. All detected, compounds were below the inost stringent generic risk-based concentrations. ' ,', ' , . '. , ' , . . ; , , ' 7. GroUndwater samples were colleCted from the three monitoring wells on January 25, 2000, and ' analyzed for BTEXand PAH compomids. No BTEX or PAH compounds w~re detected:, ' 8. Approximately 745 tons of petroleumcontaminatCd soil w.is excavated from; the southern half of the property in August' 2000., The contaminated soil was traIisported to and, disposed at ' Coffin Butte Landfill in Corvallis, Oregon. ' ' 1 , ' , ' 9. Twelve,confrrmation soil samples were collected from limits of the excavation and analyzed for ,diesel. Diesel and/or lube oil was detected in 5 of the samples. The maximhm concentrations , ..., r. were detected in sample NIC-OO-05 q.t 5,150 mg/kg diesel and 5,240 mg/kg lube oil. Basedon sampling results and observationS, 'Omnicon Environmental MlinagemJnt estimates the rpmo;n;ng contaminated soil to be approximately 30 cubic yards. Additionlu excavation was not practicable due to on-site, structures and utilities. I' 10. The Department requested an additional soil sample be collected in thevic*ty of worse case sample NIC-OO-05 and analyzed for BTEX and PAH compounds. A boringliwas advanced on January 5, 2001, and soil sample collected. Detected contJlminJlnt concentrationS were below the most stringent generic risk-based cOncentrations. ii PRE.SUBMITTAl REC'O MAR 2 ,.7 201J9 " Mr. Wayne Helikson January 17, 2001 Page 3 i! Ii " I' " 'I I; Ii , \ 11. All detected concentrations from remaining soil and groundwater were coJ~ared to the DEQ's table of generic risk-based concentrations. All detected contaminants were at or below the most , stringent generic risk-based concentrations. " ' !I ' , Ii 12. All' conditions for closure using the Generic Remedy for Simple Risk:-B~ed Cleanups have been satisfied., ' , ' " !i ' ' , -- The Department's determination will not be applicable, if new or undisClosed lifacts show that the cleanup does not comply with the referenCe rules. The Department's deterrniktion also does not apply to any conditions at the site other than the release of petroleum product specifically addreSsed in the report. We reconnend that a cOpy of this information be kept with the 'permanent prop,erty ~~ I . II , " j.' Please note that pursuant to OAR 340-122-360(2), a copy of your report must be retained until ten (10) years after the fIrst transfer of the property., "II . " ' . J , Your efforts to comply with the regulations to ensure that this property has beed adequately cleaned up have been appreciated. If you have any questions, please feel free to contabt me at (541) 686- '7838ext. 232. ' " ' , I. , , Sincerely, .~ Dave Belyea Natural Resource Specialist ~L~: Merlyn L. Hough Regional Tanks Manager DRB/drb " c:\drblphi1!ips.nfa cc: Fred Scalise, OmniconEnvironmental Management PRE.SUBMmAl REC'O MA.R 2 7 'ZOO9 I " I' I' I I' (. -0 ;0, I'TI !l:u, )>c::: ;:oO::J :s::' '~..~ ,-t , :J> N F- 8~ d !!lIpUmml! i i!'11!hHI'il!! P"!q!II'!11g ~ ~!! Eih'!i!I!!: ~ I : :o~ '!l!!' l>~~'~~ !:~ I i :!~ ~ -~! ~ I,l !i8~ ::lJ!:;!l:!1 Q ~,~ h' i 2 < 'ID . :z l=i . ,:-{ ':1 '~ '11 ~ ----&. - 17tb..... , I I I I 1.1 I I I I I I l 1,1 I, ! 1'1 1, 1'1 i ill III i i ,. > I I I ' jll 1 I I ~ ~ .. '- i i It I }~al ~1~1~1~~~~I~i~Ri jli!~ : ~ I 'II ~ , B -..J. ,~~ _, Ii: i! ! !~\;n'i 1 "jil" ""'''- ~....v..)i"",'\.":"x",,,~, t 1'1) i _ 1 \, I .. i 1"'1 I ~~ ~ h i j .1 I' ~ ~ . ! ~I ' "N"'-- ;1 ~ ' , .~ ~ & I; ~; , I:! :~~~____! -= : _~':_8 131 ~ ~ ~ I ' _Qn 110.00 _~,..-.'" _r- " 1 ' 1 ' !' '... 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'r, I '" I;, I , ! _1.1 f' i ll~' PROPOSED'LOT DEVELOPMENT , @! 5i i ~! ~~~ ~ KlT & KAREN CHAN t.J '" ~, I-~ SITE PLAN l,~~ ~'~ !~:~I O~ ' I" '<' DATE RECEIVED BY ODOT: CHAMPS 10#: jJr;;'fIDn 0tJp6rtmMf of Transportat/on LAND USE COMPA TIBJLlTY STA TEMENT(LUCS) h , What Is a LUeS? A Land Use Compatibility Statement (LUCS) is the form ODOT uses to ensure: that Highway Approach Permrts are consistent with local land use requirements. , " Ii ' Why Is a LUeS Required? ODOT Coordination Rules, OAR 731-015, identify Highway Approac~ Permits as permits that affect land use. State law requires ODOT activities that affect land use to be consistent with acknowledged local comprehensive plans", Ii When Is a LUeS Required? An ODOT LUCS must be submitted with every ODOT Highway Approach Permit Application, I' How to Complete the LUeS: The applicant completes Section 1, Section 2 must be completed ~y the local jurisdiction, The applicant then submits ,the completed LUCS to ODOT as part of the Highway Approach Pemj,it Application, =:~~~~;n::::Plir:n~~s;'nfRrtnati;1 e V~ MG' ' It ,I j I Applicant signature: X ,{{JI/~~), iIIDate:N1/eC; I !Property owner name: k' !'L:t- t<A'dr;:,^{l)))'A~ ~, J L) /.-.L .ClJ, II ) !Subjectpropertyaddress 19.1 'S NR IN 5+. '5 {J/(INGFJ'E.LD, OR .1! g'7I.f'J'1 I ISite descrtption: t'2DPCn<:TL/ flDiOlWX J 51 . X ~Oq i f}.[[JoJlv/lliC. flIJA I r,J .:s-t. I I Describe ,the prop~sed activity, use or de~~lopment, including t~pe and volume of traffic it will gen'rrate: J (0- 'Shr-,ps\o~-\;\a,,--'"\ ~J/_srDR~ I'f\,t\)\ t.JI''f\l:;1&, ~I (L,- -I TIl)(..' f !rownShiP(S): I Range(s): I Section(s): ITa1lot(s): _I LoT-#- /1-03' 3iD-5/'.0'7lfO / Section 2 must be completed by a Local Planning Official. Is~c;TlqN~:tl~t.,irili"atl.Oriofej)mpllancewlthLocal L,and Use Requirements I;', '1 The subject property is: ~ Inside Ci~ Ii"}i\s [] Outside city limits 0 Inside UGB 0 9\'t,!side, UGB " Au.. I '~nl1 Current Comprehensive Plan designation: LOI'\'\/hQv( (a1 Current zoning:UO W\I/VllLfllh/.---C()fT\1V)ff:UG-tt Is a Comprehensive Plan or zoning amendment proposed? 0 Yes Il('f No " 0 . If yes, list the proposed plan designation: Proposed zoning: :' Does the activity, use, or 'development require land use review to determine compliance with reg~!ations? (gI Yes 0 No , If no, it means that no local land use review is required, Skip to Loca/ Planning Officia/lnformation section below, Ii If yes, what is the status of the land use application? 0 Approved 0 Denied 0 Under review ~ Not yet received List file numbers:, Is the decisiori final?, 0 Yes 0 No Commen~: I ILeitisl Piannlng Official Information (Required)' !JUrisdiction:Gih1 Of ~rri r\q~({lct_ , I Planning official name and litle: L\ 2.- tV{;q I f (', t? j q,f\fl er-c I ~ailing address:).;15 .'l M\::. s'1\11I1- . J , Cityslate,ZIP:~'(J(IY\a~i.flrJ. , OL '174-TI Phone:fl=')L/ I) '1.)./;;-(1J1YH I ]Fax IsLf/) ) J-It- 3&~"! I Cell/pager: E-mail: LlV\illJL:::.tU C i . ~d., (Jr. ~I \. I Planning official Signatu: X 'd fA vIM Ii ^/ / 734-2680 (9107) Page 4 of4 j j J j 1 j j 1!IDate:;{ Uy 107 J l( I. j! PFE.SUBMlrrAL REC'O MAR 27 2009 1\)\'0!f:f"''''''~">;'~.''O:_''i~~$;1 ~1:lHtR~~E!.t:F,or!l1~~_i , l~ri[fmnt~F,orml~' Jrn~ , Oregon . Depanmenf of ] r Transportal/on APPLICATION FOR STATE HIGHWAY APPROACH ;;:~?i '~;j~~~~,,:;y,;~"'(;~~.X::~.;,'t;,c,~~~';~~'::': 1 1,::-$:~~1;,."~;:;t:.;1,~~,,, <:",~",:,>:>;,~.~~\.tW!' !>'_'ill,,'. ~"';1,.;;:~:;~\,,:Q~~~t:~,~~I~.!.c!L~!8~mp'~~~~f ','tl'1!-" ~'G; ,,' 1j' __:!;~~i: ~~ ~:; ~i:,'i~:4' Ii r,l:! ~~~A~l2~~~~~~~$~~~~~~~~\~~f,)~~~~:~j~<'if.~fi\~;;gtl~~~~2jlj;j,~~i~':'i,'l;::'~;',';:~!ir~;~~:: " Required Information, Ii The applicant must submit the following information with the Application for State Highway Approach. ODOT will notify the applicant if additional information is required, Ii . All attachments required by answers on the application form, including applicant signature, 'i " . If the applicant is not the owner of the property to be,served by the approach, then the property owner must authorize the applicant as a designated agent The applicant must have the property owner complete t~e Aufhorizafion of Designated Agent block on this form OR submit a signed letter from the property' owner auth~rizing the applicant as ~~~~ I . Site plan and vicinity map approved or currently being reviewed by the local government " . A Land Use Compafibilify Statemenf(LUCS) for a SteteHighway Approach (page 4 of this application) must be - -' ' \ completed by the local government. II . A copy of the current County tax /6t:map for the property served by the approach, Map must highlight all property that would be served by the approach and list all owner name(s) on'adjacent properties, Make a note on map if ownership of adjacent property is same as subject property. Identify the location of the proposed approa'ch on map, . A copy of the recorded easement(s), if the subject property has an existing easement(s) for a'i:cess to the property, . A copy of any existing state or local government approach permits for the property, " In addition to the above submittals, the applicant may be required to place stakes or markings near the highway shoulder at the proposed approach location, . ., -../ Definitions for commonly used terms are in the attached brochure, The brochure is also available on the ODOT website located at: hlto:/Iwww,oreoon,oov/ODOT/HWY/ACCESSMGT/ ' " ILast name: =:;/ tut'iiJ :3 IFirst name: LYflDr-_ ' ICompany: WSi\. 'j[t::v~ Uot\f-51r1}JQ." IStreetaddress 3S'1J-./-{ sRz,i.,jc.+l'iu. i<J), i! , I ' I City: QJ'-E"SL0E: II IState OR. IZIP:C{7L./;).v ICounty:J-.-RI\lE I I Mailing address: f, (), tx, '}( I n'f 'h I ICity Q Q.F:"SWE II State: OR.. IZ'P:Cj7lf.rO.l/l I County. LfI"-fE. I IPhone51.J1- SlCf. 44 2..1J Fax 5'-1-1- 9A5-~<1115 ICell/pager-Si).}-S'7q-44;L~ I IE-mail: Ll'lflS:r:JJL.-At Clr,;I\.lTUiZl[U1 .. N 1ST I Is applicant working as an agent of the owner? /i& Ves 0 No If yes, the owner must complete the Authorization of Designated Agent section below, OR the applicant attach a letter from the owner authorizing the applicant to act as his/her agent. ~Riir.~~r~g5r~!!i,(ifff;~i4'~~:~~T1i~~~Jl~~~:;hfkSt~;t\~i~~f,)l::~i.,:q~~~~;;;'t~;~;,i;E{'t~~~,~\i~lh::'::i :tf",~~~'1;~;::;:'J,~~:~;/~'~;~i:~~~~ County: L-ArJ E o West 734.2680 (9/07) Page 1 of4 , " ' "PRE.SUBMITTAl REC'O MAR 2 7 'ZOOS, , I ! , I' Ii '- I,AlItii~fiz,~~1l1t'{6f!i!liligj-,at&cl,6.geri( I,. 1'< iT (It\fHv PRINT NAME OF PROPERTY OWNER PRINT NAME OF APPLICANT I:~::~e~:~::~eint: m~!~~Zh77j;a:~it application' '. '. Date: c2/;n/ rR I IAPPII~8~~~~!g"-~w~:.laet:.::?'S:0" ...,~,,".." " '".",'.." ""j NOTIFICATION TO APPLICANT: The ODOT District Office will contact you when your application has been reviewed, If additionai documents are requirad to continue the application process you will be notified. When :all of the necessary documents have been received, the application will be deemed complete, If your completed application is approved, preliminary construction specifications will be issued, A performance bond and liability insurance':will be requifed before any construction work can begin on the highway right 'of way, For the compiete rules regarding appr6ach permitting, see OAR Chapter 734 Division 51, '! The Applicant declares, certffies, and affirms under penalty of applicable state or federal iaws that aI/Information provided on this form and_ ettachments are true, and,complete If the ~est o~ h~~ I I i:~;:;.=,~].~~~'.X( !4!J~r_~ 9ow. ~/1Ioq j o New Approach - There is no existing permitted or grandfathered, ap~roach road at the location requested in this application, ' :; o Temporary Approach - The approach requested will be removed after a specified period of time. 8 Existing Approach - Thi;a'pplication affects, or may affect, an existing approach, :: o Restricted Use Approach - The approach raquested is for emergency services, government, utility access or similar specific uses with limited traffic, ' "Ii I VehlcleJumiriii:Movementsi ", I Turn~o.ve~~nt~~:q~e,st:d: 0 All OR check all that apply: 0 Right 0 Right out ~ Left in J8t Left out I 1~~~~:~;-~:b;~atJoni" I~;~tn~~e: I-<j-L:"'k'AQF:II( 'lcompanY:Rit.,k(1!?bJQhAl\llllMli~ LL~ I Street address: ~?.").:;:::).., M L. KS rc 1\ LV D ' 'q '7 Jf();' '" j I City: EJC,"lilN<E I State: ()l? . IZIP: ~ ICounty:L:A/Je ' j I Mailing address: "'S A /IJi ~ 1 I City: State: I ZII;: I County', I ' I Phone: Fax: ICell/pager: I IE-mail: I Are there additional owners of the subject property? 0 Yes g No If Yes, attach the same contact information as above for each of the co-owners on a separate sheet I propaj'iYr"foiTi1atlon ' , ',' , Subject property address(es): I 8 I S "^ A III! ST '". City: .J;IP/Z.;rJ"r-)E:.LD I State: ()fC ZIP:'1'l4'l'1 I County: LANE JTownShiP(S): I Range(s) SectiOn(s):. ITax lot(s), ('!currentzoning: Qol\il^^b.iU ,j AI.. _ Proposed zoning: (~J\JMt;;? (Liil-l~' Iln the boxes below, describe the existing and proposed land use(s) on the property, including square footage or acreage Existing: -A5Ar0Dor01::p U5~D CJ1R. loT' Proposed ~ orh,ulShopS / ct'Sryw,J/ 0#,,0; Appll.DX IOOOyf. II,()/')OJ!J JOOX UO 'xPf authorize uJ AD E .::3JfE:VE rJ s :i' I I I I I I \4 ( 734.2680 (9f07) TA 1t. i---JJT Page 2 Qf 4 1'/- 03 -21..";-3/ -O";2}ou ii PRE.SUBMITTAL REC'D :' MAR 27 2009, " I' III ,I I rit~l~l.. ", "''"':n~J. . ",.W " 'o"[;W?Z~;~!i~01rf;;,~I;~iifFt!;,fBY1fRi!;@i;';'!Wa;;Yfi\ ;lfql~l,,;. ".<......t~if! '.'. ',".. , ~~g~~;'t1!i\j;0!j!llig;;~vl('f:liit{;'lWf;~};i;;:ii;;ij:ri;;K{U~!~?!!ii2fE5 Has the local government approved a site plan or is the local government currently reviewing a plan ' for the proposed land use? :: ~ Yes (If yes, attach a copy of the plans being reviewed by the local govemment.) o No :lQ~Ji.11!it~l@;IR![l!!t~{f!l'ir:~m!O:~~;j!~j;flJ:iiiifit%0~~1;w&;r;i;'f!lil}f~~;jjJ;i;?r0i'f!'ii:XS'0U;ii(iifi9!%riJwr'ij;jr'i:;;(::!;.'ij"!'!';-?;, Ie Submit drawing(s) no larger than 11" x 17" in size, Site plan(s) shall include all applicable information listed below: .. Property location and property lines. including: o North arrow o Show all lots or parcels that are part of the property or development with their corresponding tax lot numbers identified ' o Distance from the property lines to the center of the proposed approach Using solid lines, show: o Proposed approaches with requested width and turning movements shown o Proposed & existing buildings and structures to be retained .. o Proposed use of existing buildings and structures to be retained' o other proposed equipment or facilities and their proposed use o Proposed access or "cross-over" easements with neighboring properties o Nearest approaches on both sides of the highway within 500' of the proposed approach center-line Using dashed lines; show: o Existing approaches with width and turning movements shown o Place an "X" on approaches to be removed o Existing buildings and structures to be removed o Existing equipment or facilities to be removed o Other existing facilities to be removed o Existing access or "cross-over" easements with neighboring properties Show proposed on-site circulation, including: o Travel lanes with travel directions indicated o Travel lane widths o Parking spaces or parking areas .. o Access locations to the parking spaces or areas Show nearest landmark or cross street o Provide nearest cross street name o Distance from the requested approach location to the nearest cross street o All public streets that abut the property(s) 734~2660 (11107..;. District 5) Page 3 of4 :PRE.SUBMlrrAL RECID MAR 2 7 2009 .. . .' ~... ,. 1 '.1., CASO~bE TITLE CC~ ,PRELIMINARYc,REPORT ," AMENDED CASCADE ESCROW ATTN: HELEN BRENT ' 811 WILLAMETTE STREET EUGENE, OR 97401 -.' , Date: Report No: Your No: S!'JJer: ,', Buyer: NOVEMBER 18, 2003'; CT-23913 B ' I; EU03-3682 Ii' , NICHOLSON/BENNETT/RUNNELLS cIWi' " , ;': f [ $135000',00 I, Ii 1~$537 .so f $25.00 Ii We are prepared to write a 1992"ALTA ,Title,Insurance policy (CHICAGO TITLE) in the form and amount shown, above insuring the title to,the fol16wing described premises: ,. . J: - Ii II _1 ";'." '. PRELIMINAllY ImpoRT FOR: "C);Mortgagee:sPolicy :'(: PREMIUMS: Mortgagee's Premium: Government Serv,ic"e Fee:, ",(A,T TA C)LE D,) VESTED IN: GARY L,. NICHOLSON, DELORES EILEEN RUNNELLS AND BERNICE EVELYN' BENNETT DATED AS OF: OCTOBER, 27, 2003,' at 8:00 AM , '1 ' I: stl.pU atJ.ons Ii " which are Subject to the 'exceptions, exclusions, condi~ions and part of the pOlicY,form, and to. the following: GENERAL EXCEPTIONS '(Standard Coverage,Po.iicyExceptions): 01. a. Taxes or :assessments which are:, not shoo/Il" as' existing liens by the records of any taxing authority that levies' t~xes or . . ' . ,J assessments o.n'real property or by the public records. . D Proceedings by a public agency which may result iA taxes or' assessments, or notices of such proceedings~ wh~t~er or.no~ shown by the records of such agency, or by the public records. , ' I 1 Easements, liens, encumbrances, interests or clai~s thereof which are not shown by the public records. b. 02. a. b. Any facts, . the public inspection possessio.n rights, interests records but which of the land or by hereof. or claims which are not shown l' could be ascertained I:by an making inquiry of pe~sons in by I: j! No. l~abil.ity is assumed hereunder until pOlicy has been issued and full policy premium has been 'paid, I: 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 I ' .- I' Ii Ii I' ~RE.SUBMITTAL REC'D MAR 2 7 ZOOS continued- ,Gur'No: CT-239138 Page: 2 Ii , II : I, . ,-:(". ',:b', ::1,'- ~'; ~~ 03. " I, Discrepancies ,_~ conflicts__.-in. boundary.: lines, ,short~ge in' area, , . u .. __ 0" . - .. - r ez::1croachments I' or..,any. other",facts which a correct I) survey would . ., -, ~ ' . . 1\ disclose, and,which are not shown by the public records. I' ' I: 04. a, Unpatented'mining claims; I' I ' , in patents or in Acts ftuthorizing , Ii Ii under, (a), (b), or (c) , 1" , ,'I ' labor or materials by law!land not' , I: I: I' 06, Taxes, Account No, 0331S44, Assessor's Map No. ' 17 03 36 3 1, #7401, Code 19-00, 2002-2003, in the amount Of{$2'178.9S, ,DUE'PLUS INTER~",ST' , '2003-2004, in the amount of $2.39S.11, NOW ,DUE AND PAYABLE. , , , " , I 07. Easement, including the terms and provisions thereof, granted City of Springfield, by instrument recorded September 11, 1947, ,Book 3S3, iipage 509, Lane County Oregon Deed Records. ' 1:' b. Reservations or' excep~iotis the issuance thereof; , c. Wat:er rights',. 'c,.lai~s or. title' to wate;;; , , whether or not the matters excepted are shown by ,the,pubiic records., os. Any lien or right to a lien, for services, heretofore or hereafter furnished,'imposed 'shown by the public records. SPECIAL EXCEPTIONS: ,,' 08. Easement, including the terms and provisions thereof, granted City of I! Springfield, by instrument recorded April 25, 1'949, Book 394, Page, 367,' Lane County Oregon Deed, Records, 1: . v 09. Easement, including the terms and pro~~s~ons there~f, gran~ed City of . 'Springfield, by instrument recorded November 10, 19S5, Reception No. ,79040S. Lane County Official Records. NOTE: To the b~st'of our knowledge the address of'the herein des~ribed premi~es is: '1815 Main Street Springfield, OR' 97477 Ii OCT~BER 27, JUDGMENT SEARCH has been made against KIT WAH CHAN, and as of 2003" we find none. continued- " I' i: I: " PRE.SUBMIlTAL REC'O MAR 2 7 2009 "1' I r I' I I " I, "Dur'No: CT-239138, 'page: 3 No liability is assumed hereunder until policy has been issued and full policy premium has been paid.' mdb/ritle Officer: Jim Higgins cc: Charles 'Lynch Real Estate ATTN: Gary'Jastad 420 West 13th Ave. Eugene, OR 97401 Gary Nicholson Bernice Bennett Delores Runnells 31616 Village Center Westlake Village, CA Kit Wah Chan ' 222 'MLK, Jr'. Blvd., Eugene, OR 97401 Rd. 913 61 Very truly yours, , " CASCADE TITLE CO. &BYO '~ ;zyL&~,."", , ]1 , . ,. ! Ii ii Ii h I, ,I II i; I' " I' I~ I' Ii Ii " I, " ~: . PRE.SUBMITTAl RECID MAR 2 72009 II I, I I' I,' I! ; Our' No: CT-239138 pag'e :' 4 PROPERTY DESCRIPTION "I', " Beginning at a point on the North line ~f the Issac B~iggs Donation Land Claim No., 83, Township 17 South ,of Range 3 West of the Willamette Me~idian, 3714,98 feet East of the Northwest corner thereof; thence South 154 feet, thence North 890 S7' East 209.00 feet; thence North ,154 feet ,to the s~id North line of Claim No. 83; thence South 890 S7; West 209.00 feet to the ~lace of beginning"inSection'35, Township 17 South, Range 3 West of th~ Willamette 'Meridian in Lane County, Oregon. I, I: Ii I I, 11 Ii I, Ii It I: I; I, II 11 I ! , , t . PRE.SUBMITTAl REC'D r ' ( - I' MAR 2 7 20119 I 'ASCADE 1IiLE,cu. . R:::OC i1--o3'-3~3{ ,1l-7M TITLE NO" ',239/138' , ESCROW NO, EU03 ~3682' TAX ACCT: NO,' 03315441113 ~OO~.I1D~~1 "'::'IIIIIIIIIIIIIIIHIIIIIIIIIIIIIIIIIII.HIIIIIIIIII ' $46,00 ., 005229572003011~25700501:ll? 12/0212003 09:'13:33 AM RPR-DEED Cnt:1 Sln=1 CASHIER 05 $25.00 $11.00 $10.00 Ii , I WARRANTY DEED -- STATUTORY FORM it , " ' ~ec-e. 10-- .1 GARY L. NICHOLSON, DELORIS EILEEN RUNNELLS anc4"",;"na) EVELYN 1: BENNETT, Grantor, . !! I; II ',:,. . -:7:.,Dlv'ision .ofChief Deputy JrClerk lane;C~unly'Deeds and Records " .IEi CASCADE TITI..E CO. , , conveys and warrants to, 'i !I Ii . "I: the following described real property free of encumbrances except ,as specifically set forth herein: :i \ Beginning at a point on the N~rth line of the Issac Briggs D~nation Land Claim ' No. 83, Township 17 South ot' Range 3 V1est"of the Willamette i,Meridian, 3714.98 feet East ,of the North\....rest corner. thereof; ,. thence" South, 154 I-feet, thence North 890 S7' .East 209,00 feet; thence North 154 feet to th~' said North line of Claim No. 83;, tnenc" cSoutl} 890 57::'!ij'\'W~' ~?~!.i9,O i ~eet!1;o ~!:,e,p'+~C<1 of ' beginning I in Section 3,~" Township 17 1S;O:}li~r:'~: ~~~~~.!~' ..w<~s~,: of lithe W~llamette Meridian in Lane"County,- Oregon. ;;:':~-':-"~'_."""'~"'l. '",'... 1: I! " , " '"I', THIS INSTRUMENT WILL NOT ALLOW USE OF THE PRpPERjp"; ,DEeflRIBE~:,~N T~,IS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS'AND"REGULATIONS. BEFORE SIGNING OR " ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO ,THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE din OR' COUNTY PLANNING' DEPARMENT' TO VERr'FY APPROVED ' . . v USES AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS, 3'o.93ci'~L ,,: ::' .... '..., ,-:u:~W"..L:i ;,d';.;;.~L>c.:~.!!}.~:C:_'L':\':"; i1 miSDEED IS SIGNED, lNC';~.\L.,...pART AND IS DEEMIID TO' BE ONE IN THE SAME. . - '. ")1 KIT WAH CHAN and KAREN L. CHAN, husband and wife, 'Grantee, ' Except the following encumbrances: Covenants. Conditions, Restrictions and Easements of record, ........ ..... ..:l~.;t,::,':ld (',;:'.1 ....'i ::e,-;:;ralil" The true consideration for ,this conveyance' is $135,000,00, Dated this biD day of I)IJ iJ4.n<v~,;" ').005.; ""..' 'S' ':1' . :i:, I., . ",'"," GARY, L." NICHOLSQN, ( ,', ,;.:, :' i1:': - l' ';":"-.-11::, P,'i '~q"" "~I: Ii" DELORIS EILEEN'RUNNELLS' ,;,;,~~~ , ' " " "(~!,n:.:';)},J;<\IELYN:~BEl!NE::rr" ' '" :,1).~rllleci~'\-;~h;--,'~' :'Ct.' :...: , .. . ',-, ~~::'.''{ .:f:.' .'. !'S?.; .... STATE OF CALIFORNIA County of )ss I' ,I i:PRE-SUBMITTAL REC'O i:MAR 2 7 2009, " i( " !I '... : l:>: ~',I: j ':) .' by This instrument. was GARY L -'- NH'H()LSON ,- acknowledged before:me on I; DEWRIS :;TLEEN RUNNELLS and~, EVEL~ . . ~ ,I 2~ BENNETT ,', ~ Notary ~ublic My commission ',...";,:.'1" . .:','-.. . for 'Walifornia expires: , " " " I ' Until a change is requ~sted all tax statements shaLl' be I:, . sent to the following address: ..* SAME AS GRANTEE ... II I) After recording, return I' to: 'CASCllJJETITLE (:0, i 8U ':IIL~ETTE , EUGENE, OR 97401 GARY L, NICHOLSON 2150 BRIDGEWAY DRIVE EUGENE, OR 97401 GRANTOR'S NAME AND ADDRESS KIT WAR CHAN :'-. '1 f I fI1 u4 OW 1/ i -fJuJ 0 Y' EUGENE, OR 9740~ GRANTEE'S NAME AND ADDRESS _,,"-,"-' r ,,;,', /"-- "1,1 ~ II " Phone: (541) 726-3753 II Fax: (541) 736-1021 , , . 1; .', . ,I . , , I'. . STORMW A TERMANAGEMENT SYSTEM SCOPE q))F WORK , ' PUBLIC WORKS DEPARTMENT I Engineering Division Y;'~~J~gtlf;!~ ' ,SprmlJfie! ;">^,,,~:d%:__..~,,'.~.':'~ Project Name: Warehouse/Commerci al Assessors P:ucel #: .1 7.,03 -3 6-31- 7401 Land Use(s): Commun i tv' Comnierc i a 1 Project Size (Acres): b; 71 ac Area: 0.67 ac Applicant: , Date: Phone #: Fax#: Email: Kit & Kaieh Cha~ Harch 24, 2:009 343-4734 I: 343-4949 II I I I Project Description (include a copy of Assessor's map): Ii Improvmentsto an existing lot 'containing a forber car lot: Existing,imperious aieaO.52 ac. All existing ~mprovements to be removed. &cnew 11,boO Sq. Ft. buildirig W~~h 18,295,sq. ft~ of parking area; , II , I ,DrainageProposal(publicconnection(s), discl1ar~e location(~), etc, Attac~ additional Shee~(S) if necessary: '. J' 50% ,of non-rooftop dralnage wlll be.flltered atjth~ catch basin. 'at each side of ' the projectthroughContech single cartridge catch basins.' Storm drains will be connected tohhe, b~ck of an' existilg catch basin ,at thi south curb of Hai~ St; acrosL'from 18th St. , 1 . ProposedStormwater Best Management Pra_ctices: "., " ' Ii " The site is flat. Bio bags will be installed at existing catch basin on Hain St. 'A'm\Hch berm wtiJll be placedh perimeter of site. ' ' I A~~'1iYjlk}~ff,rlIii1fliifrffill~d.j~:ttf;y~th7iitlttflh~jl7l':rli~r,~ri?i:/lfiJ~~~li~1;f! Irbox1ff!EJietKllaJby)ift~~:'(jlr'J6flYl... . .' . =Ss}{etJj.t<-w fJilrlflb~rf8ff;&j)ilJ!ti/ffffhhri7tr;Jlf71j}Jt/Jit?1t:7fYt~ .,..,.-..">,<,.;.c.""",-".~,-,-,."*>,,_..,W,,,-,,,~~. ':_^:=-',:,:"",,,,,,,",,,=L,,=~,,:,,'.'fJ,,,;,,,,,,.-,_::. g^,!':..,~9"l'J!.,., . , . . ~ IDrainal!'e Studv T~De ffiDSPM Section 4, ~03.2): (Note. UHmav be substituted for ~ationaIMethOd) , D ' Small Site Study - (use Rational Method for calculations) , ,'", ' , D Mid-Level Development Study - (use Unii Hydrograph Method for calculations) , I D, Full Drainage Development Study - (us~ Unit Hydrograph Method for calculations) Environmental Considerations: o Wellhead Zone: D WetlandlRipa~ian: DSbil Type: , ' Downstream Analvsis: D NIA D Flow line for starting water'surface elevation: o DesignHGL to use for starting water surface elevation: D Manhole/Jun'ction to take analysis to: D Hillside Development: ", , D Floodway/Floodplain: D Other Jurisdictions: I I I' I, , . , ' " , I Return to Matt Stouder (iiJ City of Springfield, email: mstouder(iiJci.springfield.or.us,IFAX: (541) 736-1021 , ) , , ' Ii PRE.SUBMITTAl REC'D ~I : :i MAR 2.7 2009 9 of 10 Revised 1/1/0B Molly Markarian , ' COMPLETE STUDY ITEMS ,~ ". . * Based upon the information provided on the front of this sheet, the following represents a minimum_a/what ii needed/or an apP!iqation to be complete for submittC;l1 with respect to drainage; however; this list should nor be used in~:lif!u of the Springfield Development Code (SDC) or the City's Engineering Design Manual, Compliance with these requirements does not constitute site approval; Additional site specific itiformation may be required, Note: Upon scoping sheet submittal, ens~re completed/arm has been signed in the space provided below: ' , ," I; Interim Design Standardstwater QualitY (EDSPM Chapter 3) .~~~ , ,i. o 0 AII,non-building rooftop (NBR) imperviou; surfaces shall be pre-treated (e,g, multi-chamber~d catchbasin ~/oil 'filtration media) for stormwaterquality, Additionally, a minimum of 50% of the NBRimperi\ious surface shall be , treated by vegetated methods, " , ' " " Ii ' .0 D_ Where required, veg~tative stonnwater design shall be consistent with interim design standards'(EDSPM Secti,on 3.02), set forth by the BureauofEnvironmental Services (BES) or Clean Water Services (CWS), j! ' 0,0 -For new NBR imp'erVious area less than 15,000 square feet, a simplified design approach may be followed as specified by the BES for vegetativetreaiment ' '" 1;', ' o D if asto~water treatment swale is proposed, subrrl'it calculations/specifications for sizing, velo'bty, flow, side slopes, bottom sl~p~, and s~~d. mix c,onsist,ent ~ith eit~er' BES or CWS: requirel1!ents. (I:; o 0 Water QualIty calculahons as reqUIred m SectIOn 3,03,1 of the EDSPM ' , ' : ' o '0 All building rooftop mounted equipment, or other fluid containing 'equipme~t located outside 6fthe building', shall be provided with secondary, containm~nt o~ weather resistant enclosure. ' ~I GeneralStudy'Requirements (EDSPMSection'4.03) 'C'" " " it D 0 Drai.nage study prepared by a Professional Civil Engineer licensed in the state of Oregon. .' j! ,0 '0 'A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological stUdy map, ' o . 0 Calculations showing system 'capacity for a 2-ye'ar sto~ e~ent and overflow effects qf a 25-y~~r stonn event. , 0 0 The time 'of concentration (Tc) shall be determined using a 10 minute start time for developed 'basins, , '. . , . ' ,'~ ' . .. . ".' F . ReVIew of Downstream System (EDSPM Sechon 4;03.4.C) " Ii' " ' o 0 A downstream drainage analysis as described in EDSPM Section 4,03.4.G. On"site drainage shall be governed by. the , OregonPlumbing Specialty Code (apse).' ," " .. " , , I" " , 0' 0 'Elevations of the HGL and 'flow lines'for both city and povate systems where applicable, i Ii , Design of Storm Systems (EDSPM Section 4.04) I' .0 0 Flo~ lines, slopes, rim elevations, pipe type, and sizes clearly indicated on the'pian set.,!~ : . ' o . D. Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches.'for plain concrete aria plastic pipe materials, " , or proper engineering calculations shall be provided when less, 'The cover shall be sufficient ti, support an 80,000 lb " "', ,', load without failure of tlie pipe structure,', ' , ' I," , , O"1iO Manning'; "n" ,values for pipes shaUbe ~onsistent with Table 4-1 of the EDSP, All storm pip~s shall be designed to '"" achieve a minimum velocity of three (3) feet pei second at 0.5 pipe full based on Table 4-1 as (yelL , . , '. ~ OtherlMisc " . . '.' . I; . o 0: Existing and pwpo;~d contours, locateil at o~e foot intervaL Include spot el~vations and'site grades showing ho"; site :. drains. . . '\ . o .' 0 Private stormwater easements shall be cI~arly depicted on plans whe~ private storm water 'flow~ from one property to another '" " : " , II , o _ 0 Diywells shall not receive runoff from any surface wlo being treated by one' or more BMPs, with the exception.of residential building roofs (EDSP Section 3,03.4,A), Additional provisions apply to this as reqhired by theDEQ, Refer . to the website: www.dea.st~te.or.us/wo/llroundwa/uichome.h~m for,mor~ infonnatio~." , 11 o 0 Detention ponds shll be designed to limit runofftopre-development.mtes for the 2 through 25-year storm events , ' I ' *Thisform shall be.lncluded as an ati"achment,}nside thefront c.over, 'ofthe storm~ater study 1\ 'As the, engineer of record, 1 hereby certify the above required items are complete and included with the svbmitted 'stormwater study and plan set , ' ' " , , " ' ", < Ii , ' , , , I Signature: Date: ' I, ' I: P~t.Sl:l8MfffAl ~re'D I ' I MAR 2,7 2009 'Revised 1/1/08 Molly Markarian 10 of 10 GEOMAX, INC. 806 N, Ninth SI. Cottage Grove, OR 97424 541,942,0126 STORM RUNOFF Based on Drainage Areas Area 1 Gross Drainage: W. Parking Lot Drainage area Time of Concentration 2 yr Event F'ercent of impervious area Runoff Coefficient Runoff Area 2 ' Gross Drainage: W, Side Bldg Drainage area Time of Concentration 2 yr Event Percent of impervious area,' Runoff Coefficient Runoff Area 3 Gross Drainage: E. Parking Lot -Drainage area Time of Concentration 2 yr event Percent of impervious area Runoff Coefficient Runoff Area '4 Gros's Drainage: E. Side Bldg Drainage area Time of Concentration , 2 yr Event . Percent of impervious area Runoff Coefficient Runoff Area 5 Gross Drainage: Front Drainage area Time of Concentration 2 yr Event Percent of impervious area Runoff Coefficient Runoff Combined Parking runoff, Combined Roof runoff -Total Combined runoff 1182 runoff ,CHAN 1815 Main 51. Springfield, OR , s.t, ?cres hr. in.lhr. % c Q=cfs s.t. acres hr. in, % c Q=cfs ,s.t. acres hr. in. % c Q=cfs s.t. acres hr. in. % c Q=cfs s.t, acres hr,' in. % c Q=cfs cfs cfs cfs 7795 calc' 24 1.3 100 0,9 galc I 5500 calc 24 1.3 100 0,9 calc 7795 calc 24 1.3 100 0,9 calc 5500 calc I 24 I 1.3 I 100 I 0,9 calc 2705 calc 24 1,3 ,100 0.9 calc 7795 , 0.18 24 1.3 I' 1 0,9 0.20937 5500. 0,13 24 1,3 1 I 0,9 0,14773 7795 0,18 24 1,3 1 0:9 0,20937 5500 0,13 24 1.3 1 0,9 0,14773 2705 0,06 24 1.3 1 I 0.9 , 0.07265 0.49139 0.29545 0,79 w Light Industrial Light Industrial Light Industrial Light Industrial Light Industrial , Total imp, 3/24/2009 I: 'I I: I: Ii .Ii Ii I: I Ii Ii I: I: if I Ii I' Ii Ii I 'i " I' I I, I 0,67 ac 29295 :~.f, 1r I I ' ' . f PRE.SUBMirrAL REC'O II 1 MAR 2 7 2009 I: " ric GEOMAX, INC. ' 806 N, Ninth SI. , Cottage Grove, OR 97424 541,942,0126 TREATMENT VOLUME Based on Drainage Areas Area 1 , Gross Drainage: W. Parking Lot' , Drainage area , Time of Concentration 2 yr Event Percent of impervious area Runoff Coefficient, Runoff Area 2 Gross Drainage: W, Side Bldg Drainage area Time of Concentration 2 yr Event Percent of impervious area Runoff Coefficient Runoff Area 3 Gross Drainage: E, Parking Lot " Drainage area Time of Concentration 2 yr event Percent of impervious area Runoff Coefficient Runoff, Area 4 ' Gross Drainage: E. Side Bldg Drainage area 'Time of Concentration 2 yr Event . Per"cent of impervious area ,Runoff Coefficient Runoff Area'S Gross Drainage: Front ' Drainage area , Time of Concentration 2 yr Event Percent of impervious area Runoff Coefficient Runoff Combined Parking runoff 1182 runoff CHAN 1815 Main St. Springfield, OR sJ, , acres hr. in.lhr. % c Q=cfs ' sJ, acres hr. in. % c Q=cfs , sJ, acres hr. in. % c Q=cfs sJ, acres hr. in. % c Q=cfs sJ, acres hr, in. %, c , Q=cfs cfs 7795 calc 24 0,25 100 0.9 calc 5500 calc , 24 0,25, 100 , 0,9 calc 7795 calc I 24 I 0.25 'I 100 I 0.9 calc 5500 calc I 24 I 0,25 I ' 100 I ,0,9 calc 2705 calc I ,24 I 0.25 I' 100 I 0,9 calc 7795 0.18 24 0,25 1 I 0,9 0:04026 5500 0,13 24 0,25 1 I 0,9' 0,02841 7795 0.18 I 24 I' 0,25 I' '1 I ,0,9 0.04026 5500. 0,13 I 24 I 0,25 I 1 I 0.9 0,02841 2705 0.06 24 0,25 1 0,9 0.01397 0,0945 Light Industrial Light Industrial Light Industrial Light Industrial Light Industrial 3/24/2009 1! .' I: Ii ,\ Ii t Ii " I: I[ I' I " " I: PRE.SUBMITTAl REC'O I' I II MAR 2 '7 2009 rlc Pipe Flow Table Type of Pipe PVC Mannings Ii 0.011 Given S (ft/fl) 0.0040 Pipe Size (in.) 4, 6 8 10 12 15 18 24 v (fps) , " 1.634441628 ' 2.141724415 . 2.594514359 3.01066722 3.39977559 3.945090104 4.45496631 5.396807348 Q (cfs) , 0.1426319 0.4205266 0.9056564 1,6420642 2.670177 5 4.8413539 7.8725753 16.95457 'f6~ ~:n.~\.\D PRE.SUBMITTAL REC'O '! '. MAR 27 2009, ~,' VI $ I 1'-101/2" -- 5'-3" I" '2'-41/2"- J. _ -3" -, 1 -:-a=: X . (~~~~~, .:- ~,~ (--=-'. I 2'-2,1/2,"1 . . ,......---, 1/2' PVC WEIR /' ~, '~ - A\.. ~" \J7 .. , "-- 4"11> CLEAN OUT WlTH PLUG --.J-' , " "-- ;/2' FVC BAffLE 2'-3 1/2" I . a . '" -- . .. ~ ~ 1-CARTRIDGE CATCHBASIN - PLAN VIEW CJ) 8" I 1',""]- .."': G' I: " -~...". · -J I I~~ . ,":. ) 1'3/4" '1' , .1 ,~ ' PRE SUBMITTAL REeD MAR 2 ,7 2009 ' fJ 'H -~-~.~t I ,.~ ~I, T~~; ~ '" 1'-03/4" .- L'. ~ 7L ,'.' ' . 31/4"- ' 2 1/2"J ' ...... '1 //~.......\ :. '-1/2' F'VCMIR I~'\"""".' \ I ,... ,__ ',; '-,/2'PVCBAffLE , , -4t '- 4"11> CLEAN OUT , WITH PlUG ::~ ,I , ,.... ' ..... -:" .... ;;, 1,-CARTRIDGE CATCHBASIN "SECTION VIEW G) . THE 5TORMWATER, MANAGEMENT , . 5tormFIIt;erotl u.s. PATENT No. 5,322,629. No. 5,707.527. No, 6,027,639 No. 6,649,048, No. 5.624,576, AND OTHER U:S. AND FOREiGN PATENTS PENDING i020Ot3 CONTECH Stormwater Solutions , ~~I~"'.. ....~U~ ~~~;'!! i ;;~= ! STORMWATER .... ~L(JTIONS_ , , CONCRETE CATCHBASIN STORMFIL TER PLAN AND SECTION VIEWS 1 CARTRIDGE UNIT - STANDARD DETAIL IORAWING 1 conted1stormwaler.com I DATE:10f26J05 I SCALE: NONE I FILE NAME: CBSF1-C-OTL 1/3 I DRAWN: MJW I CHECKED: ARG , 1l . t~ .1 " -f:' I' " ',' . '. 1-CARTRIDGE CATCHBASIN - SECTION VIEW f8\ \V I I I I \. 'r lI,m,,'" U1, '''I r ~. . . ' 1 I ..'Itl" : ' .; " - 1'-63/4' I 33" TO 35" (275' TO 2:9') . =~ " , " 1/ \. :. ..: . .... .,,' ..... ~.~ Q .' '. . .. ...... '. ... - ~..~ ~, .. 0" \ OUTlET "'PE ': 1-CARTRIDGE CATCHBASIN - SECTION VIEW fC\ \V 4:>2006 CONTECH Stormwater Solutions , ~~I~IU...r~U" '!.::;\'~~iil'" i ;;~= II! ~ORMWATE~ " -------SOLUTlONS_ contechslormwater .com , PRE.SUBMITTAl REC'O MAR 27 2009 THE STORMWATER MANAGEMENT StormFllter@ U:5. PATENT No. 5.322.629., No. 5.707:527. No, 6,027,639 No. 6,649,048, No. 5,624.576, AND OTHER U.5, AND FOREIGN PA,n:NT5 PENDING DRAWING CONCRETE CATCHBASIN STORMFllTER SECTION VIEWS ' 1 CARTRIDGE UNIT - STANDARD DETAil I DATE: 10/26105 15CALE:NONE' I FILE NAME:CBSF1-C-Dn 2 , 213 I DRAWN: MJW I CHECKED: ARG , GENERAL NOTES I) 5TORMFILTER BY CONTECH 5TORMWATER 5OLUTION5; FORTLAND, OR (800) 548-4GG7; 5CARBOROUGH, ME (877) 907-8G7G; LINTHICUM, MD (8GG) 740~3318, ' 2) FILTERS TO BE 5IFHON-ACTUATED AND 5ELF-CLEANING, 5TANDARD DETAIL 5HOWS MAXIMUM NUMBER OF CARTRlDGE5, EXACT , NUMBER REQUIRED TO BE 5FECIFIED ON 51TE FLANS, 3) INLET AND OUTLET FIFES TO BE GROUTED INTO HOLES FROVIDED, JOINTS TO BE WATER-TIGfn, , 4) 5TORMFILTER REQUIRES BETWEEN2,7S' AND 2,9' OF DROF FROM RIM TO OUTLET, INLET (IF AFFLlCABLE) AND OUTLET FIF1NG TO BE SFECIFIED BY ENGINEER AND FROVIDED BY CONTRACTOR, FIFE5 TO BE GROUTED INTO FROVIDED CORING5BY CONTRACTOR" ' 5) ALL'STORMFILTERS REQUIRE REGULAR MAINTENANCE, REFER TO OFERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION, ' " I CARTRIDGE CONCRETE CATCH BASIN STORMFILTER DATA' STRLlCTURE ID xxx WATER QUALITY FLOW RATE (efs) X,XX FEAK FLOW RATE (< I efsl ' X,xX RETURN FERIOD OF FEAK FLOW (yrsl XXX CARTRIDGE FLOW RATE (15 OR 7.5 oom) XX MEDIA TYPE (CSF. FERLlTE, ZFGI XXXXX RIM ELEVATION 'XXX,XX I ' FIFE DATA, II.E' I 'MATERIAL I'D1AMETERi INLET XXX,XX' XXX XX" OUTLET XXX ,XX' XXX XXX CONFIGURATION OUTLET , ' ~ 101 INLET OPTIONS (AVAILABLE AT EXTRA COST), o HOLE FOR OUTLET STU'B OTHER THAN I 2" o CLEAN'OUT IN WEIR OTHER THAN 4" o CORED HOLE FOR INLET FIFE o DEEF OUTLET CORING ' ' o OTHER,XXX ~, , -1'8, ,"-8"- 3' ~'~.":"~:"':'~--=-~;~4.;~~~ ' PRE.SUBMITTAl RE C'D " MAR 27 2009 1-CARTRIDGE CATCHBASIN - TOP VIEW G) , @2006 CONTECH Stormwater Solutions . .' THE 5TOR/vtWATER MANAGEMENT , 5tormFI!~ U,S, PATENT No, S,322,G29. No, 5,707,527, No, 6,027,639 No, G,649,048, No, 5,624,576, AND OTHER U,S, AND FORf!GN PATENTS PENDING ~~I~u..r~u~ ~~~ii" ii ...,,= ! STORMWATER .... ~LUTlbNS_ CONCRETE CATCHBASIN STORMFILTER TOP VIEW, DATA AND NOTES 1 CARTRIDGE UNIT - STANDARD DETAIL JRAWING 3 conlecl1stormwaler,com I DATE: 10126105 "I 5CALE:NONE I FILE NAME: CBSF1-G-on 3~ I DRAWN: MJW I cHECKED:ARG 'it 4JTHDN/A L/GHT/NO" - ' FEATURES & SPECIFICATIONS INTENDED USE Ideal for mounting. above entryways and loading docks, ,CONSTRUCTION Ru.gged, corrosion-resistant die-cast aluminum back housing and hinged door frame, Castings are sealed with a one-piece gasket to inhibit the entra-nee ,of external contaminants. Lens is thermal- and shock-resistant _clear tempered glass, Finish'is bronze polyester powder paint for lasting durability, ELECTRICAL SYSTEM HIO: Ballast is high-reactance, high-power-factor for 70-15OW, Ballast is cop- per-wound and' 100% factory-tested. Socket:' Medium-base 'socket, nickel-plated screw shelf and center contact. OPTICAL SYSTEM Anodized aluminum reflector, provides IEScutoff. distribution. Optional full cutoff visor available. : Medium-bas~ lamp included in carton. INSTALLATION Housing is configured for mounting directly over a" standard 4" outlet box or for surface wiring via any of three convenient 3/4" threaded conduit entry hubs. LISTING Ullisted to US and Canadian safety standards (see Options), Suitable for. wet locations (250C maximum ambient temperature), Specifications subject to change without notice: Icatalog Number INotes IType Cutoff Wall Packs ~ TWR1C HIGH PRESSURESODIUM 70-150W METAL HALIDE 70-150W Specifications Height 10,114 126,4/1001 Width: 13133'2f100J , Depth: 8,15132 121,5/10) Weight: lM51bw 7,46kg v All dimensions shown in inches (cm) unless otherwise noted. Weightascollfigured in example below. . NIGIfITlME'" , "FRIENDLY . Consistentwlth LEED~ goals c\.GreenG!llbes'"crileria lcr light pollution reduction TWR1C .' ,Hioh oressllrR sodium 70S 100S 150S Metal halide' 70M 100M J 150M 9Ptions ShioD9d installed in fixture CSA Usted and labeled to comply with . Canadian Standards PE" Photoelectric cell, button type2 ShinnAd SAnaratAlVi FeV Full cutoff visor WG 'Wireguard ORDERING INFORMATION For shortest lead tim.s'-configure product using slan'dard,oplions (shown in bold). Example: TWR1C 100M TB LPI I LPI I I, lamp', LPI Lamp included.s standard TWR1C I Series Wattage Voltage 120 TB' NOTES, 1 Optional multi-tap ballast (120, 208, 240, 277V), In Canada 120, 2n, 347V; ships as 1201341, 2 Available with 115M, 120V only. Consult factory for other voltages}wattages availability, 3" May ~e.ordered as an accessory, 4 Must be specified, DuldoDr PRE.SUBMITTAL REC'O MAR 2 7 l009 Accesson.es Order as separate catalog number. TWR1CWG Wireguard TWR1C FCV Full cutoff visor Sheel #: TWRl C'S-M BM-515 TWR1C High Pressure Sodium/Metal Halide Cutoff-Wall Pack TWR1 C 70S TESlNO: LTL12140 'ISOlLLUMINANC(,LOT(FQot~ndI81 ~- ../ ,.) ) .-/.. ~1.5 ,~ l. ~../O,5 --,,r .J" , .r -, 70W high pressure sodium lamp Footcandleyalues based 01)10' mounting height. 6300 rated rumens lumina Ire Efficiency: 70.3% TWR1 C 70M TEST NO:LTL12142 ISOILLUMINANCE PLOT (Footcandle) )\ :::-- ~Or5 ./"1 I o 1 2" 3 4 70W metal halide lamp FootcllndJovatues based on 10' mounting height, 5200 rated lumens. Luminaire Efficiency: 69.0% ~ -1 ~ . o at , o > , ~ . ~ " . u . ~ 315 -2 ~ : ~ .1 ~ ~ z O~ ~ o ~ ~ o ~ ~ Z 2 ~ " ~ 3~ ~ ~ ~ Q 4 5 TWR1C 100S TESTNO: LTL12165' ISOILLUMINANCEPLOT rFoOtCandlel ~ -~.1~ . o " '~ ~ , ~ " . ~ , . ~ 3~ 100Whigtipressuresodiumlamp, Footcandlevaluesbasedonl0' mounting height, 9500 rated lumens, LuminaireEfficiency:70,3% TWR1C 100M TEST NO:LTL12166 ISOILLUMINANCEPLOT (FoottIlndloJ I I -:;::;.'" '" I _/ ~,;, =-+/l I '100Wmetalhalidelamp, Footcandle values based on 10' mciuntingheight,a600retedlumens, Luminaire Effic1ency:69.0%, f.IJ L/THDN/A .lJGH77NG~ - An~cuityBrandsCompany Sheet#:TWR1C-S-M @2004AcuityBrandsLighting,lnc., 12/18/08 ~ ,1 a" w r 2 "~ o o . , ~ ~ z . 0 " ~ . ~ " '" TWR1 C ' 150S . TEST NO:LTL12138 ISOlLWMINANCE Pl,or (Footcandlel I ~\~ t 5 -",' 2,5' , =-- /' :::::: /' 0.5 o,~; -::~ 1 2 3 150W high pressLir~ sodium lamp Footcandlevalues bas~d'onl0' mounting height, 15800 rated lumens. LuminajreEfficiencv:66,9~o ,2 ~ ~ ~ -1 ~ ~ z o ~ ~ o ~ ~ o ~ ~ Z 2~ ~ 3 ~ ~ i5 4 PRE~SUBMITTAl REC'O MAR 2 7 2009 lithoni.lighting OutdODr Lighting Onli, Lithonia Way, Conyers, GA 30012 Phona:770-922,9OQO Fax:770-91B'1209 wwW-.Iithonia,com 7 6 . i 21' I (:;:::~;1;i J~ I 30' I V:;/;;;0';%1 J-\.. 5 ,4 3 2 ~ A '::'-";'0.:0- I 24' 1 V;::;m J-\.. ~ r ~'/"--://///! 1'/'//////1 r 30' I B 1 21' I' ~;:-0 J"\. o , r i::Z::::::;' -~ 40'. . " In 1 ~~ J "\.. 112' 1 @ .1"- , -I ,/ .J EX. 32' CURB CUT TO BE REMOVED ,... r . I . Itl fj e .. I t c / / / j/;'//(/lr, I 21'. I' D r . It IlII "'1 ; ... , 30' f \. /////// .., V///;y//J - -.I "- 12:,' , , i' Iv , .1 i 1 1 25' I ~;-~ .1'- ~8~. b ^ >< ,_ _1 fEx..'~Iili1tl ' ~v',~-- ~ ~ r 10450, eo -,~ 0- ~~,. 345' ~~ ~ ..0' 0- o a- d)- EX BUILDING TO BE REMOVED / E N 89051 E 115',,1 111' ,I 1 20' 1 r-i0,(1 ~/J W~~ .I "- .J 2~55 "- 1 n 1 r:;;;;;;;~J .J"- , PROP05ED32' CURB CUT r EX, 30 CURB 'CUT TO BE REMOVED ~ r (/;~/.~/ / /;~ I 35' I ~ ~ 104.50' "\.~ 345' Q, d)' , ~ "" '3 . ~ExI5TING 8DARJMAR' o o d) i~ i .. ' .0 20~.0' '..' " . I PRCJPo5EIj 6UILDINa: ' WAREHou5E Cv, " 1~;AL SALES . NO EX8TRUC1lJRE5 TO 'BE RETAINED' F I" i !' . It IlII "I a; ... I 30, i ,-r~f://-1;:j ./. '\;,.J "- "~L 1 ~ tq E-. ~ ~ I SCALE: 1."~60' o "- \' i ~. OWNER KIM 4 "AREN Cl-1AN ADDRESS: 1815 MAIN 5T. . 5PR1NG,FIELD, OR MAp: Il~03':36- 31 LOT: 1401 1 n 1 ~;//iI..:. .J~ WAREI--IOUSE CGMMERCIAL SALES REQUIRED PARKING' 1/000 So. FT, REQUIRED NO. OF SPACES' .14 DESIGN NO. OF SPACES, 32 PRE.SUBMITTAL RECIO . MAR 2'7 2009 ' G H , I J 7 ~ :, E ,', - ...;---- - ----- : '~"i'~ ~~~ z a~N "g :iI~~. 'E~! -I~i~ ~t1 , "' ~ "'8:< If ~m~ i",.'i!1 . 5 , ~~ " 6 E-< Z I'il ::::Sz g,~ ~~ I'ilU :> I'il Q 4 o Z >-< E-< E-< >-< ;:;;: ~ J:i1 'il. rn rn ~ U U ~ 3 '002.1' . LL 1'1-0136-31-1401 I 1 L/o~-'- _:~_.J I Z r.:I .0::: ~ E-< o ~ R08 r.:I;:;;: rn..... o~ P-. o f'lo< il. ~ ~ J ~ r j PAre 2/13/09 0E5"'"", RLG. 0iECKED ElY RD.R F1l:ENO, 99119DI.l.IG' FRD-ECT NO. 1-182 ,""",NO, E I K