HomeMy WebLinkAboutApplication APPLICANT 4/18/2008
APR 1 8 2008
City of Springfield
. Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Pia n Review
Date Received:
Original Submittal
pplicati'on Type (Applicant: check one)
Site Plan Review Pre-Submittal: 0 Major Site Plan Modification Pre-Submittal:
Site Plan Review Submittal: ~ Ma"or Site Plan Modification Submittal:
Phone:
Applicant Name:
Company:
Address:
I
/7-i/
11.. /!;~ ~
Fax:
~frfJe+ ClA..1~ OR 9;2(',/.':;6"'
./
Applicant's Rep.:
Company:
Address:
Phone:
Fax:
Property Owner:
Company:
Address:
;1/ I L~
!:ha. I) ~
-
Phone:
Fax:
~ ~/1'Y) " /
ASSESSOR'S MAP NO: /:t- -o..l..- 3 D TAX LOT NOeS):
Property Address: ~ (0 d b
W A-'" <21z Dc<- s <2
D~ r I1t fJ :-C
Acres 0
f1~ ;3
S fr~QI
Size of Property:
Proposed Name of Project:
Square Feet 0
Description of If you are filling In this form by hand, please attach your proposal deSCription to this application
Proposal:
Existing Use: lJ& r e-^-tJl.-Lj <2-
I New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf
Si natures: Please si nand rint our name and date in the a ro riate box on the next
Associated Applications:
Signs: {~ )J~c...d1~
. /
Pre-Sub Case NO.:~rL '7/5b'b - ECC:tt Date: Reviewed by:
Case No.: (:) (( C '?~ - (j1)30 Date: L/ / I ~ / cf Reviewed by: ~
Application Fee: $ b ~ Z~. 00 Technical Fee: $ L.I/G. I c;" Postage Fee: $ / C)"C;-
TOTAL FEES: $ q') 'cl/1LI.)s PROJECT NUMBER: p~J Z-6D8- (j0Z\2 \
I}~;;c ~/ ~~J '}h'J-l~r'-",~-l;::i,,,o~~'i:~~ '{.0";:'-S:/-4'--, 1Ic- ,},,-;.-t-4~"~~~$~*-" '_"',,- ~ '" } j~ '1 ~("'~"'<;.."'~(, ~, .., t - ~,N _,_ x-_t __ .
ReVised 1/1/08 Molly Markarian
1 of 10
Owner Signatures
,-
This application form is used -for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process. An application without the Owner's original signature will not be accepted.
Pre-Submittal
The undersigned aCknowledges that the information In this application IS correct and accurate for scheduling of the
Pre- Submittal Meeting
Owner:
Date:
f0-/
Signature
Print
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on thiS application 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 will not be prOVided If not otherwise
contained within the submittal, and the City may begin processing the application With the information as
submitted. ThiS statement serves as written notice pursuant to the requirements of ORS 227 178 pertaining to a
complete application.
Owner:
IL~ ~-
SignatAur, A / /
IV I ' e/L ~/1~11f2<1
Print ---/
Date:
1-- It -og
Date Received:
APR 1 8 2008
Origfna'& StaumiilitL~,,,",,",,,~.=-,,=
ReVised 1/1/08 Molly Markarian
2 of 10
Site Plan Review Submittal Requirements Checklist
NOTE:
. ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal.
· If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
D
D
D
~
rr
@
~1
,-jo
Application fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal stages.
Site Plan Review Application form
Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken. The narrative should also include the proposed number of employees
and future expansion plans, if known.
Copy of the Deed
Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
Copy of the Site Plan Reduced to 8112"x 11", which will be mailed as part of the
required neighboring property notification packet.
Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility.
Three (3) Copies of the Stormwater Management System Study with Completed
Storm water Seoping Sheet Attached - The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
,
^ G]k Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
IV II - accordance with SDC 4.2-105 A.4. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general, a TIS must explain how the traffic from a given
development affects the transportation system in terms 'of safety, traffic operations,
access and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation policies and
objectives.
D Seven (7) Copies of the following Plan Sets for Pre-Submittal OR
Eighteen~)) Copies of the Following Plan Sets for Submittal
D All of the following plans must include the scale appropriate to the area involved and
sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
D All plan sets must be folded to 8V2" by 1F and bound by rubberlf?~n~l~eceived:
a. Site Assessment of Existing Conditions APR 1 8 2008
D Prepared by an Oregon licensed Landscape Architect or EngiQe.er ..
, ungmal Sub.mtt;:::,__
ReVIsed 1/1/08 Molly Markarian
4 of 10
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
C )f Springfield Official Receipt
Development Services Department
Public Works Department
RECEIPT #:
2200800000000000488
Date: 04/18/2008
Job/Journal Number DeSCriptIOn
DRC2008-00030 CTY SIte Plan ReVIew
DRC2008-00030 + 5% Technology Fee
DRC2008-00030 Postage Fee Type II - $ 155
Item Total:
Payments: Check Number AuthorizatIOn
Type of Payment PaId By ReceIved By Batch Number Number How Received
Check WASHINGTON MUTUAL tJ 93772 In Person
Check WASHINGTON MUTUAL 1] 93773 In Person
Cash NICK CHANEY tJ In Person
Payment Total:
Job/Journal Number DeSCription
DRC2008-00030 CTY SIte Plan ReVIew
DRC2008-00030 + 5% Technology Fee
DRC2008-00030 Postage Fee Type II - $ 155
Item Total:
Payments: Check Number AuthorizatIOn
Type of Payment Paid By Received By Batch Number Number How Received
Check WASHINGTON MUTUAL tJ 93772 In Person
Check WASHINGTON MUTUAL tJ 93773 In Person
Cash NICK CHANEY tJ In Person
Payment Total:
Job/Journal Number DeSCriptIOn
DRC2008-00030 CTY SIte Plan ReVIew
DRC2008-00030 + 5% Technology Fee
DRC2008-00030 Postage Fee Type II - $155
Item Total:
Payments: Check Number AuthorizatIOn
Type of Payment Paid By ReceIVed By Batch Number Number How Received
Check WASHINGTON MUTUAL tJ 93772 In Person
Check WASHINGTON MUTUAL tJ 93773 In Person
Cash NICK CHANEY tJ In Person
Payment Total:
Date Received:
APR 1 8 2008
original submittal
cRecemtl
Page 1 of I
3:12:54PM
Amount Due
8,323,00
416 15
155 00
$8,894.15
Amount Paid
$7,85765
$472 50
$564 00
$8,894.15
Amount Due
8,323 00
416 15
155 00
$8,894.15
Amount Paid
$7,85765
$472 50
$564 00
$8,894.15
Amount Due
8,323 00
416 15
I 55 00
$8,894.15
Amount PaId
$7,85765
$472 50
$564 00
$8,894.15
4/18/2008
MORTIER
ENGINEERING, p.e.
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
1245 PEARL STREET
EUGENE, OREGON 97401
PHONE (541) 484-9080. FAX (541) 484-6859
March 17,2008
Nick Channey
1159 Washmgton St.
Eugene, OR 97405
RE: 3626 Olympic St., Springfield, Map 17-02-30 TL 1903, Stormwater Management System Study,
WO#18728-TJM
As requested, a Stormwater Management System Study has been performed at the above noted address for the
proposed addition.
The soil at this site is 79 McBee according to "The Soil Survey of Lane County Area, Oregon"; issued Sept. 1987.
McBee has a percolation rate of 0 6-2.0 in/hr from the ground surface to 62 inches deep according to the
"Survey". A percolation rate of 0.5 inlhr was used for the attached calculatIOns It is proposed that a site specific
percolation test be performed once the basin design concept is approved by the City It IS antIcipated that the basin
could be downsized with the percolation test results. The winter high water table in this area is estimated to be 6
ft to 10ft based on records from the Oregon Water Resources Department web site. This site IS in a well head
protection zone with a travel time of 1-2 years. There are no special site features on this site and it is not in the
100 year flood plain. Approximately 180 cubic yards of excavation is currently proposed for the basin and less
than 50 cubic yards of cut/fill on the remainder of the site. It is proposed that the basin be constructed in phases
along with the buildings. The basin was designed so that length can be added as each building is installed with
minor modifications to the existing basin. The size and amount of excavating shown is for after aU phases are
complete. The existing structures are to remain.
Thank you for this opportunity to be of service. If you have questIOns regarding this report, please contact me at
484-9080.
Sincerely,
Date Received:
Bradley R. Myers, P .E.
TJM/tjm
APR 1 8 2008
Original Submittal
1/t
.I
02/29/2008 12:50 FAX 541 736 '~21
CITY OF~SPRINGFIELD PW
I4l 002
PUBLIC WORKS .I.!.c.rARTMENT I Engineering Division
Fax: (541) 736-1021 ,
STORMW ATER MANAGE~NT SYSTEM SCOPE OF WORK
--.
- (Ard below t/Ii.J lbt.e.fiJld DW b.1 Appl.,) -
. fPl-e n:1IIm fO Matt StaTJ.dtt @ ~ tJ/Sprtngfle14 Public WorM ElIgineering; Fax' "136-1021, Ph~Re #f. 736-1035.)
Project NllIIle: .ctiAM'" E ~M Applicant::t1rJyl'T "'d.AJ\ T 11 ~
Assessors Parcel #: . .l1::.O 1... - SO T U9 0-3 Date: :btb1J lag
LandUse(s): t+X' Qft:AVY 1~IOIlSTR.IAl\ _Phone#: .J:!.lf-~5'Z'6
Projeettiize(ACres): 1J.tl'+ Fu#: JtD:..*-~~51.. ,
~g~~~g~~~~~~;~-B~~5?-./\~,,!, y,,;. ".,,~j~~'~~~ l"J...,~~I.~,~~1i:~;..~1}~~~~~1.~~~_ "",.'
Project Description (Include a Copy of Assessor's map): .
AO~ 3 fJUIWJI~bS To EXI.6Tlk/t. Lnr F()A,. ~ T~IAL. DF If- eu(~ING?S'
I
Drainage Proposal (public connectinn(~)> disoharge location(a), etc. Attach additional. shee1(s) if !eaeQQ.I)':
tkJ&rlru- 'fe~e.iATen :ctJt:l~ "iRAi (dtJ BitS-IN ~ .4C(~Pi 5TORMWAi1:f( FP,JWl
NEW 8U/LDWc.. A-tJO ~t;~v A/JO ~XfST!~a" PAVS-AIlt'l{t .
:z: MAY fCAOf{JSE A DF,'( WEl..L FOR. 5~ME' rJ/J..'IJ)f}.J~ RaJ{- /tJF W,f""-EA
CJ\/!;;(U=.UIJJ PI/OF ~fM}/I QM5/f<J 1'0 OLVMP/~ ,s,At:t:;: I. _
Proposed Stonnwatel' Best Management Practices;
VEG~ArfD aA.Sl~J.
- fAretl hdsw this line fU/d ".Jir..JnL the Citv and Retvme.d fq the ADl1..1IMml-
V1t Q.1Tli"ll1lu~ QIl boxu t;heclced by the Cit)I on thefront tIIld bQck afthis shut jhaJl hQ suhr,4lled
,In,. r.m uppfic(l(i"" 1'1 Oft (!bmp~dJtf fOl" 4Nbmitial, aIIh.!n1gh dtIur ~lel1l3lMJ' bs 'Je~u.n ,.y.)
Drainage Stndv TvDa fEDSPM!.t. _1"", n 4.(12): (Note. VH msv be snbstituted for R!ttiolJa.~odl.
III Small Site Study - (use Rational Metbod for ealc11lat:l~). 1
o Mid..Level Devel''''Fsnt Study - (use Unit Hydrograph MethOd for-caJcu.ladcms) ;
o Full Drainage Development smdy - (use Unit Hydrograpb Method for calculations)
:Environmental Considerations: I
iii Wellhead Zone: ~-n... J:r~...l ~ II Hillside De\telopment: AJl A
III WetlandlRiparian: ~ . FloodwaylFloodplain: ....b.J;\
II Soil Type! ...,~. M:%u.. <>\\~{~ ~_ ,II Other Jurisdictions: _ N l,A
Dmynstream 4Jamis: . ,
. N/A
o Flow line for starting water surface elevation:
o Design HGL to use for starting water surface elevation:
o Manhole/Junction to take analysis to:
Return to M~tt~!buder (iil Citv of Sprimdi~~d, email: msto~~~~tl~.DS. FAX: (541) 73t;..1021
APR 1 8 2008
Revised 1/1/0#3 Molly Markarian
Original Submittal
9 of 10
.r
02/29/2008 12:50 FAX 541 736 .~21
CITY OF~SPRINGFIELD PW
~003
COMPLETE STUDY ITEMS l:'orOtrtQ1a.lU~~t5~
'" Based 7Ipon thB lrrlormalion pr(JIJilfiJ on thefront qfthh shut. the fo11t1Wlrrg represenlr Il m;...;.....nn afwMt is needed/or atl
application to be completl2.for mbmittal with rcspc~ to Jr~l/fU'tV1!N4r. thU liat showJ nut bflllSed in liau olthe Sprt1tgflelti
Dl1Velopmlnt CtJdB (SIX) (>>' t/18 City'3 &g/n,ering lJe.lfign Manual. Compliance with rhe9t requirements doe8 1201 connitufe site
apprl7VaJ; Additional~;Je specific irif'onnation may be. required. Not6: Upon scoping ~heet submittal, ensllT6 comp/.etedf01'l1l hag
beJm "gned 111 ths 8pile, provided f)etaw:
Interim Design StaGdardsIWater Quality (EDSPM Chapter 3) ,
~~~ ,
. 0 All non.-bu.iIding rooftop (N9,R) impervious surfaces shall be pre-treated (e.g. multi-cllllmbered catchbasin w/oil
filtration media) for StormWllte1" quaJjty. A.dditionally, a nrlnimum of 50% of tho NBR impcrvioU$ ~c :lhlln be;
tre8ted by vesetated methods. 1 '
11 0 Where required, vegetative stormwater desJgn sl1a11 be consistent with :..~.... :... design ~dards (EDSPM SeWon 3.02).
set fo1'I:h byth.e. 8ureau l?fEn'YLv.........ental Services (BES) or Clean Water Services (CWS).
.. 0 For new NBR iIDpervioU$ atea less than 15,000 square feet. a silnplitiEld design approach may be followed as specified
Lw me BES for v~aetm:ive 'b.'ealm.ent. :
II 0 If a'...... 'I...:er treattnent swgJI'J is proposed, suDmlt oaleulatioI15lspeciflca!ions for aizing, velocity, flow, side slopes,
bottom. slope, and Sl!led mix consistent with either '!3ES (If CWS requirements.
11 0 Water Quality caleulations as roquired in Section 3.03.1 of the EDSPM
. 0 All building rooftop mOtmted equipment, or other thud containing equipment locattd outside ofthc building, sball
be provided with. 5et:OrDdary oont3.inment of weo.t&er reilistam cneloSlll'C.
General Staely RequireDlel\ts (EDSPM Section 4.03) , .
II 0 Dr'lIJDase study prepared by It. ProfClllaiQftlll Civil EngingQl' licensed in the stil.tc ofOrcgQl.l.
o I A complete drain. study, as required it1 BOSPM Se~orI 4.03.1, inclUdiDs a hydrological study:map.
ill J CalcuJariQJ1S showing system capacity for a 2-year ,)~'.LLI evon~ EIIld overilow effects of a 25..ysat stonn event.
o ~ Tbe time otconcen1:radon ere) shall be d~rrnilled using a 10 minute statttime for,developed basins.
Revie;v of Dowustream Syswm (!DSPM: Sec:tion 4.03.4.C)
o II A downstreaJn drainage analysis as M&cribed in BPSPM Section. 4.03.4.C. On-site drainage shall be goverIlf:d by the
Oregon Plumbing Specialty Code (OPSe)- ,
o 111 BI&Yiltions oftbQ HGL al)d flow lines for bolll oily au&! privlltc: ll)llltcmS where appllcable. :b
Design ofStonl'l Systems (EDSPM Sec:tioll4.04)- - .. ~~~ ~t>~~ f~~~
II 0 Flow ~ slopcs, rim ~lcvlll:i.otta, pipe typQ ;md :lizcs olearly lndlCiUW un th", p~ set. ~~......~ .
o ,11 Mil. :.,,,...,u. pipe QOver shall be 18 inche5 for reinfor~ pipe and 36 inches for plain concrete and plastic pipe materials, ,
or proper "'''6:''eeriDg calculations shall be provided when less. The COVG:1" shall be sufficient to sut'port an 80.000 ~
load without fili1ure of the pipe structure.
D ~ M$o,...~lS llnl' values for pipes shAll be consistentwitb Table 4.1 oftb.e EDSP. All...uo_ pipes shOlll be designed to
. achio'VO I. minimum veJ~iL'y uC lhRc (3) .ftet per second. at O.S p~ fllJl based on Table 4--1 as well.
OtherlMi9c
III 0 Exi.3tin3 md propo.cJ Qontours, locaI.eU ~\ U,l1= fuul inLwv2tl.- Trn:lude Gpot elevatllJDS and site grac!~ ~bowing now site
dnJjns
. 0 Private stOI'JI1water easements shall be clearly depicted on plans when f1rivatt storrnwater Bows from one p'WJ'''' r,y to
m~~ ' '
I8l 0 Drywells shall not receive runoff from aIlY!lUI'fllce w/o being treated by one or more BMPI9t with the exception of
residelltia1 bu:i1diog roofs (nDSP ~ion !.OS.4.A). AUcJiliOlUil pruvi:>ions apply tQ this 8$ requlre4 by the I1BQ. Retei'
to the websia: www.4siJ.state.oL!!s/wallmJgndwaluichome.hcm.for more infonnation. .
o II Dotention ponds shall be ~signed to limit runoff to pre-development rates f'Of the:2 through 25-year storm cvents
I/!
*ThiS form shnll be lnclM.ded as em dachment; ("-Vide the./r6"t cover. of tII, ~tol'lttWaUr fibldy
L . '" 1MPollT1NT: ENGfNEER PLEASE READ !lELOW AND SIGN! ' I '
As the enF;ineer ofrecord. I hereby (:~ the above required ttemj:l m'e COR1J11eTl!: Ann inc.l1fd~.t,4 wffh thE'submitte.d stormwater study atld
plan set.
.Signature:
{> dA-"/1. /l b;A ...--
-...... ,......,...,u /
~, nDate; . 7.11-q LfJ
!lJ(lLe.u"eCelve5. '
APR 1 8 2008
~vised 1/1/08 Melly Mar1<aHsn
10 Of 10
Original Submittal
.!
CLIENT
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CALCULATIONS
SHEET NO
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"-"'1'"' 1\ /1
I ~ I"',
DATE
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J-.,} -..0 I ... I)
CALCULATED BY
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
CHECKED BY
I 0' .., fl, ('I'
WO# '() f ",7)
DATE
MAiM P :tL F f..Of/1 f;WtMf::'NT
IOA\jt:.1\!1'1-_II\/I-/, ft- ~/J'-li('::-N- i- l"t.!C;_P~" ;::U'.L'2f).iiJ.'].
I \",.."- 'f vV" 0.......,<<\ 1...'vJt...,l
eUa.(/IH& Ai 77'1-011-'"- - l..S'3() ft'l. ~ 5160 f~_'-k_
At = 1<6 7-10 f-f 'J.
r.fj- (""" tj -(",-.......(,";,/'/'1 )}, /iJ::J,/j^' '1/1t j",<rV\\- 6 70 f.-
I..l\. .. '~-...L.-<~T- ,-{It"! ;-.... -'Oi/\ Ill'" FiJ \. I ,(; I'Ll';;;" i /';( ,.:-..,,,,$)- Ie,..>
FULL FLOW IN A PIPE
Pipe Size
Radius - r
Wet Area - A
Wet Penm - P
Hydr Rad - R
Roughness - e
Relat Roughness
Fnctlon Factor - f
Slope - S
Gravit Const - 9
Velocity - V
Reynolds No - Re
Flow Rate - Q
8 In
o 333333333 ft
o 349 ft
2 094 ft
0167
1 OE-02 ft
1 5E-02 See Moody DIagram to Determm f
o 036 Assuming Completely Turbulent Flow
6 00E-03 tuft
32_2 tus2
2 675 tus
1 49E+05 Venfy from Moody Diagram, Is thiS Turbulent Flow?
0934 cf/s >.s:~ ,', ~1 tin.. /:-: ". / " ,..
ViSCOSity taken as 1 2x 10-5 for water at 600F
T~\K,I!J6 PA1lEME}JT O~J~-Y G.. ::-IJ.T;':,(,f),70ds)-;:O.Sf cfs
",.,....-11 i AU, /- .-: ~,"1li:; /fJ '[iff't..- ,:.\'7"" II f'/r;T C1,f,lOe
(J . I v ;... ,1"\',,>1..- r '.' n 0. r , ~ ',I 1"16 I" '--' I,.,{I r c..
FifE FOi\ C81 OI\JL.Y A~ l'bt3LJft'Z- -1..0lfO-ft}--;: JlSCj{) ft'L
~ dC~;d j(a'70cf's)~ o.tfJ G-fs
Date Received:
APR 1 8 2008
Original SllbnH1D\ __ ___ _,__...._
.I
1245 PEARL ST. · EUGENE. OREGON 97401
TEL: (541) 4R4-~nRn
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STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
CHECKED BY
1~~"'.r.'O'
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DATE
5i()RM WATEK CALClH-ATIOr,LS
2- Y f\ STOf\:. ~/I
C;"LJAq
JJfE,~ 'F~6M GiCrrEfl5.
Mt\X!fvl:JM AA.EA TO O~JC:: PIPE F{\aM f3U1L.J)!~Jb {i.,O(1F ::; O,7S(2\S5S0f1L)-= jQ3Sft'Z- = A-
AT 5 MIN, DUJ\ATION) 'I::.L"b:f1/h
~ ~-C.rf\ = 0,07 cf/.s
TRY ~(( fifE @ lilt: '''1FT SLOPf:.
FULL FLOW IN A PIPE
Pipe Size
RadIus - r
Wet Area - A
Wet Penm - P
Hydr Rad - R
Roughness - e
ReJat Roughness
Friction Factor - f
Slope - S
Gravlt Const - g
Velocity - V
Reynolds No - Re
Flow Rate - Q
4rn
o 166666667 ft
o 087 ft
1 047 ft
0083
1 OE-02 ft
3 OE-02 See Moody Diagram to Determrn f
o 058 Assuming Completely Turbulent Flow
6 00E-03 ftlft
32 2 ftls2
1 490 ftls
4 14E+04 Verify from Moody Diagram, Is this Turbulent Flow?
0130 cf/s
VISCOSity taken as 1 2x 10-5 for water at 600 F
Date Received:
APR 1 8 2008
Original Submittal
.
1245 PEARL ST_ · EUGENE. OREGON 97401
TEL' (541) 4R4-~ORO
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CALCULATIONS
SHEET NO
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DATE
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STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECllON
CHECKED BY
WO# 1'1\ 71..$
DATE
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Date Received:
APR 1 8 2008
Original SubmiUaL__- --- ----
0'
1245 PEARL ST · EUGENE OREGON 97401
TEL: (541) 484-9080
MIKE CHANEY
POBOX 81
VIDA, OR 97488
Our No
Date:
Charge
CT-0254610
MARCH 28, 2008
$200 00
As requested, Cascade T1tle Co has searched our tract 1nd1ces as to the follow1ng
descr1bed real property
A T T A C H ED)
and as of
MARCH 21, 2008, at 8.00 A M we f1nd the follow1ng
Vestee
A presumptlve ~ lnterest ln
The Helrs and DeV1sees of
MICHALDA Z CHANEY, deceased,
and
a presumptlve ~ 1nterest 1n
MICHAEL A CHANEY,
as tenants In common
Sa1d property 1S subJect to the followlng on record matters
1 Easement, lncludlng the terms and provlslons thereof, granted Mountaln States Power
Company, by 1nstrument recorded March 8, 1929, In Book 161, Page 238, Lane County
Oregon Deed Records
2 Easement, 1nclud1ng the terms and prov1s1ons thereof," granted Mounta1n States Power
Company, by lnstrumentrecorded March 8, 1929, In Book 162, Page 215, Lane County
Oregcn Deed Records
.I>
3 Restr1ctlon of Access 1n deed from State of Oregon, State H1ghway Commlss1on,
recorded February 21, 1962, Recept10n No 60183, ana to the State of Oregon, State
H1ghway Comm1sslon, recorded December 21, 1961, Receptlon No. 53994, Lane County
Oregon Deed Records
4 Water Ilne easement, 1ncludlng the terms and prOV1S1ons thereof, granted the Clty
of Sprlngfleld, by lnstrument recorded August 4, 1975, Receptlon No 7532302, Lane
County Off1clal Records
cont1nued-
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: lnfo@cascadetit1e.com * FLORENCE FAX: 997-8246
5 Improvement Agreement, 1nclud1ng the terms and prov1s1ons thereof, between Raymond
Wolf and Herman Thatcher and the City of Spr1ngf1eld, recorded December 14, 1975,
Recept10n No 7553215, Lane County Off1c1al Records.
6 A search of the records does not d1sclose a probate 1n Lane County of the Estate of
M1chalda Z Chaney, deceased, grantee 1n deed recorded October 22, 1992, Recept10n
No 9259777, Lane County Off1c1al Records Cla1ms, 1nclud1ng taxes, aga1nst the
estate and rights of heirs or dev1sees are hereby excepted
7 We must be prov1ded an Aff1dav1t of He1rsh1p for M1chalda Z Chaney, deceased
8 Right, title and lnterest of M1chael A Chaney and N1cholas A Chaney, grantees, by
reason of deeds, recorded December 26, 2007, Recept10n Nos 2007-084440 and 2007-
084441, Lane County Deeds and Records
NOTE Taxes, Account No 0113843, Assessorrs Map No 17 02 30, #1903, Code 19-00,
2007-2008, 1n the amount of'$2,026 43, PAID IN FULL
Th1S report 1S to be ut1l1ze9 for 1nformat1on only Th1s_~eport 1S not to be used as a
basis for transferring, encumber1ng or foreclos1ng the real property descr1bed
The llab1lity of Cascade Title Co. 1S lim1ted to the addressee and shall not exceed the
prem1um pa1d hereunder.
CASCADE TITLE CO , by
(~ CJ4-
I
sm/T1tle Off1cer COLLEEN LEAHY
Date Received:
cc
TOM POAGE ENGINEERING & SURVEYING INC
ATTN CHRIS
990 OBIE STREET
EUGENE, OR 97402
t\PR 1 8 2008
Original submittal
"
"" 1~ ,,~4 _ ,_"
PROPERTY DESCRIPTION
."
" ,
A parcel of land In the Southeast one-quarter of Sectlon 30, Townshlp 17 South, Range 2
West, Willamette Merldlan, being a portion of that property descrlbed In that deed
recorded Aprll 15, 1974, Reception No. 7414814, Lane County Officlal Records, sald
parcel belng descrlbed as follows. Beginnlng at a pOlnt which bears North 88' 26' West
872 01 feet and North l' 34' East 40 00 feet from the North-Northeast corner of the
Pressley Comegys Donation Land Clalm No 80, Townshlp 17 South, Range 2 West,
Wlllamette Merldlan, sald pOlnt belng In the Northerly rlght of way llne of Olymplc
Street, and belng also the Southeast corner of that tract of land descrlbed In deed to
Land Management Servlces, Inc , recorded January 18, 1984, Receptlon No 8402030, Lane
County Offlclal Records, thence,North l' 341 East along the East llne of sald Land
Management Servlces, Inc , tract 259 09 feet to a pOlnt on the Southerly rlght of way
llne of the Eugene-Sprlngfleld Hlghway, thence followlng sald hlghway rlght of way llne
the followlng three courses and dlstances South 62' 06' 57" East 83 49 feet, South
45' 151 261 East 172 41 feet and South 15' 12' 14" West a07 13 feet to a pOlnt on the
Northerly rlght of way llne of Olymplc Street, thence North 88' 26' West along the
North llne of sald street 175 31 feet to the pOlnt of beglnnlng, In Lane County,
Oregon
Date Received:
APR 1 8 2008
Original Submittal
/
J
4/,'
/
?rD~~~
UJof Nl-+. tPt1'\
~, ..
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v
After recording, return to:
ROBERT A. SMEJKAL, P C.
696 Country Club Road
Eugene, OR 97401
~ DivisIon of Chief Deputy Clerk
Lane County Deeds and Records
rol. , - I III ro
00965487200700844410~2002i
RPR-DEED Cnl=l Sln:1 cAJ3{~~/~~07 03:29: 15 PM
$10.00 $11.00 $10.00
2001.0~~~~~
$31 ,00
Until a change is requested,
send tax statements to:
No Change
BARGAIN AND SALE DEED
MICHAEL A. CHANEY, Grantor, conveys to MICHAEL A. CHANEY and NICHOLAS
A. CHANEY, Grantees, as tenants in common, but with the right of survivorship, that certain
real property located in Lane County, Oregon, and more particularly described as follows:
"A parcel of land in the Southeast one-quarter of Section 30, Township 17 South, Range
2 West, Willamette Meridian, being a portion of that property described in that deed
recorded April 15, 1974, Reception No. 7414814, Lane County Oregon Records, said
parcel being described as follows:
Beginning at a point which bears North 880 26' West 872.01 feet and North 10
34' East 40.00 feet from the North-Northeast corner of the Pressley Comegys
Donation Land Claim No. 59, Township 17 South, Range 2 West, Wlllamette
Meridian, said point being in the Northerly right of way line of Olympic
Street, and being also the Southeast corner of that tract of land described in
deed to Land Management Services, Inc., recorded January 18, 1984,
Reception No. 8402030, Lane County Oregon Records; thence North 10 34'
East along the East line of said Land Management Services, Inc., tract 259.09
feet to a point on the Southerly right of way line of the Eugene-Springfield
highway; thence following said highway right of way line the following three
courses and distances: South 620 06' 57" East 83.49 feet, South 450 15' 26"
East 172.41 feet and South 150 12' 14" West 107.13 feet to a point on the
Northerly right of way lme of Olympic Street, thence North 880 26' West
along the North line of said Street 175.31 feet to the point of beginning in
Lane County, Oregon."
The true consideration for this conveyance is other than money.
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON
TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY,
UNDER ORS 197.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY
DESCRIBED IN THIS 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
CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES, TO
Date Received:
BARGAIN AND SALE DEED - Page 1
APR 1 8 2008
Original Submittal
,
DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS
DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING
PROPERTY OWNERS, IF ANY, UNDER ORS 197.352.
DATED thiszt2Atay of December, 2007.
1nAc:~
STATE OF OREGON, County of Lane ) SS.
, ThIS instrument was acknowledged before me on the~ay of December, 2007, by
MICHAEL A. CHANEY.
}~~-~"'" ~""'._'. . OFFICiACSEAL - - - 'J'
)~, ANNETTE KAYSER
. ~ 7. NOTARY PUBUC. OREGON
. I COMMISSION NO 414086 I
L~ ~MMISSI~N. ~P!l~S~~~~~~: ~~~~.)
l~~GON
....
Date Received:
APR 1 8 2008
BARGAIN AND SALE DEED - Page 2
Original Submit:c~L~.___...___
~
16
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APR 1 8 2008
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1 OF 6
()eJcr . fh~ ~arratiVe:
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Property Address: 3626 Olympic Street, Springfield, OR 97478
Zoning: Heavy Industrial (HI)
Proposed development consists of a 3-phase warehouse development with all
three phases being completed in a 2-year time span. The first phase will consist
of using the existing warehouse as a common wall and extending the new
warehouse off the existing warehouse. Current use of the property is a
warehouse/storage facility. Number of employees to occupy proposed
warehouse spaces is undetermined; warehouse operations will meet the
requirements of the designated zoning.
~~
pRl 9 Ztr05
Date Received:
APR 1 8 2008
Original Submittal
LII i OF SPRINGFIELD
VI(;l1\tII i MAP
DRC2008-00030
3626 Olympic Street
~R G-8-1=
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Date Received:
APR J 8 2008
Original Submittal.
SITE
Map 17-02-30-00
Tax Lot 1903
North
...