HomeMy WebLinkAboutApplication APPLICANT 12/1/2005
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City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Land Division Application, Type II
Application Type (Applicant: check one)
Subdivision Tentative:
Partition Tentative:
D
Subdivision Replat Tentative: D
Partition Replat Tentative: D
. ..
4B5-907n
1~-j'38~L
. -.
Applicant Name: ~",p lA~ Phone:
~m~~ I~
~~~~e~~:_..___I. .'JO/ .:.(0 ~h ~~.....?ff!~, ()R. 97477
Applicant's Rep.: ~...,+- &k~v - ..-.~-I;h~n~:.1345-l;~2..
Company: Robn.+<. .'5DI'Vt!'-I:"''' X",,- !Fax: '1 ;45- ':i,J.I.~LI
I . v ~ I
Address: P.O. P>o'lL 7/!it{" E:\.JEI~"''' DR.. 97'+01
;;~~~';'; O~~~r;. si:..~~'Warkt1 h~~ -; ~ ~k~.~~"l~ .. oT~h~~~:.I'4.g~' - 9 D710'1
Company: . ~. I Fax: 12B4 - t 384- I
Address: 1110 I J~t!:1 .<;~. 6d'Jd (,)R. '974'77
._ .. ..'__.0 _....0_.. '.. "'0.' __~_ _.......... ...._ ... . .,.. . .... ...._..._. ....\
ASSESSOR'S MAP NO: 17- 03 -25.34 TAX LOT NO(S): ..2lO0
Property Address: .J1<7 JRU1. CJ-. SaEkLnR. 97'177 I
Size of Property: qq4 ~ I Acres o Square Feet ~
p~()I'~s~ct. Na!11e .0Ls~~~!vl!!ion:
. ^ u.__..., _.'_..'-"'___ ___
Description of P""r4:-Hoo"" trClC.-\- 0+ )q....c:l ,..... ~t:> 2 pc.;uIS .{'ll>r
Proposal: t;: "'~ Ie. -Fe. m; 1'"1 PI....>(.".. "C1 ~
"
Existing Use: ~.k 0 \
.t!'. ()f. !-C)ts.! J'ar..~~!s:n 2.t'."g~ LotI P~!"cel.~!3~:.::';1'!~
. -.
Overlay District:
Plan Designation:
Urban Growth Boundary 0
Zoning:
Applicable Refinement Plan:
Location: City Limits r8l
Associated Applications: .
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Pre-Submittal
C N D, 1,.---7 .r>--..'- _ KR>-.. C?o
ase 0.: rL u:lU, IJ,.)UO
Date:
/2-/ / /oC;-
, ,
Reviewed by: .L
(initials) -I~
Reviewed by: I
(initials)
T~M~M~
DEe . 1 2005
Case No.:
~~p-I~~a!ion .F~~;.
Date:
'I'~s~age_ Fe~:
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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 ~nd 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 tothe 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 th.e pre-submI' I Meeting.
~. G \ \ I
Owner: ~ U~L.' , . Date: \~ \ l()~
Signature
0\i\u.~~ '\;)~ ~-\-E0-\X:{,
Print
Land Division Submittci1\equirements Checklist
*If you feel an item does not apply, please state the reason why and attach the explanation to
this form.
1. 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. the application fee and current postage fee is collected at the time of
complete application submittal. .
, .
L Copy of the deed and a preliminary title report-one copy issued within the past 30
days documenting ownership and listing all encumbrances. If Jhe applicant is not the
property owner, written permission from the property owner is required.
/'
3: One additional copy of the Land Division Plan reduced to 81f2"x 11", which will be
mailed as part of the required neighboring property notification packet.
n/o.. 4. Right-of-Way Approach Permit application must be provided where the property has
frontage on an Oregon Department of Transportation (ODOT) facility.
~ Stormwater Management System Study-four copies of the study with the completed
Stormwater Scoping Sheet attached. The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
Traffic Impact Study-four copies of a study prepared by a Traffic Engineer in accordance
.with SDC Section 32.020(I)(c). Traffic Impact Studies (TIA) allow the City to analyze and
evaluate the traffic impacts and mitigation of a development on the City's transportation
system. In general, a TIA 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 TIA must also address, if needed, City, metro
plan and state land use and transportation policies and objectives.
/, 6.
(I,rI'o
7.
Seven copies of the following plan sets for the Pre-Submittal Meeting
OR
Eighteen copies of the following plan sets for Complete Application Submittal
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, such as 1" = 30', 1"= 50' or 1" =.
100'), north arrow, and date of preparation. All plan sets must be folded to 8112" by 11"
and bound by rubber bands for submittal.
a. Site Assessment of Existing Conditions
Dyfepared by an Oregon licensed Landscape Architect or Engineer '
0'yiCinity Map .
G'The name, location and dimensions of all existing site features including buildings, curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed '
~Required setbacks to the proposed new property lines for existing structures to remain
on site
. 0 The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the. Development Services Department
"/<'1
~~e 100-year floodplain and f100dway bo~ndaries 0.. ~he site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
..0f"Letter of Map Revision
~ The Time of Travel Zones, as specified in Article 17 of the Springfield Development
Code and delineated on the Wellhead Protection Areas Map on file in the Development
Services Department '!j 'jL'-' 1.-<- of ;,...~..I
[B"Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 Y2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
Ei Soil types and water table information as mapped and specified in the Soils Survey of
Lane County, A Geotechnical Report prepared by an Engineer must be submitted .
concurrently if the.Soils Survey indicates the proposed development area has unstable
soils and/or a high water table
b. Tentative Land Division Plan
r1' Prepared by an Oregon Licensed'Land Surveyor in accordance with ORS 92
~Location of all existing and proposed easements
Cd'Dimensions and size of each parcel and the approximate dimensions of each building
/site indicating the top and toe of cut and fill slopes to scale
[3 Location and type of existing and proposed street lighting
~Location, widths and names of all existing and proposed streets, alleys, dedications or
/other right-of-ways within or adjacent to the proposed land division
~ Location of existing and required traffic control devi,ces, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
G'Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails
E!'Location, size and type of plantings and street trees in any required planter strip
o Location and size of existing and proposed utilities on and adjacent to the site including.
sanitary sewer mains, storm water management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
Phased Development Plan required if redivision is proposed. 'The plan must include
the boundaries and sequencing of each proposed redivision. Any redivision must
progress in a sequence promoting ,street connectivity between the various phases of
the development and accommodating other required public improvements.
c. Grading and Paving Plan
o Prepared by an Oregon Licensed Civil Engineer
o Planting plan prepared by an Oregon Licen'sed Landscape Architect where plants are
proposed as part of the stormwater management system
o Roof drainage patterns and discharge locations
o Pervious and impervious area drainage patterns
o The size and location of stormwater management systems components, including but
not limited to: drain lines, .catch basins, dry wells and/or detention ponds; storrilwater
quality measures; and natural drainageways to be retained
o Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
o Amount of proposed cut and fill
. ,
I
8. Additional materials that may be required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES OR .
THE PRE-APPLICATION REPORT AS DISCUSSED IN SDC 31.030:
o Proposed deed restrictions and a draft of any Homeowner's Association Agreement
o Additional plans and documentation for submittal of a Cluster Subdivision proposal as
specified in SDC Section 16.100(3) .
o Riparian Area Protection Report For properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top
of bank of any direct tributaries of WQLW
o A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
o Where the development area is within an overlay district applicable, address the
additional standards of the overlay district .
. 0 If five or more trees are proposed to be removed, a Tree Felling Permit as specified in
SDC Article 38 '
o A wetland delineation. approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
o Any required federal or state permit must.be submitted concurrently or evidence the
permit application has been submitted for review
o Where any grading, filling or excavating is proposed with the development, a' Land and
Drainage Alteration permit must be submitted with the land use application
o Where applicable, any Discretionary Use, Variance or Modification of Provisions as
specified in SDC Article 10 or 11
. "'
!
.~
:
1 50 North 7th,Street
Springfield. O~e'gon 87477
(541) 988~1 86-2
HIGA.BURKHOLDER."
I A8ScrOI'AT.E,E).,L.LtJ
J I...ANC,USEPL,ANNiNG IC!V1k' eNGINEERING
Tentative Small Drainage Study
For
Wartenbee 18th Street Partition
1447 18th Street, Springfield, Oregon
Prepared for:
Shane Wartenbee
1101 16th Street
Springfield, OR 97477
PRE.SUBMITTAL REC'D
DEe 1 Z005
!?repared by:
Higa Burkholder Associates, LLC
C/o Todd Powell, P.E.
150 N. 7'h Street
Springfield, OR 97477
(541) 988-1862
November 30, 2005
1721 HewittAvenue . Suite 401
Everett, Washington 88201
(425)252-2826
Tentative Small Drainage Study
For
Wartenbee 18th Street Partition
1447 18th Street, Springfield, Oregon
Prepared for:
Shane Wartenbee
1101 16th Street
Springfield, OR 97477
Prepared by:
Higa Burkholder Associates, LLC
C/o Todd Powell, P,E.
,150 N, 7th Street
Springfield, OR 97477
, (541) 988-1862
November 30, 2005
J
EXECUTIVE SUMMARY
This study discusses a stormwater management plan for'the submitted Tentative Partition for the
Wartenbee 18th Street Partition. The project site is located at 1447 18th Street, Springfield,
Oregon, The 0.23-acre property consists of Tax Lot 1700 with an existing single-family
residence and associated driveway, The existing home, driveway, and a few selected trees will
remam,
The proposed. development is a 2-lot partition zoned LDR On the new lot, Parcel 2, the roof
downspout will be tightlined to a new weep hole at the top of the proposed flare for the new
driveway curb cut. The existing home, to remain; collects runoff from the roof and conveys it to
an existing weep hole in the 18th Street curb line, This existing weep hole will remain or be
replaced during development. In addition, the proposed driveway will be sloped towards 18th
Street at 2%. To the maximum extent feasible, the yards on Parcels I and 2 will be graded to
allow yard runoff to sheet flow to the new privat~ drive or 18th Street.
Stormwater control and water treatment arc: not ,required per the scoping sheet submitted to the
City of Springfield, Existing and developed flO\y calculations are shown in the Appendix to this
report.
APPENDIX
Tax Map
Drainage Area Map
Soils Irtformation
, DrainageCa1culations
MAPS
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FOR ASSESSMENT i
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LANE COUNTY
SC'ALE '" _ 100'
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'" MANHOLE @ 18TH ST.
AND CENTENNIAL BLVD.
RIM = 461.96'
I.E."" 458.51 '(N-S)
I.E.- 453.56(t-W)
I
WARTENBEE 18TH ST PARTITION
DRAINAGE AREA MAP
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SCALE: 1".20'
C:\Land Projecls 2oo5\WARl\dwg\WART-T.DAM.dwg, 11130120053:51 :11 PM, Copyright 2005 Higa Burkholder I>ssociales
SOILS INFORMATION
SOILS TEXT INFo,RMATION
(from Soil Survey of Lane County)
32.Coburg.Urban land complex. This map unit is on low stream terraces, Slope is 0 to 3 percent. Areas are irregular in
shape and are 5 to 100 acres in size, The native vegetation is mainly Douglas-fir, Oregon white oak, and poison-oak. Elevation is
300 to 800 feet. The average annual precipitation is 40 to 60 inches, the average annual air temperature is 52 to 54 degrees F, and
the average frost-free period is 165 to 210 days. '
This unit is 45 percent relatively undisturbed Coburg silty clay loam, 10 percent disturbed Coburg silty clay loam, and
30 percent Urban land. The components of this unit are so intricately intermingled that it was not practical to map them separately
at the scale used,
Included in this unit are smaB areas of Conser, Malabon, Oxley; and Salem soils, Included areas make up about 15
percent of the total acreage. " .
The reiatively undisturbed Coburg soil is deep and moderately y.,eB drained. It formed in silty and clayey mixed alluvium.
TypicaBy, the surface layer is very dark grayish brown silty clay loam about 18 inches thick. The subsoil is dark brown, mottled
silty clay loam and silty clay about 35 inches thick. The substratum to a depth of 65 inches or more is dark brown, mottled fine
sandy loam. ' ,
Permeability of this Coburg soil is moderately slow. Available water capacity is about 10 to 12 inches. Water supplying
capacity is 20 to 26 inches. Effective rooting depth is more than' 60 inches, Runoff is slow, and the hazard of water erosion is
slight. A high water table is at a depth of 1.5 to 2,5 feet from November to May,
The disturbed Coburg soil has been covered by as much as 40 inches of fiB material or has had as much as 30 inches of
the original profile removed by cutting or grading, The fiI,1 material is' Cv~muvuly from adjacent areas of Coburg, Malabon,
Salem, Conser, and Oxley soils that have been cut or graded, The characteristics of the disturbed areas are highly variable.
Urban land consists of areas where the soils are largely covered by concrete, asphalt, buildings, or other impervious
surfaces that obscure or alter the soils so that identification is not feasible.
This unit is used mainly for urban development. It is also used for yards, parks, and open areas around and between
~~ '
If this unit is used for urban development, the main limitations 'are the seasonal high water table, moderately slow
permeability, and low soil strength, Ifbuildings are constructed on th~ ubit, properly designing foundations and footings and
diverting runoff away from buildings help to prevent structural damage as a result of shrinking and sweBing, Roads and
streets can be built if they are designed to compensate for the instability of the subsoil and if a maximum of base rock is
used. Landscaping plants that tolerate a seasonal high water table and droughtiness should be selected if drainage and
irrigation are not provided, i
This map unit is not assigned a capability'c1assificatio,!, :
DRAINAGE CALCULATIONS
Bent by: MCKENZIE FUNDING
~eoelY8d: 111 7/ca 10:00:
11/07/2009 01:21 FAl se! 731 10aJr
15412841384; 11/08/05 1~:27j
641 798 1 O~, - ~ IICItr~I& ~Ul III
'~
CITY OF SPRINGFIELD PW
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Pimuc WOIlXSI DEPAllTMllN'r 1...........1JlviIlon FIX: (541) 73~1021
STORMWATBk MANAO'MBNT SYSTBM SCOPE OF won
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IiiI003
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I V ---___ _
F_ VIIlIIoa 2: MOIIIb 2004
Appended on: 15:28:01 Tuesday, November 22; 2005
EXISTING Event Summary
r E~e~tIPeak Q (cfs)IPeak-T (hr~)!iHYdVOI (acft)!IArea (ac)ilMethodTRaintrpe'
116'~Q~TH!1 -.O,0038_J '.j~go=. . f. ~:g2~o~' ;12~2i~6 }~B_uHji\?'~1::,\i
112 YEARiI0.1000 :1 8.00 :1 0.0377 :1,0,2286 'I SBUH 'ITYPEIA
!f iiX~AR!1 .=O,'1763=-j[8:90~: .' 9:0636- -.Cg~22~~ JLS~UHjTvPE,iA:
Record Id: EXISTING
---,--'. --,-. ". -.'.'.-..--- -............- -, ----
11))~s!g.!J"~~h'Ol!_ ,...JI . .~BL!!:I .!I~ahl!all type .._
!I!I'y~"n_tv _ -]I lQ:OO!!lin..!I!,ell:~ng.!actor.
il 11__._. jli\bs~r:ac~~nC..!'eff
il!~r~!ous ~;~~-(~~~2)_ .....1 .O.2O~e.il!>CIA __ '__'
l~ervJo'!.S_~N_ .1..~?,oQ,JI!>c ~~ ~_.. "___
I"'ervjoll.~~(;_ !I 10:00 D1in !I~C!~ _ _
!~= ,..'. _.. .. . I)~~cription ,pef!iOU~ ~~I~alc Su.b.i\rell.. _ ... - -
i 1=" =. _ _ ,. ~eadow or Pasture. t: 0,20 ae
i L ., .!,~rvious (;()ml'()si!eq C~{A~C 2L..
I'","
I i1:!}'p~.t . "~escr:iptiol!.
: il!,i~e~jl
"I
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I~
Ii
ill... _ ..".." .._ , . "!>jrectl}' ConnectedC.N Cal~
III _. . _ _!>~scripti.on_ _..
III..... . . Ifl1pel"ioll~. surfllse~(paveD1e.I1~s, ro()f~..eteL_
iil~__- _ ~g..CoI11P.().sitedSl'i(AM.C,2L
i j; . ,. _. ... I>!rec.!'y c:.~nne.cte,!T,Cc.:alc _ ,.__...,. ...,.._... ;.,...
j .'fypetl. I>escripti~lI. !ILen~th :1~loPI! II C()ll.~f !Il\fi~cil TJ:' I
i Fix~d. jl~.O()F !lliD.(]~VE!:p~!VE._ J . _.._ ..._. .. !I.I o.OO.l11ill_..!
...',. ..r)ire~tl:(.<::onl1<::et~~ Tc;_ _ J IO,OOrnin ~
JL TYl'EIA
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.II. __ ~~02.
ii, ___ ~~:OO
u_i
Pervious TC Calc
-.,.- --..-.. . --. .,"" '-" .- -.,._" -..-
IL Lengt..~ .L~loJle 'ICoeff 1. Misi: II. }..T'
11..'. . ~ _:. '_. _.II!O,OO rniIJ,
}>en'ious!C" ...._ .",.., 11.. 10:29 J!lin,=J
. ==-j"
,
..--
iLSu!,~reaJ Sub.cn
II ~:.,,:~~~~~ :J :3g~j
Appended on: 15:26:45 Tuesday~ November 22, 2005
DEVELOPED Event Summary .
._. .____ _." ... - . ~.._. ._n __ _. _ __
t E~en~...IIPeak9 (cfs)iIPeak.! (hrs)il~ydVol (a,cft)iIArea (ac)iIMe~ho~ilR.aint}'pe
!16MONT.IIJI 0:9.478.!1 8.00. II O,Q.18~~ .11. O,i6?9..'i s~!llIJrY~EI_A
11_2 Y];~ JI... 0.2909 !I 8.Q0.. II. 0.!Q?3_-,- l 0.4670:IS~!JHJTYPEIA,;
1125 YE.'\J3.II._9..~48o_1 . 8,00_ ,l~:.. 0,16)9._ iL O,~67olS~YH..1ITYPE.L~\i
Record Id: DEVELOPED
':',.I]),es.t..gn.M""e._t.,hod :,,',1'1 I
. _ _~BlJ!:I i liaillfa!!..typ~....,..; TYPEIA
T!lYi!.Intv...__ ___ ;1 !0~.20 ~I~ il~eak.i.nllF:actor .__ L 484,00.;
:r _, .. ... ._ ...il, IAb~t!.act!()n C_o.eff . ,il.. 9,?9.. ....
il~ervious.Area(i\MC})," _ ..JI.O:-'.?a<:......I~qA.._ ..,.". ,J _ ._O}2..~c_._
il~erv!o_lIs c,~.. ._ ...,... ..JI. . 86:o.~c._.'i~g. CN _..... il. _.~8:00 _..
iIP..ervi(jlls Tc, ,.. ...II. I O:o.o.m!~JD=c.T-:.<;: ___ _ JI ~}O ~n
i r. Pervious C~C~1c
ill
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III ._.. P:.rvi<:>us.goniposited CNi~g 2}
il
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'I _ 0.15acJ=~6:9Q. "
""'C'-=,,-. ..' [f,86:2a. , JI
Pervious TC Calc
__._. . ""."....i._
:! 'I'ype.L D~~criptio.n
: il!,~x~d ..11_ ,
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II .. ])e~cription:_.. JI_ SUIJ.A:!.eail Sill> cn.
il Impervious slJrfaces (pavements, roofs, ,etc) .. JI 0.32 ae '] ,..98:.00..-
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---"'-'.'~- --
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STREET~
CITY OF SPRINGFIELD'
17 -03"25:.34 TL 7100.
SEE MAP '17 03 36 21
.
~
LEGEND
.
~
-Ss_
SANITARY SEWER LINE
WATER LINE
lDi
~-O-\ ~.- -ST
~.~ -V- OVERHEAD UTILITY LINE
x------'- FENCE
>1 SllTARY SEWER
"'.wHOLE
>1 RIM = 46206
IEI=454311Wt '>1,/
> ~ :~ :~:~NN~ '>1./
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AREA I :>.\~wrc
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N
TENTATIVE LAND DIVISION PLAN
OF
TAX LOT #7100
ASSESSOR'S MAP 17-03-25-.34
(CITY OF SPRINGFIELD)
LANE COUNTY, OREGON
FOR
SHANE WARTENBEE/MIKE MILLER
BY
ROBERTS SURVEYING INC.
P.O. BOX 7155
EUGENE, OREGON
PHONE: (541)-345-1112
SCALE ,. = 20'
DECEMBER 1, 2005
SANITARY SEWER
MANHOLE
. RIM = 463.82'
10" LINE I.E.=-454.671W)
's-s s-s s-s S -5 5---OS 5 -'-5 S_55 _~_""'\54.82 (t)
.....-- .09% SLOPE ~
NOTES
1) EASEMENT RECORDED OCTOBER 11, 1949, BOOK 403, PAGE 240 IS
BLANKET IN NATURE AND COULD NOT BE LOCATED ON THIS SURVEY.
THE SANITARY SEWER LINE THIS EASEMENT WA5 INTENDED TO COVER
IS SHOWN HEREON.
~"
2) EASEMENT RECORDED JANUARY 9, 1953, REEL 100, RECEPTION NO,
94026 IS BLANKET IN NATURE AND COULD NOT BE LOCATED ON THIS
SURVEY. THE SANITARY SEWER LINE THIS EASEM"ENT WAS INTENDED TO
COVER IS SHOWN HEREON.'
3) TI1ERE IS NO HOUSE DESIGN FOR PARCEL #2 AT THIS TIME. CUTS AND
FILLS WILL BE KEPT TO A MINIMUM.
4)'Tl1ERE IS NO STREET LIGHTING PROPOSED FOR THIS PARTmON.
5) Tl1ERE ARE NO DEDICATIONS PROPOSED FOR THIS PARTITION.
6) UTILITY LINES WIL\.. RUN UNDERGROUND EAST FROM PROPOSED UTIUTY
POLE. .
7) Tl1ERE ARE NO STREET TREES PROPOSED FOR THIS PARTmON.
8) UTILITY LINES CONSIST O~ POWER, TELEPHONE .AND CABLE TV.
r
1
~ ------
J
REGISTERED
PROFESSID)lAL
LAND SUI!Yf:YOR
l
OREGON
JULY 15. 2ClCl3
KENT8AKER
'59885
EXPIRES 12~31-2005
, I
, ,se'n(t.~y:. MCKENZIE FUNDING
.;' Receivetl: '1 J 7/05 1 t..
11/07/2005 09:21 FAX 541 736 1021
15412841384; 11/n0105,~7; kffilA....#621;page 2/3'
541 736 '02' .;.> UCKt:N: I="U. ; page:2
CIn' OF SPRINGFIELD F" Ii!J 002
.,'7.
.,
FRil'l : ""-""='" "" SURUE'1'l NG I NC
FAX NJ..
Nov. 04 20EI5 lie: 1 SlFlM . f'1
PVBLTC WORKS DEPARTMENT I &gineorln. Division Phone: (54l) 726-3753 FlIX: (541) 736-10l1
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
- ~ bttI"" t{urlUrfl/l1J6Ii/Jfl/6y -"""'lcnn,) --- .
~"""M.""'@Cb.Y~~1WIlIc ,.....11".. ...,...'IIs Flld7:Jf.lfJZ1."'-'t 136-11J$J
l'injed Namf::' AppJiC8ld: $~..,",.. l,Jor.........bt:' "'_
As8I:IIllon l'aftel t: 71()O fflq,. /7....,"~2S.:.J4 Date: a~_' , 25, 21>"0"
LazldUte(8): . ~:..J " -..:..Phoae##: 4-85.Q070
Projeet SIze (~);}j"....:, .~43.~_L~L-Fas N: 2.AA.. -l~
Approx. Imptnlioa8 Area. " ElIIlIil:
Project De8a1ption (Include a copy of ~_~.'& II1lIp): .
P''1Id.c. ,..,-1-0 2 part:..I"f",,~ ~~ide..40:",,1 .;.le'OJd..f'e..........~
Dni1lllge Propoul (Public condlllltio/l(s). dillCllarg" Iocstioo(s)... AIlBch arlditioaal ahllCt(a) if ._....",.:
Pi' ~C:r'je. -:$.Iv,,... hJ,,:fc..<r ~""'O"';'8 t.. Cl#('!:> .....e-e.f ~olt:s. .
Proplllled SeoJ1llwater Ikst Maaag__ P'lo...d:ierl:
...:- ,,AU/J bl!low t6k Il1u R/l':i~ bv tIN Cw JBJd.li " .J."~' \~ 10 Ih~ AnIIII.-...JIH) _ '
(.U Q lIIini1mDr1. all bt>>tes ehected.,., C/O! DII"'" front and bad of this sh<<I6hall k 1ltIIHIt/tNd
flJr atI <f1IIIlleaJIMI to be C<~, Jtltl!p ~1IaI. irlthofjgh ntlrer "'I1UiI'em_. mtlY be~.)
Dnin- ~ ~ ~PM SedJall 4.OI.1~tNnte. 1JH llIav be Su',.,,: .'"',, II fop RatIonal MCJd!!!D
Ii SlnI1I~Stwl.y-(aIlORluiOlllll~forAl~5) .
o MJd.LeveI DevclopmImt Study - (_ Unit: :.:, ,~.;II MeIhod for cakll1at~) .
o Full DreinlIge DcveItlpmem Study -(_ UalliH) 1 ."",,11 Meih..d1lor""....llItinos)
Javil'DBmellltal Cmutder;oti/)ns:
D W"II......<t Zone: "2 -s 'r..~ 17..vEl.~ m Hillside Development: ~#-
ii W~: /J/to.. '. : ril F1ooclwayfFl~laiD: NA<
Vii Soil 'tYpe: a:Z-- u~ Lt nu.. t-.& ' S Other Jurisdictions: ...
Domtstrealll ...........ls: U ~.
,
.Ii} N/A,
CI Flow line for slBl1iog watclr 5Ul'fau e'evati~:
D Design HGL to use fur startinS water surfac:c: ele:vation:
o MBDholclJmK:1ion to take lUlalysis to:
,
I
RIotn.. '" Matt S*-der foil OW ofS&I'Ii........ ".all: llistt>lI"el'@R""pri"i!tlelilll\f..~IIlUlntllIMQlfb2'1 - I
--- I t 1\1.. \ttJ1)~flftf, ~f; Fi~';- _
DEe . 1 Z005
-
.,
Sent -by:. MCKENZIE FUNDING
:r . t1eoe:~ved. 111 7/05 1 ,5;
11/07/2005 09:21 FAX 341 736 1021
"'\
.
15412841384;, 11/OQ/05~7;
541 738 '021 .> MeK~~ ,F~G
CrTY OF SPRINGFIELD PW
J~#621 ;page 3/3
Fage 3
~003
COMPLETE STUDY .I. uldS
I FarOflicW U~Only. J1.,.,-!
.. Based upon the ir(tJTma#OII prtNided "" thefr"rIl ~ IltU 8h~et. wID/lowing r"l"es.ms a ",inim_ of what i. rJI!eIkdfor an
app/iCDli."" /" be Q(Jmpletefor su/J",trral willt 'osp.'" to ~.: h(1Wuver, rili.r ll.st .1rould 1/0/ b. us'"' in Ii"" "I<he Sp. ~"" :.:'3
Duvdopmml Code (SDC) "r <he Cify'" Zngineer-inr Design Mtmllal. (;omplianc. with th",e ri!qUireme>lts dDes ntJr 'ao>lS1ibde Kite
app1'waJ; AddinonaJ nt..<p~ tIf()7mDtirm ""!)I be required Note' Upon KC"ping shea s:ubmitlaJ, t!1/SW' cornple/edfo"" has beell
signed ill the 'P"" pl'tNldeJ below: .
Iuteriln Pl!5ip SlaadardliWaler Quality (iDSPM Chap~r 3)
~~~ . . ,
o ~ All DOII.building rooftop (NB1l) impeMollll ~ shall be p.. ~ _~ (e.g. muJti..cbamben:d car.cbbaSin w/oil tilm1IiOll
wedia) for S1..~, ~~_ qqalilY, AdditiatWly, 8B1iuilllum oC50% oflht: mil impervious sunacesbaJI be lr~ by
veg-.d melbods, .
fj. When required, vegellltivo S1Q11JJW11/f:t desi&n slla)J be CODSiste.rt wid> iw.rim dosiBD .t..."buds (m>SPM SectiOIl 3.02). sel
filrtb by the BUreau of&vimomcmlal Scmce. ~) or c)""" Wator Services (CWS).
lIil For new NBll. impervious areale5s lIlaD 15,000 sq)I3le filet, 8 simp1i1ied design approach IIIlIY be followed as >r"-:':..J by the
BES for vegetative natlDOIIt. .'
!ilIf a stomlIl'ater tre_ owale is proposed, submjI..."".l.rl....."'spCcificatitms for sIa:lns, velocily. flow, side s~, b_m
slope, lIIld oeed mix 0<>lISisl<d with either BES or CWS require"".,ts.
~ Wata" Quality calculations as r:equlred ill Section ~.03.1 of1be EDSPM' . .
~All buildiD&.. _:'., QlO~ eqIIipmont. or Olberfluid ......,'.....!l-, ..,...l:IU \oc;rtcd outs, ok oClbe buildiDg, sball
be provided wiIh secondl!Iy CODtaimnllDt or ~ re$islaat CDelosure.
o
o
o
o
o
GeDeraI SlVdy lteq~l$ V,...~,d S.dio.. 4Jl3) . I
A:I 0 Praimlge stucly propared by a ProfessiODal Civll Euginee,r t:._.~il1lbc slllle of Oregon, i
, 0 ~ A campl.ate ~ stody, as r~ed in ED~ Sec:lion 4.03.1, including 8 h)'drological study map.
fliI 0 Cal."!...",,. sbOllllng system eapaal'y for.. 2-")'Olll~ evem lIIld o.erlIow effects of a 25.yea:r storm ewnL
o Eij-lhe tiwe of ~ (Te) shaJ) be detamin~ llSille; alO minute SW1 tiJne for developed basins.
Review Df I. . n."...l&ID SystaD (EDSPM SOCIioa 4.03.4.C):. .
o ~ A dOWllSlreaJll dniinlll:;e aualy.js as destribed ill EpSPM Secti0ll4~03.4.C. On-sift; d!'ainagesbWl MgOVemed by the
oregoD Plumbing Specially Cook (Ol'SC).' .
o i!tB1evari0llS of the lIGL and flow fules for both eiTij ODd pri~ ~ where applic:llble.
~' otStoI'lli_.,,..~(EDsPMSeetiDD4.U4) , .' : .
o Flow !iDes, >lopes. rim elevations, pipe type and .1>4 eleally iudieated OIllbe pI"" set.
IttMiDimIlm pipe cover dlalJ be III indJes for reillflll!""'i pipe ad 36 inches for plaiIl t_~_. ~_ and plastie pipe morerials. or
proper ""g;.....mg c:aJculatiWlS sball be)>1VYided ~ 1=. n.., CO\lCl" shaJl be suScieDI to '-r. _, .lDlllO,OOO lb 1oi14
without f.IiIure oftbe pipe 6tlUCl>R, ' .
o ~'s "II" V3Iues for pipes shaJl be ~.with Tible 4-1 of the EDSP. AD stonn pipes sbalI be desigDod to adiiove
.. minilnlDll velocity of three (3) feet pat SCCOIId at.O.S pipe tIlI1 based on-Table 4-1 as well.
. ,
OttlerlMise
fD 0 ~ting and proposed ___,_ _ _, located at aile foe:,! imt:rval. Include spot elevations l1Ild m grades sbOwUli: bDW sill> driin5
~ 0 Private stonl:lwater ~ sbaD be cI.....1y depleted on plans when pnvale stonnwalec flows fro", one propeJty to auotber
o !jIoDry<llells sIuill noU"eceive IUOOff fr<.lm allY surliIoe. wlo being ~ by aile or lIllJre BMPs, with 1be e:xeeptiOD ofresidemial
building roo!s (EDSP Sect:ioD 3.03.4.A). Addi1io!ia1 provisiOllS apply 10 chis... required by tbe DEQ, lU>fer TO lbe website,
www.don.<I3te.or.ll<1wolomundwaluieJ.am..1u= for moni intDnnatloll.
o ~0Il poIlds shaJl be desiPcd 10 limit runofl't(l pre-<levdopmeDt rateS lil1' the 2 through 2S-Yellf norm e_
.. I
*Tbisf_ .1t1lll1H: ilIcbuk4 ... ""='*-4 1mf4e rJi,Ji'oru ""..... D/ dte sMTItlWiWI muJy
I .lMPORTAN1': eNf1LNEER PLEA,SE RIWJ BELOW AND siGN! I ,. .
A. tbecDein= oCrerord.; X bOTebycenifytbeabovelllqJJW1items are' \' {~ .. t I ., 'Tit JiIl~
eompleteaod iDcluded with the S\lbmitred stannwater studyaud plan set. Si~OVfl'~~~ 'J)ate~ I
Fotm Vmion2; M'arch2004
.,
/4 SEC.' 25 T.17S.
LANE COUNTY
R.3~,. W.f....
J-~'f; '100 . "~.402:~~j::~401 :N'":.-~'U T- ",'
~ .~ lifr ~ ~
· , '- ~ 700 800 900
t I 200 . J. 400 : f. ?- S601 ,2L. 9~
i b ~ :<(\0;J'~ _:. i ~.\'\ \C)}i
~""'., 3_ 1. .,' '";" ,.' to, _ _
'('-._ "it:. ~OTTT-i'i-\~,-,t:- - \ROAD
I il 1800 11 IS00 '1400: 1m 1200j 1100 1000
M . I . .'
j 111700 i ' 1 ;!
t- I ~.... _.. _ \ . I
---.----""""--------.., 1'11800 2000 "';,~"i\', I m.~,-
,. .~ cnm ~~ .
: ~:/~. ~ . ~ TAx'trOTTED ON WA~ 17-0.3-25-4-~
, Ill' :f
'I ,. - ~ l~"-' I.",.. - S)
1 ~I . R-HM r: '''':W'' ,-- ", ___.;:,
","u._-:-.;b--'iitiJi_ '~_~..2..:-_ ITO-: ~
--------------- J;:.. ':.::~rmm~'1.~ JiJi_", ___ - -:.-;:-... y
I.LI 2400 _ 23OO;i! - 1 ,.,- . ~
ILl I l ., I 2301
'a::~ ~ ~ ~
. 0'
..,. ;31:. 'J'
CJ) 2SOO .N,...~:I,
f-......-.... I
. "SOlc-...t'I~
~ l>LC:_6I' 1..Fi . ,
---------------- '"I 2l-&1W -.~.W-
Be 1-' 12800 2900
,6'._.
~ ~.._;.;; i~ ' ....
~ ~
,~......, ..., "J r . ~..
I- .. L NJ; STRE-ET- '-T""~~----
- - - ~~. - - - - - - - - , ..~ a t '.:N;:;;' .~~~~_ oJ.. -=:J ..I-
l ,......' ,3600 . ....,'~;;.':iL ,....'X" '~';~:,<f"~ ;,~:~~:'.:~~,,:~,~.-:....r.~
'.,.."'"..\L,', 'j'.~'..:~j,",~,.t>;'"'1...". ."ll."".. "'~'T ., ",'. J4GG .~, ,., "'::'0.;., _., .""..
'1t'~,~,;?V+'i"'..c'::i:."";w., '~i !340:i iff. MPr::'
~ .'. !~, I 2 I M -
i \ ~ 3700'- ~ i If.. ~:.. _.'
.l .' . ~.
; i m::,\t'P~ ~JR-T
~...- J _. r. ~
~ ~~~8 3405 3404~
.-tJ '~I~-:!~-'lU ~ ~\ 2/DP: .
d4.. l, 3800 ~ -~., ,:l~.",'~.c..__.. .__
--...... I: ~ . '"
~ --",.-;.S7'''''_'_ ,. . '1
~ _s.c.....~JI"~"'-"""'JI_.... ,
, ;r:. - - ~-_. 1-.,~~r-;.!'.c~!.~~,....-79-;
4501 l6400 if ~..} !r ...... J :iJ;
~ ~!!I ~.~. i- i i,"" r~l ~I \ I
.... . l! __ __ Ii _' r
. ...... 8600 8700 8800- t '7~OO -~. 17M1" 7600" ....
I - I '-k:--' C v .1 7800 BOOO
~ - ...' ."".. ;
I ~.~ .
< '/1- .8g0D 7000 fJ,'i dl '1
CX)! ~ .~'1f
-' ~ ~''''''''t._ u' --iI..C- _. t"""ci ( .~
kws,,1lO'V Ii:C
STREET ~
)~"
SCALE 1. - 100'
~,
&E t.tAP 17 OJ 25 31
'.~x-
'. 4200
11
""~."-
:1-
..,,_.
c..""""'''OJl'E. lD~o.6.l.'
N..7"SP'1fI: 'ZJ:J,<IS'
m~c:;,-~
)()
.~ :~~~~~~;.~" ~-:.
~::~:;;
___'1':A!.....J'
SEE t.tAP 17 03 J6 21
PRE-SUBMITTAL REC'D
DEe 1 2005
i; ~
I mnr;,..,,,,,
,OJ. NIl7<0111NfilT<.~
;:m;;n~7<l---.---r;m,--i;"'.
1=
,.'Lt>I<1.
. ,eUH"
~
,
. .
,
!
i
--
'i>t
.~
~t
I'
i APPROX,
1f4 COR.
17 03 25 34
SPRINGFIELD
.~"
~~
,
,{
17 03 25 34
SPRINGFIELD
NAD 83/91
CANCEl.LED
2100
2101
2701
'''0
<000
<100
"""
..00
<700
50'
5<00
5500
"00
5700
5000
5900
6000
6100
7500
7500
0100
:;1
~
:3
....
~
l:l
'"
. .
,.. ,
",
Se", "y; MCKENZIE FUNDING 15412941394 j
03/~ J5 12:56; JelfiuL.#199;page 1/6
1. ".....1
"~ First American
. .......
W45b>m "k",oer T'1t/8 Company DI L~IUJ County
jJ division offlm /ifnerican T1tJe Insurance Co,
600 CnuIltly Oub Road
Eugeoe, OR ~7olO1
Phn . (511) 484.1900
fax. (5011) '184-7321
ROBE~ GORDON
mle OFFICER
rmgordOJj@flrstam,com
,
Hi~~;J~~.~~ED
-
Western Pioneer lltle Co. of Lane COunty .
a division of First American TItle Insurance Co.
600 Counl1y Club ROild
Eugene, OR 97401
Order No.: 7191.523445
February 04, 2005 .
"-id.,i~ i Ni::D p,N 0
HIiRifiV ACCItPTED
PreliminalfY Title Report
,
l,vJ)
\:,'1"BY: vJO
ALTA Owners Stond.11I Cove:oge
AHA Ownels ExtEOOed Coverage
A1."fA Lenders standard Coverage
A1.TA ~ Exlt!nded Coverage
~t
GoY! Ser;;ce Charge
UilbilitY $
,
l1ablllo/ ;
l1abHltY ;
,
uabUitY $
,
,
,
48,000,00 Premium $
Premium $
","",um $
P=1illm$
","",um $
Cost $
~7.60 S~.rL TemUtoto
50.00
We are prep,are9 to issue Title Insurance Policy or li'oli~ies.in the form and amount shown above, insuring
tltletotlie:f6UOWlndesc:ribed Iatid:~" .." i'" ..,.
:>:.r.....;-~ .i.:,~::,;. ;~~{;~~f~:;~~_4;::i'~~<-C;';~~,,\,~~J~I:';'w' ,;...;"-",, . ;
--,. ,-- 0.._....,.,...-
iJie'ianil referred to in this report is described in Exhibit A attached nereto.
:
ancl as of January 19, 2005 at 8:00 a.m., title v~ in:
William A, Ortiz and Sabby LJones, not B5 tEjnants in common, but with rights of survivorship
i .
Sllbject to the exceptions, exclusions, and stlpulat~ns which are ordinarily part of such Policy form and
the following: . ,
x
i
Oty liens, if any, of the City of Springfield. i
Note: There are no liens as of January 19,[2005, All outstanding utility and user fees are not
liens and therefore are excluded from ~ovei'age.
G)
-"
The rights of the publi~ in and to that porlinn of the premi>es herein described lying within the
limits of streets,roads and highways. .
This report ~ for the ~uslve ~ of the pgrties:hereln shDwtl and is preliminary tD the issua!)Ce of.
1itIe insurance policy and _ bec;ome void "illess a polley 1$ iSsued. and the full premium paid.
PRE.SUBMITTAL RECIO
DEe 1 2005
~~I!'..r'.....,,...
'j
.;KENZIE FUNDING
/
Preliminary Report
9
x
15412841384;
5 12:56; J~#198;Page 2/6
03/:
~
0r0..- No.: 1191-5:l344S
Page <.ofS
.'-r-
Easement, induding terms and proviSions Fontained therein:
Recording Information: October 1~, 1949, Book 403, Pagae 240
In Favor of: The City Qf Springfield
For; sewer
Easement, induding terms and provisions fnntalned therein;
Recordillg Information: January 9; 1953, Reception No. 94026
In Favor of: John H. McLean, et ux
For: sewer
Deed of Trust and the terms and condltJ0n5 thereof.
Grantor/Trustor:
Grantee/BenefiCiary:
William A.; Ortiz and Sabby L Jones
AamesfiJnding Corporation DBA
corporat!dr
None shol'-'n
$64,SOO.oP .
April 30, Z003
2003-Q3Si99
Aames Home Loan, a
Trustee:
Amount:
Recorded :
Recording Information;
I
i
The benefidal Interest under said Deed ~f Trust has been assigned to Bank of New York, as
Trustee for ONABS Series 2003-BC3, by Assignment recorded June 10, 2004, as Instrument No.
2004-044033. : '
By instrument recorded June 30, 2004, Refeptlon No. 2004-050182, First American Title
Insurance Company was appointed SiJcces!sor Trustee under said Deed of Trust shown above,
,
,
Notice of Default and Election to Sell and tjie terms therein
Recorded; June 30, 4004, Reception No. 2004-050183
\",,-~,. ";-'-"~:""'.<-"4~~~~~~i:~1,;;.-::;"/~'~' '~
Affidavit of Mailing, Trustee's Notice of sal~, Proof of Service and Affidavit of Publication,
Recorded: ' septembef 17, 2004, Re<:eption No. 2004-072746
x
x
A Judgment for the amount herein stated ~nd any other amounts due.
I
Case No,; 12 02 256PO, Judgment No, 001
Entered: May 6, 2OP3 ,
Amount: .$lJ582.69', $397,00 and $979.00 , plus interest, costs, if any
Creditor: . Ford Mot~r credit company
Debtor: Sabby L f.nes ,
A Judgment far !:he arTlOl!nt herein stated ~nd any other amounts due,
Case No,: 16 03 1231)1, Judgment No, 001
Entered: July 9, 20~3
Amount: $]35.14 ard $122.00 , plus Interest, costs, If any
Creditor. Ray Klein,: Inc., dba Professional Credit Service
,
Debtor: Sabby Jot
. END OF pCEPTlONS -
!
FU!itAmerican Tdle
I
,. .- .:.,tr:~'" .~.~-".
,.
. .j;1f I 3/
. . /;KENZIE FUNDING 154128 1384; 03/8' '05 12:56; }etI'aL#198;Page 6
I .'
j'l'relimlnary Report; Order No.:.7191-523445
'I . ' ""g03of5
I ., ~
! NOTE: We find no judgments or United Slates In~al Revenue liens against Shane Wartenbee or
! Michael P. Miller, Trustee of the Michael P. Miller q:omblnatlon Prototype Pension and Profit Shaling
I' A~. .
NOTE: In order to insure a transaction involving tl\e herein named trust, we will need to be provided a
Certification of Trust pursuant to ORS 128.232 thrqugh ORS 128.246.
,
NOTE: Taxes for the year 2004-2005 PAID IN FULiL
Tax Amount $1,152.12'
Map No,: 1703253407100
Property to: 0212314
Tax Code No.: 19-00
Situs Address as disclosed, on Lane County Tax Roll;
I
1127 18t11 Street, iSpringfield, OR 97477
!
cc: Shane Wartenbee
cc: Michael P. Miller
cc: William A. Ortiz
THANK YOU FOR CtfOOSING FIRST AMERICAN TITLE!
,
WE KNOW YO~ HAVE A CHOICE!
;
"',
,,,,;!~ ..... '~~*l.';1f*. .'~I.l;<;!'J< f;";~w'",.li,>O<-'" 1<;'.', .""";~~. ,:_,;0""." ':, " ,_ ;'" t.-,.,.,
l."",~:'i!t~~1;'1-~~.~=,~~,I),!~~~;F<1; "'~"'''~~'~\''41. '" .i
,10 '~~~.~~':~~7~~~,~::"1 ~,.,~_!O ~~~- . '\~Y7' ' !
FirstAfi1eri<anTI/Ie
. -;..;. ~: ,. ,.." r
itJ'/
0/
I ,/
\1
"11111,,11111
.'
r
Division o( ChJe( Deputy Ct~rk
Lane County Deeds and Recc~ds
20~~.~ ll10J
$36,00
~
~~~
11111111111111111111111111111111111111111'" III
00.6930420050'117630030034
RPR-DEED Cnt=1 Sln=6 cAg3~~~/~O~5 02: 19:49 PM
$IS,OO $11,00 $10,00
After recording return to:
Western Pioneer Title
PO Box 10146
Eugene, OR 97440
until a change is requested all tax statements
shall be sent to the following address:
Michael P. Miller, Trustee
3330 Hayden Bridge Road
Springfield, Oregon 97477
File No.: 7191.523445 (csl)
Date: February 10, 2005
STATUTORY WARRANTY DEED.
William A, Ortiz and Sabby L. Jones, Grantor, conveys and warrants to Shane Wartenbee and
Michael P. Miller, Trustee of the Michael P. Miller Combination Prototype Plan, Grantee, the
following described real property free of liens and encumbrances, eXcept as specifically set forth herein:
See Legal Description attached hereto as Exhibit A and by this reference incorporated herein.
This property is free from liens and encumbrances, ~XCEPT:
1. Covenants} conditionsl restrictionsandjor easements, jf any, affecting title, which may appear in
the publiC record, including those shown on any recorded plat or survey.
!
THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN
V'IOLATlON OF APPUCABLE 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 AND TO
DETERMINE ANY UMITS ON LAWSUITS AGAINST FARMING OR FOREST PRAmCES AS DEFlNED IN
ORS 30,930.
The true consideration for this conveyance is $48,000.00. (Here comply with requirements of ORS 93.030)
Dated this 10th day of P"bruarv
20.....Q2.....
Page 10f3
.1 .:rr: ;:.c.- .. j -',I
/
/
./
APN:0212314
!V~d ~
William A. Ortiz
STATE OF Oregon
County of Lane
Statutory Warranty Deed
- continued
File No: 7191.523445 (csl)
Date: 02/10/2005
spiA ;<
Sabby L~ Jones
,)~L W-..d.. d.szl
Pj<-{..i~r
)
)55.
)
.--'
/-"",(""-,,,-
as attorney in
,20M
fact for
This instrument was acknowledged before me on this _ day of
byWilliamA.Ortizandc~ indiV(!allY' and
Sabby L. Jones 17
AIlAfJ..t!'
CindyLeary -
Notary Public for Oregon
My commission expires:
r.?i"?'~'h'''ii/i}~Y~:'\';'':' "
1.."......,"".."
I. oi,ic,;i;;Al-'
~"IJDY ,.,y
," NOTARYPUBliC.OREGON
COMMISSION NO 364069
M'i COMMlSS~N EXPIRES DECEMBER 29, 2006
.-
~.'i . '1 ;; .
Page 2 of 3
.".::,
,." J:'
",
,
APN:0212314
Statutory Warranty Deed
-continued
FileNo.: 7191-523445 (csl)
Date: 02/10/2005
EXHIBIT A
LEGAL DESCRIPTION:
BEGINNING AT A POINT IN THE SOUTH LlNE OF THE ALAN SON M. POWERS DONATION LAND CLAIM
NO. 69, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, 817.9 FEET SOUTH
890 38' WEST FROM THE SOUTHEAST CORNER OF SAID CLAIM; THENCE SOUTH 0' 10' EAST 144 FEET
TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00 10' EAST 72 FEET; THENCE SOUTH 89' 38'
WEST 138,1 FEET; THENCE NORTH 00 10' WEST 72 FEET; THENCE NORTH 890 38' EAST 138.1 FEET TO
THE TRUE POINT OF 8EGINNING, IN LANE COUNTY, OREGON.
,.'
':-''''';''
i~~_~,~itj!.CY:?,.';-~~{f'i~ "~'., .
~"7"':-- - -. "T.HYC ~-~t5'il'. ?'" 'f-'
Page 3 of 3
''''':'.:
225 Fifth Street
S~ringfield, Oregon.97477
'541-726-3759 Phone
'.'
,
Job/Jo~rnal Number
PRE2005-00080
Payments:
Type of Payment
" Check
,':, ,
.i:
~
.,
.
r
.
,
*.
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',.
.: ~
,
,
:
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12/1/2005
?,'
. RECEIPT #:
Description
CTY Partition Tentative Plan
Paid By
SHANE W A TENBEE
Lua.r~
""~R'!"!'!PIIlLO,'._:'''' "'i"
. v
-', .
ai:'-""'*i. I,
,.-. if" i:
/ :
-.~-''".....".~-'',-_..
_. City of Springfield Official Receipt
UevelopmentServices Department '
Pnblic Works Department
3200500000000000677
Date: 12/01/2005
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
tj 1320 In Person
Payment Total:
Page 1 of 1
2:17:24PM . .
Amount Due
500.00 .
$500.00
Amount Paid
$500,00
$500.00
~"~I HIGA.BURKHOLDER
r .
" ASSOCIATES, LLC
,; LAND USE PLANNING / CIVIL ENGINEERING
150 North Seventh Street
Springfield, Oregon 97477
Telephone (541) 988-1862
Fax (541) 9BB-1B63
1721 Hewitt Avenue. Suite 401
Everett, Washington 98201
(425) 252-2826 Telephone
(425) 252-9551 Fax
CATCH
RIM =
EX, SANITARY SEWER
MANHOLE
RIM = 462.06'
I.E.=454,31 '('/I)
I.E.= 454.46 (E)
I.E.= 454.51'(N)
(',
,
--(SF- -'TIllll CATCH BASIN
-f" 'lIillIJ RIM = 461.38'
~ ~EX. STORM SEWER
"' MANHOLE @ 18TH ST.
ANO CENTENNIAL BLVO.
RIM = 461.96'
I.E,= 458.51'(N-S)
I.E.= 458,56(t-W)
I
BASIN Ill- )
461.34', S T - _ T
v~
~
~I
'-
>- ....: w
'- z
'- :J
'- z
~'i
:> "ffi
'- ~
'- '"
'- u
~"'~
:> ..... ","':r 24- MAPLE
VI '0",. '/ f~ (TO BE REMOVED) ,,"
--l "v '/ ' ~ C(THERRY CLUMP ) ,,<b -0'0 ~.
j I "/ ..;>. ."",. ~OVEO ~..,. N89'38"00"E, 138.10' .,,"/." NOT TO SCALE
> i ' ~ -'~-,_:~ -., -'- ..-- :...:~.----------;.~----- --H--"-l . 1i::~~I'f"W'"
_Ti "1-\\t,, SI(~-r~-- ~ -- ~~~_~V~-:~___I____H_-_j_L'~":::: _,0' ":;___-,,-__ tr~~~~i)
~ '- EJ(ISTlN~ / \ ~ r" '-...-:: )' I '~\I - . '.09% SLOPE
UGHT ~'I ,,' G \ I ~ '- ... ... ~ '" ~-~
I " ROOF 9RA1N , \\. VI 'Q ., '" " '\ (()......
, C / \/ . ,'~ / 10.'CHERRY ~ ,,'\-' .. .
:> " c:""""-t '^ I x~:-- Y6' EX. GAS 6'"J ~TO REMAIN) ~X' X 00
'\ v, A_ 'OJ.. STUB'; _ _ J" .
I, \. k1 "' '.,;~ ~ L . I ? ~ r EX SEWER ' ~
,i.~ I '" \ N ~ STUB~" k ,
. ~ ~ .~~~~; EX SEwrn E~bSJ~~G). .,,'\-' Ir~
>,~ h .. "' ~~il 8: STUB,,, 1~ 2~~\ ;r: ;,C---\ r,1 ~
>j T"" EX.
V J ~"
" ~ ~
,,~ X
>: ~ ~,
h ~ / ',:iv':1:~'i::~t~;'(iB#~~0'';:cj ,,'fP /'\-' ~.....:(l Ix I
"'"' / t'~;;:}:\;,;;.P;ji!;i1>#~:,ti":1 - ~ .~ .~\ ~.~ 1\ I
-....; / :~'t~2~~;~;:~t_:t~?Iti~;:;~~..~~.:~~P b,'O"'J ~ 5Wi:"W'C \ 463 ~ I x
~ ~ /'i:f>~~}:';';~;;':;!i::;;>;~,(..::;i / ........" ".-," . ~ " "I
", -l / ~'':'",-~'''L:.m. -:.:'-~<":~~:-<""">:"::;J b~"""""""- ...'0 ~ ~ J '
" b-;'J->-//~ ~.~..:.; .......-'=..;~.j~ X tJ<b"V ...'O'\. "6'j J
> '- I ...b~_'~ ~ "..............- _ -x-x-X-.......X-X~->><-. x-x-x,"*-x-x-X-X-X-'l-..-'/...
'- "'v/ ","".., x-..><-"""....:'i...x-x-x-x X __ 1 __ __ .
'- ~ /, -- ~ -- -- I S89'38"00"W. 138,10'
~. 36.0' CUf B TO CURB ~. "- ~\I "
> ~ (EXISTING) I 4" I
~ ,,~".~~ 410 100-YR FLOODPLAIN & FLOODWAY BOUNDARIES
~ .v-'-1
> ~ "........' I
I ~.,,~ ~
ifo'tr-o-I~ -1
LEGEND
;<
,~
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"
SITE / ~.
/
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C''1I
,,-
-on
WARTENBEE
18TH STREET PARTITION
SITE ASSESSMENT OF EXISTING
CONDITIONS
@
@
CQ
EXISTlNG STORM ORAINAGE MANHOLE
OLYMPIC~EET
U
t;; t;; LLI .r,
~~ I-UJ ~ C)
lZ)li; ~e: --I C)
... NV):<c ('o..J
l::;;'ENrENIIIAL BLVD
.. IS
J STRm05 U
"'I :S1 Wl:USIREE:.T
~ ," U
.....
I:l::::
I~
- EXISTlNG SANITARY MANHOLE
- EXISTING WATER METER
~
~
'I
- PROPERTY LINE
- EX. FENCE
*,-x-x-x-X
MAP
17-03-25-34, TAX LOT 7100
CITY OF SPRINGFIELD
L!,-NE COUNTY. OREGON
~
~
"'
UT
EX. UTlLlTY LINES
(TV- TEL -GAS, ST. WW, W,
- EX, EOGE OF PAVEMENT
I STREET
~~
G STREET"
100,
r
~-
Z
"''''
OHP)
/ / / / / / / / / / /,
28- MAPLE
(TO BE REMOVEO)
I
VICINITY MAP
TREE PRESERVATION
THE EXISTING 24" MAPLE, CHERRY CLUMP, ANO 28" MAPLE
ALONG THE NORTH PROPERTY LINE ARE TO BE REMOVED,
ALL OTHER EXISTlNG TREES TO REMAIN.
EXISTING IMPERVIOUS AREA
N
,:]
1400 SF (0.03 ACRES) .
EXISTING GRAVEL DRIVE TO REMAIN.
EXISTlNG HOUSE TO REMAIN
>
SOIL TYPE & EXISTING VEGETATION
SOIL TYPE - 97% TYPE 32, COBURG LAND COMPLEX.
HYDROLOGIC SOIL GROUP C
WATER TABLE DEPTH - 1,5' TO 6' DURING ALL MONTHS.
PER SOILS STUDY OF LANE COUNTY OREGON
SOIL TYPE - 3% TYPE 5. AWBRIG LAND COMPLEX.
HYDROLOGIC SOIL GROUP D
WATER TABLE DEPTH - O' TO 6' DURING ALL MONTHS.
PER SOILS STUDY OF LANE COUNTY OREGON
NO SIGNIFICANT VEGETATlON EXISTS OTHER THAN THE TREES
AS SHOWN.
THE PROPERTY IS LOCATED IN AN 'X' ZONE, AS SHOWN ON FIRM MAP
41039C1161F, EFFECTlVE OATE OF JUNE 2, 1999.
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JOB NO, ~
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~
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TIME OF TRAVEL ZONES
WELLHEAD PROTECTION ZONE: 1 TO 5 YEAR TOTZ
TO "Q" & 16TH ST. WELLHEAD.
ISSUE DATE:
DESIGNED BY:
ORA WN BY:
PLAN CHECK BY:
PRE -SUBMITTAL:
1ST SUBMITTAL:
TOP, KB, GJF
GJF, TOP, KB
TOP, KB
DECEMBER 1, 2005
UTILITIES NOTE
EXISTlNG OVERHEAD UTlLlTlES MAY CONSIST OF
ELECTRIC. CABLE TV, ANO TELEPHONE.
C:\Land Projects 2005\WARl\dwg\WART-T02.dwg, 11/30/20054:43:56 PM, Copyright 2005 Higa Burkholder Associates
TENTATIVE LAND DIVISION PLAN
OF
TAX LOT #7100
ASSESSOR'S MAP 17-03-25-34
(CIIY OF SPRINGFIELD)
LANE COUNIY. OREGON
FOR
SHANE WARTENBEE/MIKE MILLER
BY
ROBERTS SURVEYING INC.
P.O. BOX 7155
EUGENE, OREGON
PHONE: (541)-345-1112
I
SA.\JITARY SEWER
MANHOLE
RIM = 462.06'
LEI=454.31 '('/I) >\/
. "' LE.,,= 454.46 (t) /
. 5 1.4= 454,51 '(N) ,,/
> ~ I I >\/'~"c; ~k~OVED)
.~ ~ /1/ N89.38"00"E. 138.10'
> . ~ ./'4. p x x- -X-X-X-X-X-X-X-X-X-X-Xl
/1. ULfTY
~ /'< I.;, ~~S P LE_ p- 62.50' ~\ SANITARY SEWER
:10 >\/ ~O \J\\\,!f\',j-l ~. ---- . MANHOLE
> /PRoPos ~~ ,x\ RIM = 463,82'
I ).\: __~:""-;-s' , s - s 10. LINE LE,=454.67'~W)
UTIUTY ~'\J---- S s - -5 S -$ 51-S 5 -5 S -5 S -$ S ---,.: i S -$ S -5 S -$ 5 -5 S -5 5 -$ 5 -5 S _~-=s"$54.82 (t:)
POLE -0 :,- e.... ~ SlUB ~ I . ,09% SLOPE ~
J. ~ : ~.9 ~---i-i1o-~~~~~-.b: 8
> J ~ I t / ~ ~ ~ ~)O::EMENT RECORDED OCTOBER 11, 1949, BOOK 403, PAGE 240 IS
I;;""t ~ WATER Ie 0 10' CHER + 3i I'fo~CsEoL FT#2 L.J BLANKET IN NATURE AND COULD NOT BE LOCATED ON THIS SURVEY,
tI) -I METER b (TO REMi>JN) b ' , < THE SANITARY SEWER LINE THIS EASEMENT WAS INTENDED TO COVER
I b ~O~~N) b b8 l IS SHOWN HEREON.
...... ~ Z ill I 2) EASEMENT RECORDED JANUARY 9. 1953, REEL 10D. RECEPTION NO.
~ -I " _ _ _ _ _ _ _ , ~ 5P4A4R3CSEOL. FT#,' ~ b(f) I 94026 IS BLANKET IN NATURE AND COULD NOT BE LOCATED ON THIS
> I;;""t _ ~ SURVEY. THE SANITARY SEWER LINE THIS EASEMENT WAS INTENDED TO
, CO ~ I . ,'. : COVER IS SHOWN HEREON.
> i ;"1~f;~~l$j~~~~;lj~? :~~1*~~ ;~~~(~:1rrf~~~~~~i(~i:i~;~~i;~~~:;~ ;;~.-... . t 3) T~C~SE ~7Lt~t~~~~ ~~S~G~I~~RU:'ARCEL #2 AT THIS TIME, CUTS AND
U.,....',~...c;,...:._..,...~'~,:......,:...r,'.'.,.~.;..'...,.',...:..c.,.;,.i.:.~,',;""....~,;.r..~.,..,4,.::.,.'.i>:.. ~.,. ',,, ""',',,'. ,.,,,,,. .,.. .<c, . ,,""""'.' c;",,<~,= -.-,,' ~"". ",,-'1.,;/'< 62 50' '< 4) THERE IS NO STREET LlGHTI~G PROPOSED FOR THIS PARTITION,
. :.~ .' . --::. . '.'.. ,: ~.( .:r::-,~..;,{'t,;:':(:1:~'s:'1:,~-' '?--~'- .~-\J~'..'.'~ .....- / 75.60' . J
"" ~ .,,-."'> ,i'~",- -~-.",~,",'-.. "-~:":.'-" "'11. -\.\... X ~x X x_x_x_x_x_x_x_x_x_x_...,., )
'"''''{'''''''''~''~''.'' ',~,'!,,''i;Y;,;?'0'''''''''' , X--,,",-,-X-X-X-X-X-X-X- --I - - 5 THERE ARE NO DEDICATIONS PROPOSED FOR THIS PARTITION.
~~#IT;;'~ I < ~,'O '"" 'J7/</"<- S89.3~oo"W'1'3B.10. :: :~ ::::::: ,~::"::~:::::: ~::: "'~
.........'< -I
.,......... 1 8) UTILITY LINES CONSIST OF POWER, TELEPHONE AND CABLE TV,
>1 ~',
~ ~
UTIUTY --:
POLE -0- . . -I
REGISTERED
PROFESSIO~AL
LAND SUfJ)o'EYOR
~
~
OREGON
JULY 15. 2003
KENT BAKER
" #59885
EXPIRES 12-31-2005
'\
~ -
-I
LEGEND
{ ~ -5$- SANITARY SEWER LINE
-I
1<>/ w- WATER LINE
UTlLfTY -0-
POLE ~ . - S T STORM SEWER LINE
-Ir
I~ -v- OVERHEAD UTILITY LINE
:< ~ X FENCE
> -I
N
>
SCALE 1ft = 20'
DECEMBER 1, 2005
2!'!' MAPLE
(TO BE REMOVED)
>
of
~
-I
~
-I
Ul
-I
FIRE HYDRANT
. 125' +/- FROM
-9- SOUTH PROPERTY LINE
,
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~
~
a:ll W
~ LL/
c:n Cl
.
LLI
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..
~
=
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-
,
,
T ~ . ~tJC~ ~~~1.~8'
~ ~EX. STORM SEWER
~ MANHOLE @ 18TH ST.
AND CENTENNIAL BLVD.
RIM = 461.96'
~~ ~ I.E.~ 458.51'((N-S))
~ I.E.~ 458.56 E-W
~} ~ I PROPOSED WATER
:> " w I METER (PARCEL 2)
" z
> :J ~ RESIDENTIAL DRIVEWAY
<, ~ ~ APPROACH PER CITY
>' 5' I ~ STANDARD DETAIL 3-9
:> ~ w I.
" ~ ~ C _ 18' WIDE ACCESS EASEMENT,
'; ~ ~ iii MAINTENANCE AGREEMENT,
:," 5: AND UTILITY EASEMENT 28" MAPLE
(TO BE REMOVED)
-1 <0 ~ <0>,'" ~6 ~Pk~MOVED) ~ I ~ " SITE CLEARING NOTE
:> ~. I FL=461.61 , ~ ,0'> > Ii , CHERRY CLUMP~" ~~ ~~
EX. SANITARY SEWER ~ ~ ....v;, I .~"'. .~"'~. (TO BE REMOVED) .~",. N89'38"00"E, 138.1 0' .~'>' .~'>' WITH THE EXCEPTION OF THE EXISTING HOME,
MANHOLE :> c' I - x x-?,x- _~ x x-x >x-x~ -x-x-x x-x-x-x-xx-x-x.x DRIVEWAY, AND TREES TO REMAIN, THE
RIM = 462.06' >, .......'/. ",'^- - _L A~x~_ ....._..' . ..:::::-- .'" ENTIRE SITE IS SUBJECT TO CLEARING. SANITARY SEWER
I.E.=_454.31'('!') I, ~ ~ ~"i ~- ;-'-=-';-~ r-cb9 r- ~'~ --\ -:,. " _________ -: " PRIVATE WATER '\ MANHOLE ,
I.E.- 454.46 (E) ~ ~ ~ i; r f( .~, 'I'/V ,E . \" I ;;'- ~'-<IFL=463.541 SERVICE STUB EX SEWER RIM_ = 463,82
I.E.= 454.51'(N) :> ' ~/ ~\ / ' -\' ; '. -;- - " ./ -.\ '\./ '" ~ " . XI r MAIN TYP I E.-4545.6782('!'())
I~' ~;\'I, "'I.V "'" "-(.1\ t-" \tFL~463301 ./_.' 10" LINE IE.~44. E
'I FL=461 51. 5 S ;/-.", SJ~ ~IS i...,.--5 S -5 S -5 5 -5,5 --yS 5 -=--5 S --$ 5-15 S -.$ 5 -5 5 -$ S -$ 5 -* S -$ 5 -5 5 -5 $-S S -$ S -5 S-S S _Rt_. S 5
riri',W-o ", ., EXlsnN<! '/ ',j \ I '.:.A V " '- :; '. / . \. HFLH63.541 "II .. .09% SLOPE ~
l~ h~IWFE~~16HR060LOO~~,\ \ \5/--L~~';:~~~I----~UBOAS ;;0''''~7-7-~~~1~1~~~C:-_~' ij /'>~'O /'>~ '$ LEGEND.
~,',' lfL- 1. I: ~,\ 0 . 0 f :-~EX SEWER 'N
, /, . . I I r-- 's' - EXISTING STORM DRAINAGE MANHOLE
:>: ~ . l {t~ \ \ ~ EX SEWER EXISTING j0 + ~ FL=46272 STUB '~'>~"I~I '.~o' ; _ EXISTING SANITARY MANHOLE
.; ~ ~^ w" J!:-0'1 STUB HOUSE r-- 3" ROOF DRAIN TO PARCEL #2 .
"'~ h -l WAlEI I j . L.. 10" CHERRY y- , rp~ EXISTING WATER METER
MET" I Ol'~ (TO RE....N) - WEEPHOLE@1%.....--4500SQFT"'0_-.
:> >,"; I (EX~ NO). 0 .'0",. EX. SEWER../ ~ / 6" MAPLE f' EXTEND 10' INTO \' .. "I b
VJ ~ /; lib x STUB ...{,^, (TO REMAIN) P PARCEL 2~" I .~,>'o" < Ul - PROPERTY LINE
, ~ ,~".,o',~" z - ~ lTII '" PARCEL #1 ;' .~'>' ( \ (x :,1 x ^~'
" ~lO /~, ~ ~ b,lO X ~I' - - EASEMENT
:> ~ ~ I ."v / :.~.. \.....,. _ _ _ -! 5443 SQ. FT. b "" yO' < .
~ h ~ ~ ~~t )~~l,~~jg~trf~~;; ,," .~'>~' z r ~\ "~~ Il x-x-x-,x-x EX. FENCE
:> ~ ~ JA ,;d.~~f~\ij.~j!jt<tl~l;t~ .~'" - ~~~1RIC .~~ ~~" x r ~CEVS~~~P \ 463~~'~,'v lit
~, EX 21' CURB ~ (. ,.>.;,./i'~ "';','.e;::';:":;:'\;J~~ .~ .' ~~ ~'> ~ ....J .1
:> ~ CUT 'TO f;~MAIN I b<ro~~//:t;/ /"'" _.~-= --~~..~ ,x ''''x .x~ )X,"'ro'\-' ^_X_x_x~~_)':_Y._x_x~~,_"" J
'" '\'"' / \><!.. X-~-Y.-x-x-x-x-x-'"-"X-~~AI'~' . __
36.0' CUF'B TO CURB ~ '--A~~ -- -- ~ S89'3800"W. 138.10'
>I~< (EXISTINGj I ~~ P~OJECi NARRATIVE / GENERAL NOTES
I ~. ...,,;~ ~,,:p I
:> t~~,,"< ~ .v"~""---- ~I '"v I '1. SITE DEVELOPMENT SHOWN IS CONCEPTUAL ONLY. INDIVIDUAL LOT
....----. I 20 40 DEVELOPMENT SHALL BE SUBJECT TO CITY REVIEW THROUGH THE
....---- BUILDING PERMIT PROCESS.
I ~ <~....---- ,_ EX.. 1/2 R/W
UTIlITY-o-I'.< . ~ 30' I 2.
POLE >1
CATCH 'BASIN
RIM = 461.34'
Ill- S T
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~
~~ HIGA-BURKHOLDER
.BMij ~~U~9LA~~~~~L~JGI~!;~
1721 Hewitt Avenue _ Suite 401
Everett, Washington 98201
(425) 252-2826 Telephone
(425) 252-9551 Fax
150 North Seventh Street
Springfield, Oregon 97477
Telephone (541) 988-1862
Fax (541) 9SS-1863
WARTENBEE
. 4" COMPACTED ASPHALTIC CONCRETE
18TH STREET PARTITION 2% ~CLASS "B" BASE COURSE PLACED 2%~
./ IN 2" LIFTS PER SSD 3-2. f!l
GRADING AND PAVING PLA:. (",,)f~~f~~;~~f{4~~~il~~{~~~~~~~c~~;~~~1 u
CRUSHED ROCK ~ lJ.J
u> q
....u
--
~
'"'-
12' PAVEMENT
~
=
N
....
TYPICAL PRIVATE ROAD SECTION (DRY WEATHER)
THE 0.23-ACRE PROPERTY CONSISTS OF ONE PARCEL AND ONE
EXISTING HOME WITH ASSOCIATED DRIVEWAY AND LANDSCAPING. THE
EXISTING HOME AND DRIVEWAY ARE TO REMAIN.
3.
ROOF AND FOOTING DRAINS WILL BE TIGHTLlNED TO PROPOSED 3"
PVC PRIVATE STORM PIPE LOCATED SOUTH OF THE DRIVEWAY. THIS
PIPE WILL BE CONNECTED TO A WEEP HOLE AT THE TOP OF THE
PROPOSED FLARE. FROM THE NEW CURB CUT ASSOCIATED WITH
PARCEL 2.
PER CITY OF SPRINGFIELD SCOPING SHEEt, STORMWA TER CONTROL
AND WATER QUALITY IS NOT REQUIRED.
SEE ACCOMPANYING TENTATIVE DRAINAGE REPORT BY HIGA
BURKHOLDER ASSOCIATES, LLC., DATED NOVEMBER 30, 2005.
5.
NOT TO SCALE
:.JT
EX. UTILITY LINES
(TV- TEL-GAS, ST, wvi. W. OHP)
!Jill]
- EX. AREA DRAIN
/ / //// / ////,
- EX. EDGE OF PAVEMENT
ESTIMATED GRADING QUANTITIES
CUT, 60 CU. YO.
FILL: 120 CU. YD.
(THE QUANTITIES OF CUT AND FILL ARE APPROXIMATE
AND ARE SHOWN ONLY FOR THE PURPOSES OF
OBTAINING A GRADING PERMIT AND SHALL NOT BE USED
FOR CONTRACTUAL PURPOSES.)
ISSUE DATE:
DESIGNED BY:
DRAWN BY:
PLAN CHECK
~
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~
~
<5
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"...,
~
NO. ~
BY:
TDP, KB, GJF
GJF, TDP, KB
TDP, KB
DECEMBER 1, 2005
JOB
1912 f
~
~
X;
PRE - SUBMITTAL:
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C:\Land Projects 2005\WARl\dwg\WART-T03.dwg, 11/30/20053:07:29 PM, Copyright 2005 Higa Burkholder Associates