HomeMy WebLinkAboutPacket, Pre PLANNER 6/24/2013 Planner: Motyk Mth ge,�
Date: b - Z4-( 3
Pre-Submittal Packet
1 of l(j, pages
PRE-SUBMITTAL
DISTRIBUTION LIST:
Date Distributed: (p Z4--/3
✓ David Bowlsby — Building
Gilbert Gordon/Melissa Fechtel— Fire
✓ Michael Liebler — Traffic
/Matt Stouder— Public Works/Engineering
Chris Moorhead, Surveying
Planner to
The complete Pre-Submittal Meeting informational packet for this meeting
is available on-line for you to review or print out @ Laserfiche website:
www.sprincifield-orcov/weblink8/
City of Springfield
Development Services Department SPRINGFIELD
225 Fifth Street
Springfield,OR 97477 C "i
t'.4
v
541-725-3753 Phone OREGON
ux
541-726-3689 Fax
Pre-Submittal Meeting
Case Number Assigned: PRE13-00017
Date Submitted: 06/21/2013
Project Name: Hayden Bridge Estates Subdivision -9th/between T& U S
Project Description: Create a 22 lot LDR subdivision on 9th Street north of T Street,Hayden
Bridge Estates(formerly Mallard View)
Planner: Mark Metzger
Application Type: Pre-Submittal Subdivision Tentative
Job Address: 0 9TH ST
Assessor's & Tax Lot 14: 1703261204400
'Meeting Date , ",:06/28/2013; r
'Planner ' + : ,61METZGER p r:'''
`.. . - - .
DISCLAIMER:Applications will not be exempt from Development Code or procedural amendments that may occur between the
time of the Pre-Submittal Meeting and Submittal of the Application for Development Review. Please contact our office at
541-726-3753 with any questions or concerns.
A Planner will be assigned the following business day and will contact you to confirm the meeting date and time.
PRY13-0001I
PRE-SUBMITTAL REC'D
JUN 2 1 2013
C:VnyReports/reports//production/Spnngfield/PL_FRM_PRESUB.rpt 6/24/2013
• •
Pre- Submittal Meeting
Development and Public Works Department
Room 616
PRE-SUBMITTAL MEETING DATE: Friday, June 28, 2013
1. PRE-SUBMITTAL MTG #PRE13-00017 SUBDIVISION TENT WIECHERT
Assessor's Map: 17-03-26-12 TL 4400 PRJ13-00011
Address: Vacant— 9th & T Streets
Existing Use: Vacant
The applicant submitted plans to create a 22-lot SFR subdivision, to be known as Hayden Bridge Estates
(formerly Mallard View).
Meeting Date/Time: Friday, June 28, 2013 11:00— noon DPW 616
Planner: Mark Metzger
The Pre-Submittal informational packet for this meeting is available on-line for you
to review or print out @ the:laserfiche website: ■ ww.springfield-or.gov/weblink8/
PRE-SUBMI1TAL REC'D
JUN 2 1 2013
•
City of Springfield SPfiINOF1ELD
Development Services Department
225 Fifth Street
Springfield, OR 97477
Land Division Tentative Plan
Partition, Subdivision
Application Type (Applicant: check one)
Partition Tentative Pre-Submittal: ❑ Subdivision Tentative Pre-Submittal: `'
Partition Tentative Submittal: ❑ Subdivision Tentative Submittal:
Required Project Information (Applicant: complete this section)
Applicant Name: ?Qtl6F tc644-cFz..-r- Phone: 'r-1
Company: •211cE VvzECH 1l Cusrr Ec Fax:
Address: 'G ?3 � VIc1N N• Euc-, of r
ENS . �e +c�.
Applicant's Rep.: owt/ Phone: " --r - Win - - -�
Company: Ic�Vp.E i4-L& ( uP Fax:
Address: -7) �.1 r_., ,, 4'!F FLL r,� CID-el L.
Property Owner: 7 , i C. �J•.J tai-'==` Phone: - - =, - 91f,
Company: i=_.Cu1_ �J,ECHc�T CO,SMVA Hol"A- -Fax:
Address: - LAI. EtA_CrEN+✓2 CR. 1 ''
ASSESSOR'S MAP NO: l3 - c 3- 24, 12 TAX LOT NO(S): -11'00
Property Address: rNilf1
Size of Property: -4, ( Acres Square Feet n
Proposed Name of Subdivision: -owb�t�lrz+Dc--� STT��.
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Proposal: 22 t-fri onl
Existing Use: 4r ,=t1QT
# of Lots/Parcels: 2-2-- Avg. Lot/Parcel Size: (o31•0 sf Density: .S7 du/acre
Si• natures: Please sign and •rint our name and date in the a••ro•riate box on the next .age.
Required Project Information (City Intake Staff: complete this section)
Associated Applications: WE. / Q)/ 3 Signs:
• .12
Pre-Sub Case No.: egt 13-000r7 Date: b f 2/f 003 Reviewed by: (4j
Case No.: Date: Reviewed by:
Application Fee: $ -D0 'Technical Fee: $ 1Postage Fee: $
TOTAL FEES: 3% •6D kPO3ECT NUMBER: T fl3 L�Do p
Revised 2/17/11 JUN 2 1 2013 1 of 10
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PRE13-00017 Pre-Submittal Meeting (Subdivision Tent) Wiechert 17-03-26-12
TL 4400
PRE-SUBMMAt WO
JUN 21 2013
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SITEASSESSMENTPLAN
Y THE FAVREAU GROUP
9 CIVIL ENGINEERING
HAYDEN BRIDGE ESTATES
..t,
9 ra:thrratm.-,..,
CITY OF SPRINMELD
5n-
ReASICINS oe-u-tz Fiat wows orponon
1
•
HAYDEN BRIDGE ESTATES TENTATIVE MAP NARRATIVE
June 18, 2013
Assessor's Map: 17-03-26-12 Tax Lot 4400
Applicants: Bruce Wiechert Custom Homes, Inc.
3073 Skyview Lane
Eugene, OR 97405
(541) 686-9458
Applicant's
Representative: The Favreau Group
3750 Norwich Ave.
Eugene, OR 97408
541-683-7048
Attn: Tony Favreau
LAND USE REQUEST
The applicant proposes to divide the subject 4.36 acre property to create 22 lots and to provide all necessary
infrastructure to support the development. The proposed residential use and density (5.0 dwelling units/acre)
are consistent with the existing Low Density Residential (LDR) zoning and the City's standards for
development in the LDR zoning district, where a maximum of 10 dwelling units/acre is permitted. Duplex
dwellings may be permitted only on corner lots in the LDR district, thus duplex dwellings would be permitted
on only one of the proposed lots—the one lot located at the intersection of 918 Street and 'U'Street.
The proposal includes an extension of 0 Street to connect the existing northern and southern termini of the
street. The construction of 918 Street will eliminate two dead ends and will allow through traffic. 'U'Street
will be constructed to provide access to the subdivision.
•
SITE AND SURROUNDING CHARACTERISTICS
The site is within an established Springfield residential neighborhood. The property is located immediately
south of Eugene Water and Electric Board's (EWEB) utility corridor and the existing EWEB bike path which
runs in a southeast-northwest direction. The northern property line of the proposed subdivision development
area is approximately 45 feet south of the southern edge of the bike path, thus a 45 foot wide strip of land south
of the path is being retained by EWEB. The property is currently vacant and is vegetated with trees and grass.
The proposed extension ofV Street in the western portion of the site is located within the 100 year floodplain.
The site is relatively level and contains an existing drainage ditch in the western portion of the site. A 0.01
acre wetland has been delineated within the flow channel of the ditch. According to sheet 76 of the Soil Survey
of Lane County, the mapped soil series are 76—Malabon Urban Land Complex and 119—Salem Urban Land
Complex.
5.12-125 Tentative Plan Criteria
•
The Director shall approve or approve with conditions a Tentative Plan application upon determining that all
applicable criteria have been satisfied. If conditions cannot be attached to satisfy the approval criteria, the
Director shall deny the application. In the case of Partitions that involve the donation of land to a public
agency, the Director may waive any approval criteria upon determining the particular criterion can be
addressed as part of a future development application.
PRE-SUBMITTAL REC'D
JUN 2 1 2013
A. The request conforms to the provisions of this Code pertaining to lot/parcel size and dimensions.
•
Response: The proposed lots meet the 4,500 sq. ft. minimum lot size and the 45-foot street frontage
requirements for the east-west streets established by SDC.
B. The zoning is consistent with the Metro Plan diagram and/or applicable Refinement Plan diagram,
Plan District map,and Conceptual Development Plan.
Response: The property is zoned Low Density Residential (LDR). The Metro Plan diagram and Q Street
Refinement Plan designation for the subject property is LDR.
C. Capacity requirements of public and private facilities, including but not limited to, water and
electricity;sanitary sewer and storm water management facilities;and streets and traffic safety controls shall
not be exceeded and the public improvements shall be available to serve the site at the time of development,
unless otherwise provided for by this Code and other applicable regulations. The Public Works Director or a
utility provider shall determine capacity issues.
Response:
a. Water: The proposed development is within the Springfield city limits and will receive water
service from the Springfield Utility Board(SUB). Currently, there is a 6"waterline on the north
side of the property in 9ib Street, and an 8"line on the south side of the property in 9t"Street. An
8" line will need to be constructed to connect the two waterlines along 91° Street. An 8"
waterline will need to be extended up the new street to provide water service and fire protection.
b. Wastewater: There is currently an existing 18" wastewater line in 91"Street, which will service
the entire subdivision.
c. Storm Drain: There is currently an existing 28"storm drain line in 9t"Street, which will provide
service to the entire subdivision.
d. Streets: The proposed 'U'Street construction will consist of a 36 foot wide paved section with a
5-foot curbside sidewalk. An emergency vehicle turnaround has been placed on the east end of
the proposed 'U'Street. The length of the street is '830 foot, which exceeds the maximum 400-
foot length required by SDC. A variance is requested to allow 'U'Street to exceed the maximum
400 foot length. The street has been designed with reversing curves to provide traffic calming.
Larger lots have been proposed to decrease the total traffic volume. The Springfield Fire
Department has reviewed the proposed layout, and has endorsed the design.
D. The proposed land division shall comply with all applicable public and private design and
construction standards contained in this Code and other applicable regulations.
Response:See Response to part C.
E. Physical features, including, but not limited to: steep slopes with unstable soil or geologic
conditions; areas with susceptibility of flooding; significant clusters of trees and shrubs; watercourses
shown on the WQLW Map and their associated riparian areas; other riparian areas and wetlands specified
in Section 4.3-117; rock outcroppings; open spaces; and areas of historic and/or archaeological
significance, as may be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240,shall
be protected as specified in this Code or in State or Federal law.
• PRE-SUBMITTAL REC'D
JUN 2 1 2013
Response: The Metro Area General Plan, Water Quality Limited Watercourse Map, State Designated Wetlands
Map, Hydric Soils Map, Wellhead Protection Zone Map, FEMA Maps, and the list of Historic landmark sites
have been consulted and with the exception noted below, there are no features needing to be protected or
preserved on this site. If any artifacts are found during construction, there are state laws that could apply;
ORS 97.740, ORS 358.905, ORS 390.235. If human remains are discovered during construction, it is a Class
"C"felony to proceed under ORS 97.740.
The site is relatively level and contains an existing drainage ditch in the western portion of the site. A 0.01
acre wetland has been delineated within the flow channel of the ditch. This approval has been conditioned to
require a wetland fill permit.
Criterion 6 is met. Physical features, including but not limited to significant clusters of trees and shrubs,
watercourses shown on the WQL 6V Map and their associated riparian areas, wetlands, rock outcroppings, and
historic features have been evaluated and protected as required by this Code.
F. Parking areas and ingress-egress points have been designed to:facilitate vehicular traffic, bicycle
and pedestrian safety to avoid congestion;provide connectivity within the development area and to adjacent
residential areas, transit stops, neighborhood activity centers, and commercial, industrial and public areas;
minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations
and comply with the ODOT access management standards for State highways.
Response: The applicant proposes to construct a 36 foot paved public roadway to provide access to the
proposed subdivision. Five-foot curbside sidewalks are proposed on either side of the proposed roadway,
extending from 9ib Street to the eastern edge of the site.
G. Development of any remainder of the property under the same ownership can be accomplished as
specified in this Code.
Response: There is no other adjoining property under the same ownership that can be developed.
H. Adjacent land can be developed or is provided access that will allow its development as specified in
this Code.
Response: The subdivision improvements will provide a street which terminates at a turnaround for Fire and
Life Safety vehicles. Adjacent land is developed with Second and Fifth Additions to Beau-mont Subdivisions
and the Third Addition to Mimosa Park. Approval of the proposed subdivision will not impede development of
adjacent land.
I.. Where the Partition of property that is outside of the city limits but within the City's urbanizable
area and no concurrent annexation application is submitted,the standards specified below shall also apply.
Response: This does not apply.
PRE•SUSMI1TAL REC'D
JUN 2 1 2013
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HAYDEN BRIDGE ESTATES
Storage Determination
June 15, 2013
TIME C x A RAIN INT. INFLOW INFLOW BASIN OUTFLOW OUTFLOW REQUIRED
minutes acres in./hr. 5 yr. c.f.s. c.f. DEPTH INCREMENTAL c.f.s. c.f. STORAGE
10 2.09 1.85 3.872 2323 2.00 2.02 1212 1111
15 2.09 1.50 3.139 2825 2.00 2.02 1818 1007
20 2.09 1.42 2.972 3566 2.00 2.02 2424 1142
25 2.09 1.21 2.532 3798 1.75 1.91 2997 801
30 2.09 1.10 2.302 4144 1.00 • 1.50 3447 697
35 2.09 1.00 2.093 4395 0.50 0.93 3726 669
40 2.09 0.91 1.904 4571 1.00 1.50 4176 395
60 2.09 0.73 1.528 5500 0.75 1.30 5736 -236
90 2.09 0.62 1.298 7007 #N/A #N/A #N/A #N/A
Rain Fall intensities are taken from the intensity-duration curves prepared
by OTAK for Eugene
Developed Area = 4.36 Acres
Runoff Coefficient = 0.48 per ODOT Coefficients Table 2.1
Weighted Area (C x A) = 2.09
The site storage required is 1142 c.f. for the 5-year storm with 1234 c.f. provided
Maximum Design Head = 2.0'
Allowable Discharge =4.36 Acres x 0.25'(Coefficent) x 1.85 inches per hour(Tc= 10 min.) = 2.02 c.f.s.
Orifice Diameter= 6"
Orifice Coefficient= 0.6
DETENTION BASIN CHARACTERISTICS (24" PIPE X 400' (r. a slope of 0.001)
Area Volume Depth Outflow
S.F. C.F. FT. C.F.S.
0.00 0 0.00 0.00
0.78 119 0.50 0.93
1.16 289 0.75 1.30
1.55 616 1.00 1.50
1.94 772 1.25 1.65
2.33 928 1.50 1.75
2.70 1074 1.75 1.91
3.10 1234 2.00 2.02
Orifice Detail
Bolt a 1/8"thick stainless steel plate, with an 8" diameter opening to the inside of a 60" diameter manhole
at the outlet pipe. The outlet pipe is to be a minimum of 12" in diameter. The bottom of the orifice opening
is to match the invert of the 12" outlet pipe and is to be a minimum of 3.5 feet below the finish surface.
The inlet pipe to the manhole is to be a 24" PVC pipe whose invert is a minimum of 0.1' above the outlet pipe.
The minimum length of 24" pipe is 300 feet.
(9)
PRE-SUBMITTAL REC'D
JUN 2 1 2013 J'`o " 31, '9Je'�
EXPIRES DEC. 310 -0L-F1
• •
•
•
•
• *0280663*
CASCADE,
PRELIMINARY TITLE REPORT
CASCADE ESCROW April 29, 2013
ATTN: SARAH VAIL Report No: 0280663
811 WILLAMETTE STREET Your No:. EU13-1236
EUGENE, OR 97401 Seller: • CITY OF EUGENE
Buyer: BRUCE WIECHERT CUSTOM HOMES, INC.
PRELIMINARY REPORT FOR:
Owner's Standard Policy $359,500.00
PREMIUMS:
Owner's Standard Premium $1,070.00
Government Service Fee $35.00
We are prepared to issue 2006 (6/17/06) ALTA title insurance policy(ies) of OLD REPUBLIC
NATIONAL TITLE INSURANCE COMPANY, in the usual form insuring the title to the land described
as follows:
( A T T A C H E D )
Vestee:
THE CITY OF EUGENE,
a municipal corporation, Lane County, Oregon,
for the use of the Eugene Water Board
DATED AS OF: APRIL 20, 2013. at 8:00 A.M.
Schedule B of the policy(ies) to be issued will contain the following general and special
exceptions unless removed prior to issuance:
GENERAL EXCEPTIONS (Standard Coverage Policy Exceptions) :
1. Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the Public Records;
proceedings by a public agency which may result in taxes or assessments, or notices
of such proceedings, whether or not shown by the records of such agency or by the Public
Records.
2. Facts, rights, interests or claims which are not 'shown by the Public Records but which
could be ascertained by an inspection of the Land or by making inquiry of persons in
possession thereof.
3. Easements, or claims of easement, not shown by the Public Records; reservations or
exceptions in patents or in Acts authorizing the issuance thereof; water rights, claims
or title to water.
•
No liability is assumed hereunder until policy has been issued and full policy premium has been paid.
MAIN OFFICE * 811 WILLAMETTE ST. * EUGENE, OREGON. 97401 * PH: (541) 687-2233
FLORENCE * .1901 HWY 101 - S. 2 * FLORENCE, OREGON 97439 * PH: (541) 997-8417
EUGENE FAX: 485-0307 * E-MAIL: info @cascadetitle.com-. * FLORENCE FAX: 997-8246
PRE-SUBMITTAL REC'D
•
JUN 2 1 2013
Order No. 0280663 •
Page 2
4. Any encroachment, encumbrance, violation, variation, or adverse circumstance
affecting the Title that would be disclosed by an accurate and complete land survey
of the Land.
5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers
compensation heretofore or hereafter furnished, imposed by law and not shown by the
Public Records.
SPECIAL EXCEPTIONS:
6. Easement, including the terms and provisions thereof, granted City of Eugene, by
instrument recorded October 5, 1937, in Book 190, Page 566, Lane County Oregon Deed
Records.
7. Sewer Easement, including the terms and provisions thereof, granted City of Eugene,
Oregon and the City of Springfield, a municipal corporation, in Lane. County Oregon,
by instrument recorded October 26, 1961, Reel No. 182, Reception No. 48373, Lane County
Oregon Deed Records.
8. Temporary Construction Easement, including the terms and provisions thereof, granted
City of Eugene, Oregon, and the City of Springfield, a municipal corporation in Lane
County, Oregon, by instrument recorded October 26, 1961, Reel No. 182, Reception No.
48373, Lane County Oregon Deed Records. -
9. Utility Easement, including the terms and provisions thereof, granted The City of
Eugene, a municipal corporation, by and through the Eugene Water & Electric Board,
by instrument recorded December 27, 1994, Reel No. 2024, Reception No. 9487502 Lane
County Official Records.
10. Easement, including the terms and provisions thereof, granted The City of Eugene,
acting by and through Eugene Water & Electric Board, by instrument recorded May 30,
1997, Reel No. 2300, Reception No. 9736419, Lane County Official Records.
11. Public Slope Easement, including the terms and provisions thereof, granted Eugene Water
& Electric Board and the City of Springfield, a municipal corporation, in Lane County,
by instrument recorded September 15, 2004, Reception No. 2004=072060, Lane County
Official Records.
12. Public Storm Pipe Easement, including the terms and provisions thereof, granted Eugene
Water & Electric Board and the City of Springfield, a municipal corporation, in Lane
County, by instrument recorded September 15, 2004, Reception No. 2004-072061, Lane
County Official Records.
NOTE: Taxes, Account No. 0213924, Assessor's Map No. 17 03 26 1 2, #4400, Code 19-00,
2012-2013, EXEMPT.
NOTE: A judgment search has been made on the above named Vestee(s) , and we find NONE except
as set forth above.
NOTE: As of the date hereof, there are no matters against BRUCE WIECHERT CUSTOM HOMES,
INC, which would appear as exceptions in the policy to issue, except as shown herein.
NOTE: According to the public record, the following deed(a) affecting the property herein
described have been recorded within 24 months of -the effective date cf this report: NONE
NOTE: The policy to be issued may contain an arbitration clause. When the Amount of
Insurance is less than the amount, if any, set forth in the arbitration clause, all
arbitrable matters shall be .arbitrated at the option of either the Company or the Insured
as the exclusive remedy of the parties.
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JUN 2 1 2013
Order No. 0280663
Page 3
NOTE: Recording charge for a RESPA transaction (all transfer and loan documents) :
RESPA Residential Sale and Purchase $172.00.
RESPA Residential Loan/Refinance $142.00.
RECORDING CHARGES ARE SUBJECT TO CHANGE WITHOUT NOTICE.
This report is preliminary to the issuance of a policy of title insurance and shall become
null and void unless a policy is issued and the full premium paid.
Cascade Title Co.
al: Title. Officer: DOUG PIERCE
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JUN 2 1 2013
• •
Order No. 0280663 -
Page 4
PROPERTY DESCRIPTION
Beginning at a point 1204.0 feet and South and 808.2 feet East of a point in the center
of the County Road, said point being 2693. 68 feet North of the S.W. corner of the Wm. C.
Spencer D. L. C., No. 50, Notification No. 3265, Township 17 South, Range 3 west of the
W. M.; said point of beginning being the East boundary of that tract of land conveyed to
Anne V. Lornes, widow, as described and recorded in Book 341, Page 177, of the Deeds and
Records of Lane. County, Oregon; from said point of beginning South 142.8 feet to the South
boundary of the tract of land conveyed to L. G. Raish described and recorded in Book 261,
Page 399 of the Deeds and Records of said Lane County; thence East 847.0 feet to a
continuation South of the West boundary of the tract of land conveyed to Darrel F. Rossiter,
et ux, described and recorded in Book 281, Page 699, of the Deed Records of said Lane County;
thence North 304.7 feet to a point 1042.1 feet South of the centerline of the County Road;
thence South 80° 00' West 860.5 feet to the point of beginning, in Lane County, Oregon.
•
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JUN 2 1 2013
• •
t
CASCADE
TITLE
CO:
MAP NO.
17-03-26-12
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THIS MAP IS TO ASSIST LOCATING PROPERTY.
CASCADE TITLE CO.ASSUMES NO LIABILITY FOR INACCURACIES.
PRE-SUBMI1TAL REC'D
JUN 2 1 2013