HomeMy WebLinkAboutApplication APPLICANT 1/25/2007
-
~ .~
City of Springfield i~".
Development Services Department
225 Fifth Street
$pringfield, OR 97477
.F
Final Site Plan Application, Type I
Site Plan
Review:
~
Site Plan Major 0
Modification Type II:
Site Plan Minor
Modification Type I: 0
. -. -..
Applicant Name: . Phone: 801-5967"711 ext27
Company: [Thomas Fox Properties 1Fax: 1801-5967161 1
Address: .. .1515 West Picket Circle, #400, Salt Lake City, UT 84117. I
".~ .. ~.':..,'._ ~ __ ' . :....__~_~."< .:~2'~~_'_.__ ~_";;_-L~~,___,:" ___...l._,~',-._ - ..>;'~"':'...r',,~"--.~~, ~<:.~~ -- ~';' '''; '1.
Applicant's Rep.: \Garv Reed [Phone: 1541-957-1033
Company: \weber Elliott Enqineers PC 1Fax: . \541-957-1033 I
Addr_~ss: . Ipo Box 10145 Euoene OR 97440 I
i';""::"::::'J ~_ _~'- -.i:r:>~SJ..;:~~.;;;;.~:';;"r."'" "'- ."'"",~-: ,h'.h . "..;z...~"":"':"~:T -.""'~~;':..lfL.;.,:;....~..::''-:'''-_-11...::.:''-,":'-.:. ;' :;"--.1.2.. - :~.J,""--.:: ';",5:,r.' "jl\, f'-':.~,--" .. ,'- -'1
Property Owner: ISkyview,LLC and South Plaza II, LLC Iphone: \801-5967711 ext27
Company: IThomas Fox Properties 1Fax: 1801-5967161 I
Address: 1515 West Picket Circle, #400, Salt Lake City, UT 84117 1
"_ ....' J' "
, , ",I _..~~, ,..".... ~r/. ..::' _.;;..,:' ...~:J.......'i ~___;.. -1-. . __
.. ~ c,; ~
. ",::i:l,"\-..'~ ..-"",,,:1' .-:~. ,';.\-
ASSESSOR'S MAP NO: 17-03-27-10 TAX LOT NO(s): 3300
Property Address: 104 West Q Street, Springfield OR 97477
Name~f Pr~oject: Parkway Center
_ .. ~. .t.... "\ ... '.:. "'f': ..~,.._..,. .~'... '0" >I.' b" 0" _,; '" II. . ,"" ,l~ '...,.
1
Description of
Proposal:
Development of a 24,838 square foot commercial center.
. .
" > ,1"" -i',',.,". "{ii',.'J' ' -' ~':0'
~ssociate~. ~pJ)lica.~i~.ns:
_,.~ . _' _~_ '. -'_I'... .,_~'..-- __H,..;.... :,~,.f;...J _.~-:t...;,..!'!..<.j;J:;C...,:;h3S<.6..:_1:,f.:;:-~~..~.;:.....~;s.;;.._~-._~..c:;:,~~.{,~.i__,.~"::'-'..~:~.'/'.""_;.;;:.:....iZ.~ ~."',..~'"t.__... "-- :-":' f ',i '" ,4; V f I" OJ' ,,- 1 .
Case No.: DRC'. 1A~<--" -6ilJ~, Date Submitted: ~\^ ,)( "2 "J!<::Ar
Application F.ee: $1,460.03 Reviewed by: ,David Reesor 1
.,: ':J~~ '"","$'" ,~;-:----.-l.:~ '" ..,,',. ";" ",.',-,,' ~.,_ /t", ,
I represent this a~tion to be complete for submittal to the City.
owner.:-~...,p::;~~ ~o/ Date: 1/25/2007
, (Signature)
Bret Fox
(Print)
P(<J~ ~ - <S6\J-r- 4
~t8&1
- .330 ."
..u..d.T" , ,
.. 4300 t 1: 1900 ---- ."".t._ - '4,
f ,- t- Iii: ; u C!T'l0~~.P~],t\[~11=1 n , ~
N...:::,:. r : ~ 2~!rE~03~2= lO if!: .z~~O~ -: i1;.
~ 040" '" e'"4J1'IW IJ '22119'ii:t f~, p~;-.EArr
., ~ THRI.HH6'" ~ 2000
. I ' .Ai!,. 1} '1
~ -.... _~~- (l3. S 89"47'OO~ f:
.. - :1 ~~~-_2117 "')2."'llbtiO- "'.w~16':!."'4'
I .1)i~ 1.02 AC. ~ ~ 2122 ~'":;. .'
j' ~ '" 0.50 AC. -:; oj ,,,;' '!
~ >......... ? t\J .. lU IW
- I- ;,1 lS - N a'"2"0<" ElS -2''': 2119
. :2 ~. S B~"'7'OO' E 223.3.'z. ~ 176.6'" z .__~"2 1 28 AC
::..~~ 2121 ~ 116.6<l' 60.00' 4:" . . '"'
'j 0; g 0.61 .AC. _.~o ~023122Pc~ 1;;:~ S.35'R~;;.~
00 ~~r-qoo' 'Q 011\1 ''\f'V'.
N ~nJ l\J N1W '-~\r"
- - ."...........ru
!p.5 - 4 ,. .
~ ~il9"'7IDBHr 22;119l"1!J .IM', ;)l,9;2~vrY,i9"33',~,
,'" t- '~I~' / f VEST 631" 2200 . %
' J..~ ---~~~O~O--_~~f~\o~.b,"-n,~UA~_P.~.:_--____~:
o ~~ 23 NORTH:: ! Cl! __
. .0:;:: i: 1 23 AC. o-I1-"';;i ~i2' ., .:'4
.... ::>0 s!. 2400). ~ -5-. .~ I. L1 &:2-< o. Sf- . '0" [~
<:tV) L r:. N Bl.\\l
I. /0.3\"c1r' 373" ... ....1 ~_B~~~:"~ .'~2:~.
.lJ H # ~,,~o S~ ' M" ':__.-=:...
. , \,,,,, . 6'44' \J 3 --~~'~''''h.~_
it. --- - -~ ~~~~~f,;:'~/..::t::Z"ttr~'~~~;';~:i-tfg~i'2:"~~
'-:--1 ~~~" . D;@
~ -J i ~~wr~~.~i-..,",,,_ _ _,~;;~:"
....- 'SJ /-- &1.~260. O' .... =:?'
....~..... ~7'~"'''. ~ II ___,
< ~"r~",- ~ ~ - - '-'- ~ - '-- -;:..;=-:,...."1. _ _ _ __ _
7700 . ~I ...~ &"'_c.~o...'
~r"/1().3~. ~ !
2, ~:' \~~~~___# ~ I f-'~ 2900T 30~T- ~,q.~' 3tOO.
F~J' ;---.. ~4r~ ~ ~~ ~: 3001
- ET ....... f... i--__ ~~ .~~
~:: ,..:"J1:1 "2-..,' . ~;-, t-"LCJ/Zi)fi02 EG~":-?-I-,"?>>.~
19%00 L. ..d:~uy ~ ~ 3200 '. .
~ .9300 . , . .
~4 , ~ ~
.~!l. !l. ~I '. () q f ~ ~ lil g. . ~ ~ 3802 "!'. . I
; U ~~I~ 0 ., :'{;O;'-~~TI ~;\ Q1lT) 3 .
~1f! . 1l~ ~3900. .: ~~_~)In
2 . J . ~~. E.s~ -;l . .:<l ~ ~
. " . . t. ~D.._ If IS rill., 1ll
~~I- ~.:.;.,~. - I. '.'0 )J\"~\ I 3899 . :,
~ ~~-.....- ~ ~!\ \ '" 1, -d 40090,
ELlL -<'d;--.-~ ""...~ ,~ 0
I f. 'it. #~~. ~.s:-.o'. .'~~. ~l
~ oil ""'.-7 ~.. .:,,\. \( .r,. ,
~t.l ::;~- "6' I 4400 ....S3-,;- _ .J..~'. -'q", .
~\f/l /p." '. s.w. co . _~ '.. .
Iff . H (J'JACOB HAL ..::~.. Qo7':'7'lj ,__::!"~."
$'-n .;.=>- _ 'J~)_ ~ ...... ..... s".'
. . u.LI.J. "
~ 4LJ"-':S~ ~n.
f{4~?~.
'S.as~.E:.
-
7800,
I
I
,
,
17 03 27
.~~
t
~
.
~
~
..
,....~..~--_:----...
.,,",:.
""~-" ,\,~, ~,'_., .
, ..j,.,~, .
~o F\- . I'i
.J 1'1'16- 0')- L
l:",u. 01- (.
,\ t I
'net.': ..
7 ~~1-w z.-71"
0V&
-.... PLA SCI
SI!t32.oo'f-
Ec.S/.
..~d....'C'
't."..,~~
C)
z
r--
(J)
x
w
CROSS WALl'
""'"'-"'77';':''';'' ~. ~ ~
J1~1-1~'~loZ 0"
. :' oj
7.!- " . ,l:: IlElJ . )il..
'" ~~
:~~~,~ JBILl!_W '~\W:-~:
'~"'..oHdm'EORM: 1 CONCREtEWAtK
~. ~~
/
.'
z
~,~
"11."
"()" .~TRTi'1i'.T
<i=
(
,
.'
Site Plan Approval Application
Parkway Center
Springfield, Oregon
October 27,2006
Prepared for:
Thomas Fox Properties
515 West Picket Circle, #400
Salt Lake City, UT 8411 7
Submitted to:
Development Services Department
City of Springfield
225 Fifth Street, Springfield, OR 97477
Weber Elliott Engineers, P.C.
Partners in Quality and Commitment.
P. O. Box 10145 ~ Eugene, OR 97440 ~ (541) 461-9779 ~ fax (541) 461-9780 ~ www.weberelliott.com
,
'l',,' .
Parkway Center Site Plan Approval (Complete Submittal)
. October 27, 2006
1/Application fee of$14750.25.
2/Copy of the deed and preliminary title report.
A copy of the deed and preliminary title report are enclosed.
The owners of the property are Skyview, LLC, a Utah limited liability company, as to
a 50% interest and South, Plaza II, LLC, an Oregon limited liability company, as to a
50% interest, as tenants in common.
3/copy of the site plan in 8 \1," x II".
Copies of the design plans have been reduced and incorporated with this submittal.
41 The right of way permit application is not applicable as there , are two driveway
approaches existing on Q Street, one of which will be closed and one enlarged.
.51 The Storm:water Management System Study has not been provided as we have
been informed it is not required in the case of this development. The drainage design,
utilizi!lg a swaleldetention system, reduces the intensity of runoff from this site from
predevelopment levels. Calculations of the intensity and depth of runoff in the
bioswales, compared to predevelopment levels have been included in this submittal.
The Stormwater Scoping sheet, prepared by The City of Springfield, is attached.
Hydrographs have been prepared for the Water Quality, 2 year and 25 year storm
events. The maximum intensity predevelopment runoffs from the site are 1.4 cfs arid
2.18 cfsfor the 2 yr. and 25yr. respectively. The maximum intensity runofffrom the
~d .
development site are 1.25 cfs and 1.88 cfs respectively.
A study of the existing storm water system is being.submitted with this application.
It is in a spreadsheet format and is titled "Downstream capacities of the Storm
System in Q Street." It has been acknowledged that, because of existing design
circumstances, the system in Q Street surcharges from time to time and the system for
the Parkway Center has been designed with this fact in mind.
Storm water from the building downspouts will be piped directly to Bioswales A and
B. Storm water from the parking lot areas will generally sheet flow at a I % grade to
the drainage swales where it will proceed to the ditch inlets and the connection to the
30" sewer main along Q Street.
Not all storm runoff from the parking areas can be directed to the bioswales, but
about 86% can be collected in this way.
I
-;
~ ~.
2
In the worst case scenario, if all the systems are overwhelmed, storm waterwilI flow
from the site to the surrounding streets without flooding the building sites.
This design meets the criteria of the Springfield stormwater management plan in the
following ways:
a) It minimizes the demand on the City's system and alleviates future costs of treating
the discharge by reducing the flow from that which naturally occurs.
b) It promotes water quality by treating the discharge with vegetative treatment in the
bioswales or filtration through the catchbasins.
c) It preserves groundwater in that as much runoff as possible in encouraged to
. percolate into the ground.
d) It reduces the peak storm flow.
e) It minimizes the potential public and private losses due to flood conditions.
f) It minimizes the stol1Tlwater discharge impacts on water quality and quantity by
reducing the peak flows.
6/ A revised Tr.affic Impact Study is being submitted with this application.
7/Eighteen copies of all the plan sets are being submitted.
Existing Conditions: .
A site assessmerit of existing conditions has been prepared inCluding a vicinity map.
All existing site features except for two trees have been removed to prepare for the
proposed development ..
There are no watercourses shown on the Water Quality Limited Watercourse Map
that apply to this site.
The 100 year floodplain and floodway boundaries do not apply to this site.
The site is in the FEMA..zone X which is outside the 500 year flood plain.
The site is outside the SUB zone of20 year time of travel.
The soil types are indicated on the map and inClude soil types 19, Brenner Silty Clay
Loam; type 34, Courtney Gravelly Silty Clay Loam; and type 119, Salem Urban Land
Complex.
Site Plan:
A site plan has been prepared which shows the proposed buildings with locations,
dimensions, size and setba~ks and distances between buildings.
There is no fencing proposed.
2
~\":'
3
A proposed pylon sign has been proposed for the South East comer of the site and is
indicated on the paving and grading site plan. A monument sign is proposed for the
north side of the connection to Pioneer Parkway.
There will be no storage areas or outdoor equipment.
Trash containers are indicated on the plan.
The required parking spaces have been calculated to be 83 and there are 85 spaces
shown on the plan. The typical space is shown to be 9' x 19'.
Directional signs and striping are shown.
Six disabled parking spaces are indicated on the plan along with the required aisles
between spaces. .
Loading areas for the commercial users will be from the front of the buildings.
Existing curb cuts on Q Street are shown on the plan. The most Easterly of the curb
cuts will be closed and the most Westerly will be modified as shown on the plan.
There will be street com1ection constructed on the eastern boundary of the site to
access Pioneer Parkway and modifications will be made to the existing roadway to
provide a full access to Pioneer Parkway.
Exterior lighting is shown on the plan (Sheet II).
Ten bicycle parking spaces are required. Fourteen co"ered bicycle parking spaces are
shown on the site plan.
Transit facilities are located about 400 feet East of Pioneer. Lane County Transit has
an East~West line (routes#18 and #19) alongQ Street.
A BRT station is proposed for Pioneer Parkway, north of the Q Street intersection but
it has not been shown on the plan. .
The WalgreensBuilding will be constructed with Phase One. The drive-through bank
and strip center will be constructed as Phase Two..
A utilities plan. has been prepared showing the connections to the sanitary and storm
systems that are. required for the development.
The proposed access and changes to the access along Pioneer Parkway are shown on
the plans (Sheet 5).
The existing street lighting is shown on the site assessment plan. There are no
additional street lights proposed.
3
u'
4
Traffic control devices are shown and indicated as being relocated as required (Sheet
5).
Location of power poles, transformers and similar public facilities are shown on the
site assessment plari.
Hydrants serVing the area have been located and shown on the site assessment plan;
There are five hydrants capable of serving the development that are within 500 feet.
One additional hydrant is proposed for the northwest comer of the intersection with
Pioneer Parkway. It will be connected to the existing 16" main located. on the west
side of Pioneer Parkway.
Sidewalk on the public right of way (on Pioneer Parkway) abutting the site is
proposed and is connected to the pedestrian system on the de~elopment site as shown
on the plans..
Location and sizing of the proPClsed private utilities is shown on the plans.
Connection to the existing sanitary sewer is shown in the extreme SW comer of the
property to an existing stub which has not yet been physically located. ...
The storm sewer will be. connected to existing stubs located on Q Street as shown.
. ,
One remaining storm stub adjacent to Pioneer Parkway will not be used.
Connections to the electric system, gas, telephone and cable systems have been
indicated where known.
Grading and Paving Plans: '.
The grading plans have been prepared and show the roof drainage patterns and
collection system. All roof drainage will be collected and piped to the bioswales.
Surface drainage from the parking areas will also be collected via sheet flow in the
bioswaJes and all drainage will be discharged to the 3D" diam. storm main at a rate
which is reduced from the predevelopment runoffrates.
Existing contour lines are shown on the site assessment plan at a one half foot
interval. .
Spot elevations are available but are not shown as they simply confuse the drawing.
The estimated fill required for the development is about 818 cubic yards. .
Landscape Plans: .
A landscaping plan has been prepared by MiChael Minder, Landscape Design
Professional and has been included with this submittal.
Architectural Plans:
4
~ .-.,
5
; Architectural plans have been prepared by Mark McKechnie, AIA, and we include.
the building elevations ~d perspectives with this submittal.
Other:
The development area is not within an Overlay District.
As grading and filling are proposed, a Land and Drainage Alteration Permit will be.
required.
A zoning report is included that shows the existing zoning for the Laura-Q Street
area.
A Bioswale calculation spreadsheet is also included to show that the minimum
contact time for sheet flow runoff is greater than the nine minute minimum required.
5 .
.
,
PUBLIC WORKS DEP ARJMENT / Engineering Division
Fax: (541) 736-1021
STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK
--"- (Area below tl,is line filled out by Applicant) -----
(Please feturn to Matt Stoude,@City of Springfield Public Wo,ks Engineering; Fax # 736-1021, Phone # 736-1035.)
Project Name: Parkway Center Applicant: Thomas Fox Properties
Assessors Parcel #: 3300 07-03-27-10) Date:
Land Use(s): Commercial Retail Phone #:
Project Size (Acres): 2.19 Fax #:
,Appr()!, IlI!pe]"Vjous Are!!:.. 82,600 square feet .Emai!;" _. _
801-5967711 ext 27
801-5967161
Bret(a)thomasfoxproperties.com
Project Description (Include a copy of Assessor's map): development of a 24,838 square foot retail commercial
center
Drainage Proposal (Public connection(s), discharge.1ocation(s), etc. Attach additional sheet(s) if necessary:
Development of two bioswales on site to reduce the intensity of runoff to less than predevelopment levels. Connections
to the existing storm se~er system will be via two existing stubs located at the propertY boundaries along Q Street.
Proposed Stormwater Best Management Practices: Bioswales at minimum grade to retard and store runoff.
Filtered multi_chambered catchbasins to treat surface runoff that cannot be directed into the bioswales.
__ lArea below this line filled out bv tile City and Returned to the Aoolicant) -
(AI a minimum, all boxes checked by Ihe City on Ihefronl and back oflhis sheel shall be submilled
for on applicalion 10 be complele for submillal, although other requirements may be necessary)
Drainal!e Study Tvne (EDSPM Section 4.03.2): (Note. UH may be substituted for Rational Method)
~ Small Site Study - (use Rational Method for calculations)
~ Mid-Level Development Study - (use Unit Hydrograph Method for calculations)
o Full Drainage Development Study - (use Unit Hydrograph Method fur calculations)
Environmental Considerations:
D Wellhead Zone:
D WetIand/Riparian:
~ Soil Type: 19,34, and 119
-Downstream Analvsis:
~ N/A
D Flow line for starting water surface elevation:
o Design HGL to use for starting water sufface elevation:
o Manhole/Junction to take analysis to:
D Hillside Development:
D 'PloodwaylFloodplain:
D Other Jurisdictions:
Return to Matt Stouder (a) City of Springfield. email: mstouder(a)ci.springfield.or.us, FAX: (541) 736-1021
Page 9 of9
.'
~.
'COMPLETESTUDYITl~s
, F~'1~fficial Use Only:
* Based upon the information provided on the front of this sheet, the following represents a minimum of whahs neededfor an
application to be complete for submittal with respect to drainage; however. this list should not be used in lieu of the Springfield
Development Code (SDCj or the City's Engineering Design Manual. Compliance with these requirements does not constitute site
approval; Additional site specific information may be required Note: Upon scoping sheet submittal, ensure completedform has
been signed in the space provided below: .
Interim Design StandardslWater Qnality (EDSPM Chapter 3)
Req'd N/A
IZI 0 All non-build~g rooftop (NBR) impervious surfaces shall be pre-treated (e.g: multi-chambered catchbasin w/oil
filtration media) for stormwater quality.. Additionally, a minimum of 50% of the NBR impervious surface shall be
treated by vegetated methods.
o IZI Where required, vegetative stormwater design shall be consistent with interim design standards (EDSPM Section 3.02),
set forth by th~ Bureau of Environmental Services (BES) or Clean Water Services (CWS).
o IZI For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the BES for vegetative treatment
o IZI If a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with either BES or CWS requirements.
o IZI Water Quality'calculations as required. in Section 3.03.1 of the EDSPM
o IZI All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment or weather resistant enclosure.
General Study Requirements (EDSPM Section 4.03)
IZI 0 Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
IZI 0 A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
IZI 0 Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event
IZI 0 The time of concentration (Tc) shall be determined using a lO.minute start time for developed basins.
Review of Downstream System (EDSPM Section 4.03.4.C)
o IZI A downstream drainage analysis as described.in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
. Oregon Plumbing SpeciallY Code (OPSC). .
o lZI'EI~vations.ofthe HGL and flow lines for both city and private systems where applicable.
Design of Storm Systems (EDSPM Section 4.04)
IZI 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
o IZI Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches Jar plain concrete and plastic pipe materials,
. or proper engineering calculations shall be provided when less. The cover shall be sufficient to.support an 80,000 Ib
. load without failure of the pipe structure.
IZI 0 Manning's "n" values for pipes shall be consistent with Table 4-1 of the Emip. All storm pipesshall be designed to
achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on TableA,1 as well.
Other/Mise
IZI. 0 Existing and proposed contours: located. at one foot interval. Include spot elevations and site grades showing how site
drains . .. ..
o IZI Private stormw~ter ~asements shall be clearly depicted on plans when private stormwater flows from one property to
another .
o IZI Drywells shalrnot receive runoff from any sufface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EJ)SP Section 3.03A.A). Additional provisions apply to this as required by the DEQ. Refer
to the website:, www.deo.state.oLus/wo/groundwa/uichome.hcm for more information.
IZI 0 Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year storm events
.Tlllsform shall be Included as an attachment, inside thef,onf cover, of the stormwate, study
. IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN!
As the engineer of record, I hereby certifY the above required items are complete and included with the submitted stonowater study and
plan set . .
Signature:
Date:
Page 10 of 10
~.
PARKWAY CENTER BIOSWALE CALCULATIONS: 7/1/06 .
WATER QUALITY STORM EVENT (1 yr-- 0.83in) PEAK DISCHARGE OF O,18cfs Tc=3.5 minutes
BASINS DESCRIPTION BIOSWALE SEGMENT DRAINAGE AREA o (WOefu) SUM OF Q's LENGTH in feet depth of flow velocity time of retention Qxtime
WEST BIOSWALE sf cfs cis (ft) (flIs) (minutes)
AREA A Parking Lot 20,709
BUILDING fJ:. downspouts 5,454 0.06 133 <.1 0.2 11.1 0.64
BUILDING B downspouts A1 4,564 0.06 0.00
AREA C Parking Lot 11,321
1ii BUlUJING C-downspoutS A2 7,410 0.04 0.09 140 <1' 0.2 . 11.7 . 1.09'
AREA G DIRECT TO STORM 6,921 0.01 0.0
WEST BASIN TOTAL: 56,379 0.106 273 1.73
FLOW WEIGHTED AVERAGE CONTACT TIME: 16.27
EAST BIOSWALE
AREA B Parking Lot Bl .10,253 .0.02 .0.02 64 <.1 0.2 . 5.3 .0.10"
AREA D Parking Lot 6,806
1/2 BUILDING'C downspouts B2 7,410 0.03 0.05 100 <;1 0.2 8.3 0.38
AREA E Parking Lot B3 8,373 '0.02 0.06 100 <.1 0.2 8.3 0.52
AREA F DIRECT TO STORM 6,169 0.01 0.0
EAST BASIN TOTAL: 39,011 0.074 264 1.00
FLOW WEiGHTED AVERAGE CONTACT TIME: 13.64
SITE TOTALS 95,390 0.180 537
AREA OF SITE TREATED: 82,300 MAXIMUM HYD CONTACT: 24.9 minutes
AREA OF SITE UNTREATED: 13,090 MINIMUM HYD CONTACT: o minutes
25 YEAR STORM EVENT (25 yr~ 4.8 in) PEAK DISCHARGE: 1.88cls Tc =5.3 minutes
BASINS DESCRIPTION BIOSWALE SEGMENT DRAINAGE AREA o (WO cfs) SUM OF D's LENGTH in feet depth of flow velocity time of retention Qxtime
WEST BIOSWALE sf cfs cfs (ft) (flIs) (minutes)
AREA A Parking Lot . ..20,709
BUILDING A downspouts 5,454 ,.
BUILDING B downspouts Al 4,564 0.61 0.61 133 0.26 0.78 2.8 1.72
AREA C Parking-Lot 11,321
112 BUILDING C downspouts A2 7,410 0.37 0.97 140 0.35 . 0.92 2.5 2.47
AREA G DIRECT TO STORM 6,921 0.14 0.0
WEST BASIN TOTAL: 56,379 1.111 273 4.19
FLOW WEIGHTED AVERAGE CONTACT TIME: 3.77
EAST BIOSWALE
AREA B Parking Lot Bl 10,253 0.20 0.20 64 0.19 0.65 1.6 0.33
AREA.D Parking_ Lot 6,806
1/2 BUILDING C downspouts B2 7,410 0.28 0.48 100' .0.28 0.8 2.1 too
AREA E Parking Lot B3 8,373 0.17 0.65 100 0.32 0.87 1.9 1.24
AREA F. DIRECT TO STORM 6,169. 0.12 0.0
EAST BASIN TOTAL: 39,011 0.769 264 2.58
FLOW WEIGHTED AVERAGE CONTACT TIME: 3.35
SITE TOTALS 95,390 1.880 . 537
AREA OF SITE TREATED: 82,300 MAXIMUM HYD CONTACT: 5.6 minutes
AREA OF SITE UNTREATED: 13,090 MINIMUM HYD CONTACT: o minutes
.'~ -t
~
~ BUlLOINC A
\
':
-
"
/
1=:
."
,
~ ~
I
1111" C"1"f1DJ;1z:r1"f1
n-
<J==
.'
.'
.
,
. .
1 - SCS Runoff -1 Yr - Qp = 0.18 cfs
0.20
,.
.
0.15-
oJ!?
(.) 0.10-
a
0.05- --
0.00
o
5
10
Time (hrs)
/ Hyd. 1
-
I
15
I
20
-
-
25
,
.s
, .
Downstream capacities of the Storm System in Q Street
Station distance Size Fl(actual) Fl(plan) slope "n" value capacity
0.013
16+ 07 439.81 439.84
51.0 30 0.0037 25cts
15+ 56 10" stub
no 30 0.0037 25cts
14+ 79 439.50 439.38
86.0 30 0.0037 25cts
13+95 439.10 439.13
48.0 30 0.0037 25cts
13+47 10" stub
114.0 30 0,0037 25cts
12+ 33 10" stub
55.0 30 0.0037 25cts
11+ 78 438.32 438.32
127.0 30 0.0037 25cts
10+ 50
198.0 30 0.0020 18cts
8+ 48 437.50 437.50
291.0 18 0.0013 3.8cfs
5+ 67 437.13 437.13
55.0 18 syphon syphon 0.0387 4cfs
bottom 435.00 435.00
30.0 18 syphon syphon 0.0670 4cts
5+ 05 437.00 437.00
69.0 18 0.0072 9cts
4+ 36 I 4~T701 436.50
~ 228104, 17 03 27 10 03300
-i: ~ 719l:r503862CL
,~ '.
\0"
".......
...' ,\)1.:11".
"~""
~
~_ nlff
~~~
TH
xos.ol~i .
1111'1 ~ UI"~"""IIIII11~"""n"1m $36.00
...732.. -28050ll153420030038 .
03/0.4/2005 02:26: 16 PI!
RPR-DEED Cnt:l Stn=l. CASHIER O!
115.00 111.00.110.00
.
Dlvlalon ., Chi.' Deputy Clark
Lane Countv D_do oncI Rocordo
After recording retum to:
Western Pioneer Title
PO Box 10146
Eugene, OR 9744O
Until a d1an<Je Is requested all tax ~:....~..:s
shall be sent to lI1e following address:
Skyview, LLC
515 W. Pickett Circle .400
Salt Lake City, UT 84115
File No.: 7191-503862 (csf)
Date: February 28, 2005 .
STATUTORY WARRANTY DEED
Ralph Lane Walker, Jr. . Trustee: or 5l . _ c....1 .. In trust under
the Walker Uvlng Trust dated April 30, 1999, Grantor, conveys and warrants to Skyvlew, LlC, a
utah limited liability company as to 50% Interest and South Plaza n LLC, IIn Oregon limited
liability company as to 50% Interest, 115 tenants In common, Grantee, the following desaibed
real property free of liens and encumbrances, except as specifocally set forth herein:
See attached Exhibit "A".
This property Is free from liens and encumbrances, EXCEPT:
THIS INSTRUMENT Will NOT AllOW USE OF THE PRvrc",,' DESOUBED IN THIS INSTRUMENT IN
VIOLATION OF APPUCABLE lAND USE LAWS AND REGUlATIONS. BEFORE SIGNING OR ACCEPTING
THIS INSTRUMENT, THE PERSON ACQUIRING FEE lTIU: TO THE PROPERiY SHOUlD OlEO< WI1li THE
APPROPRIAlE OTY OR COUNlY PlANNING DEPARTMENT TO VERIFY APPROVED USES AND TO
DETERMINE ANY UMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEfINED IN
ORS 30.930.
i
I
I
I
.;
!
The true consideration for this conveyance Is $2,22D,OOO.OO paid to a qualified Intennedlary as
part ofan IRe 1031 exchange. (.....compIywIUHeQ' .. _ oIORS93.D30)
Dated this 2nd day of
March
.20~.
I
I
I
Pogo 1011
.
.,.
.
. "
"
APN:228104
Statutooy W...-nty Deed
, conllnued
fie No.: 7191-S03ll62 (all
Date: 02/28/2D05
Q~nl ~....-vJ~ jk
~ Walker, Jr., Trustee
~A~OF O~n )
)ss,
County of Lane )
This 'Instrument was acknowledged before me on thl<. ~y of ~
byabQdl Lane Walker, Jr., Trustee, rr n
RaliXl . ~ L
Cndy Undy
Notary Public for Oregon
My rommlsslon expires:
-
. 20...m.
(I OFFDAlSEAL
l:lNDY:,L:IY
NOTARY FUllJC.{flEGON
. / Cllo1MISSION NO.364llll9
Ilt~EXJmlE8llllll29,ml
...,. 2 at 2
"
.
.
~
~
.
.
~
,
Page No. 4
OUr No. 19935S-RD
EXHIBIT 'A'
Beginning at the intersection of the South line of the Jacob Kalstead Donation
Land Claim No. 47, Township 17 South, Range 3 We.t, Willamette Meridian, with
the Westerly right of way line of the Southern Pacific Railroad, which point
of intersection is 1027 feet East of the Southwest eorner of the said
Halstead Claim No. 47; thence North 14' West 501 feet along the Westerly right
of way line of the railroad: thence West 208.21 feet to the East line of that
certain property described in instrument recorded June 20. 1975. Reel 147.
Reception No. 75-24B39, Official Records of Lane County, Oregon: thence South
4B6.12 feet to the center of the County Road and the South line of the said
Kalstead Claim No. 47, ,thence East along the said South line to the place of
beginning, in Lane County, Oregon.
SAVE AND EXCEPT THEREFROM the following described tract of land:
A parcel of land lying in the Northeast one-quarter (NE 1/4) of Section 27,
Township 17 South, Range 3 West, Willamette Meridian, and being a portion of
the tract of land conveyed to Joseph Vanicek and Alpina Vanicek. husband and
wife, by that certain deed recorded on March 14, 1940, In Book 197, Pa9~ SOl,
Lane County Oregon Deed Records. said parcel being described as follows:
Beginning at a point South 2737,10 feet and East B17.7B feet of the Westerly
Northwest corner of the Jacob Halstead Donation Land Claim No. 47 in Section
27, Township 17 South, Range 3 West, willamette Meridian: thence South 12' 11'
5B' East 470.40 feet along the Westerly right of way of the Southern Pacific
Railroad Company: thence North BB' 00' 37" West 10B.30 feet along the
Northerly right of way of a County roadway commonly known as "0" Street:
thence North 31- 19' 14" East 12.31 feet to a point Westerly and 2S feet
opposite the 2nd and 3rd Street Couplet Engineer's Centerline Station LH 31+95
p.o.t., as surveyed in 1972 by the Lane County Department of public Works:
thence North 12- 11' 58" W~8t 409.38 teet; thence South 8e- 00' 31" East 51.53
feet to the point of beginning, in Lane County, Or~9on.
~ '.'_~ 'V~~-04-1
,
,-
.'1" b 0
-::; .
., lv' ~.. 1
'-.J~
P
J
ADrll. '. In 7.
,',\ 15867 L~ " v. ... Po I! or
':':::.s =~~z:.~"':t~ :-'.ADE and ente:ed 1r~~o thi8 15th day o~
~~. 3r.~ bct",,'een Reloh L. Walker and vtola E. Walker
~~:eir~~:c: re~c::ed to ~. th~ G:~~:or.. a~e ~E CI~ O? S?~XNG~I~. ·
~~~.eip.l corpor.tion, 1n ~.n. oo~nt~, Oregon, her.in.ft.r r.:.rr.4 to aa
';.~\Il: G: ant....
~:~zssz~?: :n eo~.i~.:a~.on o~ ~~e .e.e,t.nea b~ grant.. on4 tho ~.. ~
io:~i~~ 0: said C3s~=ent ~o: ?reacnt Dr =~ture p~lie uce b~ 9rant...
~=~~~o:., h.=.b~ g:~n~, b~:.~ln. ..11 .n~ conV.~ ~n~O tho cront.., · p.r-
p.~~~l ....=.n~, ~ '~f..t 1~ w.4~h, togetho: w1~h the :ight to go ~po~
SQi4 e~.e::.~:ot areWi n.:reina!t.at' c3.asc:i~eCl ~o: pllrpose o~ constructl.ng. 1'.-
_~~.tr~eti~., m.in~oinir.s and u.ir.g 0 .o~i~a=~ ..w.: .to:= d:ain.g. :.eil1ty
wh.eh =a) here.~ter be 1n.~011eQ Od the following de.cr.b.d prop.r~~. to~lt.
oS: _.IlI.! .
n.lt plr< Df the \:.st~..t of ~~e fD~l""lng described p....p.rty lying southar'"
cf a line para.llel to and 45 feet r.ortherly of the center line of 'Q' Stnet
(County ~d lID. .1905): .
~e9in a~ <he In~ers.ctIDn of the SDUtil lInl Df t.~e Jacob p..lstead DonltlDn Land
C~llc ::D. ~7. ~,~.,,~~~t~ D~ri ' ,.~Ht WI11....tte r..ridi.n. with tht
\-Iester')' right Y he ;,;...hern 1f1c Railroad which point of inter-
section ~s 1027 feet East of thr SO~L~est corner of the said Htlstead Claim He.
47; thence r:ortil 14- ~est SOl feet along thi!' \'Jester't right of way 11ne of the
railroAd; thznce ~':est 208.21 'feet. ttler.ce South ~86.12 feet to the center of Uta
Co"nty ROle and the South llne of <he ..aid HIlsteld Clal,. 1\0. 47. thenct East
a'Dng the Slid South lint to tr.e pllco of beglMlng.
I
I.
i'.
~Q ~~VZ ~ ~~ ~ ~he &bove e~5~nt to the 5&i4 G:ant... ita aQcc..aoxa
~~C. .ssiS~. forever.
:s: ~jt'ZZC:.\l ~~o. -:pe c:antor" ~o he~e~y give .ne! grant unto the C1't)f of.
$?=i~stield. a eonst=uctLo~ ease~r.~ D~ I.~ feet in width along and
:1~~t:~ing the ~:rl ~ic1~ z:.:-~ for tbe 'full length of the
a~o=.~entione~and ~escr~ed ~=petual easement tor the purpose of g1vtDg
c ~~=~ area a~rin9 tbe cQnEt:uction of a storm dreina9- facility aD4/oz
I;e:d,..~a:y sewer ",it~iD t~. perpetual eeaelHDt.
':0 SAVZ A..',":> 'rO l'":oIJ) said construction eale~nt. unto the s~i4 city ot: SFiDg-.
:icl~ an~ ~ it. succeSSOrs end .lsiSnl. curing the const:uct1on o~ the .~
~n~/or sanita:y sever. 'Opon the construct-in of tb.:a storm ~rainage :acUlq
~~C/o: .ar.~tary c~e: ~nd ita acceptance for use. the constructloD ....-.D~
::.ercin nacoe~ 5haU beeo~ void.
. ,
~.
'"
..
1
~
!
1
"1
.
,
t-
---
..
.' ....
..;.
'-
i
.:'..-.
'.
-.$-' -.
::.: ~::o::csS ~? the c;.:.a::.to:_ above ~~4 h.ve hereunto ..t: tb.ir haDi!e
z..~c leals :':"1is I ..; _~ -Say of ,. "~jlf. t ~9....z:t.....
.(sz;.z.l /2~"fh5/ ~j/<'1!-(SDL)
,(S;;:A:.) 11, Jr, r 1\\ r. ( V. V (r..AI.)
,
:~~~z. ~'19:tZ~~. co~n~) o~ -' A ~&- ~II ~~:lo~311~
~~C'..","d".ot:4c.~wlcC=ged ';~.c: ..:o:~soln.; ir.s~~02::.t 'toO ~ C (
,"co'-':. aO~9:.r~.
. _! .,'.:J ~'., \
. .. .,..,
;~,"c:' 1~:-"1-J.: ': ;lJP~' L
....?pelX'Cd 1;~" ~".
n Y01....tU1' a~ alllS .
t~
.P'\........
lS~.
~/--f~- ..~v
U .........
~~lie
~j
.",. . J
.,..:.... ::.
....." ''''J--; le..' ~n
.. ....,."::::: ~........
~-
..,
7'7
::x~~:e.
..'r
'~ .
-
"
3~
NOV 15 1988 154'1 R-
-
,
/1-- 3 -J 7-~ (
'.-
.,-
,
. ~
,"
"81\791.1
UH~.!.!!.l
I' .J-~".I .~3'".'''
t.'"
I " ,.~
'9 BB... by
.~ .
TI-I15 HIOE/lTURE MAOE .nd entered fnto this 1B-dilY of .D.t"-frl"""'"
'l"Id bet"'ff"~~' 11\~'r .If f'rY\,~y...."J A \1 ,~\u,..
l'lereiurter F',ftrred to as tile t;rantcn, and TIlE CITY OF SPRI'IGFlELO. I munic.tp.l c.orporatt on ,
tn Lane County. O~gon, her~l"lfter rlferred to as the tirlntet. ,~'=':AOIl 111\5188 R~C 5.11
u'H5'"
'.oI1T~IESSETH: In c.onsid~r.ti"" of the lcceptance ~y Gr.)ntee and the use of holdfn9 of Slid
eUI!ll!f'lt ror ,resent or future public. use by GfUltee. r,rantoM I hereby grant. b.rgain. u11
and CC"wey unto the GrtntU. I per'petu.l !utt:'!nt -10- feet tn wtdth. together with the
dgM to C;O 'Jpon said eaSfl!'ent arU here;nafter ctescrlbed for purpose of connnctfng. ,...
'on5trvctfn~, ~atnt.;ntng and using a sanit.ry sewer storm drl'n.~e flc.tlitr whicb ~
herufter be installed on tne follcwlng described property. to--wtt: .
Beginning at I point on the nort'" i-tghtpof-way Itne of Q Street. said potnt being 30 fNt
north and 691.5~ feet east of the SouthweSt c.ornter of the Jacob Halstead Oonatton land
Ch1m P+o. 47 in Town1ihly 17 South. R'noi ] Weo;t.of the Wll1a,",tte; thenc.e South 88-.0'30"'
Ent along th~ 'JII.'" . ,~\I ~ ~.' ~.~ .. ..u .~.:t; thence leaving said north 11ne North
3]010' East 72.37 reet; thence north 12-12' west l!S.O fe~t; th~nce west 10.31 feet. thenc.
1iouth 12.12'. east. 'S 37.20' west 10 ft-et ...stt'rly and 10 feet northwesterlylnd parln.l
to the 'NIfgln of Morth Second Street (Pioneer Park:.oIay \.lest) to a potnt 10 fll!et north of the
nort'" r;ghtpof.way ltne of 0 Street; thenc.e north 8Bf40'30. west parAllel to the north line
of Q Street to a point 10 feet north of the point of beginntng; thence louth 10 fNt to the
point of beginning tn Lane County, O~.
.'
. .~- . ..!
61131AII1 11115188PFHD
.."'5"
11.11
TO HAVE AllO TO HOLD the abo." eueoent to t:ne said Grllnt~e. its; successors Ind Intgns
forever..
W AODIlIC:1 Tfol:PETO. the Gr~ntors 10 her'''!by -;ive ~nd ;trllnt unto the City of Springfield;.
c~nstructton use~nt of 1 feet in ~1idth !lIon? an~ IcSJoin'r.g the RQrttprh lInd ,<h~{
SlC::e and for ~t'e ('JII lengrrlOT ehe .fo'e~ntjone-j and ~escrloed per~it\ii1 ennlent or
:lurpose of ;hil'l~ . '.10rk. ar~a during the construc.t10n of a stom drainage f.C'flit.1' .nd/or
unitary se~.Jer wlt....'n the ~erpetual e.sement. '
TO HA'.'E ArlO TO HOLD said construction easemellt unt~ the uld CHy of Sprtngfield And to.1ts
suco::~ssor~ ind assigns. during the constr:Jc.tlcn of the Horm and/or unital')' sewer. Upon the
construction l)( the st~nrl c!rain!ge facility and/or unittry sewer and its acr:rpunce for use.
the CCllstr~c.tlon e.sew.ent herein named shill becc~ void.
1" WITilESS :.~E~EI.:!F. the Ijral'ltol"S
.J&'~lt.c! ~...., ..
.i\~1~'1(\ \
: ..... ;.
:. _ i
~. -. U::i",rl-~
:.: ".~~~" ~ r .~~~:~~ f
~boyt named have here~ntD set their hinds and s.11s this
, 19 .sa'
~7 .u.J~ (SEAL)
;SEAL) ~?}'.';~.?.JrPJY.//j,~~SEAL)
. STATE OF OFe:C-ofl. Ccunty of .L,Q71 . 55. . PenoMdJ.{ apc"r"ed the above named Ind -""'!"
acknowledqed the 'ore9oin9 lnstfUrr.ent to De~ voluntary act and dud. aefon-:
O.ted cc..-1~....~ _ . I ~ A.D.. 19 ea.. .1:!a.. t' () .48-
:Jotar)' h c. for 0"'900
~ SEAL I
:<ty Cl)I'Iftlss11)1\ Exotres Uo. ~_A"
. .>
CI5 EO '~-1
F Z.I ~
a
;a......,.. 1"fl,Y, w: r
E ;.'1""
........,:--
.. .... .............
~:;;.
.... :. .'.~:.
.'~ ..: .~' -. Jo,,: ....J.
,: :~.(" ~ ...~,~.~i, iT-~.~~~:g~
.. ':~ r ., '.'~.'" .~,.. ~.. .,.,~. ~.~.1II ;....._.~~'"t;-tT:...~,.
. -.~ -~, .~~~. .~:~':'(.~'!-~~~~~;1'~;':;.~~3::ft:r4~~:?#
:_"~de": ;,~:: ..!.:i :-,', '~.;~.~~,.'~ "'~~. ". . .::r.:.i ...,~':;;;;'..l.. ....,T::.~... ;"-~::;S"i>'-' ~;.......-;;i.
..._-!'Io:.~ )~\_ .. '~" ~ :IP"~L.~ r'M.~"...-;..- ... . ~...~~:c;~'
~ ~-...~. . ~....... l~ -. ..-....;1f:!:.~.....~t'i...lilt..:'!'-.....-,:.~.._......... _....___"J;ii!""...-.
,... o. .._.._.:\:_ ~~_ ~..,' ...,~...~l.~_'_~_'_ ~...
_ ..._. _ ...... . - .... -:..J~. ,... '.. ~..-:-: - . . .'~.>.J'." -.......
.:
......
.';'
.,
)1:::
l
. ,
-..!...-.,.
:::-11.::" ..
... ,~.
.
.:. ~
(:
'~
"
\r';~;..~;:,~~
.,,:.
..1
,
.'
EXHIBIT "A"
February 26, 2007
LEGAL DESCRIPTION OF THE PUBLIC UTILITIES EASEMENT ALONG
THE WEST LINE OF PIONEER PARKWAY NORTH OF Q STREET
Beginning at the South West corner of the Jacob Halstead Donation
Land Claim No.47, Township 17 South, Range 3 West, Willamette
Meridian, thence South 89051'46" East, 697.52 feet, along the South
donation land claim line to a point; thence North 0008'14" East 30 feet
to a point which is the southeast corner of that certain property
described in instrument recorded June 20, 1975, Reel 747, Reception
No. 75-24839, Official Records of Lane County, Oregon; thence North
259.81 feet to a point on the East boundary of that said property;
thence South 89057'13" East, 66.39 feet; thence North 75058'45"
East, 134.37 feet to a point on the West right of way of Pioneer
Parkway which is the POINT OF BEGINNING; thence South 14001'45"
East, 106 feet along said right of way line to a point at which the
existing 10' storm sewer easement begins, as described in the
easement document dated November 15, 1988, reception No. 88-
47911, official records of Lane County; thence along the north
boundary of said 10' storm sewer easement South 75058'15"West 7.0
feet; thence along a line parallel to and seven feet distant from the
West property line of Pioneer Parkway northerly 275,9 feet to the
North Property line of the property described in the warranty deed
recorded in Lane County March 4, 2005, 2005-015342, thence
approximately 7,0 feet easterly to the property corner of said lot,
which is on the West right of way line of Pioneer Parkway; thence
southerly 168.1 feet to a point on that west right of way line, which is
the POINT OF BEGINNING.
,
PUBLIC UTILITY EASEMENT
Tax Map & Lot Numbers Tax lot 3300, 17-03-27-10 (on the date of execution)
THIS INDENTURE MADE and entered into this 31 th day of Janua['( ,"2007 by and between
SkYJ'iew, LLC a Utah Limited Liability CO(Tloa'lV, as to a 50% interest, and South PlazaT[ILC, an Oregon
limited Liabili~ Company, as to a 50% inleres!. hereinafter referred to as the Grantor(s), and the CITY OF
SPRINGFIELD, a municipal corporation, in Lane County, Oregon, hereinafter referred to as the Grantee.
WITNESSETH: In Consideration of the acceptance by Grantee and the use or holding of said easement for
present or future public use by Grantee, Grantors hereby grant, bargain, sell and convey unto the Grantee, a
perpetual easement seven feet in width, together with the right to go upon said easement area
hereinafter described in Exhibit "A" for the purpose of constructing, reconstructing, maintaining and using
PUBLIC UTILITIES which may hereafter be installed on the following described property, to-wit:
SEE EXHIBIT "An
ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE
TO HAVE AND TO HOLD the above easement unto the said Grantee, its successors and assigns forever.
IN WITNESS WHERI;O,F, the Grantors above named have hereunto set their hands and seals this
3/ ,dayof Jhltl1:}')/ ,200/'1
~l/
< ./
. ------
A/:/"""-;-7)('"
. r
7Jl A~r./ ~
. ('h1lE)-
(TITLE)
STATE OF UTAH I- }
COUNTY OF,.~k/l fa =? SS
BE IT REMEMBERED that on this 31 ~- day of -,Ic..VlLJet., ,200 "7 before me, the
undersigned, a notary public in and for said County and State, personally appeared the within named
:fi--efr r-O)(, whose identity
was proved 0 me on the basis of satisfactory evidence and who by me duly sworn, did say ihat wit lox
is/are the /lct.'1""1\1''-- of :'~\k\A) Ii.",,) I LL(. .
and does ac mowledQe' said instrument to be the free' act and deed of said Corporation, and that the seal
affixed to said instrument is the Corporate seal of said Corporation, and that said instrument was signed and
sealed in behalf of said Corporation by authority of its Board of Directors.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and year last
above written. _ , / '/"
(,. /:/ I / l'
~' ,I
. ) (;:'L---1/1 '---
LNotary Public fOr Utah
V
@) SABRINA J COMINS
1 m NOTAIlYPU8UC. 8TATE OF UTAH
jl 11.;,)<.1. 0448 5 ~ E
. SALT lAKE em UT 8411l
.. My Comm. Exp. 03/01/2008
~-'
THE CONVEYANCE set forth in this instrument conveying title or interest to the City of Springfield, a Municipal
Corporation of the State of Oregon, is hereby approved, and the title or interest conveyed therein is hereby
accepted.
CITY OF SPRINGFIELD
By:L~'Y
Dennis P. Ernst - City of Springfield Surveyor
M."'CN 7, 2CJO~
Date
Division of Chief Depuly Clerk
Lane Counly Deeds and Records
~~~1.~~~J~~
111111111111111111111111111111111111111111111
o 11944.:620070020308 1020022 03/27/2007
RPR-ESMT Cnl=l Sln=l CASHIER 05
S10.00 S10.00 Sll,OO
RETURN TO; CITY OF SPRINGFIELD - PUBLIC WORKS DEPT - 225 FIFTH STREET _ SPRINGFIELD OREGON
97477 ,
$31. 00
10:56:15 AM
C:\Docufrenls and Sethngs\Brel\My Docurrenls\Q Slreel\Clly App\Ea! ~...~. ..-w->RUE.App.UT(1.31.()7).doc
REVISED Seplerrber, 2004
EXHIBIT "A"
February 26, 2007
LEGAL DESCRIPTION OF THE PUBLIC UTILITIES EASEMENT ALONG
THE WEST LINE OF PIONEER PARKWAY NORTH OF Q STREET
Beginning at the South West corner of the Jacob Halstead Donation
Land Claim No.47, Township 17 South, Range 3 West, Willamette
Meridian, thence South 89051'46" East, 697.52 feet, along the South
donation land claim line to a point; thence North 0008'14" East 30 feet
to a point which is the southeast corner of that certain property
described in instrument recorded June 20, 1975, Reel 747, Reception
No. 75-24839, Official Records of Lane County, Oregon; thence North
259.81 feet to a point on the East boundary of that said. property;
thence South 89057'13" East, 66.39 feet; thence North 75058'45"
East, 134.37 feet to a point on the West right of way of Pioneer
Parkway which is the POINT OF BEGINNING; thence South 14001'45"
East, 106 feet along said right of way line to a point at which the
existing 10' storm sewer easement begins, as described in the
easement document dated November 15, 1988, reception No. 88-
47911, official records of Lane County; thence along the north
boundary of said 10' storm sewer easement South 75058'15"West 7.0
feet; thence along a line parallel to and seven feet distant from the
West property line of Pioneer Parkway northerly 275.9 feet to the
North Property line of the property described in the warranty deed
recorded in Lane County March 4, 2005, 2005-015342, thence
approximately 7.0 feet easterly to the property corner of said lot,
which is on the West right of way line of Pioneer Parkway; thence
southerly 168.1 feet to a point on that west right of way line, which is
the POINT OF BEGINNING.
..
January 25, 2007
LEGAL DESCRIPTION OF THE PUBLIC UTILITIES EASEMENT ALONG
THE WEST LINE OF PIONEER PARKWAY NORTH OF Q STREET
Beginning at the South West corner of the Jacob Halstead Donation
Land Claim N0.47, Township 17 South, Range 3 West, Willamette
Meridian, thence South 89051'46" East, 697.52 feet, along the South
donation land claim line to a point; thence North 0008'14" East 30 feet
to a point which is the southeast corner of that certain property
described in instrument recorded June 20, 1975, Reel 747, Reception
No. 75-24839, Official Records of Lane County, Oregon; thence North
259.81 feet to a point on the East boundary of that said property;
thence South 89057'13" East, 66.39 feet; thence North 75058'45"
East, 134.37 feet to a point on the West right of way of Pioneer
Parkway which is the POINT OF BEGINNING; thence South 14001'45"
East along said right of way line to a point at which the existing 10'
storm sewer easement begins, approximately 106 feet; thence along
the boundary of said 10' storm sewer easement 7.0 feet westerly;
thence along a line parallel to and seven feet distant from the West
property line of Pioneer Parkway northerly 275.9 feet to the North
Property line of tax lot 3300, 17-03-27-10, thence approximately 7.0
feet easterly to the property corner of said tax lot 3300, which is on
the West right of way line of Pioneer Parkway; thence southerly 168.1
feet to a point on that west right of way line, which is the POINT OF
BEGINNING.
, . ""'. J
~
"4.~tE
---
First American
First Amerlt::iln rlt/e Insurance Company of O~on
600 Country Club Road
Eugene, OR 97401
Phn - (S41}484-2900
Fax - (S41}484-7321
Order No.: 7191-909803
September 26, 2006
FOR OUESTIQNS REq)\,RQIIlI.G YOUR CLOSING. PLEAS~TAcr:
CYNTHiA FOST}:1l, Escrow Officer/Closer
Phone: (541)484-2900 - Fax: (541)484-7321 - Email:cgfoster@firstam.com
Rrst American Title Insurance Company of Oregon
600 Country Oub Road, Eugene, OR 97401
,FOR ALL OUESTIONS REGAR(lINl1]ttlS PREI.IMIN/lY REPORT. PLEASE CONTAcr:
Aonal f>enton, Title Officer
Phone: (541)484-2900 - Fax: (541)484-7321 - Email: radenton@firstam.com
Preliminary Title Report
ALTA 0wneIs Standard Coverage Uability $ Premium $
AL TA 0wneIs Extended Coverage Uability $ Premium $
ALTA Lenders Standard Coverage Uability $ 7,000,000.00 Premium $
AL T A Lenders Extended Coverage Uability $ Premium $
Endorsemen1 Premium $
Govt Service Charge Cost $
Other Cost $
8,325.00 S1R
SO.OO
We are prepared to issue Title Insurance Policy or Policies in the form and amount shown above, insuring
title to the following described land:
The land referred to in this report is described in Exhibit A attached hereto.
and as of September 21, 2006 at 8:00 a.m., title vested in:
Skyview, LLC, a Utah Limited Liability Company, as to a 50% interest and South Plaza II, LLC, an Oregon
Limited Liability Company, as to a 50% interest
Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and
the following:
1. Taxes for the fiscal year 2006-2007 a lien due, but not yet payable.
2. The rights of the public in and to that portion of the premises herein described lying within the
limits of streets, roads and highways.
This report is for the exduslve use of the parties herein shown and Is preliminary to the Issuance of a
title Insurance policy and shall become void unless a policy is Issued, and the fun premium paid.
~.
Preliminary Report
Order No.: 7191.909803
Page 2 of 5
3. Easement, including terms and provisions contained therein:
Recording Information: December 20, 1924 in Book 141, Page 519, Deed Records of
Lane County, Oregon
In Favor of: Oty of Eugene
For: Power line
Said easement was released by Quitclaim Deed from the Oty of Eugene, dated February 27,
1961, and recorded Reception No. 25738, Deed Records of Lane County and being confined as
therein described.
4. Covenants, conditions and restrictions, including the terms and provisions thereof, contained in
Declaration recorded December 06, 1945 in Book 304, Page 53, Deed Records of Lane County as
follows:
"1. No residence smaller than 800 Sq. Ft. and costing less than Four Thousand Dollars
($4,000.00) shall be permitted on any part of this land and each building constructed or placed
on said land shall, within ninety days of its erection, be painted with two coats of good quality
paint.
2. Before anyone occupys a permanent residence on any part of these premises, said residence
shall be connected with a standard septic tank which shall be properly maintained at all times
and the absorption field of said septic tank must pass approved requirements."
5. Easement, including terms and provisions contained therein:
Recording Information: April 19, 1974, Reception No. 74-15867, Official Records of Lane
County, Oregon
In Favor of: Oty of 5pringfield
For: Sanitary sewer/storm drainage facility
6. Easement, including terms and provisions contained therein:
Recording Information: November 15, 1988, Reception No. 88-47911, Official Records of
Lane County, Oregon
In Favor of: Oty of Springfield
For: Storm drainage facility and/or sanitary sewer
7. Une of Credit Trust Deed, including the terms and provisions thereof, given to secure an
indebtedness of up to $1,665,000.00
Grantor: Skyview, LLC , a Utah limited liability company, as to 50%
interest and South Plaza II LlC, an Oregon limited liability
company, as to 50% interest
Beneficiary: UbertyBank
Trustee: Western Pioneer Title, a Division of First American Title
Insurance Co. of Oregon
Dated: February 28, 2005
Recorded: March 04, 2005
Recording Information: 2005-015343
8. Any conveyance or encumbrance by Sky View, LLC and South Plaza II, LlC should be executed
pursuant to their Operating Agreement, a copy of which should be submitted to this office for
inspection.
first American T7tJe
Preliminary Report
Order No.: 7191-909803
Page 3 of 5
- END OF EXCEPTIONS -
N01E: We find no judgments or United States Intemal Revenue liens against Skyview LLC and South
Plaza II, LLC
NOTE: Taxes for the year 2005-2006 PAID IN FULL
Tax Amount: $3,545.47
Map No.: 1703271003300
Property ID: 0228104
Tax Code No.: 01900
Situs Address as disclosed on Lane County Tax Roll:
104 Q Street, Springfield, OR 97477
THANK YOU FOR CHOOSING FIRST AMERICAN TITLE!
WE KNOW YOU HAVE A CHOICE!
cc: Skyview LLC
cc: UbertyBank
899 Pearl Street, Eugene, OR 97440
First Arneric4n T/tJe
Preliminary Report
Order No.: 719t~909803
Page 4 of 5
~
' .
First American Title Insurance Company of Oregon
SCHEDU~ OF EXCLU;;IONS FRON S:OVERAGE
ALTA LOAN PCSUCY (10/17/92)
The rollowtng fl'\al:tm.areexpresstyexduded fTmI thea:M!fage rlthlS polley and theCornpany wll net pay Iossorda'nage.. costs,at:lJ:Ime)'S' (ees0' l!lCpenseswhich arise
byreasonal:
1. (a) Arrt law, ordinaoc:e a goyerrmental regulation (inckIdlng bul: not limited to building and 2DI1ing laws,. oroina0ce5, a ~1atiDnS) rest:rktng, reguliltinO, prohlblmg
or relating to (I) theOCXllPillQ, use, oreownent rlthe land; (II) thect\araCtE!f,dimeI1sioosor kxatIon rA.,y , .. I /. now or hereal'tererected on the land;
(llI)aseptlriJtXlnnOlWTle'Shlpcrad1arlQelnthe: ~..1. , or area rltheland orarryparteldM'iichtheland Is or was a part; or(lV) . . _ ._"ptCJteCtIoo,or
theetfectr;lanyviolatioorAtheselaws,on:llnanceSor~.. .. reQUIatIons,~totheextent:thatalUkErltheenforamenttherecicranctterla
defect, Men 0' encumbranceresul1ng from" vIoIatlon 0' a11eQed vIoIatbl affec:tJno the land has been realfded n the pl.tJIi: records at DaterA PolIty;
(b) Any W.. ~..... pollee power not exduded by (a) aI:loYe, l!lCcept to the extent that a nctIce dtheellerdsetherrdor a lUkE of a defect, Ien orenwnl>fance
resuItI1g fran a vloIatIon or a/1eQed violation afI'e::ti1g the land has been remrded... the pubk I1!COI'ds at OaterlPolICy.
2. Rlphtsrleminent da'nain \.lfl1ess lUkEaltheexerdse tf'leralfMsbeen rea::n1ed In IhepubliC records at Oateof Polley, but notexduding rn:m coYeragean.,. ta~
whldl has Q(D.II'T'(!lI pr1orto DatealPollcy which would be binding on the OgIltsrl a puld\aser forvcMJe wlhcut knowIedl}e.
3. Defects, liens, encumbraoceS, adYef5e dam, or Olher matte"5:
(3) created, suffered, asSI.ml!d or agreed to by the Insura:! dainant;
(b) not known to the Company, net recorded in the pubk I1lCCftis at o.e rI PolICy, but knOwn to the Insured dainant: and not dlscDsed in wr1tJnQ to the Company by
the ...sured dalNnt prior to the date the insured damant became an i'\sIJred undl'J' this paley;
(c) resulting ... no kJSS or danage to the Insured claimant;
(d) attaching O'aeated subsequent to Date of PoIcy (except to the extent that thIS polley Insures the prb1ty althe lien clthe klsured mort:gageom any statub:Iry lien
forsevlce5,laborormaterialortheextentinsurana!isaffOrdedhen!inastoa~I"",l:5forstreet ~... . _ underconstructiOnor~atClaterl
policy); or
(e) resub1g: in lOSS or damage whld1 WOUld not have been sust:ained If the Insured daiTlant: had paIcIvalue for the Insured matgage.
01. L....~_.u'--.Ilty ctthe lien althe insure:I mortgage becausectthe i'Iabllity a failure alttle nsured at o.erlPollcy, or the inability or failured any subseQuent owner
rAttle il~.$, toarrw wlth ttleappllcable -dOO;J btJ5kless-lawsdthe state In whld1 the land Is SItuated.
5. Invalidtyor~. ..'....,.... rAtheliendthei1suredmatgage..ordainthered,whicharisl!soutdthe~"',""'m__evldence:Ibytheinsun!l:lmortQaOl!andisbased
upon usury or any consumer aetllt prttectlon 0' truth In lending liM.
6. Arrt statutory lien for servlces,laboror materials (Of the dam aI priority dany statutory lien forsevlces, labor or mateIiaIs CNeI the lien dtheinsured mortgage)
arising from an J r." ,.aworkrelata:JtothelandwhichlscontractedfO'and.. ....,:subse:!uenttoDatedPolicyandlSnol:financedflwho!eorinp3rtby
procl'Jl!ds dttle k1dettedness secured by the Insured mcrtgagre whld1 at Dated PolICy the Insured nas adYanO!d or lSobIlgated to advance.
7. MY d;Im, whld1 anseswalthe.~ ......__ 0"eittD;I the kltere5t rAthe ITV)rtOagee Insured by this policy, by reason rAthe operatlon rlfederal bankn.lptcy, state
1n~,orsl'nilaroedlt(n'r1gl1tslaws,that:lsbasedon:
(t) thetransactlon01'!i!lti'lgthei1terestdfhc!lnsuRld~beltlgdeemedafraudu1entCOl'l'l'e'(arlCecrfraudulenttranster;or
(I) thesubordinationclthelnterestaltheilsured~asaresutdtheappllcatlonalthedodnned8lultabfesuborttination;or
(Ill) the .~ -A... oeanno the tnte"e5talthe klsured mortgagee belrlQ deemed a ptt'ferentIaI transferexc:ept whEre the prefert!ntiaI transfe' resuIt:s rn:m the fa~ure:
(a)totmety IlllXlrdthelnsb1.mentdtransfer, or
(b) alsudl reo:rdatIon to i11part notice to a pm:haser fa value or a)udgmentOf lien creditDr.
ALTA OWNER'S POUCY (10/17/92)
The faIowing matters are l!lCpreSsIy extude::I fn:rn thecoveraoe althiS policy and the ~ will net pay Iosser damage. costs, attorneys' feesor expenses. which arise
by reasm d:
1. (a) My law, ordinance or .... ,.. regu\atlon (inclJdlng but: not limited to building and ZDnlng laws, ordinances, or regulatXlnS) restJ'icb1g, regulamg, prohllltinO
or reIatlng to (l) the 0CClIJWlC'f. use, or enJQrment althe land; (i) thed'larac.ter,dmensIon501' IcJc:atjOf'I dany ~.. .. . now or hereal'ter erected on the land;
(il) a separation... ownership or a change In the dmensIonscr area rI the land or any parcel d whlctl the land Is Of was a part; or (lV) e.1~'OInIIClU PItte:tiOn, or
the8fettalanyYlolatla1dtheselaws.ordinancesor... .,..~,l!lCcepttotheextertthal:anc:tterJtheenforameflttherectoranctlceda
defect, lien or encumbrance resutng from a YioIatlon or aIIEQed vlOIatIDn affectlng the land has been remrded In the public records at Date cI PolIcy.
(b) My goo.en~I""'.tdI poIce power not etduded by (a) aboYe, eu:ept to the emrt thai: a nctIce rJ the exet'dse thereof or a nctIce of a defe:t. Ien or ena.mbfance
resublg fran a vlOlatbl or alleged YioIiKIon affecting the land nas beenl1!lCOrded In the p.,lbk recordS at Dab!d Polity.
Z. RIghts aI emi'1enl: danain unleis notice rJ the exercise therect has been remrdej In the public recortIs at Date rI PdlCy, bit: not exOJding from ~ an.,. takng
wNdl hasoa:urred pr10r to Dated PDIlCy wt\Id1 wouU be binding on the f1Oht:srl a puld\aser for YaIue wlthout krJowIetIge.
3. Defects, liens, encumbrances. adYene claims. or Olher matters:
(a) created, sutl'el!d, as5l.InEd or agreed to by the Insuft'd damant;
(b) not known tothe~. nctreconJedin thept.ttC I1!UlrttS at: Date rJ Policy, bul: known to the inSUred damant and nctdl5cbsed In wntng to the ~ny by
the ilsured damant prior to the date the Insu"ed daImant became an insured under thiS paley;
(c) resutlng In no loss or damaQetothe Insured daImant.;
(d) attachlng or aeated subse:!uent to Date rA PoIr,; or
(e) re9J1ting In bss or damage whiCh would not ha'I'l! been sustained If the Insured daiTlant had paid value for the estate or inter@StlnsufedbythlSpoIItv.
04. Anydaim. which ansesoutdthe .".~ .-:. \lIeitinalntheklSUf1!dtheestateorlnterestlnsuredbythlspolicy,byreasondtheoperabondfEdEJalbankruptty,state
insolYenty,orsl'nilarcreditors' f1ghts1aws. that is ba5e:I on:
(I) the.. ...... CfeiD1gtheestateor Intere5tInSured by thlspc>>ltybein!l deemed a fraudulent mnveyanceor fraudulent transfer; or
(Il thetranSaCtlon aeamg the estate or lr1l1rest insured by thls paley being deemed a preferential tranSfer except where the preferential transfer resuts rn:m the
faikJle:
(a) to tmety record the lnstnment d traoster; or
(b) dsudl .n:'.. tolrr1JilrtnotlCetoapyrchaser-forvalueorajudoment:orlenaedltor.
SCHEDULE OF STANDARD EXCEPTIONS
The ALTA standard pdleY form will contain in Schedule B the foIlowlng standard I!X(l'JltlOns to lXJIi'er3ge:
1. Taxes or assessml51tS whId1 are not shollm as exlSthg liens by the recuds d any taxing atthorty that levies taxes or -->0>---......_.... on real propf!rty or by the public
recuds; proceediog by a pubIlcaoentv whld1 may resut In taxes or ......._~L____.. or notlI:e dsudl ~ . .....~ ~J. whether 0' not shOwn by the It!alrds dSudJ agency or
by thepubllcremrds.
2. Any facts, rights. i1bnsts, or dams which are nol: shown by the public records but whld1 cculd be ascertained by an klspecbonalsaid land or by making lnQuiryd
persons in possession thereof.
3. f.tse11erlt:s, clams deaseTM!Jll:or encunbrances which are net 5hown by the publiC records. ~L.'--_.'~ mining c\aIms; reservatIOns or exceptions In pateJts or in Acts
aut:hortzIng the Is9.iance therect; water rights, daIms or title to water.
01. Anyllen,orrlghttoalen,forservlces,laborormaterlal.-, ..... ,orl'lereafterfurnlshed,mposejbyli!wanclnot~bythepubkllllXlrds.
5. l_'_.r"__o>,confllctslnboundarylines, ~lnarea" ~ ..: .... oranyOtherfadswhictlamrrectsurveywoutddtsdose.
NOTE: A SPECIMEN COPY OF TIif POlICY fORM (&R FORMS) WIll BE FURN~ED lJ>ON REQUEST
n 1019 Rat. 5-99
First American TltJe
Preliminary Report
Order No.: 7191.909803
Page 5 of 5
Exhibit" A"
Real property in the County of Lane, State of Oregon, described as follows:
BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE JACOB HALSTEAD DONATION LAND
ClAIM NO. 47, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, WITH THE WESTERLY
RIGHT OF WAY LINE OF THE SOUTHERN PADRC RAILROAD, WHICH POINT OF INTERSECTION IS 1027
FEET EAST OF THE SOUTHWEST CORNER OF THE SAID HALSTEAD CLAIM NO. 47; THENCE NORTH 140
WEST SOl FEET ALONG THE WESTERLY RIGHT OF WAY LINE OF THE RAILROAD; THENCE WEST 208.21
FEET TO THE EAST LINE OF THAT CERTAIN PROPERTY DESCRIBED IN INSTRUMENT RECORDED JUNE
20, 1975, REEL 747, RECEPTION NO. 75-24839, OFFICIAL RECORDS OF LANE COUNTY, OREGON;
THENCE SOUTH 486.12 FEET TO THE CENTER OF THE COUNTY ROAD AND THE SOUTH LINE OF THE
SAID HALSTEAD CLAIM NO. 47; THENCE EAST ALONG THE SAID SOUTH LINE TO THE PLACE OF
BEGINNING, IN LANE COUNTY, OREGON.
SAVE AND EXCEPT THEREFROM THE FOLLOWING DESCRIBED TRACT OF LAND:
A PARCEL OF LAND LYING IN THE NORTHEAST ONE-QUARTER (NE 1/4) OF SECTION 27, TOWNSHIP 17
SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, AND 8EING A PORTION OF THE TRACT OF LAND
CONVEYED TO JOSEPH VANICEK AND ALBINA VANICEK, HUSBAND AND WIFE, BY THAT CERTAIN DEED
RECORDED ON MARCH 14, 1940, IN BOOK 197, PAGE 501, LANE COUNTY OREGON DEED RECORDS,
SAID PARCEL BEING DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT SOUTH 2737.10 FEET AND EAST 817.78 FEET OF THE WESTERLY NORTHWEST
CORNER OF THE JACOB HALSTEAD DONATION LAND ClAIM NO. 47 IN SECTION 27, TOWNSHIP 17
SOUTH, RANGE 3 WEST, WIUAMETTE MERIDIAN; THENCE SOUTH 120 11' 5B" EAST 470.40 FEET
ALONG THE WESTERLY RIGHT OF WAY OF THE SOUTHERN PACIAC RAILROAD COMPANY; THENCE
NORTH 880 00' 37" WEST 108.30 FEET ALONG THE NORTHERLY RIGHT OF WAY OF A COUNTY
ROADWAY COMMONLY KNOWN AS "Q" STREET; THENCE NORTH 370 19' 14" EAST 72.37 FEET TO A
POINT WESTERLY AND 25 FEET OPPOSITE THE 2ND AND 3RD STREET COUPLET ENGINEERS
CENTERLINE STATION LW 31+95 P.O.T., AS SURVEYED IN 1972 BY THE LANE COUNTY DEPARTMENT
OF PUBLIC WORKS; THENCE NORTH 120 11' 58" WEST 409.38 FEET; THENCE SOUTH 880 00' 37" EAST
51.53 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON.
Tax Parcel Number: 0228104
RrX American rJtJe
J
, City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Site Plan Application, Type I & II
~~~
Application Type (Applicant: check one)
Site Plan Review:
~
Site Plan Major Modification Type II: 0
Applicant Name: Phone: 801-5967711 ext27
Company: IThomas Fox Properties IFax: 1801-5967161
Address: 1515 West Picket Circle, #400. Salt Lake City, UT 84117
Applicant's Rep.: IGary Reed Iphone: \541-9571033
Company: IWeber Elliott Engineers P.C. IFax: 1541-9571033
Address: Ipo Box 10145 EUQene OR 97440
Property Owner:
Company:
Address:
Skyview, LLC and South Plaza II LLC Phone: 1801-5967711
Thomas Fox Properties Fax: 1801-5967161
1515 West Picket Circle. #400, Salt Lake City. UT 84117
TAX LOT NO(s): 3300
SprinQfield OR 97477
ASSESSOR'S MAP NO: 17-03-27-10
Property Address: 104 West Q Street
Size of Property: 2.19
Proposed Name of Project: Parkway Center
Description of
Proposal:
Acres ~
Square Feet 0
Development of a 24,838 square foot commercial center
# of Lots/Parcels: 1 Avg. Lot/Parcel Size: 95,391 sf Density: n/a dujacre
New Impervious Surface Coverage: 38,516 sf Bldg. Gross Floor Area: 24.838 sf
Required Property Information (City Intake Staff: complete this section)
Zoning: LMI/CC
Applicable Refinement Plan:
Location: City Limits ~
Associated Applications:
Pre-Submittal
Case No.: PRE'2o::::(;- cxx:57o Date:
Case No.: 1(LC2/)QiJ
Application Fee:
-~Date:
Postage Fee:
Page I of 10
Overlay District:
Plan Designation:
Urban Growth Boundary 0
I D-II-O~
\0-27-06
Reviewed by:
(initials)
Reviewed by: _ \I' .
(initials) f.L("1..
Total Fee: 0
Steps in the Process:
1. The Applicant Submits a Pre-Submittal Meeting Application
The Pre-Submittal Application is mandatory but there is no additional review fee for this
service. The submittal package must conform to the application completeness checklist
attached to this form. You are required to submit 7 copies of the submittal requirements
packet for pre-submittal review. Pre-submittal meetings will be conducted every Tuesday
and Friday between 10:00 am and noon. We will strive to conduct the Pre-Submittal
meeting within five to seven working days of receiving the application.
2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly encourage you, the owner and design team to attend the Pre-Submittal
meeting. The meeting will be held with representatives from Public Works Engineering
and Transportation, Community Services (Building), Fire Marshall's office, and the
Planning Division. The meeting will be scheduled for 30 to 60 minutes, The Planner will
provide you with a Pre-Submittal Checklist at the end of the meeting specifying the items
required to make the application complete-if it isn't already complete, You will then have
180 days to make the application complete for submittal and acceptance by the City.
3. Applicant Submits a Complete Application
When you have addressed all of the items on the Pre-Submittal Checklist, please submit
18 copies of the complete application to the City. A fee will be collected at that time and
the 120 day calendar review period will begin. When the Planner has prepared a draft
land use decision, the draft will be mailed/faxed to the applicant/owner/design team for
their review. At the applicant's request, the planner will schedule a meeting to review the
draft with appropriate staff if certain issues need resolution before the final land use
decision is issued.
Owner's Signature
This application will be used for both the required Pre-Submittal Meeting and subsequent
complete application submittal. Owner's signatures are required at both stages in the
application process. An application without the Owner's signature will not be
accepted.
The undersigned acknowledges that the information in this application is correct and accurate
for scheduling of the Pre-Submittal Meeting.
Owner:
Date: 10/10/2006
Signature
Bret B.Fox, Managing Partner, Skyview LLC.
Print
Page 2 of 10
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
.7~.~
5ignsfai'e - r .. ?
Date:
10/27/06
Bret B.Fox, Managing Partner, Skyview
Print
Page 3 of 10
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
Job/Journal Number
DRC2006-00085
DRC2006-00085
DRC2006-00085
Payments:
Type of Payment
Check
cReceintl
RECEIPT #:
Description
Postage Fee Type II - $150
CTY Site Plan Review
+ 5% Technology Fee
Paid By
Wi...~
City of Springfield Offieial Receipt
evelopment Services Department
Public Works Department
3200600000000000553
Date: 10/27/2006
Item Total:
t.:heck Number Authorization
Received By Batch Number Number Uow Received
WEBER ELLIOTT ENGINEERS emm
9166
In Person
Payment Total:
Page I of I
1:05:09PM
Amount Due
150.00
13,905.00
695.25
$14,750.25
Amount Paid
$14,750.25
$14,750.25
10/27/2006
\
I
'J
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
.-
-if'. '''!.f'LD'~'.'.'.4~.'_..'_..._. .......
-'." "". . '.
1;1 .
'.. ~'*'.."'.'
': +".....
i"". " _r,..~,.. "
C of Springfield Official Receipt
DeV:elopment Services Depart~ent
Public Works Departnient
RECEIPT #:
3200700000000000084
Date: 02/05/2007
9:S7:11AM
Job/Journal Number
DRC2006-00085
DRC2006-00085
Description
CTY 10% Final Site Dev Agrmnt
+ 5% Technology Fee
Payments:
Type of Payment
. Check
Paid By
SKYVIEW, LLC
. Item Total:
Check Number Authorization
Received By Batch Number Number How Received'
Amount Due
1,390.50
69.53
$] ,460.03
Am'ount Paid
drr
159
In Person
Payment Total:
$1,460.03
$],460.03
Skyview, LLC
dba: PIONEER CENTER JV
City of Springfeild
159
Item to be Paid - Description
Final Site
Check Number: 159
Check Date: Jan 31, 2007
Duplicate
Check Amount: $1,460.03
Discount Taken Amount Paid
1,460.03
r----'
~~
~
(P
lit
,
-I
I
I
cReceiotl
Page 1 of 1
2/5/2007
~_..."
...r;
Partners in Quality & Commitment
Letter of Transmittal
Weber Elliott Engineers, P.C.
P. O. Box 10145
Eugene, Oregon 97440
541.461.9779
(fax) 541.461.9780
Oat". 10/27106
Project No.: 03-23
Project Name: Parkway Center
# of Pages: Application fee of $14750.25; deed and preliminary title report; design report; 18 sets of drawings;
sianed site olan aoolication; LDAP aoolication; reoort from JRH.
TO: David Reesor FROM: Gary Reed
City of Springfield Weber Elliott Engineers, P.C,
Development Services Department P O. Box 10145
225 5th Street, Eugene, OR 97440
Springfield, OR 97477
PHONE: PHONE' 541.461.9779 or 541.957.1033
FAX: FAX: 541.461.9780 or 541.957.1033
cc: cc:
Message Status:
D URGENT 0 ForYourReview D ReplyASAP D Please Comment
David,
Here is the completed submittal for the Parkway Center commercial development
Thanks
Gary