HomeMy WebLinkAboutApplication APPLICANT 12/9/2010
'. :City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
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.
land Division Tentative Plan
Partition, Subdivision
Com an :
HLM, Inc.
Phone: 541-480-7773
Fax:
A licant Name: erai Horrell
Address:
2464 SW Glacier PI, Ste 110, Redmond OR 97756
,
Phone: 541-746-0637
Fax:
541-746-0389
Address: 310 5th St, S rin field OR 97477
Owner: Phone: 541-480-7773
Com an
Address:
HLM, Inc.
Fax:
2464 SW Glacier PI, Ste 110, Redmond OR 97756
,
ASSESSOR'S MAP NO: 18-02-03-33
TAX LOT NO S
none
11.63
Acres ~ S uare Feet D
Pro osed Name of Subdivision: Jas er Meadows Phase 10
Description of If you are filling in this form by hand,' please attach your proposal description to this application.
Pro osal: 21-10t subdivision
Existin Use: vacant
Associated A lications:
Pre-Sub Case NO.:'"\>Y-c: /0 - c>:DI D
Date:
Case No.:
A Iication Fee: $
3
Date:
Technical Fee: $
TOTAL FEES: $
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Revised 11.19.09
1 of 10
Owner Signatures
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This application form is used for both the required pre-submittal meeting and subsequent
,
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
Pre-Submittal
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre-, Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf.
I/we do hereby acknowledge that I;we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
Owner:
"/
.-7
Signature
Date:
1'2.-'2..10
~,,~^ l-l f", t. ,co
Print
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be proVided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
Owner:
Date:
Signature
Print
PRE.SUBMITTAl REC'O
DEe 9 2010
Revised 11.19.09
2 of 10
, i..an~ Division Tentative amittal Requirements Chec'st
NOTE:
. ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal.
. If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form,
[gJ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula, A copy of the fee schedule is available at the Development Services
Department, Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal stages,
[gJ Land Division Tentative Application Form
[gJ Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken,
[gJ Copy of the Deed
[gJ Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances,
o Copy of the Land Division Plan Reduced to 8'h"x 11", which will be mailed as part of
the required neighboring property notification packet,
o Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility.
[gJ Three (3) Copies of the Stormwater Management System Study with Completed
Storm water Scoping Sheet Attached - The plan, supporting calculations, and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
o Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 AA.Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general, a TIS must explain how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
access and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation policies and
objectives.
[gJ Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
[gJ All of the following plans must include the scale appropriate to the area involved
and sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
[gJ All plan sets must be folded to 8'12" by 11" and bound by rubber bands.
a. Site Assessment of Existing Conditions PRE.SUBMITTAL REC'O
[gJ Prepared by an Oregon licensed Landscape Architect or Engineer D
IVI V' ,. M EC 9 2010
I6J IClnlty ap
Revised 11.19.09
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[g] The name, location, td dimensions of all existing site flu res including buildings,
curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and
what is being removed. For existing structures to remain, also indicate present use
and required setbacks from proposed property lines.
[g] 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
[g] The 100-year floodplain and fioodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
[g] The Time of Travel Zones, .as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development Services Department
[g] Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 V2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
[g] Soil types and water table information as mapped and specified in the Soils Survey of
r'. . .... . Lane COl!inty: A Geotechnical Repolt prepal-ed 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. Land Division Tentative Plan
[g] Prepared by an Oregon licensed Land Surveyor
[g] City boundaries, the Urban Growth Boundary, and any special service district
boundaries or railroad right-of-way which cross or abut the proposed land division
[g] Location and width of all existing and proposed easements on and abutting the
proposed land division
[g] Boundaries of entire area owned by the property owner, of which the proposed lan'd
division is a part, as well as 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
[g] Location and type of existing and proposed street lighting, including type, height, and
area of illumination
[g] Location, widths, co~ditions, and names of all existing and proposed streets, alleys,
dedications or other right-of-ways within or adjacent to the proposed land division.
Proposed streets should also include approximate radius of curves and grades and
relationship to any projected streets as shown on the Metro Plan, TransPlan,
Conceptual Development Plan, or Conceptual Local Street Map.
[g] Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
[g] Location and dimensions of existing and proposed driveways
o Location of existing and proposed transit facilities
[g] Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails
[g] Location, size and type of plantings and street tree's in any required planter strip
PRE~SUBMllTAL REC'O
DEe 9 2010
Revised 11.19.09
5 of 10
[gJ Location and size oflsting and proposed utilities on atadjaCent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
[gJ The locations of all areas to be dedicated or reserved for public use, with the purpose,
condition or limitations of the reservations clearly indicated
D Future Development Plan where phasing or large lots/parcels are proposed as specified
in SDC 5.12-120 E. . .." ' '.
c. Stormwater Management Plan
[gJ Prepared by an Oregon licensed Civil Engineer
D Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
[gJ Roof drainage patterns and discharge locations
[gJ Pervious and impervious area drainage patterns
[gJ The size and location of stormwater management systems components, including but
."not Iimit~c! to: drain lines, catch basins, dry welJs af1d/9C c!f:'!,tention ponds; stormvvCiter
quality measures; and natural drainageways to be retained
[gJ 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)
[gJ Amount of proposed cut and fill
D 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 PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
D Proposed deed restrictions and a draft of any Homeowner's Association Agreement
D Additional plans and documentation for submittal of a Cluster Subdivision proposal
as specified in SDC 3.2-230
D 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
D A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
D Where the development area is within an overlay district, address the
additional standards of the overlay district
D If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
D A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
D Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review PRE.SUBMITTAl RECIO
D Where any grading, filling or excavating is proposed with the devtj2eme9te~1I~.and
and Drainage Alteration permit must be submitted prior to development
Revised 11.19.09 6 of 10
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Revised 11.19.09
Where apPlicable~ny Discreti~nary Use or Variance t specified in SDC 5.9-100
and 5.21-100
An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer
All public improvements proposed to be installed and to include the approximate
time of installation and method of financing
PRE.SUBMITTAl REC'O
DEe 9 2010
7 of 10
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WRITTEN STATEMENT
FOR THE TENTATIVE SUBDMSION APPLICATION
This application is a proposal to subdivide the property identified as Phase 10 in the
Jasper Meadows Master Plan (Tax Map 18-02-03-33, portion of Tax Lot 100) into 21 lots.
Currently, the site is vacant with wetlands consuming much of the northern portion. Two public
street rights-of-way are proposed for dedication to the city. In addition, an emergency vehicle
access road is proposed to extend from the cul-de-sac to Bob Straub Parkway with a locked gate
at both ends.
The tract containing the wetlands is to be dedicated to Willamalane at some time in the
future. The boundaries ofthe residential development are laid out to not encroach on the
delineated wetlands.
Construction of the streets and utilities will require some earthwork and tree removal.
The full extent of these tasks will be determined with the construction plans. With the exception
of utility extensions along the east side of the street, no earthwork will occur and no trees will be
removed within the wetlands. The streets and utilities are laid out to match the site contours as
well as possible to minimize the earthwork. With the exception of connection to facilities in the
prior phase that were not extended to the phase boundary, there will not be any off-site
improvements.
The Lane County Soil Survey shows the site as having Hazelair silty clay loam, 2 to 7
percent slopes (52B) across the wetland portion of the site and Salkum silt loam, 2 to 6 percent
slopes (120B) across the portion of the site to be developed. The Soil Survey indicates that the
seasonal high water table for the Salkum soil is more than 6 feet below the ground surface. The
Survey also indicates there may be problems with low soil strength and slow drainage in the
Salkum soil. However since it provides solutions that are in-line with standard construction
practices, no Geotechnical Report was obtained.
A review of the Conditions of Approval for the Master Plan (Case Number LRP2004-
00014) did not reveal any conditions that need to be specifically addressed by this application.
We have not yet been provided with information on the Master Plan Amendment so cannot
address compliance with that planning action.
This project does not require any additional planning applications at this time.
PRE.SUBMITTAl REC'D
DEe 9 2010
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RESTRICTION STATEMENT
FOR THE TENTATIVE SUBDIVISION ApPLICATION
The title report issued by Cascade Title Company on December 8, 2010 lists eight
restrictions as applicable to the lands in this subdivision. The following is a discussion of each
of these restrictions:
2. Easement, including the terms and provisions thereof, granted Mountain State Power
Company, by instrument recorded September 19, 1945, in Book 297, Page 285, Lane County
Oregon Deed Records.
This document is like the vast majority of other local Mountain State Power easements; it
does not disclose a location. In conformance with standard local practice, this easement will
be noted on the subdivision plat, but not viewed as restricting construction on the lots.
3. Easement, including the terms and provisions thereof, granted Mountain States Power
Company, by instrument recorded September 18, 1947, in Book 343, Page 615, Lane County
Oregon Deed Records.
This document is like the vast majority of other local Mountain State Power easements; it
does not disclose a location. In conformance with standard local practice, this easement will
be noted on the subdivision plat, but not viewed as restricting construction on the lots.
4. Easement agreement, including the terms and provisions thereof, between Joseph D. Bando
and J.D. Bando Corporation, and Gordon W. Tripp, recorded September 4, 1981, Reel No.
1155, Reception No. 8138188, Lane County Official Records.
This document creates a drainage ditch easement across the northern portion of the west line
of the parent parcel to this subdivision. The easement does not extend south to this
subdivision.
5. Easements, notes and restrictions shown, set forth or delineated on the recorded partition plat.
A review of the partition plat shows that no easements or restrictions beyond those listed
above existed at the time of partitioning. It was noted that the first easement listed in the
partition notes (upper left corner of the plat) gives an odd merging of the date and recording
iriformation from Exceptions #2 and 3 discussed above. This was reviewed with the title
company and determined to be an error on the plat.
6. Resolution Initiating Annexation, including the terms and provisions thereof, by the City of
Springfield and recorded September 23,2003, Reception No. 2003-093155, Lane County
Deeds & Records and Annexation Agreement, including the terms and provisions thereof,
recorded October 06, 2003, Reception No. 2003-097367, Lane County Deeds and Records.
It is our understanding that the Approved Master Plan was prepared to coriform to the
requirements of these documents. Because this subdivision application coriforms to the
Approved Master Plan as amended by the City of Springfield, a detailed analysis of
compliance with these documents is not seen as necessary and was not prepared.
PRE.SUBMITTAl REC'O
DEe 9 2010
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7. Agreement for Construction of Public Improvements (Jasper Road Extension) and for
Dedication of Right of Way to Lane County, including the terms and provisions thereof,
recorded June 25, 2004, Reception No. 2004-048548, Lane County Oregon Deeds and
Records.
The Bob Straub Parkway (aka Jasper Road Extension) has been constructed and the right-of-
way dedicated; therefore a detailed analysis of compliance with this document is not seen as
necessary and was not prepared.
8. Annexation Agreement, including the terms and provisions thereof, between the City of
Springfield and the Crossroads Development, LLC, recorded March 02, 2005, Document No.
2005-014545, Lane County Deeds and Records.
It is our understanding that the land could not be annexed without conforming to the
requirements of this document. Because the lands are annexed, a detailed analysis of
compliance with this document is not seen as necessary and was not prepared.
9. Access Restrictions and relinquishment of all existing, future or potential common law or
statutory abutter's easements of access, including the terms and provisions thereof, as set
forth in instrument recorded July 18,2007, Reception No. 2007-048812, Lane County Deeds
and Records.
RLID did not make a full copy of this document available; however based on general
knowledge of the property and information available from other sources, it is known that the
document places limitations on access from the property directly to Bob Straub Parkway. At
the time this document was prepared it was expected that Quartz Avenue would be dedicated
along the south property line providing a centralized access point for traffic from this
subdivision and surroundinf properties. Quartz Avenue was also to provide a utility
corridor between South 57' Street and Bob Straub Parkway. Since this document was
recorded, the city has decided to move the intended intersection approximately 600 feet
south. This had the spin-off effect of making it difficult for this subdivision to accomplish
street connectivity, emergency vehicle turnaround and utility connection design criteria. The
solution selected was to use a cul-de-sac street.with a limited use connection through to Bob
Straub. This limited use connection will provide the utility corridor and meet emergency
vehicle needs. The connection will be gated at both ends to prevent use by anyone except
utility maintenance personnel (including the city and public utility stafJ) and emergency
vehicles. Use of this connection will be rare and not by the general public so is seen as in
compliance with the intent of the recorded document. To meet the city's length requirements
for dead-end streets andfire code requirements for turnarounds without this connection
would severely reduce the subdivision's density. .
PRE.SUBMITTAl REC'D
DEe 9 2010
. ()(lS$1 c;ll N'e.-- .
fl8URN reI C""GADE TITLE CO.
.
,
Division of Chief Deputy Clerk
Lane County Deeds and Records
"\
2~~i.~~~i~2
$26,00
Crossroads. LLC
2464 SW Glacier Place Suite 110
Rodmnnd OR Q77,~
Grantor's Name and Address
HLM. Inc.
2464 SW Glacier Place Suite 110
Redmond, OR 97756
Grantee's Name and Address
11111111111111111I11 "'" "" 11111I11"'"1 III III
00878618200700057020010012
01/26/2007 12:52:47 PM
CASHIER 05
RPR-DEED Cnl=l Stn=l
$5.00 $11.00 $10.00
~-
Arter recordinr;. return tft (Name, Address. Zip)::
HLM, Inc.
2464 SW Glacier Place Suite 110
Redmond, OR 97756
at o'clOCk _ M, ana rel,;urut:u III
book/reelivolume No. on page _
SPACE RESERVED and/or as fee/fiIe/instrument/microfilm/rcception
FOR No. , Records of said County
RECORDER'S USE
Witness my hand and seal of County affixed.
Until requrested otherwise, send aU In statements 10 (Name, Address, Zip):
HLM, Inc.
2464 SW G lacier Place Suite 110
Redmond, OR 97756
NAME
By
, Deputy.
BARGAIN AND SALE DEED
KNOWN ALL BY THESE PRESENTS that Crossroads, LLC
hereinafter called grantor, for the consideration, hereinafter'stated, does hereby grant, bargain, sell and convey unto
HLM,lnc. . .
hereinafter called grantee, and unto grantee's heirs, successors and assigns, all of that certain real property, with the tenements,
hereditaments and appurtenances thereunto belonging or in any way appertaining, situated in Lane
County, State of Oregon, described as follows, to-wit
JASPER MEADOWS - LEGAL DESCRIPTION OF
UNPLATTED REMAINDER
(Tax Map 18-02-03 Tax Lot 507)
SITUATED in Lane County, State of Oregon in the Southwest 1/4 of Section 3 and the Southeast 1/4 of Section 4, Township t8
South, Range 2 West of the Willamette Meridian and Described as Follows:
BEING all of Parcel I of Land Partition Plat No. 99-PI279 as Platted and Filed August 17, t999 in Lane County Oregon Land
Partition Plat Records and filed as County Sur.vey File No. 36134 in the Office of the Lane County Surveyor;
EXCEPTING THEREFROM all the lands contained within the plat boundary of "JASPER MEADOWS" as platted and recorded
February 15, 2002 in the Plat Records of Lane County, State of Oregon;
EXCEPTING THEREFROM all the lands contained within the plat boundary of "JASPER MEADOWS FIRST ADDITION as.
platted and recorded November 22, 2002 in the Plat Records of Lane County, State of Oregon;
EXCEPTING THEREFROM all the lands contained within the plat boundary of "JASPER MEADOWS SECOND ADDITION" as
platted and recorded December 13, 2004 the Plat Records of Lane County, State of Oregon;
EXCEPTING THEREFROM all the lands contained within the plat boundary of "JASPER MEADOWS TIlIRD ADDITION AND
JASPER MEADOWS FOURTH ADDITION" as platted and recorded May 22. 2006 in the Plat Records of Lane County, State of
Oregon;
To Have and to Hold the same unto grantee and grantee's heirs, successor and assigns forever.
The true and actual consideration paid for this transfer, stated in terms of dollars, is $ 0 . .However, the
actual consideration consists of or includes other property or value given or promised which is D part of the D the whole (indicate
which) consideration.. (The sentence between the symbols., ifnot applicable, should be deleted. See ORS 93.030.)
In construing this deed, where the context so requires, the singular includes the plural, and all grammatical changes shall be
made so that ths deed shall apply equally to corporations and to individuals.
IN WlTNESS WHEREOF, the grantor has executed this instrument on January 25th, 2007 ; if
grantor is a corporation, it has caused its name to be signed and its seal, if an ,affixed by an officer or other person duly authorized to
do so by order of its board of directors.
THIS INSTRUMENT WiLL NOT ALLOW USE OF THE
PROPERTY DESCRIBED IN THtS INSTRUMENT IN
VIOLATION OF APPLICABLE LAND USE LAWS AND
REGULATIONS. BEFORE SIGNtNG OR ACCEPTING THIS
. INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE
PROPERTY SHOULD CHECK WITH THE APPROPRIATE CtTY
OR COUNTY PLANNNG DEPARTMENT TO VERlFV
APPROVED USES AND TO DETERMINE ANY LIMITS ON
LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS
DEFINED IN ORS 30.930.
PRE.SUBMIIJALRECD
DEe 9 2010
STATE OF OREGON, County of . n.,ch,,'.,
This instrument was acknowledged before me on
}ss.
by
by
as
.;..:.~;.:~~ : ~rr ~ .:..~:: _J~r.l!o;::<::rn::lrlc::
. OFFICIAL SEAL \
'1]"'" KIMBERLY GUTHRIE !
p~ . NOTARY PUBLIC. OREGON .
.,. . COMMISSION NO. 370022
1i"-""'~7MY CO~~;:=&lug-&.~..
This instrument was acknowledge before me on
J.l::lvnp.n W::lt<:.:nn
M::ln::lopr
Januarv 25th. 2007
I T~
~
~Irv>o() L~ (..,,~~ ';,
Notary Public for Ore n
My commission expires
'1.\B.~oo,
-
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CASCADE
TITLE
CO.
IE
CASCADE
, EXCHANGE
SERVICES, INC.
CASCADE
ESCROW
WATSON DEVELOPMENT LTD.
AnN: SHAWN HOLM
EMAIL: SHOLM@WATSONDEVELOPMENTLTD.COM
DECEMBER 8. 2010
WHAT YOU SHOULD KNOW ABOUT YOUR PRELIMINARY TITLE REPORT
THE ATTACHED PRELIMINARY TITLE REPORT ("REPORT") WAS PREPARED BY
CASCADE TITLE COMPANY AFTER RESEARCHING THE LANE COUNTY OREGON
REAL PROPERTY DEED RECORDS. THE REPORT PROVIDES INFORMATION ABOUT
TITLE TO THE REAL PROPERTY THAT IS THE SUBJECT OF THE PENDING
TRANSACTION. PLEASE REVIEW THE REPORT CAREFULLY.
o THE REPORT SHOULD DESCRIBE ALL OF THE REAL PROPERTY THAT IS THE
SUBJECT OF THE TRANSACTION.
. THE REPORT SHOULD CORRECTLY IDENTIFY THE OWNER OF THE SUBJECT
REAL PROPERTY AND IDENTIFY THE PURCHASERS IF THE REAL PROPERTY I~
BEING SOLD.
o THE REPORT SHOULD SET FORTH ALL 'SPECIAL EXCEPTIONS' TO TITLE TO
THE REAL PROPERTY INCLUDING MONETARY LIEN ITEMS AND EASEMENTS; If
YOU KNOW OF ANY SPECIAL EXCEPTIONS NOT LISTED IN THE REPORT
PLEASE CONTACT US.
. SOME SPECIAL EXCEPTIONS WILL REMAIN AFTER CLOSE OF ESCROW AND
OTHERS WILL BE REMOVED AT CLOSE OF ESCROW. SOME SPECIAL
EXCEPTIONS, SUCH AS TAXES OR MONETARY LIEN ITEMS. ARE TYPICALLY
ELIMINATED AT CLOSE OF ESCROW. OTHER SPECIAL EXCEPTIONS. SUCH I'S
COVENANTS & RESTRICTIONS AND EASEMENTS. TYPICALLY REMAIN AS
SPECIAL EXCEPTIONS IN THE TITLE INSURANCE POLICY. PLEASE REVIEW Tl-E
SPECIAL EXCEPTIONS AND ADVISE US WHICH ARE TO BE REMOVED - THIS
WILL ASSIST IN CLOSING YOUR TRANSACTION IN A TIMELY MANNER.
AFTER YOUR REVIEW OF THE PRELIMINARY TITLE REPORT PLEASE CONTACT US
SHOULD YOU HAVE ANY QUESTIONS OR IF WE CAN BE OF FURTHER ASSISTANCE.
THANK YOU FOR THE OPPORTUNITY TO ASSIST YOU IN THIS TRANSACTION.
CASCADE TITLE CO.
811 Wil!amette Street + Eugene, Oregon 9740 I
phone: (541) 687-2233 + fax: (541) 485-0307 + email: info@cascadetitlP.~SUBMITTAl REC'O
1901 Hwy 101 - Suite 2 + Florence, Oregon 97439
phone: (541) 997-8417 + fax: (541) 997-8246 + email: florence@cascadetitle.co~EC 92010
.
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CASCADE
TITLE
CO_
11111111II11111I11111111111~1I111111!llm,
STATUS OF RECORD TITLE REPORT
CASCADE ESCROW
ATTN, DENA MULLIKIN
811 WILLAMETTE STREET
EUGENE, OR 97401
Our No, CT-0269615
Date: DECEMBER 8, 2010
Charge, $300.00
As requested, Cascade Title Co. has searched our tract indices as to the f~llowing
described real property:
( A T T A C H ED)
and as of: DECEMBER 01, 2010 AT 8:00 A.M., we find the following:
Vestee:
HLM, INC.
Said property is subject to the following on record matters:
1. Taxes, Account No. 1671104, Assessor's Map ~o. 18 02 03 3 3, #100, Code 19-36,
2008-2009, a balance due of $1,241.49, (Tax was $3,724.46);
2009-2010, in the amount of $12,628.54;
2010-2011, in the amount of $11,989.95, ALL DUE PLUS INTEREST.
2. Easement, including the terms and provisions thereof, granted MountaiL States Power
Company, by instrument record~d September 19, 1945, in Book 297, Page 285, Lane
County Oregon Deed Records.
3. Easement, including the terms and provisions thereof, granted Mountai~ States Power
Company., by instrument recorded September 18, 1947, in Book 343, Page 615, Lane
County Oregon Deed Records, in Lane County Official Records.
4. Easement agreement, including the terms and provisions thereof, betweEn Joseph D_
Banda and J. D. Banda Corporation, and Gordon W. Tripp, recorded September 4, 1981,
Reel No. 1155, Reception No. 8138188, Lane County Official Records;
5. Easements, notes and restrictions shown, set forth or delineated on tLe recorded
partition Plat.
6. Resolution Initiating Annexation, including the terms and provisions thereof, by
the City of Springfield and recorded September 23, 2003, Reception No. 2003-093155,
Lane County Deeds & Records and Annexation Agreement, including the terms and
provisions thereof, recorded October 06, 2003, Reception No. 2003-097267, Lane
County Deeds and Records_
continued-
MAIN OFFICE * 811 WILLAMETTE ST. * EUGENE, OREGON 97401 * PH: (541) 687-2233
FLORENCE * 1901 HWY 101 - S. 2 * FLORENCE, OREGON 97439 * PH: (541) 997-84l7
EUGENE FAX: 485-0307 * E-MAIL: info@cascadetitle.com * FLORENCE P'RE.i.SrnlMr'PfA1. RECIO
DEe 9 2010
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7. Agreement for Construction of Public Improvements (Jasper Road Extension) and for
Dedication of Right of Way to Lane County, including the terms and provisions
thereof, recorded June 25, 2004, Reception No. 2004-048548, Lane County Oregon
Deeds and Records.
B. Annexation Agreement, including the terms and provisions thereof, betveen the City
of Springfield and the Crossroads Development, LLC, recorded March 02, 2005,
Document No. 2005-014545, Lane County Deeds and Records.
9. Access Restrictions and-relinquishment of all existing, future or potential common
law or statutory abutter's easements of access, including the terms and provisions
thereof, as set forth in instrument recorded July 18, 2007{ Reception No. 2007-
048Bl2, Lane County Deeds and Records.
10. Deed of Trust, including the terms and provisions thereof { executed bJ HLM, Inc., a
Washington Corporation, Grantor, to Brad L. Williams, Attorney of Law, Trustee, for
the benefit of Washington Trust Bank, Beneficiary, dated January 4, 2010, recorded
February 19, 2010, Reception No. 2010-008483, Lane County Deeds and Records, to
secure payment of a note in the amount of $13,842,528.94.
11. Deed of Trust (Line of Credit), including the terms and provisions thereof,
executed by HLM, Inc., a Washington Corporation, Grantor, to Brad L. Villiams,
Attorney of Law, Trustee, for the benefit of Washington Trust Bank, Beneficiary,
dated January 4, 2010, recorded February 19, 2010, Reception No. 2010-008484, Lane
County Deeds and Records, to ~ecure payment of a note in the amount of .
$2,025,000.00.
This report is to be utilized for information only. This report is not to be used as a
basis for transferring, encumbering 'or foreclosing the real property described.
The liability of Cascade Title Co. is limited to the addressee and shall not exceed the
premium paid hereunder.
CASCADE TITLE CO., by,
j f/Ti tIe Off ice
KURT BEATY
Cc:
WATSON
ATTN:
EMAIL,
DEVELOPMENT LTD.
SHAWN HOLM
SHOLM@WATSONDEVELOPMENTLTD.COM
PRE.SUBMITTAl REC'O
DEe 9 2010
.
.
PROPERTY DESCRIPTION
Parcell, LAND PARTITION PLAT NO. 99-P1279, as platted and recorded August 17, 1999,
Lane County Oregon Plat Records, in Lane County, Oregon.
EXCEPT THEREFROM: All the lands contained within the boundary of JA3PER MEADOWS,
as platted and recorded February 15, 2002, Reception No. 2002-012568, Lane County
Deeds and Records, in Lane County, Oregon.
ALSO EXCEPT THEREFROM' All the lands contained within the boundary of JASPER
MEADOWS FIRST ADDITION, as platted and recorded November 22, 2002, R2ception No.
2002-091218, Lane County Deeds and Records, in Lane County, Oregon.
ALSO EXCEPT THEREFROM: All the lands contained within the boundary
MEADOWS SECOND ADDITION, as pl,atted and recorded December 13, 2004,
2004-094865, Lane County Deeds and Records, in Lane County, Or~gon.
of JASPER
~ecept ion No.
ALSO EXCEPT THEREFROM, All the lands contained within the boundary of JASPER
MEADOWS THIRD ADDITION AND JASPER MEADOWS FOURTH ADDITION, as platte] and
recorded May 22, 2006, Reception No. 2006-035144, Lane County Deeds ~nd Records,
in Lane County, Oregon.
ALSO EXCEPT THEREFROM: All the lands contained within the boundary of JASPER
MEADOWS FIFTH ADDITION AND JASPER MEADOWS SIXTH ADDITION, as platted and recorded
October 4, 2007, Reception No. 2007-068791, Lane County Deeds and Re:ords, in
Lane County, Oregon.
ALSO EXCEPT THEREFROM: All the lands contained within the boundary of JASPER
MEADOWS SEVENTH ADDITION, as platted and recorded April 1, 2009, Rec"ption No.
2009-0l660l, Lane County Deeds and Records, in Lane County, Oregon.
ALSO EXCEPT THEREFROM:
recorded July lB, 2007,
in Lane County, Oregon.
that portion described in Dedication to Lane County
Reception No. 2007-048812, 'Lane County Deeds and Records,
PRE-SUBMITTAl REC'O
DEe 9 2010
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THIS MAP IS TO ASSIST LOCATING
PROPERTY. THE COMPANY ASSUMES
IW UABILlTY FOR INACClIRACIES.
S.W.l/4 S.w.1/4 SEC.3 T.18S. R.2W.W.M.
18020333
SPRINGFIELD
FORASSESSMEHTANJI Lane County
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PRE.SUBMITTAL REeD
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edgod, ll- rigbt-ot-way..is;.hcreby 'gran~Jifl.to M-Quntnin.iStlltf!S Power CompJi.nY;<:n.,;Delt\wa)le~corpol'n. -~
tion, its 6uencsaors I11ld nsrngns forever, with the- right to crect nnd mnhitniri nn- eleetrro,-powcr line. J;
telephone 01' auriaJ eu'l\l~ line conBiBting ,of the following: ~:~ v:.. 'i
~~oles f.lJ.1d,. ~chqr~~. .~_ ""-'T~'~~';''?'----'' ~
wit,h tlle nCCC!iSELrv \vit.Of! n.ndfixturlls thcl'c1in"o.nd to 1.cmO\'c folingo, tree 1imbs~iit-ittrees,that mny
int\~I'fcl'e wi~h tJIl!. c{ln5tru~tion. ml\.inro!lunc(', nntl opcrntion of said electric p:ow'e:~~' tfiJet>lionc or
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EASEMENT AGREEMENT
.it il> fT
fective th;~~;a~;~~~~~~~Ti~~~~~ya~~de~:~~::~;~~EPH
D. BANDO and J. D.BANDO 'CORPORATION (herein referred' to as.
Bando) and GORDON W. TRIPP (herein referred to as Tripp).
WHEREAS, J. D. Bando Corporation is a contract
purchaser of certain real property. located near SciHth'S7!:h
Street and Mount Vernon. Road in Springfield, .Lane,GOunty,'
Oregon, which real property is more fully .describe'd.'asthe,
Golden Terrace Subdivision, as platted and recorded,in the
Official Lane County Oregon Plat Records at File 73.; Sl:i:de
365 through Slide 371, in Lane County Oregon.
WHEREAS, Gordon W. Tripp is the owner of certain
real property contigous and adjacent to the property of
Bando, which real property is more fully described in
Exhibit "A" attached hereto and incorporated hereiri,.by
reference. '
I~HEREAS, the parties wish to conve:p mlftUih ItJM'c:ra
reciprocal easements to one another with the easement
granted to Tripp to be appurtanentto:the propeFty/(jf Tit:i,pp
described in Exhibit "A" and the easemerit granted';i:6>Bahao:'
to be appurtanent to the property :6{ Barido,cd~sc1"{betL'iill6v€':. ' .
In consideration of the exchange of mutu~~:~ase- .
ments and other considera.tioI}.,:: the-.' J;eFe;4:p~:_.an~:F_ ~'g~;~~'cy;''-'pt,.
which is hereby acknowledged.,.J... D. .Band",:.G()1'P9.riiti.:j!'on.;.an.<1"..
Joseph D. Bando convey to Go,cdon;W. Tdpp;dlis,H'iei.i-s:i,suc'"
cessors and assigns a perpet'~!=l.;tc :r:lbI.1excitis:i:Ve':~~.~"~~~~f'>:-1q;;~s'~
a strip of land. over and across, ,the existing f6J:ir;t::eeii.:l;P'~t-
(14') public utility easeirientcacr()ssthe. ",est,~f5uf(jfe€>rr-fe!:;t>;
(14') of Lot 8 through 23,. iriciJ!tii;,:Lve , Hipc", 3,:l~6l'i:iai'i: .'"
Terrace Subdivision, asplatt~a;aI).d :r;;c:()rdea:>i\1$il1e:73;:
Slide 365 through Slide 371' ir?tlh;,: OMicfa1.. tane"Gb'iin'i:Y '. "
Oregon Plat Records', in Lane -courity, Oregon., wh~t::lf:.i~~s'emerrt
shall be subject to the existing;~:ppbl'ic .,utilityeas\,!meri1;:.:'i'l!'id',
shall be for sanitary sewer;-__plp:;po~es-.. :",_
In consideration of.- the 'exchange...nf:rn~tu~~l~;.-,_easei-';_ .
rnents,"and for other con~i~erat,ion, the rece:-ipt '-and/:adequac~;-,' -
of whych is hereby acknowledged, Gordon W. Tripp hereby
conveys to J. D. Bando Corporation, Joseph D...Bando,....thei'r
heirs, successors and assigns, a.perpetua:l:nonex~.t~iv~.,:_.,..,._ .'
'. '. - .... ,_'.-- "~" . C', ,.. . '.~"__~
easement, together with the r~ght to go upon TrJ.,pp~s'prci'perty
for the purpose of constructing and maintaining. a drain~ge
channel approximately three 'feet (3') in depth and eight
1 - Easement Agreement
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PRE.SUBMITTAL REC'O
DEe 9 2010
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or iginal drainage easement' F6(;ab'1!on';,"Suctt\'amerfdiii~nt;"snaibI<"" ,',
be ' effective whether' or', ndt,'sf'gh'ga"n:,y'';'B"rrd6, but,ih:illii'do";sh,,':J:i1i "',
execute such documents >oneces'E;iil:y!{~orJ6bl!v~hient:' t:o;u:?ftd:t:ate?__,':~:::~':~- .
relocation of the' drainagi3:io;cfi"fineiE"E!asement',st;:e:Fpf1W1'ieil"j'an~:r,"C ,"
if requested by 'I'ripp';'''''''?'''' ""'""p",,,;,,, "";',;,:, ,'"
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feet (8') in width parallel to the,lold 'di,tch a'long ;jthei'eas't
side of the trees located 'on;'Tr-ipI?J:~s':/p:op~~'r{ry"ad3'!~~(q~:-ii:t:,:,..t:<?:{:';,""
the Golden Terrace Subdi-vision~:, ':'a~-:/.d~~'cri:bed :in ::-E'~~:i1?'~t: '-7;r.~)"j~J _,',' ,,'
and attached hereto. The :right' to,'enter,'upon, N:'Jfpp"sc:pro:..,"
perty shall be limited to such'''entry'ilnd tb"suctt'::areaiias,,:iis, ,
reasonably necessary to perforrri.,the" repirirs "and"ri\a:fiften:iifrce'"
and construction provided "for 'in: this"Agteenient, ","
The easement granted' to Bando has been l'o';'ated"ahd:'
the location and dimension as present~y existing 'is approv~d
by Tripp. Attached hereto as' EXhibi t"" B" is a' 'd1is'ciiption,:"
of the drainage 'ditch centerlineandattached'here,fo':;as: ',:'"
Exhibit "e" is a map ,showing' the approx:i;niate loca'jii'O!t'-'or/€ne
drainage ditch. Both exhibits areincorporateddhereiri:b~l y
reference~
The terms of the easements are as:foI16Ws:
Bando, his agents, contractors, ,invitees$arid'
assigns shall have a perpetuaF'nonexclusive:,easemeritr:.fb'r
drainage purposes and in' connectipn wi-th'; such, use,'may
construct, reconstruct, mai'n-tai::n"'andiC,'repai:r the!i-easernerit:.
channel. .
;.'
Provided, however, Tripp~reserves~the rrg~t~~d~
relocate the drainage channel'at~any,.t'ime7arid'i:h:,such';'case"
shaH reconstruct the drainage" ctiariileF'at.:a'IleW'.,l()catiofi'""in,
as good or better condition as,:;that"wli.ich"i!xis'~e;d7iPj:"ior:to'
the relocation. . .....<';~..c.:";~" :'C.'""'~' :::'>;'~':'",;:, .::":' -,.::
:;.:.;, "
The drainage~ channel"'eiHfe1fi~ni: sna]1: })'~"'C!~i>P~t'~r(?~'~;:~;; ,
to the real property owned bt~ BandD ~,desc!:"i;}3ed :al)~Y~,<~,:~-',.:..~~~r:';,:,
Golden: Terrace Subdivi:s>ion, . anH>sll"c3!IT. -,rernii'.l!n;: aPi:hirtan-eri:f.'~--tO':~: .:Z:':.... -:.. .
all. lo.ts therein int:]j.](:lxIllJ,~,"futui?~~.,,~;to'tsl'~c'b~a,t:ed-~,:15y~(~,@~~;$v:i€ri~fFi:<,:; _.
or partitionof'the'prop,,,,,liy. """ ""'",, """ "";:
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The, easements' granted' hereinshaTh'be:"p'e$'E2'ttia'l':,"""
but shall be subject 'to 'all ,prior easements or encuIDbiances'
of record.
2 - Easement Agreement
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All costs for the initial construction, operation
and maintanence of the drainage channel across Tripp's pro-
perty in its present location as of the date hereof shall be
paid by Bando, except that costs of reconstruction occasioned
by relocation by Tripp or his assigns.or costs of.repair.of
damage caused by Tripp, his invitees, contractors or assigns,
shall be paid by Tripp. Any additional maintenance or
repair occasioned by the relocation by Tripp shall be paid
by Tripp.
Bando shall not be responsible for costs of
repair, maintenance or improvement of the drainage 'channel'
easement beyond the condition of improvement as presently .
constructed and as required by specifications of the City. of
Springfield or Lane County as of the date hereof.
Tripp, his agents, contractors, invitees and
assigns, shall have a perpetual nonexclusive ease~ent for
sanitary sewer purposes across the west fourteen feet (14')
of the lots in Golden Terrace Subdivision described above,
and in connection with such use may construct, reconstructf.o ':.'::
maintain and repair any sanitary sewer 'pipelines -'pla'ced:,.!?y~'" .,.:
Tripp within the easement channel. All. costs of ins'tallat~ibn.
and maintenance shall be borne by Tripp. Any utilization.or
maintenance of the easement strip is subject .to the t!"rrns of....
the prior .public utility easement heretofore granted::by
Bando by virtue of recordation of the subdivision plat for
Golden Terra.::e st:.t:aivi-s_;Lcp-.... P.~ll..goverr_~e:!l:t~l. ~pp-:i..'ovals
necessary for utilization of the easement g.trip'.sliall. be,
obtained by Tripp prior to any. installation.." . ..:
Each party agrees to indemnify.and. defend.the
owner of the servient estate, from any loss, claim or
liability caused by the respective grantee arising out of
the use of the respective easement strips.
Any damage caused by either party in connection
with the installation or maintenance of ~rainage:or~sarlitary
sewer pipeline, channels or'ditches, or otherwise I sha~l-;be
repaired and the property and landscape ..shall be.p:tc:hnptiy
restored to the condition which existed prior to.~the in"':
stalla~ion, maintenance or repair.
In the event of any further subdivision or partition
of any portion of the property of Tripp or Bando; the"
easements granted hereunder shall remain appnrtanent_ to each
and every parcel and lot of the original properties .to:o~hi2h
this easement is appurtanent.
3 - Easement Agreement
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PRE.SUBMITIAl REC'O
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July 14, 1981
Project No. 2110
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Beginning at the Southwest Corner of the Stephen V. Gager 'Donat'ioriLaniJ~;Gf;;;':jii,"i0l.'o'/l_~,t;f:
No. 61 in the Northeast one-quarter ClJ of Section 4, ToWnship' is 'sq!i~I1';';~i~k.i:;~i:i'?2i,::~;.;il!J~'
2 West of the Willamette ~feridian; thence South 890 59' 43"'Eastaloifj(;tM'i'$'iltl1:<"/';c"c~;iJt
line of sa id. Donation Land Cl ~im ,20 .00 feet to the Ini tial'point.oO;0'~;~e#};17rf~:';,~;i;;t;;,;,:;ai
race SubduVlson; thence contlnulng South 890 59' 43" East'aJong,'the 'Sdl1tfI1J,Jine:s';irb;r,'fJ.,l;,
of said Donation Land Claim and of said Subdiivision 576.5.S .feet to .the'.b>p(ll,,' ';"'.'''''. i.>)rgj;J.
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Description:
,
Golden Terrace Subdivision
Location of Drainage Ditch Centerline
on Tax Lot 501, Owned by Gordon Tripp
EXHIBIT
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34~83 feet along the curve to the point of tangency; thence
.
South 110 SO' 39" Itest 363.00 fcet to the beginning of a cui've to the lefi:-):::~
(R = 70'.00' J Delta = 390. 51' 20". T 25.38'); thence . ._
48.69 feet along the curve to the point of tan&ency; thence
Sc:.fth- 2S"-O"(j"t.- -4-fr: East --S:s:.-io feet to the beginning of a curve .to
(R ~ 80.00', Delta ~ 290 45' 10". T ~ 21.25'); thence.
41.54 feet along the curVe to the point of tangency; thence
South IC 44' 29" West 312.02 feet to .the beginning of. a curve-to
(R = 75.00', Delta = 410 421 DOli, T = 28~S61); .t'hence
54.59 feet along the ClU'Ve to the point of tangency; thence
South 430 26' 29" West 18.05 feet to the beginning 'of a curve t'o the rig}l~'_
(R = 25~O-O' j- Delta = 280 i4' 12", T = 6.29'); thence
12.32 feet along the Curve to the point of tangency; thence:
. South 71c 40.' 4]" West 7.49 feet to an intersection \\'ith an'existing
::It a point 1037.64 feet: South and 539.00 feet East of the SOtltl~w~st
of 'the S:tephen D. Gager Donation Land Claim No. 61, a1] in L'ane>'CountYJ
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~OOJ.09m5
1111111111111111111111111111111111111111111111111 $51.00
00493225200300931550060067
09/23/2003 02:55:37 PM
RPR-NT Cnt:1 Stn:4 CASHIER 02
$30.00 $10.00 $11.00
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PRE-5UBMIlTAL REC'O .
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RESOLUTION NO 03-39
A RESOLUTION INITIATING ANNEXATION OF CERTAIN TERRITORY TO THE CITY OF
SPRINGFIELD AND EXTRATERRITORIAL EXTENSION OF SANITARY SEWER AND
REQUESTING THAT THE LANE COUNTY LOCAL GOVERNMENT BOUNDARY COMMISSION
APPROVE THE ANNEXATION BY EXPEDITED PROCESS.
WHEREAS, the City Council is authorized by ORS 199.490(2)(a)(B) to initiate annexation upon
receiving consent in writing from a majority of the electors registered in the territory proposed to re
annexed and written consent from owners of more than half the land in the territory proposed to be
annexed; and,
WHEREAS, the property owners of certain territory signed a consent to annex (Exhibit A); and,
WHEREAS, no registered voters reside within the territory; and,
WHEREAS, the territory to be annexed is within the Eugene-Springfield Urban Growth Boundary and is
contiguous to the City Limits; and,
WHEREAS, the territory to be annexed can be provided with water, fire protection and emergency
medical service, police protection, schools and' parks; and,
WHEREAS, an annexation agreement has been proposed for execution by the City of Springfield and
Crossroads Development L.L.C. which provides for the construction of sanitary sewer service,
stonnwater management systems, and transportation facilities in a timely manner; and,
WHEREAS, a Master Plan approved by the City of Springfield will be required for the development of
future phases of the Jasper Meadows Subdivision, the subject territory more particularly described as the
remaining undeveloped portion of Tax Lot 507, Assessor's Map Number 18-02-03-00, prior to the
submittal of future annexation proposals for the subject territory.
WHEREAS, the City Manager is authorized to forward this resolution supporting the'applicant's request
for expedited processing to the Lane County Local Government Boundary Conmlission when an
annexation agreement is entered into by the City of Springfield and Crossroads Development L.L.c.
NOW THEREFORE THE CITY OF SPRINGFIELD DOES RESOLVE AS FOLLOWS:
Section I: The Common Council of the City of Springfield does hereby recommend approval of the
annexation of the subject territories to the City by the Lane County Local Government Boundary
Conrmission, Lane County, Oregon, said territory being described as follows:
Township 18 South, Range 2 West, Section 27, Map 3, portion of Tax Lot 507, as more
particularly described in Exhibit B of this Resolution.
Section 2: This resolution shall take effect upon adoption by the Common Council of the City of
Springfield and approval by the Mayor.
Section 3: This Council recommendation is contingent upon the execution of an annexation agreement
satisfactory to the City of Springfield.
Section 4: The City Council recommends that the Boundary Commission expedite this annexation.
Original document to bezre~urned/retained by Springfield City RlP~~HfTAL~OC~D
Springfield. OR 97477 ~\,
DEe 92010
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Section 5: The City Manager shall forward this resolution supporting the applicant's request for expedited
processing to the Lane County Local Government Boundary Commission only upon receipt of the of the
executed annexation agreement, entered into by the City of Springfield and Crossroads Development
ADOPTED by the Common Council of the City of Springfield this ~th day of July 2003, by a vote of
....L for and -.JL against.
APPROVED b, "" M"m of tlre C'" o"priogficld ." _" '''' 00,,, ~ _
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Mayor
ATTEST:
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City Recorder
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OFFICE OF CITY A:'OANf"
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State of Oregon )
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County of Lane )
This instrument was acknowledged before me
on ~ ""d...;JfJ03 by Sid Leiken,
as Mayo of the City of Springfield.
(' fA'IU...J, Ji., Jv-u.n.-
NOTARY PUBtJrC FOR OREGON
My commission expires: /1-;)-,)-;;;oO<\'
. OFFICIAL SEAL
, AMY l SOWA
\" ) NOTARY PUBtlC OREGON
'".... COMMISSION NO 352109
MY COMMISSION EXPIRES NOV, 22, 200S
Original document to be retunned/retained by Springfield City RecorJJf~225~ l!UO
Street, Springfield, OR 97477
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Original documnet to be ret~~};bdi\y
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FORM #1
PETITION
ANNEXATION TO THE CITY OF SPRINGFIELD
TO: LANE COUNTY LOCAL GOVERNMENT BOUNDARY COMMISSION
We. the unden;igned, constitute the owners of at least one-balf of the land area of the property described in the
attachment marked "Exhibit A" AND
We desire to be annexed to the City of Springfield. Amap is attacbed marked "ExhIbit B." showing the
affected territory and its relationship to the present city limit boundaries.
The annexation constitutes a minor boundmy change lIIlder the Boundmy Commission Act and should therefore
be considered by the Boundmy Connriission and, after stUdy, a Final Order should be entered by the Boundary
Commission.
____' >1
By /A
14~[)t.~"iI-""so,!. i'oi'- C~S =.a, Pl"IIla"A'4ENT,I..1.<'
Date i/.?J/6"5
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By
Date
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By
Date
By
Date
MAP# --3 8- 02.- 03- 00
LOT# Pof/1lorJ C'F DD SOl
MAP#
LOT~
With the above signature, I am verifying that I have the authority to consent
to the annexation on my own behalf or on behalf of my firm, agency or trust.
.
PRE.SUBMIlTAL REC'O
DEe. 9 2010
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Revised 12128/00
EXHIBIT B
Original document to' be returned/retained by Springfield City Recorder, 225 5th Street
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EXHIBIT B
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January 23,2003-
Branch No. 97-173F
'LEGAL DESCRIPUON
JASPE;R MEA,DOWS SECOND ADDmON
SITUATED i:i1Unincorporated Area of Lane County, State of Oregon in the Southwest 1/4 of '
Section 3, Township 18 South, Range 2 West of the WillametteMeridiananddescnbedas follows: '
~EING a portion of Parcel 1 ofLand Partition Plat Number 99-P1279 as platted, and recorded" ,
August 17, 1999 in Lane cciuntyOregon Land Partition Plat Records, said portion, b:ing more" '
particularly described as follows: " , ",'. '.:' . . '
BEING all that portion of said Parcell lying (1) southerly of the south plat boundary of JAsPER "
MEADOWS FIRST ADDFDON as platted and recordedNovember22, 2002 at Ri:cordex' s Number.
, 2002-091218 in the Official Records of Lane County, State of Oregon and filed as Comty Survey."
File No. 37786 in tIie County Surveyor s Office of Lane County, State of Oregon and' (2) easterl)," .
of the southerly prolongation of that certain westerly line of said JASPER. MEADOWS- :FIRST '....:. ....
. ADDmON that has a bea:iing and distance ofNORTH 08" 14' 33" WEST 505.36 FEEf'3S said line.'. . .
, is shown on said plat . ..... ....
CONTAINING 10.77 Acres more orIess.
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, . J\JLY 20, 1993
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DE'C' 9 2010
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After Recording, Return to:
Unless requested otherwise, send all tl!}(
statements to:
City of Springfield
Dennis Ernst, City Surveyor
225 Fifth Street
Springfield, OR 97477
Crossroads Development, LLC
ANNEXATION AGREEMENT
This Annexation Agreement ("Agreement") is made between the City of Springfield, an
Oregon municipal corporation ("City") and Crossroads Development, LLC ("CROSSROADS").
RECITALS
A. CROSSROADS owns the parcel ofland legally described in Exhibit A, the Property, and
shown on the map attached as Exhibit B. The Property is proximate to the jurisdictional
limits of the City and is subject to annexation by the Lane County Local Government
Boundary Commission ("Boundary Commission") following minor boundary change
processes.
B. CROSSROADS has submitted to the City an Annexation Application Journal No.
LRP2003-00001, dated January 28, 2003, for Assessor's Map No. 18-02-03-00, Lot D0507
(portion) ("Property").
C. CROSSROADS wishes to annex the Property to the City and seeks support from the City
for the annexation before the Boundary Commission. The Springfield City Council has
adopted Resolution No. 03~39, conditionally supporting the annexation "contingent upon the
execution of an annexation agreement satisfactory to the City of Springfield."
D. The Property is currently designated as Low Density Residential on the Metro Plan and is
zoned LDRJUF-IO according to the Springfield Zoning Map. CROSSROADS plans to
subdivide the Property for a new single-family residential development.
E. CROSSROADS has previously annexed two development areas into the City that are
contiguous to, and provide access and public services to, the Property. These prior
annexations are commonly known as Jasper Meadows (Journal No. 1999-09-0226) and
Jasper Meadows, First Addition (Journal No. LRP2002-01-0018). The Property is
commonly known as the Jasper Meadows, Second Addition.
r
Division or Chler Deputy Clerk
Lane County Deeds and Records
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ANNEXATION AGREEMENT -Page 1
1111I111111111111111111111111111111111I1111111111
00498653200300973670060122 M
. 10/06/2003 09:05:27 ~II
RPR-AGRE Cnt=l Stn=l CASHIER 05
560.00 $10.00 $11.00 PRE-5UBMIITAl REC'O
DEe 9 2010
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$81.00
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F. Annexation of the Property requires a showing under SDC 6.030(2) that the Property can be
provided with the minimum level of key urban facilities and services as defmed in the Metro
Plan Policy8a, p.II-B-4, and such showing is supported by the substantial evidence in the
record of the proceeding on this annexation. City staff has determined that the minimum
level of key urban services is currently available to the Property with the exception of an
interconnected transportation system, long-term public sanitary sewer service, and long-term
public stormwater management that fully meet City standards. The purpose of this
Agreement is to memorialize CROSSROAD~' and City's commitment and agreement to the
allocation of financial responsibility for public facilities and services for the property and
other users of the facilities, sufficient to meet the City's requirements for the provisioo of
key urban services necessary for an affirmative City recommendation for the annexation
request.
G. An interconnected transportation system in the Jasper Meadows development area with the
existing and proposed land uses in the vicinity of the Property is required in order to provide
access and a transportation system for the movement of people, goods, and services by
multiple modes of travel to and from the annexed property.
H. City staff has determined that the following long-range planning implications and
neighborhood traffic impacts of development in the Jasper Meadows development area
through continuing to annex and develop additional land off South 59th Street must be
addressed to meet the minimum level of key urban services:
. The South 59th/60th Street corridor through the Jasper Meadows development area is
a local street. The adopted TransPlan and the City's Conceptual Road Network Map
call for east-west collector streets to channel traffic to and from the Jasper Meadows
development area and adjacent lands to the future Jasper Road Extension arterial.
. The full build-out of the Jasper Meadows development area, including the original
Jasper Meadows subdivision and the 1 sl and 2nd Additions, will generate
approximately 1,400 vehicle trips per day on South 59th Street. While this amount of
traffic would be acceptable for a collector street in a residential zone, it is
inappropriate for a local residential street.
. City staff has determined that a previous assumption concerning the provision of an
interconnected transportation system appears to be inaccurate. This previous
assuinption relied upon the prior planning and design activities for the construction
of Jasper Road Extension (JRE) to serve the Jasper Meadows development area.
Circumstances have sufficiently changed to the point that the construction of the JRE
is no longer considered imminent. In particular, no portion of JRE has yet been
constructed. Furthermore, the first phase of JRE (scheduled for construction in
2004) will extend only from Main Street to South 57th Street, and, although some
agreements have been signed for future right-of-way dedication, no right-of-way
currently exists south of Mount Vemon Road for future phases. As a result, South
59th Street connecting to Mount Vernon Road remains the only assured access to and
from Jasper Meadows development area for the foreseeable futurepRE-5UBMI1TAL REC'D
DEe 9 2010
ANNEXA nON AGREEMENT - Page 2
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1. A public sanitary sewer system with sufficient capacity to serve the Property and other
existing and proposed land uses in the vicinity of the Property is necessary to suppon a
fmding that this key urban service is available to serve the Property.
J. The existing public sanitary sewer system that will serve the Property bas sufficient reserve
capacity at the present time. However, this reserve capacity bas been previously allocated to
provide sanitary sewer service to a currently undeveloped portion of the Mountainilite
Master Plan development. The long-term plan for providing sanitary sewer service to the
Property is via a new sanitary trunk sewer that will be extended in Jasper Road from S. 42nd
Street as follows:
. When this trunk sewer is constructed, the existing pump station, located on Mt.
Vernon Road, that serves the Jasper Meadows development area and other annexed
lands will be decommissioned. The flows from the pump station will be diverted to
this new trunk sewer.
. The new trunk sewer is partially funded by the City, with the remainder of the funds
to be apportioned among the large parcels ofland that will be benefited by this new
trunk sewer. The design for the new trunk sewer is scbeduled to commence in 2003,
with the construction to occur once the remaining funding is secured from the
benefited properties, and CROSSROADS is one of these benefited property owners.
. In the event that the contributing portion of the MountainGate development requires
sanitary sewer service before the Jasper Road Trunk sewer is operational, the City's
existing sanitary sewer in the vicinity of Daisy and S. 54th Streets will need to be
enlarged to accommodate the additional flow.
K. A public stormwater management system with sufficient capacity to serve the Property and
other existing and proposed land uses in the vicinity of the Property is necessary to support a
finding that this key urban service is available to serve the Property.
1. There is currently no public stormwater management system downstream of the Property
other than road culverts under Jasper Road. The existing surface drainage is accomplished
via a historical swale/depression that flows into a series of channels south of Jasper Road
and outside of the City's Urban Growth Boundary. The long-term plan for providing the
necessary stormwater management facilities to the Property can be described as follows:
. The City's existing stormwater master plan for this area, the Storm Drainage Study
for East Springfield (June, 1979) identifies future stormwater management systems
to serve the Property and surrounding lands, but it does not address the facilities
necessary to ensure the adequate provision of public drainage services all the way to
the Middle Fork of the Willamette River. The plan is in need of updating to meet
current City standards for stormwater management.
. The Metro area's Public Facilities and Services Plan (December, 2001) also
identifies that future stormwater drainage systems are needed to serve the Property
and other lands in this vicinity.
ANNEXA nON AGREEMENT - Page 3
PRE.SUBMllTAL REC'O
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. The City has commenced preparation ofa new Stormwater Facilities Master Plan to
identify specific stormwater management and service needs for the entire City. This
new planning will result in an updated recommendation for facilities needed to
adequately serve the Property and surrounding land.
M. An interconnected transportation system with the existing and proposed land uses in the
vicinity of the Property is also required in order to provide access and a transportation
system for the provision of Fire and Life Safety services to and from the annexed property.
N. The nearest Springfield Fire Station in the proximity of the Property is located at the comer
of Main Street and S. 68th Place. The Springfield Fire and Life Safety Department 'has an
operational response time goal offour (4) minutes or less for the provision of Fire and Life
Safety services. The response time to northerly boundary of the Property is approximately 4
minutes and 45 seconds from the nearest Fire Station.
O. In order to facilitate orderly development of the Property and ensure the full provision of
key urban services that are satisfactory to the City and meet the City's conditions for an
affirmative recommendation for annexation to the Boundary Commission, and in exchange
for the obligations of the City set forth below, CROSSROADS shall comply with all
requirements imposed on CROSSROADS in this Agreement.
Now, therefore based upon the foregoing Recitals, which are specifically made a part of this
Agreement, the parties agree as follows:
AGREEMENT
1. Obligations of CROSSROADS. Consistent with the above recitals and subject to the
issuance of subdivision and public improvement plan approvals, CROSSROADS agrees to perform
the obligations set forth in this section.
1.1 Apply for Subdivision Tentative Plan approval, pursuant to Springfield Development
Code Article 35, from the City for a residential subdivision on the Property within
six (6) months of the effective date of the Boundary Commission's approval of
CROSSROADS' annexation request. This section is subject to the requirements of
Section 8., below
1.2 Apply for, and obtain, Subdivision Plat approval pursuant to Springfield
Development Code Article 35, from the City for a residential subdivision on the
Property within two (2) years of the date of the Limited Land Use Decision issued by
the City for the Subdivision Tentative Plan approval issued pursuant to Section 1.1,
above. This section is subject to the requirements of Section 8., below.
1.3 In addition to the public streets needed to provide circulation and access within the
Property, dedicate and improve additional public streets as follows:
ANNEXA nON AGREEMENT - Page 4
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1.3.1 Concurrent with Subdivision Plat approval of the Property by the City,
CROSSROADS agrees to dedicate additional public street rights-of-way and
easements as may be determined necessary by the City during the
Subdivision Tentative Plan review to provide right-of-way and easements for
construction of an east-west collector street from the Jasper Road Extension
through the Property to the undeveloped lands to the east of the Property.
1.3.2 In the event that Phase 2 of the Jasper Road Extension project, extending
south of Mount Vernon Road and serving as a secondary access for the
Property, is not constructed by January 1,2010, CROSSROADS shall
construct a 2-lane roadway to Lane County rural road standards or better to
either connect to the east-west collector street described herein or to connect
to the internal road system of the subdivision at another point approved by
the City, no further north than Mineral Way, and connect to Mount Vernon
Road to provide an alternate temporary route to Mount Vernon Road. City
preference is that this road be built within the right-of-way area on the
CROSSROADS property which has been reserved for the planned
construction of the Jasper Road Extension. An alternate secondary access
road, equivalent in function, in an alternate location, which is acceptable to
and approved by the City of Springfield Public Works Director can be
substituted for the preferred roadway. In any case, the road constructed shall
be compatible with the Master Plan for further development of the
CROSSROADS property. To the extent that greater than 60 feet of right- of-
way width is permanently dedicated within the planned Jasper Road
Extension area, the transportation SDC credits available to CROSSROADS
for the area greater than 60 feet in width shall be credited at $24,000 per acre
and may include credits against already developed portions of the
subdivision, i.e. could include a reimbursement of transportation SDC's
already paid.
1.3.3 In conjunction with the subdivision improvements, CROSSROADS shall
construct the east-west collector street described herein to full City standards
(2/3 street width, meaning a minimum of 22 feet of pavement with no
parking or a minimum of 28 feet of pavement with parking on one side or as
otherwise approved by the City of Springfield Public Works Director, and
with full urban improvements on the north side of the street, including curb
and gutter, sidewalk, street trees and street lights and only temporary curbing
on the south side) within the boundary of the Property. The new collector .
street shall be constructed at the grade, elevation, and alignment necessary to
make a future connection to the Weyerhaeuser Haul Road and the
improvement shall be extended as far as practicable towards the eastern edge
of the Property, considering topography and street grades, but the
construction need not extend fully to the east edge of the Property, as
approved by the City of Springfield Public Works Director.
1.4 Develop on-site and off-site public sanitary sewer conveyance systems to provide
long-term sanitary sewer service to the development as follows:
ANNEXATION AGREEMENT -Page 5
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1.4.1 Public sanitary sewer systems within the Property as deemed necessary and
appropriate by the CitY during Subdivision Tentative Plan review to serve the
subdivision.
1.4.2 Extend public sanitary sewer at the size, depth, and location necessary to
serve the abutting lands to the east of the Property.
1.4.3 Prior to approval of the final plat for the Property, provide a payment of
$35,000 as an obligation for the first 3 Phases of Jasper Meadows to pay an
equitable share of the eventual construction of the Jasper Road Trunk Sewer
by City. Such amount, in addition to the sanitary sewer SDC fees to !xi paid
within the fust 3 phas\ls of Jasper Meadows, is calculated by the City as an
estimated fair proportionate share of cost for the Sewer based upon the
anticipated development within the first 3 phases of the Jasper Meadows
development. It is anticipated that additional obligations for financial
contribution for the Jasper Road Trunk Sewer will be placed on additional
phases of the Jasper Meadows development as a condition of annexation or
development of those additional phases.
1.4.4 CROSSROADS shall"cooperate with the City in selecting an alignment for a
new sanitary sewer mron from the Jasper Road Trunk Sewer to the Mount '
Vernon Road Sewer Pump Station, and shall dedicate to the City any
easements necessary to construct said sewer main. To the extent the sewer
main serves a dual purpose within the Jasper Meadows development to
provide service connections for house laterals within the development, the
cost of the portion of sewer providing direct service within the subdivision
shall be fully the cost of the Jasper Meadows development. It is anticipated
that additional obligations for fmancial contribution for this sewer main may
be placed on additioniil phases of the Jasper Meadows development as a
condition of annexation or development of those additional phases.
1.4.5 Not withstanding the aforementioned obligations for providing public
sanitary sewer service to the Property, in the event that the Jasper Road trunk
sewer and the new sewer main to the Pump Station are not operational at the
time of Subdivision Tentative Plan approval for the southwesterly portion of
the MountainGate Development, CROSSROADS agrees to reimburse the
MountainGate developer 33% of the cost to construct a new or modified
public sanitary sewer,in the vicinity of Daisy and S. 54111 Streets, or other
alternative sewer improvements acceptable to the City. Said sewer
improvements must be operational and accepted by the City prior to
occupancy of any contributing residential units within the MountainGate
Development.
1.5 Develop on-site and off-site stormwater management facilities as may be necessary
to adequately manage and treat stormwater runoff from the development site as
follows:
ANNEXATION AGREEMENT - Page 6
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1.7
1.8
1.5.1 Design and develop the Property in accordance with stormwater quality
measures which, to the maximum extent practicable, use open watercourses
and water bodies throughout the development site to detain, retain, and
infiltrate runoff in accordance with the City's Engineering Design Standards
and Procedures Manual.
1.5.2 Unless and until such time as a downstream conveyance system is assured to
the City's satisfaction, CROSSROADS shall manage both the quantity and
quality of the stormwater runoff from the Property, Tax Lot 00507, and the
previously developed 'phases of the Jasper Meadows development, within the
boundaries of the lands under the control of CROSSROADS. This
management of the stormwater shall include limitations on the both the
discharge rates and vQlumes to at or below the pre-development rates and
volumes from the Property.
1.5.3 During development Of the required Master Plan for further development of
the Jasper Meadows a,rea, the drainage system for the entire development
area, including the alIeady developed phases, must be coordinated with and
made compatible with the implementation of the City's new Stormwater
Facilities Master Plan Update and planned improvements needed to serve
the Jasper Meadows area. It is anticipated that obligations for a financial
contribution to downstream drainage improvements for the entire Jasper
Meadows development area will be required as a condition of annexation or
development of furth~r phases of Jasper Meadows, based upon total acreage
served and total runoff contributed by the entire Jasper Meadows area to the
downstream conveyance system, in relationship to the full area and total
runoff served by the downstream drainage system. To the extent that the
required financial contribution is for an off-site SDC eligible project, the
fmancial contribution shall be eligible for stormwater system SDC credits,
including acknowledgement of SDC's already paid by existing development
within the subdivision.
CROSSROADS knows and understands its rights under Dolan v. City of Tigard and
by entering into this Annexation Agreement hereby waives any requirement that the
City demonstrate that the dedications of right-of-way, public utility easements, and
other public improvements lfud other obligations of CROSSROADS, for payments,
financial responsibility and reimbursements set forth in Section 1, required herein are
roughly proportional to the ilnpacts of the subdivision. CROSSROADS further
waives any cause of action it may have pursuant to Dolan v. City ofTigard and its
progeny arising out of the actions described herein
Provide and be financially responsible for the provision of the urban services and
facilities identified in the Subdivision Tentative Plan review and approval as
necessary to serve the development of the Property.
In determining CROSSROADS' share of costs for the improvements described in
this Agreement, the full cost for the provision of the improvements shall be used.
For the purposes of this Agreement, the full cost shall include design, construction,
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ANNEXATION AGREEMENT - Page 7
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acquisition of land and/or easements, permits, attorney's fees, and all other costs
reasonably associated with the implementation of the needed improvements.
1.9 Provide [mancial security, in the form of a bond, cash deposit, letter of credit, or
other approved security satisf!lctory to the City, hereinafter referred to as "BOND,"
as necessary to guarantee the successful completion of construction of an alternate
access for the subdivision as called for in Section 1.3.2 of this agreement. The
BOND shall be in the amount of $ I 00,000 and shall list the City as the Obligee and
CROSSROADS as the Principal. The BOND shall not expire and will not be
released by the City until the completion of construction of the alternate access
. roadway or the completion of the Jasper Road Extension which will serve as the
alternate road access. The BOND shall be provided by CROSSROADS in a form
satisfactory to the City as a condition prior to City approval of a Subdivision Plat for
the Property.
1.10 CROSSROADS understands and agrees that this annexation agreement applies only
to the 3'd phase of their devel<,>pment of Jasper Meadows, known as Jasper Meadows
2nd Addition. CROSSROADS understands that the City Council has determined that
any further annexation or development of future phases of the CROSSROADS
property will only be conside~ed by the City upon approval of a Master Plan, as
defmed in the Springfield Deyelopment Code, for those future phases.
CROSSROADS agrees not to apply for additional annexations or land use approvals
, .
for future phases of Jasper Meadows pnor to the approval of a Master Plan for the
area by the City. CROSSR01\DS also agrees that future annexation and
development proposals on th~ remainder of the land commonly known as Parcel I of
Land Partition Plat 99-PI279: as filed for public record August 17, 1999, Land
Partition Plat Records of Lane County, Oregon (County Surveyor's File No. 36134)
that is not the subject of this Agreement, with the exception of Land and Drainage
Alteration Permits, are contingent upon the discretionary approval by the City of a
separate Annexation Agreement concerning the provision of key urban services.
1.11 CROSSROADS shall cooperate with the City Fire and Life Safety Department and
shall incorporate within the required Master Plan for future development of future
phases of development a plan to mitigate and address the issue of emergency
response time for the development, including, but not limited to the potential
provision ofland for siting anew fire station within the development.
2. Obligations of City. Consistent with, the above Recitals, City agrees to:
2. I Initiate and support annexation of the Property to the City of Springfield before the
Boundary Commission and support CROSSROADS's defense of any appeal of a
decision of the Boundary Commission annexing the Property to the City. However,
the City will not assume any'financial responsibility tc provide legal counsel on
appeal.
2.2 Conduct the timely review ll1?-d decision making of the Subdivision Tentative Plan,
Subdivision Plat, and PublicImprovement Plan applications for the Property
PRE-SUBMITTAL REC'O
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3. Covenants Running With the Land. It is the intention of the parties that the covenants herein
are necessary for the annexation and development of the property and as such shall run with the
Property and shall be binding upon the heirs, executors, assigns, administrators, and successors of
the parties hereto, and shall be construed to be a benefit and burden upon the Property. It is the
intention of the parties that the requirement for a City-approved Master Plan for future development
of the remainder of Parcel 1 of Land Partition Plat 99-P1279, as filed for public record August 17,
1999, Land Partition Plat Records of Lane County, Oregon (County Surveyor's File No. 36134)
shall run with the Property, including cas,es of changes in ownership, zoning or plan designation.
TIlls Agreement shall be recorded upon its execution in the Land County Deeds and Records. TIlls
Agreement may be assigned by CROSSROADS and shall benefit any assigns or successors in
interest to CROSSROADS. Execution of this Agreement is a precondition to the support of the
City of Springfield for annexation of the property described in Exhibit A for the City of Springfield.
Accordingly, the City retains all rights for enforcement of this Agreement.
4. Limitations on the Development. With the exception of site grading as allowed at the
discretion ofthe Development Services Director under Springfield Development Code Article .
35.010(2) and subject to the provisions of a Land Drainage and Alteration Pennit, no part of the
property shall be further developed prior to obtaining City approval of a Subdivision Tentative Plan.
No occupancy pennit shall be issued for the development of the Property until the subdivision
improvements have been completed as set forth in Section 1 of this Agreement.
. .' ..
6. Waiver of Rililit of Remonstrance. CROSSROADS agrees to sign any ~d all ~;U~ers,:
petitions, consents and all other documents necessary to obtaill the public facilities and services
described herein as benefiting the Property, under any Improvement Act or proceeding of the State
of Oregon, Lane County or the City of Springfield and to waive all rights to remonstrate against
these improvements. CROSSROADS does not waive the right to protest the amount or maIlIler of
spreading the assessment thereof, if the assessment appears to CROSSROADS to be inequitable or
operate unfairly upon the Property. CROSSROADS waives any right to file a written remonstrance
against these improvements. CROSSROADS does not waive its right to comment upon any
proposed local improvement district or any related matters orally or in writing.
7. . Modification of Agreement. This Agreement may only be modified by writing signed by
both parties. Any modifications to this Agreement shall J;'equire the approval of the Springfield City
Council. This Agreement shall not be modified such that the key urban facilities and services as
defined in the Metro Plan Policy 8a, p.1I-B-4 and as required herein are not provided in a timely
manner to the Property.
8. Land Use. Nothing in this Agreement shall be construed as waiving any requiremi;:nts of the
Springfield Development Code or Springfield Muuicipal Code which,may,be applicabk to. the use.
and development of this Property. Nothing herein shall be construed as City providing or ,agreeing
to provide approval of any building, land use, or other development application or. land and drainage
alteration permit application submitted by CROSSROADS. : /
9. Invaliditv. If any provision of this Agreement shall be deemed unenforceable or invalid,
such enforceability or invalidity shall not affect the enforceability or validity of any other provision
PRE-SUBMITTAL REC'O
DEe . 9 2010
ANNEXATION AGREEMENT - Page 9
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of this Agreement. The validity, meaning, enforceability, and effect of the Agreement and the
rights and liabilities of the parties hereto shall be determined in accordance with the laws of me
State of Oregon.
il- A
DATED this lL day of N-v5,2003.
IN WITNESS WHEREOF, the Applicant and City have executed this Agreement as of the date first
herein above written.
~~LLC
By:
Its: /1'1-().JL ~ ~ I
STATE OF OREGON, County of ,-D".LX1J. '1j;:,)
q~#A~ / ,f', 2003. Personally appeared the above named #4 V,jEA~ L{L~j.Sl:1..) who
ac wledged the foregoing instrument to by their voluntary act. Before me:
. ~ S)J> ,X.dlL
Notary Public for Oregon
My Commission expires 0/1 /0,., /07
, .
. OFFICIAL SEAL
. " . ELI.A DE LISLE
:,',- ) NOTARY PUBLIC ' OREGON
......... COMMISSION NO. 369198
MY COMMISSION EXPIRES JUN. 1.2007
P, GFIEL~~
Its: LiFt 11/t/Jrl ~ U
STATE OF OREGON, County of L~P
~ 2003" Pe~sonally appeared~e above named \\^.~ A.., ~who
. acknowled mstrument to by tbeu voluntary act. Before Iilll: cr
. OFFICIALS.EALSlON c;jJ , l,,^ /"....., ()r- ,. \
JULIEMW' v'\. ~~
: 'NOTARY PUBLIC - OREGON . -' ~ ..
\. ./ COMMIS~OE!i.NESOA;,.~:~t: Notary Public for Oregon
...... MY IllMMlSSw.. N"' ~ .
R~I~~M'MfJVm
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My Commission expires D"--( '3 -cb"
PRE.SUBMITTAl REC'O
DEe 9 2010
ANNEXATION AGREEMENT - Page 10
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January 23, 2003
Branch No. 97-173F
LEGAL DESCRIPTION
JASPER MEADOWS SECOND ADDffiON
SITUATED in Unincorporated Area of Lane County, State of Oregon in the Southwest 1/4 of
Section 3 , Township 18 South, Range 2 West of the Willamette Meridian and described as follows:
BEING a portion of Parcell of Land Partition Plat Number 99-P1279 as platted and recorded'
August 17, 1999 in Lane C01llltyOregon Land Partition Plat Records, said portion being more'
particularly described as follows: . . .. . .'
BEING all that portion of said Parcel 1 lying (1) southerly of the south plat boundary of JA.SPER . .
MEADOWS FIRST ADDmON as platted and recorded November 22, 2002 at Recorder' s Number.
. .
2002-091218 in the Official Records of Lane County, State of Oregon and filed as County Survey.'
File No. 37786 in the County Surveyor's Office of Lane County, State of Oregon and' (2) easterly
of the southerly prolongation of that certain westerly line of said JASPER MEADOWS. FIRST
. ADDmON that has abeaIing and distance ofNORTH08. 14' 33" WEST 505.36FEETas said line .
. . is shown on saidplat .
CONTAINING 10.77 Acres more or less.
,.
. OREGO
JULY 20, 1993
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ANAL
AGREEMENT FOR CONSTRUCTION OF PUBLIC IMPROVEMENT.
JASPER ROAD EXTENSION
DEDICATION OF RIGHT OF WAY TO LANE COUNTY
t:; L T - dCX)4~-CXO
PARTIES:
Milland Properties Limited Partnership
P. O. Box 989 -- - - --- _n___ - ----------------
Division of Chief Deputy Clerk
Eugene, Oregon 97440 Lane County Deeds and Records
James A. Smejkal
P. O. Box 26224
Eugene, Oregon 97402
2004-0ij5~a
1\11111 III \ \\IIlII\\ ""'''III \\1111"'111\ III III $166.00
0059416420040048548029029106/25/200410:51:19 AM
RPR-AGRE Cnt=1 Stn=6 CASHIER 07
5145.00 510.00 511.00
McDougal Bros. Investments
A Partnership composed of
Norman McDougal and
Melvin McDougal
P. O. Box 518
Creswell, Oregon 97426
~..
. Crossroads Development LLC,
an Oregon Limited Liability Company
Hayden Watson
2622 SW Glacier Place
Suite 110
Redmond, Oregon 97756
Gordon Webb
860 Ocean Drive
Sandon, Oregon 97411
City of Springfield,
A Municipal Corporation of the
State of Oregon
225 Fifth Street
Springfield, Oregon 97477
Lane County,
A Political Subdivision of the
State of Oregon
125 East 8th Street
Eugene, Oregon 97401
PRE-SUBMIllAl REC'O
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Agreement for Construction of Public Improvement Jasper Road - 1
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RECITALS:
WHEREAS, MILLAND PROPERTIES, LIMITED PARTNERSHIP is the owner of the real
property more particularly described and set forth in Exhibit A attached hereto and
incorporated herein by reference. For reference on the date of execution of this
agreement, Exhibit A is also known as Map Identification No. 18 02 10 DO, Tax lot
200.
WHEREAS, McDOUGAL BROTHERS INVESTMENTS is the owner of the real property
more particularly described and set forth in Exhibit B attached hereto and
incorporated herein by reference. For reference on the date of execution of this
agreement, Exhibit B is also known as Map Identification No. 18 02 fo 00, Tax lot
900.
WHEREAS, CROSSROADS DEVELOPMENT LLC, is the owner of the real property more
particularly described and set forth in Exhibit C attached hereto and incorporated
herein by reference. For reference on the date of execution of this agreement; .
Exhibit C is also known as Map Identification No. 18 02 03 00, Tax Lot 501.
WHEREAS, GORDON WEBB is the owner of the real property more particularly
described and set forth in Exhibit D attached hereto and incorporated herein by
reference. For reference on the date of execution of this agreement, Exhibit D is
also known as Map Identification No. 1802 09 DO, Tax Lot 100, and 18 02 10 00,
Tax Lot 100..' .
WHEREAS, JAMES A. SMEJKAL is the owner of the real property more particularly
described and set forth in Exhibit E attached hereto and incorporated herein by
reference. For reference on the date of execution of this agreement, Exhibit E is also
known as Map Identification No. 18 02 10 DO, Tax Lots 1001, 1200, 1201, 1301 and
18 02 15 DO, Tax Lot 100.
WHEREAS, each of the owners described above are planning or undertaking
developments of the real property more particularly described and set forth in
Exhibits A, B, C, D, and in E which will necessitate the construction of safe and
adequate access and the provision of the utilities to said real property.
WHEREAS, the properties described in Exhibit A, B, C, D, and E are located in the
"Natron" area within the City of Springfield Urban Growth Boundary which is planned
for development with residential, commercial and industrial uses to become an
urbanized area under the jurisdiction of the City of Springfield.
WHEREAS, the owners described above agree that the Jasper Road Extension would
enhance future development plans for the ultimate residential commercial, and
industrial uses planned or to be developed on the real property to be described
above, and
Agreement for Construction of Public Improvement Jasper Road - 2
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WHEREAS, the City of Springfield has worked with the owners on an Oregon
Department of Transportation Growth Management Grant to improve the Natron
Area's development opportunities and development configurations, and
WHEREAS, the City of Springfield believes that the constrUction of the Jasper Road
Extension is necessary for the economic and transportation well-being of the
community, and .. .
WHEREAS, in order to expedite and facilitate the development of their respective
properties by the construction of the Jasper Road Extension, property owners are
willing to dedicate right of way for the Jasper Road Extension, and.
WHEREAS, in order to permit the development of the Jasper Road Extension on the
expedited time table requested by Milland Properties, McDougal Brothers
Investments, Crossroads Development LLC, Gordon Webb; and James A. Smejkal,
the dedications described herein must be made or the project will be deferred by the
City of Springfield and Lane County until a later date, and
WHEREAS, subject to the dedication of right of way by landowners' described herein
and government authorities approvals, Lane County will construct a road usually
referred to as the Jasper Road Extension connecting Oregon State Highway 126 and
the Eugene-Springfield Highway and Jasper Road near Brand S Road, and
WHEREAS, the City of Spr'ingfieldhas offered to provide Transportation System
Development Charge (SDC) credits for those portions of the right of way dedicated
by the owners which exceed 60 feet in width, the width of the street that would
normally be required for the development of the owners' property,
NOW THEREFORE based upon the foregoing recitals which are expressly made a part
of this agreement, it is agreed between the parties as follows:
AGREEMENT:
1. Milland Properties. Limited Partnership Responsibilitv
A. MILLAND PROPERTIES, LIMITED PARTNERSHIP hereby agrees todedicate.to
Lane County a 30.5 meter wide right of way for road and utility purposes.as.
generally depicted in location on Exhibit AA. Said dedication document shall be
executed upon request from and at no cost to Lane County.
B. MILLAND PROPERTIES, LIMITED PARTNERSHIP agrees to dedicate to Lane
County the real property described in Section 1A above. As partial consideration for
the foregoing dedication, City of Springfield shall provide Milland Properties, Umited
Partnership, transportation SDC credit for land dedicated outside a 30-foot right of
way at the rate of $24,000 per acre.
Agreement for Construction of Public Improvement Jasper Road - 3
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C. MILLAND PROPERTIES, LIMITED PARTNERSHIP on dedication to Lane County of
the right of way described in 1 A shall sell the real property which is approximately
13.03 acres, subject to a mutually agreed upon final acreage determination between.
the City of Springfield and MILLAND PROPERTIES, LIMITED PARTNERSHIP more
particularly described and set forth in Exhibit A-I and depicted at Parcels A, B, C and
D to the City of Springfield for the sum of $24,000 per acre. Said sale is under threat
of eminent domain. There will be no Trarisportation SDC credit applicable to the real
property described .in Exhibit A-I and sold by MILLAND PROPERTIES, LIMITED .
PARTNERSHIP provided in consideration for this sale.
2. McDouaal Brothers Investments ResDonsibilitv
A. MCDOUGAL BROTHERS INVESTMENTS hereby agrees to dedicate to Lane County
a 61 meter wide right of way for road and utility purposes as generally depicted in
location on Exhibit M. Said dedication document shall be executed upon request
from and at no cost to Lane County. As a partial consideration for the foregoing
dedication, City of Springfield shall provide McDougal Brothers Investments,
transportation SDC credit for land dedicated outside a 60 foot right of way at the rate .
of $24,000 per acre.
In addition to the 61 meter right of way as described above, MCDOUGAL BROTHERS
INVESTMENTS hereby agrees to dedicate to Lane County and/or the City of
. Springfield additional rightof way lying on the easterly side of said 61 meter right of
. way as needed to accommodate the more southerly of the two intersections to be
constructed to provide access to the extension. This intersection will be a permanent
access to the extension. The right of way to be dedicated to Lane County or the City
of Springfield will include additional fee title and/or slope easements necessary to
match the grade of the access road intersection with the grade of the connecting
road and adjacent land lying outside and easterly of the 61 meter right of way. The
purpose of Said additional dedications is to accommodate any fill slopes lying outside
of the 61 meter dedicated right of way that may be needed to accommodate the
currently-proposed at-grade intersection of the connector road and the extension, as
well as any overpass intersection which may be constructed in the future. As a
partial consideration for the foregoing dedication City of Springfield shall provide. .
MCDOUGAL BROTHERS INVESTMENTS transportation SDC credit for necessary;;lope
easements. .' ..
B. MCDOUGAL BROTHERS INVESTMENTS shall dedicate the on-site relocation of
Brand S. Road (a private road) as generally depicted on Exhibit AA as an approach
road to the intersection with the Jasper Road Extension alignment. It is understood
the access point on Jasper Road will remain as fixed, however, this road may be
relocated by MCDOUGAL BROTHERS INVESTMENTS subject to approval of City of
Springfield and Lane County. Dedication ofthe onsite relocation of Brand S Road
shall provide access to those parties currently using Brand S Road including but not
limited to that property presently known as: the Cornelius property, Map
Identification No. 18-02-10, Tax Lot 1300; the properties currently, ~~ytn as the
Agreement for Construction of Public Improvement Jasper Road - 4 yRI:-:>uBMITTAl REC'D
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Smejkal properties consisting of Map Identification No. 18-02-10, Tax Lots 1200,
1201,1001,1102,1103,1104, and 1100. Map Identification No. 18-02-11, Tax Lots
300,400,1600. Map Identification No. 18-02-15, Tax Lot 100; and, the Haley
property, Map Identification No. 18-02-10, Tax Lot 1002. MCDOUGAL BROTHERS
INVESTMENTS shall also provide access to Parcel B and will cooperate with Lane
County in developing an access to Parcel A on Exhibit AA.
Ci. Upon 120 days written notice from Lane County MCDOUGAL BROTHERS
INVESTMENTS shall remove all railroad improvements to be salvaged located within
the 61 meter dedicated right of way prior to project bid advertisement. Project
contractor will remove any remaining railroad improvements located within the 61
meter dedicated right of way.
Cii. Upon dedication to Lane County of the right-of-way described in Paragraph 2A,
the property described on Exhibit "B" to this Construction Agreement, Lane County
will pay McDougal $75,000.00 and Springfield will pay McDougal $375,000.00 which
McDougal will accept as total compensation for damages for the loss or relocation of
the railroad spur at its current location on McDougal properties and shall hold Lane
County and the City of Springfield harmless from any and all claims. Should the
relocation of railroad spur require a new switch on the UP main line, the City shall
compensate MCDOUGAL actual costs up to a maximum of an additional $47,900
recognizing the higher costs for turnout construction relocation and inflation of
construction costs arid design as depicted in April 11, 2003 estimates provided to
CrTYbyMCbOUGAL. .
Ciii. McDougal shall defend, indemnify, and hold harmless Lane County and City of
Springfield harmless from all claims of damages from any lessee of McDougal on
McDougal's property arising from the dedication of the 61 meter right of way and/or
construction of the project in the manner proposed.
D. MCDOUGAL BROTHERS INVESTMENTS shall supply to Lane County and City of
Springfield from its current lessee (at the time of execution of this Agreement) a
signed waiver of any leasehold interest and/or c1aim(s) of damage(s) due to the
dedication of a 61 meter wide right of way and/or construction of the project in the
manner proposed; and further, MCDOUGAL BROTHERS INVESTMENTS shall in_clu.de ..
in any lease with any future lessee a waiver of Lane County and the City of
Springfield of any leasehold interest and/or claim(s) of damage(s) due to the
dedication of a 61 meter wide right of way and/or construction of the project.
E. MCDOUGAL BROTHERS INVESTMENTS is responsible .for obtaining all wetlands
permits and mitigation necessary for MCDOUGAL BROTHERS INVESTMENTS to fulfill
its responsibilities for relocation of the railroad spur.
Agreement for Construction of Public Improvement Jasper Road - 5
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3. Crossroads Development LLC
A. CROSSROADS DEVELOPMENT LLC, hereby agrees to dedicate to Lane County a
61 meter wide right of way for road and utility purposes as generally depicted in
location on Exhibit AA. Said dedication document shall be executed upon request
from and at no cost to Lane County.
B. CROSSROADS DEVELOPMENT LLC, agrees to dedicate to Lane County the real
property described in Section 3A above. As partial consideration for the foregoing
dedication, City of Springfield shall provide Crossroads Development, LLC,
transportation SDC credit for land dedicated outside a 60 foot right of way at the rate
of $24,000 per acre.
4. Webb's Responsibility
A. WEBB hereby agrees to dedicate to Lane County a 61 meter wide right of way for
road and utility purposes as generally depicted in location on Exhibit AA. Said
dedication document shall be executed upon request from and at no cost to Lane
County. .
B. WEBB agrees to dedicate to Lane County the real property described in Section
4A above. As partial consideration for the foregoing dedication, City of Springfield
shall.provide Webb, transportation SDC credit for land dedicated outside a60 foot
right of way at the rate of $24,000 per acre. .
5. Smeikal Responsibility
A. JAMES A. SMEJKAL hereby agrees to dedicate to Lane County right of way for
road and utility purposes as generally depicted in location on Exhibit AA. Said
dedication document shall be executed upon request from and at no cost to Lane
County. In consideration therefore, City of Springfield shall provide Smejkal
transportation SDC credit for all property dedicated in excess of 60 foot right of way
at the rate of $24,000 per acre.
6. City of Sprinqfield Responsibilities
A. The right of way for Jasper Road Extension shall be as generally depicted in
location on Exhibit AA. See Exhibit AA attached hereto and incorporated herein by
reference.
B. Provide coordination and assistance to Lane County in carrying out its
responsibilities under Paragraph 7.
C. Work with County to assure construction of Jasper Road Extension.
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D. Provide Transportation SDC credit of $24,000 per acre for all right of way.
required to be dedicated which is in excess of 60 feet width, as specified in
paragraph 1B, 2B, 3B, 4B, and SA. These SDC credits shall run with the land, not
the property owner.
E. Coordinate with each property owner who is a party to this agreement a vehicle
access plan of a future local and collector street layout which will provide access to .
Jasper Road Extension via an intersection to be constructed as part of project. At a
minimum, access to the extension will include two intersections, as generally
depicted on Exhibit AA, between its intersection with Mount Vernon Road arid its
intersection with Jasper Road.
F. Upon dedication of the right of way described in 1 A to Lane County acquire the .
real property more particularly described and set forth in Exhibit A-1 depicted as
. Parcels A, B, C and D from MILLANE> PROPERTIES UMITED PARTNERSHIP on the
terms and conditions specified in Section 1 C, and provide to MILLAND PROPERTIES
UMITED PARTNERSHIP access from the southerly intersection ofthe extension to its
real property described in Exhibit A following the transfer of the real property
described in Exhibit A-1 to Lane County at grade and comparable to access provided
to other parties hereto.
G. Upon dedication to Lane County of the right-of-way described in Paragraph 2A,
. ,
the property described on Exhibit "B" to this Construction Agreement, Lane County
will pay McDougal $75,000.00 and Springfield will pay McDougal $375,000.00 which
McDougal will accept as total compensation for damages for the loss or relocation of
the railroad spur at its current location on McDougal properties and shall hold Lane
County and the City of Springfield harmless from any and all claims. Should the
relocation of railroad spur require a new switch on the UP main line, the City shall
compensate MCDOUGAL actual costs up to a maximum of an additional $47,900
recognizing the higher costs for turnout construction relocation and inflation of
construction costs and design as depicted in April 11, 2003 estimates provided to
CITY by MCDOUGAL.
7. County ResDonsibilities
A. Pay McDougal Brothers Investments a sum of $75,000 as total compensation for
damages,. if any, due to the loss of the railroad spur at its current location.
B. Construct a permanent approach road intersection and temporary re-routing of
Brand S Road (a private road) as generally depicted on EXhibit AA.
e. Acquisition and development of all wetlands mitigation and conservation
easement site(s) for the Jasper Road Extension to the extent reasonably practical. It
is understood that all wetlands mitigation shall be consistent with requirements
imposed by the Division of State Lands and the Army Corps of Engi~~,!:SS
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D. Work with the City to assure commencement of construction of Phase Iof the
Jasper Road Extension, no later than December 31,2007.
E. Provide funding and staffing for preparation of construction plans and
specifications, acquisition of other necessary real property interests, and
administration of construction of a two lane roadway facility.
. .
F. In further consideration for the dedication of all right of way as specified in
Paragraph 1B, 2B, 3B, 4B and SA, County agrees that no property owner who is a
party to this agreement, or their heirs, successors and assigns will be assessed for
the construction cost of the two lane roadway facility.
G. Upon dedication to lime County of the right-of-way described in Paragraph 2A,
the property described on Exhibit "B" to this Construction Agreement, Lane County
will pay McDougal $75,000.00 and Springfield will pay McDougal $375,000.00 which
McDougal will accept as total compensation for damages for the loss or relocation of
the railroad spur at its current location on McDougal properties and shall hold Lane
County and the City of Springfield harmless from any and all claims. Should the
relocation of railroad spur require a new switch on the UP main line, the City shall
compensate MCDOUGAL actual costs up to a maximum of an additional $47,900
recognizing the higher costs for turnout construction relocation and inflation of
construction costs and design as depicted in April 11, 2003 estimates provided to
CTIY by MCDOUGAL.
8. General Reauirements
A. RUN WITH THE LAND/PERPETUAL. . It is the intent of the parties that the
considerations set forth herein are not personal but shall touch and concern
the land more particularly described and set forth in Exhibits A, B, C, D, and E are
perpetual and reciprocal, and shall run with the land and shall be binding upon the
respective heirs, successors, and assigns of each of the parties hereto. .
B. NO WAIVER. Nothing herein should be construed as providing a waiver or
release of any of the parties hereto from applicable requirements of the Springfield
Municipal Code and the Springfield Development Code regarding any development
application for which approval is sought for the properties more particularly
described in Exhibits A, B, C, D, and E attached hereto and incorporated by
reference, provided however, this agreement does provide the basis for the SDC
credit and generally describes the location of the Jasper Road Extension so that the
parties hereto know that location, and can plan for the development of their
respective properties in accordance with that location.
C. SECTION HEADINGS. The titles to the paragraphs of this agreement are solely
for the convenience of the parties and shall not be used to explain, modify, simplify, .
or aid in the interpretation of the provisions of this agreement.
Agreement for Construction of Public Improvement Jasper Road - 8
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D. EXEClJTlON BY COUNTERPARTS. This agreement may be executed in any
number of counterparts, each of which shall be deemed to be an original, but all of
which together shall constitute the same instrument.
E. WANER. It is the intent of the parties to this agreement to provide both short-
term and long-range safe and.adequate access and the provision of utilities sufficient
to meet the traffic and utility needs generated by their respective pending and
anticipated development proposals in the Natron Site. The parties acknowledge that
it may be that the improvements provided by each respective party may not meet
the requirements of the tests articulated in Dolan v. City of Tlgard. Nevertheless,
each party to this agreement believes that this agreement reflects a decision which is
in the best interests of that party and of all parties. Accordingly, each party to this .
agreement hereby waives and releases any and all rights, causes of action and
claims it may have under the principles of law established by Dolan v. City of Tigard
with respect to this agreement, the dedication of the right of way or the provision of
any publiC improvements which are required by the terms of this agreement.
F. VACATION POTENTIAL. Parties agree that if at least two lanes of Jasper Road .
Extension as delineated on Exhibit M attached hereto and incorporated herein are
not actually constructed from Mount Vernon Road to Jasper Road by January 1, 2010
that for any portion of the property dedicated by the parties hereto which is outside
the 50-foot in width right of way, the dedication for such outside right of way portion
will expire and be vacated upon written request of owner.
G. TRANSFER TO CITY OF 50-FOOT RIGHT OF WAY. In the event that the County
has not actually constructed two lanes of Jasper Road Extension as delineated on
Exhibit M attached hereto and incorporated herein by reference from Mount Vernon
to Jasper Road by January 1, 2010, the County shall convey the property to such
dedicated right of way to the City of Springfield. It is the intent of this conveyance
that such right of way provide transportation access for development proposals .
submitted to the City of Springfield regarding the property more particularly .
described and set forth in Exhibits A, B, C, D, and E attached hereto and
incorporated herein by reference.
H. TERMINATION OF ENFORCEABILITY. Signed agreements by individualovyne.rs
shall be enforceable only if all the other named owners have also signed agreements.
In any event all rights and obligation under this agreement shall be null and void if
said agreement has not been accepted by City and County. In addition, County may
terminate agreement(s) upon delivery of written notice to the other parties hereto if
federal or state regulations or guidelines are modified, changed, or interpreted in
such a way that County determines the project not to be feasible.
1. SEWER LINES. If any of the parties hereto desire to place sewer dry lines under
the proposed Jasper Road Extension, the parties agree to coordinate with Lane
County to assure tl)e placement is not in conflict with the proposed road construction
project. Owner(s) shall work with the City regarding determination of placement and
Agreement for Construction of Public Improvement Jasper Road - 9 PRE-SUBMITIAl REC'D
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cost of such sewer dry lines. Said agreement(s) between City and propertY owner(s)
shall be completed at least four months prior to project bid advertisement.
Penetration of the asphalt concrete roadway surface for the installation of sewer lines
will not be permitted for a period of five years from date of project completion.
J. SITE STUDY. It is understood that City and County may engage consultants or .
engineers of their choosing to conduct site studies on the proposed right of way,
City and County or their agents shall h1lVe the right to enter the property at .
reasonable times to make such tests, inspections, studies, and other investigations
as required by state and federal agencies for issuance of all necessary environmental
permits for project. Failure to obtain all necessary environmental permits for project
may terminate this agreement and in such event shall vacate any property donated' .
or dedicated by any party pursuant to this Agreement.
K. MERGER CLAUSE .
This agreement and attached Exhibit(s) constitute the entire agreementbetweeh the
parties. No waiver, consent, modification or change of terms oUhis agreement shall .
bind either party unless ,in writing and signed by both parties. Such 'waiver, consent,
modification or change, if made, shall be effective only in the specific instance and
for the specific purpose given. There are no understandings, agreements, or
representations, oral or written, not specified herein regarding this agreement.
L.HOLD HARMLESS., .
'To the extent allowable by the Oregon Constitution and limitations of the Oregon" . .
Tort Claims Act, each of the parties hereto agrees to indemnify and save the other
harmless from any claims, liability or damages resulting from any error, omission or
act of negligence on the part of the indemnifying party, its officers, agents or
employees relative to the responsibilities of the indemnifying party in performance of
this agreement. .
Milland Properties, Limited Partnership
. By LMG, LLC, a General Partner
By l..t-A.,)--i..~~
L. M. Giustina, member
James A. Smejkal
Norm McDougal
McDougal Brothers Investments
Melvin McDougal
McDougal Brothers Investments
Hayden Watson Gordon Webb
Agreement for Construction of Public Improvement Jasper Road - 10
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cost of such sewer dry lines; Said agreement(s) between Oty and property own~r{s)
shall be completed at least four months prior to project bid advertisement.
Penetration of the asphalt concrete roadway surface for the installation of sewer lines
will not be permItted for a period of five years from date of proje.ct completion.
J. SITE STUDY. It is understood that Oty and County may engage consultants or
engineers of their choosing to conduct site studies on the proposed right of way.
City and County or their agents shall have the right to enter the property at
reasonable times to make such tests, Inspections, studies, and other Investigations
as required by state and federal agencies for Issuance of all necessary environmental
permits for project. Failure to obtain all necessary environmental permits for project
may terminate this agreement and In such event shall vacate any property donated
or dedicated by any party pursuant to this Agreement.
K. MERGER CLAUSE
This agreement and attached EXhiblt(s) constitute the entire agreement between the
partIes. No waiver, consent, modlflcatlon or change of terms of this agreement shall
bind either party unless in writing and signed by both parties. Such waiver, consent,
modification or change, if made, shall be effective only in the specifiC instance and
for the specifiC purpose given. There are no understandings, agreements, or
representations, oral or written, not specified herein regarding this agreement.
L. HOLD HARMLESS
To the extent allowable by the Oregon Constitution and limitations of the Oregan
Tort Claims Act, each of the parties hereto agrees to Indemnify and save the other
harmless from any claims, liability or damages resulting from any error, omission or
act of negligence on the part of the indemnifying party, its officers, agents or
employees relative to the responsibilities of the indemnifying party in performance of
this agreement. "
By
L. M. Glustlna, member
Mllland Propertes, limited Partnership
. By LMG, LLC, a General Partner
Norm McDougal
McDougal Brothers Investments
Melvin McDougal
McDougal Brothers Investments
Hayden Watson Gordon Webb
Agreement for Construction of Public ImprovementJasper R02ld . 10
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cost of such sewer dry lines. Said agreement(s) between City and propertY owner(s)
shall be completed at least four months prior to project bid advertisement.
Penetration of the asphalt concrete roadway surface for the installation of sewer lines
will not be permitted for a period of five years from date of project completion.
J. SITE STUDY. It is understood that City and County may engage consultants or
engineers of their choosing to conduct site studies on the proposed right of way. ...
City and County or their agents shall h~lVe the right to enter the property at
reasonable times to make such tests, inspections, studies, and other investigations
as required by state and federal agencies for Issuance of all necessary environmental .
permits for project. Failure to obtain all necessary environmental permits for project .
may terminate this agreement and in such event shall vacate any property donated .
or dedicated by any party pursuant to this Agreement.
K. MERGER CLAUSE .
This agreement and attached Exhibit(s) constitute the entire agreementbetweeh the.
parties. No waiver, consent, modification or change of terms orthis agreement shall .
bind either party unless in writing and signed by both parties. Such .waiver, consent,.
modification or change, if made, shall be effective only in the specific instance and
for the specific purpose given. There are no understandings, agreements, or
representations, oral or written, not specified herein regarding this agreement
L.HOLD HARMLESS . .. . .. . .
To the extent allowable by the Oregon Constitution and limitations of the Oregon
Tort Claims Act, each of the parties hereto agrees to indemnify and save the other
harmless from any claims, liability or damages resulting from any error, omission or
act of negligence. on the part of the indemnifying party, its officers, agents or
employees relative to the responsibilities of the indemnifying party in performance of
this agreement. .
Milland Properties, Limited Partnership
. By LMG, LLC, a General Partner
By
L. M. Giustina, member
. James A. Smejkal
~a- ~)} e
Norm McDougal
McDougal Brothers Investments .
~~~)) /
M vin McDougal ~
McDougal Brothers Investments
Hayden Watson Gordon Webb
Agreement for Construction of Public Improvement Jasper Road - 10
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cost of such sewer dry lines. Said agreement(s) between City and property owner(s)
shall be completed at least four months prior to project bid advertisement.
Penetration of the asphalt concrete roadway surface for the installation of sewer lines
will not be permitted for a period of five years from date of project completion.
J. SITE STUDY. It is understood that City and County may engage consultants or
engineers of their choosing to conduct site studies on the proposed right of way.
City and County or their agents shall have the right to enter the property at
reasonable times to make such tests, inspections, studies, and other investigations
as required by state and federal agencies for issuance of all necessary environmental
penmits for project. Failure to obtain all necessary environmental penmlts for project
may terminate this agreement and in such event shall vacate any property donated
or dedicated by any party pursuant to this Agreement.
K. MERGER CLAUSE
This agreement and attached Exhibit(s) constitute the entire agreement between the
parties. No waiver, consent, modification or change of terms of this agreement shall .
bind either party unless in writing and signed by both parties. Such waiver, consent,
modification or change, if made, shall be effective only in the specific instance and
for the specific purpose given. There are no understandings, agreements, or
representations, oral or written, not specified herein regarding this agreement.
L. HOLD HARMLESS
To the extent allowable by the Oregon Constitution and limitations of the Oregon
Tort Claims Act, each of the parties hereto agrees to indemnify and save the other
hanmless from any claims, liability or damages resulting from any error, omission or
act of negligence on the part of the indemnifying party, its officers, agents or
employees relative to the responsibilities of the indemnifying party in performance of
this agreement.
Milland Properties, Umited Partnership
By LMG, LLC, a General Partner
By
L. M. Giustlna, member
James A. Smejkal
Norm McDougal
McDougal Brothers Investments
Melvin McDougal
McDougal Brothers Investments
/~?~ \-\0.",,- '-.is..&. Gordon Webb
Agreement for Construction of Public Improvement Jasper Road - 10
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cost of such sewer dry lines. Said agreement(s) between City and propertY owner(s)
shall be completed at least four months prior to project bid advertisement. .
Penetration of the asphalt concrete roadway surface for the installation of sewer lines
will not be permitted for a period oHive years from date of project completion. .
J. SITE STUDY. It is understood that City and County may engage consultants or .
engineers of their cnoosing to conduct. site studies on the proposed right of way. .
City and County or their agents shan have the right to enter the property at
reasonable times to make such tests, inspections, studies, and other investigations
as required by state and federal agencies for issuance of all necessary environmental
permits for project. Failure to obtain all necessary environmental permits for project
may terminate this agreement and in such event shall vacate any property donated '.
or dedicated by any party pursuant to this Agreement.
K. MERGER CLAUSE . .
This agreement and attached Exhibit(s) constitute the entire agreement between the
parties. No waiver, consent, modification or change of terms ofthis agreement shall
bind either party unless in writing and signed by both parties. Such 'waiver, consent,
modification or change, if made, shall be effective only in the specific instance and
for the specific purpose given. There are no understandings, agreements, or
representations, oral or written, not specified herein regarding this agreement. .
L.HOLD HARMLESS
To the extent allowable by the Oregon Constitution and limitations of the Oregon
Tort Claims Act, each of the parties hereto agrees to indemnify and save the other
harmless from any claims, liability or damages resulting from any error, omission or
act of negligence on the part of the indemnifying party, its officers, agents or
employees relative to the responsibilities of the indemnifying party in performar)ce of
this agreement.
MilIand properties, Umited Partnership
. By LMG, lLC, a General Partner
By .
L. M. Giustina, member
James A. Smejkal
Norm McDougal
McDougal Brothers Investments
Melvi cDougal
Mc ou al Brothers Investments
PRE-SUB[y1l1TAL REC'O .
DEC:? 9 2010
Hayden Watson ordon ebb
Agreement for Construction of Publiclmprovement Jasper Road - 10
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-'. .'
tJ~Q.d~a:ki- ro.{/~6~
Lane County -'
STATE OF OREGON )
)ss
County of Lane County )
APPR-('Vr::O AS 10 FORM
Df~E t'- //-<77' lane c~~~,~,:~
~~ ~>,ij
. OFFtCE OF LE~J~ DUNS~~ ~.
Personally appeared the above named L. M. Giustina, member of LMG, llC, a
General partner for Milland Properties and acknowledged the foregoing instrument to
be a voluntary act and deed on this .2Jd. day of ~ 20~.. . .....
. OFFICiAl SEAL ~AA.0 &AU;..p~l . '.
. KRlsnNA L BISWElL 0 ry Public for Oregon
. NOTARY PUBUC-OREGoN .. . "
'../ COMMISSION NO. 344016 My Commission ExPlres:~~ ~
MY COMMISSION EJIflRES PI'I1IL 2!l. 1005 .
.....
STATE OF OREGON ) .
) ss
County of Lane County )
. Personally appeared the above named Norman McDougal, a General partner for
McDougal Brothers Investments and acknowledged the foregoing instrument to be a
voluntary act and deed on this ~ day of . 20_. .
Notary Public for Oregon
My Commission Expires:
.-:-'-.-" .
PRE-SUBMITTAL REC'D
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Agreement for Construction of Public Improvement Jasper Road - 11
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Crossroads Development lic
By: By:
City of Springfield Lane County
STATE OF OREGON )
)ss
County of Lane County )
Personally appeared the above named L. M. Giustina, member of LMG, LLC, a
General partner for Milland Properties and acknowledged the foregoing instrument to
be a voluntary act and deed on this _ day of . . 20_. . .
Notary Public for Oregon
My Commission Expires:
STATE OF OREGON ).
)55
County of Lane County )
Personally appeared the above named Norman McDougal, a General partner for
McDougal Brothers Investments and acknowledged the foregoing instrument to be a
voluntary act and deed on this.3AL. day of fd-PJ. .2003. .
~ ~~
"~.' . OFFICIAl SEAL Nota~for Oregon _.
"N~~~~=~N .MY Commission Expires: ~s .
'.' COMMISSION NO. 345760
Mf COMMISSION EXFlRES MAY 13, 2005
PRE-SUBMITTAL RECIO
- DEe 9 2010
Agreement for Construction of Public Improvement Jasper Road - 11
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STATE OF OREGON )
) ss
County of Lane County )
Personally appeared the above named Melvin McDougal; a General partner for .
McDougal Brothers Investments and acknowledged the foregoing Instrument to be a .
voluntary act and deed on thisU dayof M- . .' . 20@. .... . '.
. .
.:i~ J~~ltm~~ER ~ .
8; NOTARY PUBUG-QREGON
\.. ../ COMMISSION NO. 345760
. MY COMMISSION EXPIRES fMY 13, 2005
Nota blic for Oregon ~I .; /,
My Commission Expires:~.5 .
STATE OF OREGON )
) ss
County of Lane County ) .
Personally appeared the above named James A. Smejkal and acknowledged the
foregoing instrument to be a voluntary act and deed on this _ day of
.20_,
Notary Public for Oregon
My Commission Expires:
STATE OF OREGON )
pH. . )ss
County of Lane County)
Personally appeared the above named Hayden Watson, authorized officer of
Crossroads Development LLC, and acknowledged the foregoing instrument to be a
"oluntary act and deed on this _ day of .'20_.
Notary Public for Oregon
My Commission Expires:
PRE.SUBMITTAL REC'D
Agreement for Construction of Public Improvement Jasper Road - 12 DEe . 9 2010
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STATE OF OREGON )
) ss
County of Lane County )
Personally appeared the above named Melvin McDougal, a General partner for
McDougal Brothers Investments and acknowledged the foregoing instrument to be a
voluntary act and deed on this _ day of , 20_,
Notary Public for Oregon
My Commission Expires:
STATE OF OREGON )
) ss
County of Lane County ) ,
Personally appeared the above named James A. Smejkal and acknowledged the
foregoing Instrument to be a voluntary act and deed on this A- day of
;:)~ ' 2002,
. llFACIAlSEAL
, . DEBBIE BEBEREIA
. . : NOTARY PUBUC' OREGON
\, ,/ COMMISSION NO. 350732
'.' U\' COMMISSIDN EXPIRES OCTOBER 10. !IlO5
D..c,~ ~~
Notary Public for Oregon
My Commission Expires: I 0/'0/05
Sf ATE OF OREGON )
) 5S
County of Lane County )
Personally appeared the above named Hayden Watson, authorized officer of
Crossroads Development LLC, and acknowledged the foregoing instrument to be a
voluntary act and deed on this _ day of . 2.0_,
Notary Public for Oregon
My Commission Expires:
Agreement for Construction of Public Improvement Jasper Road - 12
PRE-SUBMllTAL REC'O
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STATE OF OREGON )
) ss
County of Lane County )
Personally appeared the above named Melvin McDougal, a General partner for
McDougal Brothers Investments and acknowledged the foregoing instrument to be a
voluntary act and deed on this _ day of . 20_.
Notary Public for Oregon
My Commission Expires:
STATE OF OREGON )
) ss
County of Lane County )
Personally appeared the above named James A. Smejkal and acknowledged the
foregoing instrument to be a VOluntary act and deed on this _ day of
.20_.
Notary Public for Oregon
My Commission Expires:
STATE OF OREGON )
j)esckh?5 ) ss
County of I:8Re County )
t--\o..~ '" '-l,^"",-""".~
Personally appeared the above named W~':r''.?n \~eA, au orized officer of
Crossroads Development LLC, and acknowledged the foregoing instrument to be a
voluntary act and deed on this 2 day of ~ . 20D3.
~ ~f?~
Notary ubi c for Oregon
My Commission Expires: ~ I) ;J0t>7
OFFICIAL SEAL
BETTY J POWELL
NOTARY PUBLIC - OREGON
COMMISSION NO. 369199
MY COMMISSION EXPIRES JUN. 1.2007
Agreement for Construction of Public Improvement Jasper Road - 12
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Sf ATE OF OREGON
. OFFICiAl SEAL
JULIE M WILSON
\. i NOTARY PUBLIC - OREGON
\... ....... COMMISSION NO. 34B848
NY COMMISS1OIl.EXPIII!S AU&. 11 ZOOS
)
) 55
County of Lane County )
Personally appeared the above namedC,bL ~D. . . .as '. . ....
(J,uA) . frIJ"A.c...f..MAor Lane County and ac~wledged t;bt;foregoinginstrlUnent
to be his/her voluntary act and deed on this ~ -4:1ay of ~ 20t!:f.
. ,fjs~ (): .
Notary Public for Orego
My Commission Expires:
Sf ATE OF OREGON
. OFFICIAL SEAL
;..; MELISSA A ZIMMER
..... NOTARY PUBLIC-OREGON
COMMISSION NO
MY COMMISSION EXPIRES JUNE 3858131
,2008
Agreement for Construction of Public Improvement Jasper Road - 13
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Sf ATE OF OREGON )
)ss
County of Lane County )
. Personally appeared the above named . . .. . as..
.. .. . for City of Springfield arid acknowledged the foregoing
instrument to be his/her voluntary act and deed on this ~ day of
20_.
Notary Public for Oregon
My Commission Expires:
,
, .
Sf ATE OF OREGON )
) ss
County of Lane County )
... Personally appeared the above named .. .... . . .. . . .as.. .. ..
.. . . . . ... for Lane County arid acknowledged the foregoing instrument
to be his/her voluntary act and deed on this _ day of . 20-,-.
Notary Public for Oregon
My Commission Expires:
STATE OF OREGON
County of La. ~
)
) ss
)
Personally appeared the above named Gordon Webb and ackl10wledged the
fore 01 Instrument to be a voluntary act and deed on this :r:aay of _
, 2003. I ) . .
~~f. Cl4
. ~fftFE Notary Public for Oregon
\...' ~=s~J~~~~ My Commission Expires:<f-:1-7-o5
IIl'lIQI!MISSIlJIDPIREli 5!PIfMBSlzr.lIIJ5
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Agreement for Construction of Public Improvement Jasper Road - 13
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EXHIBIT "A"
Milland Properties, Limited Partnership
. 18-02-10 TL 200 ..
Beginning at an iron pipe (Brass Cap) marking the Northwest comer of the J. LOONEY DONA T10N LAND
CLAIM NO. 39 in Township 18 South, Range 2 West of the Willamette Meridian and thence Eas1734.20 feet
to the True Point of Beginning; thence East 59122 feet; thence South 246.12 feet; thence South 82' 16' 30"
West 303.54 feet; thence South 69' 21' 15" West 784.55 feet; thence North 30' 45' 39" West 352.93 feet;
thence South 57' 39' 45" West 200.00 feet to the Easterly Right of Way Line of the Southern.Pacific Railroad;. .
thence North 32' 44' 30" West 81.77 feet along the Easterly Right of Way Line ofthe.Soufuem Pacific
Railroad; thence North 33' 09' West 1494.59 feet along the Easterly Right of Way Line of the Soothem Pacific
Railroad; thence North 56' 04' 30" East 569.77 feet; thence North 640 09' 30" East 205.20 feet; thence South
15' 36' 30" East 461.70 feet; thence North 74018' 30" East 766.90 feet; thence South 6' 50' 30" East 1 131.10
feet to the True Point of Beginning, in Lane County, Oregon. .
Page 1 of 5 DESCRIPTION OF ENTIRE PARCEL
1216-07 JasperRoadExtension- rr/jes - 6/2612003
18-02-10 200
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EXIllBIT "B"
McDougal Bros. Investments
18-02-10TL 900.
Beginning at an iron pipe marking the Northwest comer of the J. Looney Donation Land Claim No. 39, in
Township 18 South, Range 2 West of the Willamette Meridian; thence East 1325.42 feet along a fence line
marking the North line of said Donation Land Claim No. 39 to a point marked by an iron pin and being
designated as point "A" on the "Survey for Gordon Tripp" prepared by Follett & Ford, bearing the date June
1954, and bearing job number 194.1, said point being the true point of beginning; thence So.uth 246.12 teet to
an iron pin set in an existing fence line; thence South 82016 'h' West 303.54 feet along said fence line to a
point marked by an iron pin, said point being designated "B" on said survey; thence South 690 21 \4' West
734.55 feet to a point designated as point "C" on said survey; thence South 690 21 W West 50 feet to the
Southern Pacific Railroad right of way pin, said point being designated "D" on said survey; thence South 580
57' West 170.48 feet along the existing Southern Pacific Railroad right of way fence line to an iron pin set in
corner thereof, said point being designated "E" on said survey; thence Southeasterly along a line concentric . .
with and 80 feet distant from the center line of the Southern Pacific Railroad as originally surveyed and .
following along said fence to a point, said point being designated "F" on said survey, marked by an iron pin
which bears South 270 07 'h' East 367.70 feet from the last described point; thence following along a series of
lines, (the angle point of which are marked by iron pins) each of which is 15 feet Northerly from the center line.
of an existing roadway, the following courses and distances: South 640 52 Yz' East 52.55 feet; thence South 560
.31'.East 59.54 feet; thence South 61000' East 72.68 feet; thence South 770 43 \-S' East 69.14 feet; thenCe North
820 24 ~' E.ast52.54 feet; thence North 590 57 %'. East 75.20 feet; thence Nortli 610 38 lI,' East 97.43 feet;.
thence South 890 36 Yz' EastB 10.74 feet along an eXisting fence line to an iron pin set in the comer.thereof;
thence North 00 21 Yz' East 1001.94 feet along an existing property line fence to an iron pin set in the corner
thereof; thence West 734.69 feet along the old fence marking the North line of said Donation Land Claim No.
39 to the true point of beginning, in Laoe County, Oregon.
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Page 2 of 5
1216-06
DESCRIPTION OF ENTIRE PARCEL
Jasper Road Extension - rr/jes - 6/26/2003
18-02-10 900
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EXBlBIT "C"
Crossroads Development Inc.
18-02-03 TL507 .
Parcell, Land Partition Plat No. 99-P1279, as platted and recorded in Lane County Partition Records in Lane
County, Oregon.
EXCEPTING THEREFROM: the Plat of JASPER MEADOWS, a Replat of a portion of Parcel I of Land
Partition Number 99-PI279, County Survey Filing Number 37396.
ALSO, EXCEPTING THEREFROM: the Plat of JASPER MEADOWS, FIRST ADDITION, a Replat of a
portion of Parcel I of Land Partition Number 99-P1279, County Survey Filing Number 37786.
.'-~_.~
Page 3 of 5
1216-10
DESCRIPTION OF ENTIRE PARCEL
Jasper Road Extension - rr/jes - 6/2612003
18-02-03 TL 507
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EXHIBIT "D"
Gordon Webb
18-02-10 TL Hio
18-02-09 TL 100
All of the following lying East of County Road No. 266:
The South half of the Southwest quarter of Section 2; the Southeast quarter of the Southeast quarter of Section .
3; Lot 1 in Section 11; Lot 7 in Section 10. . .
ALSO: Commencing at the Northeast comer of John C. Looney Donation Land Claim No. 39, in Section II,
running thence North 890 41' West 47.78 chains; thence West to a point North of the Northwest comer of Lot
4, in Section 9; thence South to the Northwest comer of said Lot 4, thence East 97.78 chains; thellCe North
10.70 chains, more or less to the place of beginning, all in Township 18 South, Range 2 West of the \Villamette
Meridian, in Lane County, Oregon.
ALSO: Lot 6 in Section 10; Lots 2, 3 and 4 in Section 9; and commencing 1O.70'chaiIliNorth of the Easterly
Southeast comer of the John Smith Donation Land Claim No. 48, in Section 10 and running thence North 27.05
chains; thence West to the west line of said claim; thence South on the West line of said claim;to a point West
of the place of beginning, thence East to the place of beginning.
ALSO: Beginning on the West line of said Donation Land qaim No. 48, at the Northeast comer of Lot 9, in
Section 9; running thence South 20 chains; thence East to the East line ofthe ell of said Donation Land Claim
No. 48; thence North 20 chains; thence West to the place. of beginning, all in TO\ynship 18 South, Range 2 West
of the Willamette Meridian,ill Lane County, Oregori. '. .. ..' .... .
. EXCEPT: Fr~m the above described property that certain tract conveyed toOregoni";' Railroad Company by .
deed recorded August 27, 1890, at page 163 of Volume 25, Lane County Oregon Deed Records.
EXCEPT: That certain tract conveyed to the Oregon and California Railroad Company by deed recorded
Marcb 27, 1891 at page 55 of Volume 29, Lane County, Oregon.
EXCEPT: The following described premises, to-wit: Beginning at a point on the West line of the John Smith
Donation Land Claim No. 48, in Township 18 South, Range 2 West oftbe Willamette Meridian, 37.25 cbains
Soutb oflbe Northwest comer of said claim, and running thence Soutb along the West line of the claim, 29.18
chains, more orless, to a point 30 feet South of the Northeast comer of Lot 9 of Section 9 of same Township;
thence East 30 feet; thence North 29.18 cbains, more or less, to a point due East of the point of beginning,
thence west 30 feet to the place of beginning all in Lane County, Oregon.
EXCEPT: That certain tract ofland conveyed to Mt. June Forest Products Co. by deed recorded April 12, 1947,
in Book 345, Page 539, Lane County Oregon Deed Records.
EXCEPT: That certain tract of land conveyed to WeyerhaeuserTimber Company, a Washington corporation,
and the Booth _ Kelly Lumber Company, an Oregon corporation, recorded July 22, 1947, in BOoi(3'52, Page'
234, Lane County Oregon Deed Records.
EXCEPT: That portion described in deed to Southern Pacific Company, recorded May 18, 1954, Reception No.
29826, Lane County Oregon Records.
Page40f 5
1216-08
1216,09
DESCRIPTION OF ENTIRE PARCEL
Jasper Road Extension - rr/jes - 6/2612003
18-02-09 100, 18-02-10 100
PRE.SUBMITTAl RECIO
. DEe 9 2010
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Exm::BIT "E"
James A. Smejkal
18-02-10 TL 1301
All that part of a strip ofland 70 feet in width abutting the Easterly right of way line of the Southern Pacific
Railroad that lies within the boundaries of the following: Beginning at a point in the South line of the John C.
Looney and wife Donation Land Claim No. 39, Notification No. 7423, in Township 18 South, Ran5e 2 West of
theWillamette Meridian, 9.31 chains East of the Southwest comer thereof; and running thence East 9.29 chains;
thence North 18.87 chains; thence West 7.09 chains; thence Southwesterly for about 5 chains I1Jld thence' ."
Northwesterly about 7 chains following the North line of a 30 foot roadway to the Northeast comer of the land
conveyed by Mary F. Smith to David Allison and Mary F. Allison on August 17, 1922 by deed recorded on
Page 557 of Volume 132, Lane County Oregon Deed Records; thence South 25047' East 4.60 chains; thence
South 36053' East 3.43 chains and thence South 18055' East 12.67 chains to the place of beginning, in Lane
County, Oregon. '
PRE-SUBMIllAl REC'O
DEe 9 2010
Page 5 of 5
1216~15
DESCRIPTION OF ENTIRE PARCEL
Jasper Road Extension - rr/jes - 6/2612003
18-02-10 1301
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~~ JASPER ROAD EXTENSION
PROJECT 0VERVItw' MAP
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DEPNmlEHT OF PUeUC WORKS
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SUBMITrAl REC'O
DEe 9 2010
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A.. 4.67 Acres
B .. 2.36 Acres
C.- 1.71 Acres
D .- 4.28 Acres
"
400 FeetPRE..rrAL RfC'f)
DEe. 9 2010
o
200
~ J..
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11< #8
ANNEXATION AGREEMENT
This Annexation Agreement ("Agreement") is made between the City of Springfield, an
Oregon municipal corporation ("City") and Crossroads Development, LLC ("CROSSROADS").
RECITALS
A. CROSSROADS owns the parcels ofland legally described in Exhibit A, the Property, and
shown on the map attached as Exhibit B. The property is proximate to the jurisdictional
limits of the City and is subject to annexation by the Lane County Local Government
Boundary Commission ("Boundary Commission') following minor boundary change
processes.
B. CROSSROADS has submitted to the City an Annexation Application Journal No.
LRP2004-00028, dated October 7,2004, for Assessor's Map No. 18-02-03-00 (Detail Map
#1), Lot 00507 (portion) ("Property").
C. CROSSROADS wishes to annex the Property to the City and seeks support from the City
for the annexation before the Boundary Commission. The Springfield Common Council has
adopted Resolution No. _ conditionally supporting the annexation "contingent upon the
execution of an annexation agreement satisfactory to the City of Springfield."
D. The Property is currently designated as Low Density Residential on the Metro Plan and is
zoned LDRIUF- 10 according to the Springfield Zoning Map. CROSSROADS has received
approval of a Master Plan, Case Number LRP2004-00014, for the phased residential
development of 67.2 acres
E. CROSSROADS has previously annexed three development areas into the City that are
contiguous to the Property. These prior annexations are commonly known as Jasper
Meadows (Journal No. 1999-09-0226), Jasper Meadows, First Addition (Journal No.
LRP2002-01-0018) and Jasper Meadows Second Addition (Journal No. LRP2003-00001).
The Property is commonly known as the Jasper Meadows Master Plan.
F. Annexation ofthe Property requires a showing under SDC 6.030(2) that the Property can be
provided with the minimum level of key urban facilities and services as defined in the Metro
Plan Policy 8a, p.1I-B-4, and such showing is supported by the substantial evidence in the
record of the proceeding on this annexation. City staff has determined the minimum level of
key urban services is currently available to the Property with the exception of long-term
/'
After Recording, Return to:
DI~lslon of Chief Depuly Clerk
Lane Counly Deeds and Records
"
~OO~.~I~~~
$66.00
City of Springfield
Public Works Department
225 Fifth Street
Springfield, OR 97477
Attn: Engineering Division
1111111111111111111111111111111111111111111111111
00672418200500145450110112
03/02/2005 11:30:20 AM
RPR-ANNX Cnl=1 Sln=1 CASHIER 05
$55.00 $11.00
PRE-SUBMITTAL REC'D
DEe 9 2010
ANNEXATION AGREEMENT-Page I of8
(Revision Dale: 2/10105)
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public sanitary sewer service and fire and life safety services that fully meet City Standards.
The purpose of this Agreement is to memorialize CROSSROADS' and City's commitment
and agreement to the allocation of financial responsibility for public facilities and services
for the property and other users of the facilities, sufficient to meet the City's requirements
for the provision of key urban services, including long-term public sanitary sewer,
stormwater, and fire and life safety services, necessary for an affirmative City
recommendation for the annexation request.
G. A public sanitary sewer system with sufficient capacity to serve the Property and other
existing and proposed land uses in the vicinity of the Property is necessary to support a
finding that this key urban service is available to serve the Property.
H. The existing public sanitary sewer system serving the Property has sufficient reserve
capacity at the present time. However, this reserve capacity has been previously allocated to
provide sanitary sewer service to a currently undeveloped portion of the MountainGate
Master Plan development. The long-term plan for providing sanitary sewer service to the
Property is via a new sanitary trunk sewer that will be extended in Jasper Road from S. 420d
Street as follows:
. When this trunk sewer is constructed, the existing pump station, located on Mt.
Vemon Road and the new temporary pump station being proposed to serve Phases 6-
10 of the Master Plan will be decommissioned. The flows from the pump stations
will be diverted to this new trunk sewer.
· The new trunk sewer is partially funded by the City, with the remainder of the funds
to come from several owners of large parcels of land that will be served by this new
trunk sewer. The design for the new trunk sewer is scheduled to commence in 2005,
with the construction to occur once the remaining funding is secured from the
benefited properties, and CROSSROADS is one of these benefited property owners.
. A new sanitary sewer main will need to be constructed from the new trunk sewer
across lands not owned by CROSSROADS to the Property to provide the long-term
planned sanitary sewer service for the Property.
I. A public stormwater management system with sufficient capacity to serve the Property and
other existing and proposed land uses in the vicinity of the Property is also necessary to
support a finding that this key urban service is available to serve the Property.
J. The stormwater runoff from the Property currently flows through a series of wetlands and
shallow channels on the Property and discharges onto the adjoining lands to the southwest.
The runoff then commingles with flows from other properties and is collected at a culvert
that crosses under Jasper Road and eventually discharges into the Jasper Slough. Once the
runoff leaves the Property, none of the drainage path followed by the runoff is located
within existing public easements.
K. Pursuant to the approved Master Plan for the Property, CROSSROADS is obligated to
manage the stormwater runoff from the property to predevelopment discharge conditions.
(Revision Date: 2/10/05)
ANNEXATION AGREEMENT - Page 2 of8
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L. An interconnected transportation system with the existing and proposed land uses in the
vicinity of the Property is also required in order to provide access and a transportation
system for the provision of Fire and Life Safety services to and from the annexed property.
M. The nearest Springfield Fire Station in the proximity of the Property is located at the comer
of Main Street and S. 68th Place. The Springfield Fire and Life Safety Department has an
operational response time goal offour (4) minutes or less for the provision of Fire and Life
Safety services. The response time to the northerly boundary of Phases 9 & 10 of the
Property is approximately 4 minutes and 15 seconds from the nearest Fire Station.
N. In order to facilitate orderly development of the Property and ensure the full provision of
key urban services that are satisfactory to the City and meet the City's conditions for an
affirmative recommendation for annexation to the Boundary Commission, and in exchange
for the obligations of the City set forth below, CROSSROADS shall comply with all
requirements imposed on CROSSROADS in this Agreement.
Now, therefore based upon the foregoing Recitals, which are specifically made a part of this
Agreement, the parties agree as follows:
AGREEMENT
I. Obligations of CROSSROADS. Consistent with the above recitals and subject to the
issuance of subdivision and public improvement plan approvals, CROSSROADS agrees to perform
the obligations set forth in this section.
1.1 Apply for Subdivision Tentative Plan approval, pursuant to Springfield Development
Code Article 35, from the City for the Phase 4 residential subdivision on the Property
within six (6) months of the effective date of the Boundary Commission's approval
of CROSSROADS' annexation request. This section is subject to the requirements
of Section 8, below
1.2 Apply for, and obtain, Subdivision Plat approval pursuant to Springfield
Development Code Article 35, from the City for Phase 4 residential subdivision on
the Property within two (2) years of the date of any Limited Land Use Decision
issued by the City for the Subdivision Tentative Plan approval issued pursuant to
Section 1.1, above. This section is subject to the requirements of Section 8, belcw.
1.3 Develop on-site and off-site public sanitary sewer conveyance systems to provide
long-term sanitary sewer service to the development as follows:
1.3.1 Construct public sanitary sewer systems within the Property consistent with
the approved Master Plan to serve the Property.
1.3.2
Within 60 days of their receipt ofwrilten notification from the City that the
Jasper Road Trunk Sewer will be advertised for construction bids, or prior to
or concurrent with the approval of the final plat for Phase 10 of the Master
ANNEXA nON AGREEMENT - Page 3 of 8 PRE.~u'J\\..
D~C 9 lUlU
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(Revision Date: 2/10105)
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Plan, whichever occurs first, CROSSROADS will provide a payment in full
to the City equivalent to $50,000 in January 2005 dollars. The actual payment
amount shall be determined by increasing the stated payment amount by the
percentage increase in the ENR 20-City Construction Cost Index. The base
index to be used for this calculation shall be 7297 .24 which is the published
index rate for January 2005. City and CROSSROADS hereby agree that such
payment amount, in addition to the anticipated local Sanitary Sewer
Improvement SDC fees to be paid based upon the approved Master Plan for
the Property, is a fair share of cost for the Jasper Road Trunk Sewer based
upon the anticipated development of the Property.
1.3.3 CROSSROADS agrees and understands that the City may initiate a Local
Improvement District (LID) to construct an off-site sanitary sewer main from
the Jasper Road Trunk Sewer to the Property. In the event that the City does
initiate said LID, CROSSROADS hereby consents to the formation of such
LID and agrees to abide by the terms of Paragraph 6. below. CROSSROADS
further agrees and understands that construction of the Jasper Road Trunk
Sewer does not include the construction of said off-site sewer main and that
nothing in this Agreement obligates the City to construct said off-site sewer
main at any given time. The City anticipates that said off-site sewer main
will be constructed concurrent with the development of the lands lying
southwesterly between the Property and Jasper Road.
1.4 Pursuant to the approved Master Plan, stormwater runoff from the Property shall be
managed to predevelopment discharge conditions. In the event that the development
of the Property cannot be reasonably accomplished to satisfy this obligation,
CROSSROADS agrees to construct, or to participate in the construction of, an off-
site stormwater management and/or conveyance system that is designed and
constructed in accordance with the then current edition of the City's Engineering
Design Standards and Procedures manual.
1.5 Prior to approval of the final plat for Phase 4 of the Master Plan, provide a payment
of$30,000 as an obligation for Jasper Meadows to pay an equitable share of the
eventual construction or relocation of a Fire Station by the City. Such amount is
calculated by the City as an estimated fair proportionate share of cost for the Fire
Station based upon anticipated development.
1.6 Subject to a demonstrated public purpose, the City will facilitate procurement of
easements for such off-site facilities that CROSSROADS may be obligated to
construct under the terms of this Agreement if the City finds that the easements are
in fact necessary for a demonstrated public purpose. CROSSROADS shall
reimburse the City all acquisition costs, court costs, relocation assistance and
acquisition fees. Such acquisition costs include but are not limited to attorneys' fees,
appraisal fees, and other expert witness fees to the City or which may be awarded to
the owner of the underlying fees of such easements by any court of competent
jurisdiction upon trial or appeal.
(Revision Date: 2/10/05)
ANNEXATION AGREEMENT - Page 4 of 8
PRE.SUBMITTAl REC'O
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1.7 CROSSROADS knows and understands its rights under Dolan v. Citv ofTigard and
by entering into this Annexation Agreement hereby waives any requirement that the
City demonstrate the public improvements and other obligations of CROSSROADS,
for payments, financial responsibility and reimbursements set forth in Section I,
required herein are roughly proportional to the burden and demands placed upon the
urban facilities and services by the development and the impacts of the Master Plan.
CROSSROADS further waives any cause of action it may have pursuant to Dolan v.
City ofTigard and its progeny arising out of the actions described herein.
1.8 CROSSROADS knows and understands any rights it may have under Oregon
Revised Statutes Chapter 197 as amended by Ballot Measure 37 passed November 2,
2004. CROSSROADS for itself and its heirs, successors, and assigns hereby waives
any claim or cause of action it may have under such ORS provisions against the City
of Springfield.
1.9 Provide and be financially responsible, including the construction and maintenalce
thereof, for the provision of the urban facilities and services identified in the
approved Master Plan as necessary to serve the development of the Property.
I. lOIn determining CROSSROADS' share of costs for the improvements described in
this Agreement, the full cost for the provision of the improvements at the time of
construction shall be used. For the purposes of this Agreement, the full cost shall
include design, construction, acquisition of land and/or easements, permits,
attorney's fees, and all other costs reasonably associated with the implementation of
the needed improvements.
2. Obligations of City. Consistent with the above Recitals, City agrees to:
2.1 Initiate and support annexation of the Property to the City of Springfield before the
Boundary Commission and support CROSSROADS' defense of any appeal of a
decision of the Boundary Commission annexing the Property to the City. However,
the City will not assume any financial responsibility to provide legal counsel on
appeal.
2.2 Conduct the timely review and decision making of the Subdivision Tentative Plans,
Subdivision Plats, and Public Improvement Plan applications in accordance witt
City procedures for individual Phases of the Master Plan.
3. Covenants Running With the Land. It is the intention of the parties that the covenants herein
are necessary for the annexation and development of the property and as such shall run with
Property and shall be binding upon the heirs, executors, assigns, administrators, and successors of
the parties hereto, and shall be construed to be a benefit and burden upon the Property. This
Agreement shall be recorded upon its execution in the Land County Deeds and Records. This
Agreement may be assigned by CROSSROADS and shall benefit any assigns or successors in
interest to CROSSROADS. Execution of this Agreement is a precondition to the support of the
City of Springfield for annexation of the property described in Exhibit A for the City of Springfield.
Accordingly, the City retains all rights for enforcement of this Agreement.
ANNEXA nON AGREEMENT - Page 5 of 8
PRE-SUBMITTAL REC'O
DEe 9 2010
(Revision Date: 2/10/05)
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4. Limitations on the Development. No portion of the Property shall be developed prior to the
approval of a Subdivision Tentative Plan.
5. Mutual Cooperation. City and CROSSROADS shall endeavor to mutually cooperate with
each other in implementing the various matters contained herein.
6. Waiver of Right of Remonstrance. CROSSROADS agrees to sign any and all waivers,
petitions, consents and all other documents necessary to obtain the public facilities and services
described herein as benefiting the Property, under any Improvement Act or proceeding of the State
of Oregon, Lane County or the City of Springfield and to waive all rights to remonstrate against
these improvements. CROSSROADS does not waive the right to protest the amount or manner of
spreading the assessment thereof, if the assessment appears to CROSSROADS to be inequitable or
operate unfairly upon the Property. CROSSROADS waives any right to file a written remonstrance
against these improvements. CROSSROADS does not waive its right to comment upon any
proposed local improvement district or any related matters orally or in writing.
7. Modification of Agreement. This Agreement may only be modified in writing signed by
both parties. Any modifications to this agreement shall require the approval of the Springfield City
Council. This Agreement shall not be modified such that the key urban facilities and services as
defined in the Metro Plan Policy 8a, p.II-B-4 and as required herein are not provided in a timely
manner to the property.
8. Land Use. Nothing in this Agreement shall be construed as waiving any requirements of the
Springfield Development Code or Springfield Municipal Code which may be applicable to the use
and development of this Property. Nothing herein shall be construed as City providing or agreeing
to provide approval of any building, land use, or other development application or land and drainage
alteration permit application submitted by CROSSROADS.
9. Invaliditv. Ifany provision of this Agreement shall be deemed unenforceable or invalid,
such enforceability or invalidity shall not affect the enforceability or validity of any other provision
of this Agreement. The validity, meaning, enforceability, and effect ofthe Agreement and the
rights and liabilities of the parties hereto shall be determined in accordance with the laws of the
State of Oregon.
PRE-SUBMITTAl REC'O
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ANNEXATION AGREEMENT - Page 6 of 8
(Revision Date: 2/10105)
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DATED this lfL day of ~e..b
,2005.
IN WITNESS WHEREOF, the Applicant and City have executed this Agreement as of the date first
herein above written.
~:S'lli
t-'(TiTL~^"ls' '-"~"'~,
(SEAL)
(TITLE)
STATE OF OREGON }
COUNTY OF ~1llA& 55
BE IT REMEMBERED that on this 15 day of p. ~ ,2005Qefore me,
the undersigned, a notary public in and for said County and Stat&, personally appea:-ed the
within named \,-Ic.. De.c') \.~
whose identity was proved to me on the basis of satisfactory evidence and who by me duly sworn,
did say that \-\e.. is/are the mana. \0
of the within named Corporation and does ackiiowle e 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.
. OFACIALBEAL
KIMBERLY GUTHRIE
, i NOTARY PUBLIC - OREGON
...... ...' COMMISSION NO. 370022
.. MYIlIIl1lIlSIDllEXPlRESJll.1IUIIU7
~\'M,^~(~~
Notary Public for Oregon
'1-\B.';;)cx::n
My Commission Expires
CITY OF SPRINGFIELD
By: ~ p~ (A1~)
- . K'eHy;-C-ityMtmflger
Cynthia Pappas, Acting City Manager
(Revision Dale: 2/1 0/05)
ANNEXATION AGREEMENT - Page 7 of 8
RE~IEWED & APPROVED
~gFORM \ .
~~~"""
DATE:_'2..12\ I<:s>,-
OFFICE OF CITY ATTORNEY
PRE.SUBMITTAL REC'D
DEe 9 2010
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STATE OF OREGON
COUNTY OF LANE
} SS
BE IT REMEMBERED that on this ;;/ ~ day of Febru..~ ,2005 before
me, the undeJ:.~!lmfi<l,.. a nota:1 public in and for said County and tate, personally appeared the
within named~~rt\lij\'ose identity was proved. to me on the basis of satisfactory evidence and
who by me duly sworn, did say thatshe is tlft'CRy Manager of the within named municipal
corporation and does acknowledge said instrument to be the free act and deed of said municipal
corporation, and that the seal affixed to said instrument is the Corporate seal of said municipal
corporation, and that said instrument was signed and sealed in behalf of said municipal corporation
by authority of its City Council
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal the day and
year last above written.
QFFICIALSEAL
. AMY LSOWA
. . NOTARY PUBLIC OREGON
\. ./ COMMISSION NO. 352109
.... MY COMMISSION EXPIRES NOV. 2~ 2005
rLru ~ ~
NOTARY 'sue FOR OREGON
1f-:J,/)-;;WVc:;'"
MY COMMISSION EXPIRES
(Revision Date: 2/10/05)
ANNEXATION AGREEMENT - Page 8 of 8
PRE.SUBMITTAL REC'O
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October I, 2004
Branch No. 97-173G
EXHIBIT A
. JASPERMEAOOWS.
~~X-\TION
LEGAL DESCRIPTION
SITUATED in Lane County, State of Oregon in the Northwest 1/4 and Southwest 1/4 of Section
3 and the Northeast 1/4 and Southeast 1/4 of Section 4, Township 18 South, Range 2 West of the
Willamette Meridian and Described as Follows:
BEING two separate portions of Parcel 1 of Land Partition Plat No. 99-P1279 as Platted and Filed
August 17, 1999 in Lane County Oregon Land Pa.rti1IonPlatRecords and filed as County Survey File
No. 36134 in the Office of the Lane County Surveyor. Said portions being more particularly
descnoed as follows:
ANNEXATION AREA "A"
BEGINNING at the west-southwest comer of the plat of JASPER MEADOWS FIRST ADDmON
as platted and recorded November 22, 2002 as Lane County Survey File No. 37786 in the Office of
the Lane County Surveyor and given Recorder's Number 2002-091218 in the Official ReC<lrds of
Lane County, State of.Oregon;
THENCE leaving said POINT OF BEGINNlNG and along the general westerly line of said plat
of JASPER MEADOWS FIRST ADDmON the following one numbered course: (1) NOR lH 81.
45' 27" EAST 285.28 FEET to an angle point in saidline; THENCE continuing along said general
west line and the southerly prolongation thereof the following one numbered course; (2) SOtJI1:I
08. 14'33" EAST 1116.72 FEET to a point on theSOlllb line of aforesaid Parcel 1 of Land Partition
Plat No. 99-PI279; THENCE, along said south line ofparcell the following one numbered course:
(3) SOUTH 89. 48' 06" WEST 288.21 FEET to a paint at the intersection of said line with the
southeasterly prolongation of the western most plat bonndary of said JASPER MEADOWS FIRST
ADDmON; and THENCE along said prolongation the following one numbered coune: (4)
NORTH 08. 14' 14" wEST 1076.39 FEET RETUIOONG to the POINT OF BEGINNING and .
CONT AINJNG 7.2 ACRES more or less.
ANNEXATION AREA "B"
COMMENCING at the west-southwest comer of the plat of JASPER MEADOWS FIRST
ADDITION as platted and recorded November 22, 2002 as Lane County Survey File No. 37786 in
the Office of the Lane County Surveyor and given Recorder's Number 2002-091218 in the Official
Records ofLane County, State of Oregon; THENCE leaving said point of commencement and along
JASPER MEADOWS
ANNEXATION
October 1, 2004
Page 1 012
PRE.SUBMITTAl REC'D
. DEe 9 2010
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the southerly prolongation of the western most plat boundary of said JASPER MEADOWS FIRST
ADDmON South OS' 14' 14" East 1076.39 Feet to a point on the south line of aforesaid Parcell
. of Land Partition Plat No. 99-PI279; TIffiNCE along said south line ofParce1l SOUTH 89' 48' 06"
WEST 201.98 FEET to point on a line that lies parallel with and 200.00 feet so~thwesterly by
perpendicular measmement from the aforesaid southerly prolongation of the western most plat
boundary of JASPER MEADOWS FIRST ADDmON, which point is the TRUE POINT OF
BEGINNlNG of the lands being descnbed herein;
THENCE leaving said TRUE POINT OF BEGINl'IlNG and continuing along said south line of
Parcell the following one numbered cotrrSe: (1) SOUTH 89' 48' 06" WEST 969.36 FEET to the .
southwest comer of said Parcel I; THENCE along the west lines of said Parcell, the following six
numbered COlU'SeS: (2) NORTH 00' 00' 09" EAST 1182.15 FEET; (3) NORTH 00' 22' 51" WEST
542.36 FEET; (4) NORTH 75' 17' 02" WEST 112.75 FEET; (5) NORTII 07' 12' 15" EAST 496.33
FEET; (6) SOUTH 89' 52' 01" WEST 386.46 FEET; and (7) NORTH 00' 00' 42" EAST 151.07
FEET more or less to the south line of lands that were conveyed to Lane County by that certain
Bargain and Sale Deed that was recorded April 22, 1997 in Reel 2286R at Reception NlImber
9727039 in the Official Records of Lane County, State of Oregon; THENCE along the soum and
east lines of said lands that were conveyed to Lane County the following five numbered courses: (8)
SOUTIl85'12'45"EAST 14.48 FEET; (9) SOUTH 84' 05' 53" EAST 23.74 FEET; (10) NORTII
75' 28' 44" EAST 63.86; (11) NORTH 69' 25'44" EAST 68.77 FEET; and (12) NORTH 00' 15' 32"
WEST 13.53 FEET to a point on the aforesaid north line of Parcel 1 of Land Partition Plat No. 99-
P1279; THENCE along last said north line the following one numbered cOtrrSe: (13) NOR1H 89'
44' 28" EAST 867.23 FEET to a point on a non-tangent curve to the right that lies concentric with
and 200.00 feet southwesterly by radial measurement from the west plat boundary of the plat of
JASPER MEADOWS as platted and recorded February IS, 2002 as Lane County Survey Fiie No.
37396 in ihe Office of the Lane County Surveyor and given Recorder' s Number 2002-012568in the
. Official Records of Lane County, State of Oregon; THENCE (14) along said non-tangent curve to
the right having a radius center that bears SOUTH 72' 26' 01 WEST 1540.49 FEET, a central angle
of 09' 19'45" and a long chord of SOUTH 12' 54'06 EAST 250.s5FEET, an arc distanceof250.83
FEET to a tangent point on a line that lies paraJJel with and 200.00 feet southwesterly by
perpendicular measurement from the west plat boundary of the plat of JASPER MEADOWS; and
THENCE, along last said line and continuing along a line that lies parallel with and 200.00 feet
southwesterly by perpendicular measurement from the western most plat boundary of the plat of
JASPER MEADOWS FIRST ADDITION and Southeasterly prolongation thereofthefollowing one
numbered course: (15) SOUTH 08' 14' 14" EAST 2225.07 FEET RETURNING to the lRUE
POINT OF BEGTh1-tlNG and CONTAlNlNG 47.3 ACRES more or less. .
REGISTERED
PROFESSIONAL
LAN~SURVEYOR
JASPER MEADOWS
ANNEXATION
October 1, 2004
Page 2 on
OREGO
JULY 20, 1993
REX A. BEn
l-/? Er,R 12/1,fcJ>
PRE.SUBMITTAl REC'O
DEe 9 2010
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PRE-SUBMITI L REC'O
DEe 9 010
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'I . . iR #'1
-,' ...........-....-. m......................._. ............ hhO"_
:, "-
I ' Division of Chief Depuly Clerk ~OO~O~8m
After Recording Return to, and Lane Counly Deeds and Records
Send tax statements to: 1111111111111111111111111111111111111111111111111 $10.00
Lane County Public Works
Right of Way Management Section 00925870200700488120030034
3040 N. Delta Highway 07/18/200711:42:59 AM.
Eugene, Oregon 97408 . RPR-ESI1TCO Cnl:l Sln=5 CRSHIER 06
$10.00
DEDICATION OF A PUBLIC ROAD EASEMENT
CROSSROADS DEVELOPMENT, L.L.C., GRANTORS, grant and dedicate to LANE COUNTY, a political
subdivision of the State of Oregon, GRANTEE. a public road easement on and over the following described
property:
A parcel of land lying in the West one-half (W 1/2) of Section 3, Township 18 South, Range 2
West of the Wil1arnette Meridian, Lane County, Oregon, and being a portion of that tract of land
conveyed to CROSSROADS DEVELOPMENT, LLC., by that certain deed recorded
September 15, 1999, on Reel 2590, Recorder's Reception Number 99079467, LANE COUNTY
OREGON DEED RECORDS, included in a strip of land variable feet in width lying on both
sides of the centerline of Jasper Road Extension as surveyed by Lane County in 2005; t.e
centerline and widrhs in feet being described as follows:
Beginning at Engineers' Centerline Station L 75+24.06 PC, said station being 5,283.22 feet
North and 122.98 feet West of the Lane County Surveyors Office Brass Cap '1977' marking the
West Northwest Comer of the John C. Looney Donation Land Claim Number 39, located in
Section 10, Township 18 South, Range 2 West of the Willamette Meridian, Lane County,
Oregon; run thence along a 1,640.42 foot radius curve right (the long chord of which bears
South 160 51' 58" East, 598.38) a distance of 601.75 feet; thence South 60 21' 26" East,
2,750.32 feet to Engineers' Centerline Station L 108+76.13 PC and there ending, all in Lane
County, Oregon.
The widths in feet of the strip of land herein described are as follows:
<..
STATION TO STATION
WIDTH ON WEST'L Y
SIDE OF ClUNE
WIDTH ON EAST'L Y
SIDE OF ClUNE
L 78+18.17 POC
L 78+65.62 POC
88.06 It tapering on a
straight line to 79.39 ft
L 78+65.62 POC
L 78+58.86 POC
79.39 ft tapering back on
a straight line to 100.07 It
L 78+58.86 POC
L 108+76.13 PC
100.07ft.
L 78+65.35 POC
L 79+17.32 POC
124.82 ft tapering on a
straight line to 100.Q7 ft
L 79+17.32 POC
L 108+76.13 PC
100.07 ft.
Pagel of 3
1216-100
DEDICATION
Jasper Road Extension - rr/jes - 3/22/2006
18-02-03 507
PRE-SUBMITTAL REC'O
DEe 9 2010
','
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PRE-SUBMITTAL REC'D
DEe 9 2010
,-
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.
.L.C., an Oregon Limited Liability Company
By
;2 t-.;.... c...
By
Member Agents
STATE OF OREGON
County of~
On ~\\ \\
)
) ss.
)
, Jl.>c:lC>C>'-; personally appeared the above-named \-\C1.M.dex-"\ \.t~
.
who being sworn, stated that be is a member agent of said company, and that this
conveyance was voluntarily signed in behalfofthe company. Before me:
OFFICIAL SEAL
KIMBERLY GUTHRIE
NOTARY PUBLIC - OREGON
COMMISSION NO. 370022
MY COMMISSION EXPIRES JULY 13. 2007
v-.~~.~('l.~ 0
Notary Public for Oregon
My Commission Expires: '1. \ <a. ~ry
DEPARTMENT OF PUBLIC
WORKS, LAND MANAGEMENT
DIVISION
Approved .JUl' I~, 20.f21
By~I1'~
~.'~2l~~J ~
The board of Commissioners hereby accepts this dedication
as described herein.
LANE COUNTY BOARD OF COMMISSIONERS
By: C,~ .;~~) .....
u~ #,(}AAfN~~'
, r"J>t,
APPROVED AS TO FORM
Dele 7- (" J -0/'10118 counly
~~
OFRCE OF LEGAL CO NSR
.< J , eJ AS TO FORM
).,. lane counly
: '::>F ,EGAL COUNSEL
Page 3 of 3
1216-IOD
DEDICATION
Jasper Road Extension - rr/jes - 3/22/2006
18-02-03 507
PRE-SUBMITTAL REC'O
DEe 9 2010
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.0-_,
STORMWATERMANAGEMENT
PLAN AND DRAINAGE STUDY
FOR
Jasper Meadows Phase 10
Springfield, OR
"-.'-..,"...~..~-
November 29,2010
Prepared For:
HLM Inc.
2464 SW Glacier Place, # 110
Redmond, OR 97756
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
Phone (541) 746-0637
Fax (541) 746-0389
~ Branch Engineering, Inc.
Branch Project # 10-198
PRE.SUBMITTAl REC'O
DEe 9 2010
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PUBLfC WORKS DEPARTMENT / Engineeling Division
Fax: (541) 736-]02]
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
, ", , " , " "~ {kddbeY;,w Ihislilje iiliea o~t WAj;;j!~d;'~ ~):"";': :,-",:;,,'
'(ple[JSe return 10 Mall Slouder@CttriJfSpringf'udtfPUblic Works EnFJ.i1!~ering; F~ 1I?31j-1021.Phone # 736-1035.)
Project Name: Jasper Meadows Phase 10
Assessors Parcel #: 18-02-03-33 TL] 00
Land Use(s): Single Family Residential and wetland
Project Size (Acres): 3,79
Appro:x. Impervious Area: 2.46
" '
Project Description (Include a copy of Assessor's map):
Applicant:
Date:
Phone #:
Fax#:
Email:
Greg Mower
11/17/2010
54] -746-{)637
541-746-{)389
g.regm(cl}br~ ~hengineering.com
21-10t subdivision
Drainage Proposal (Public connection(s), discharge ]ocalion(s), etc, Attach additional sheet(s) if necessary:
Reo'ofit an exisring detenrion pond from Addition 6 & 7 to over detain stann runoff and allow the proposed Phase IOta be released
undetained. Discharge would be to existing wetlands north of site.
Proposed Stormwater Best Management Practices: Grassy swale
;" ,(A.reab~lowlhislinerll1edoulbvtiIeCitvandReiurnedtot;'eA1Jviic~ni)""", "':',
(AI a minf;"um"aliboxes C1!ectr.ed b~lhe Cityonl.':!ejrorrl ~~d!Ja-':~ofthi:; sh~e{~~<ill ke,s~b.inftted,' ::
for an app~icatioh "to .be comP!f.t~ fo)" s~bni"ll~a~ .t;llihouiA o:tber;recjui~~!n~~nts m'a5<b~ .l:te~~~~ary.) .:.~",
Drainaee Study Type (EDSPM Section 4.03.2): (Note, un may be substituted for Rational Method)
Ili!l' Small Site Study - (use Rational Method for calculations)
;. ljl Mid-Level Development Study - (use Unit Hydrograph Method for calcularions)
o Full Drainage Development Study - (use Unit Hydrograph Method for calculations)
Environmental Considerations:
~ Wellhead Zone: w/A. m Hillside ~/11,
~ Wetland/Riparian: 7.,~, ln~ . " s. W ~r ~ FloodwaylF],oodpJain; , l'JjA
~ SOlI Type: 4~C -Oixu"v.ll..-P4,1,-u"':' ~ Other JunsdlctlOns; ~."'--'- Go.
Downstream Analysis: ~ ...Je.-A~ r"
~ N/A
I 0 Flow line for starting water surface elevation:
I 0 Design HGL to use for starting water surface elevation:
o Manhole/Junction to take analysis (0; ,
PRE-SUBMITTAL REC'D
nFr 9 2010
Return to lV1att StOUder
leld, email: mstouder
field,or.us, FAX: 541 736-1021
. .
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COMFLETE STUDY ITEMS Fo,Offidall!~eOnIY N\fI;S
* Based upon the informaliol1 provided on thefi'ont afthis sheet, thefal/owing represents a minimum of what is neededfor an"
application to be complete/or submittal with respect to drainage; however, this list should not be used in/ieu of the Springfield
Development Code (SDC) or the City's Eng;'Jeering Design Manual. Compliance with these requirements. does not consNtute site
approval; .Additional site specific information may be required Note: Upon scoping sheet submittal, ensure completed/arm has
been signed in/he space provided below:
Interim D<sign StandardslWater Qnality (EDSPM Chapter 3)
~~~ .
~ 0 AU non-building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. muJti-chambered catchbasin w/oiJ
filtration media) for stonnwater quality. Additionally. a minimum of 50% of the NBR impervious surface shall be
treated by vegetated methods. .
o Where required, vegetative stonnwater design shall be consistent with interim design standards (EDSPM Section 3.02),
set forth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS).
For new NBR impervious area less than] 5,000 square feet, a simplified design approach may be followed as specified
by the BES for vegetative treatment.
If a storrnwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow. side slopes,
bonom slope. and seed mix consistent with either BES or CWS requirements.
~ 0 Waler Quality calculations as required in Section 3.03.1 of the EDSPM
IT ~ All building rooftop mounted equipment. or other fluid containing equipment located outside of the building, shall
be provided with secondary containment or weatner resistant enclosure.
fil
~ 0
rnr-. 0
General Study Requirements (EDSPM Sectioa 4.03)
rJ'iiI 0 Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
~ 0 A complete drainage study, as required in EDSPM Section 4.03.1, including a hydroJogical study map.
fij 0 Calculations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event.
~ 0 The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review of Downstream System (EDSPM Section 4.03.4.C) .
o ~ A downstream drainage analysis as descnoed in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the
Oregon Plwnbing SpeciaJty Code (apse).
o m EJevations of the HGL and flow lines for bOlh city and private systems where applicable.
Design of Storm Systems (EDSPM Section 4.04)
Iii 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on U,e pJan set.
B 0 Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials,
or proper engineering calculations shall be provided when Jess. The cover shall be sufficient to support an 80,000 Ib
load without faiJure of the pipe structure.
@il 0 Manning's "n" values for pipes shall be consistent with Table4-J of the EDSP. All stonn pipes shall be designed to
achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well.
OtherlMisc
~ 0 Existing and proposed contours, located at one foot intervaL lnclude spot elevations and site grades showing how site
drains
B 0 Private stonnwater easements shall be clearly depicted on plans when private stonnwater flows from one property to
another
o ~ Drywells shall not receive runofffrom any swface w/o being treated by one or more BMPs. with the exception of
residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer
to the website: www.dco.state.oT.us/wq/eroundwaluichome.hcm for more information.
fliI 0 Detention ponds shall be designed to limit runoff to pre-development rates for the 2 through 25-year stoml events
*This fonn shall be induded as an attachment, inside the front cover, of the stonnwater study
- ~ AlICl
DlL<.I\It'.L>JY\
* 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 stonnwater 5tudy and
plan set.
Signature:
Date:
PRE.SUBMITTAL REC'O
DEe - 9 2010
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Storm Drainage Evaluation
Jasper Meadows Phase 10
Introduction
This evaluation was prepared to summarize the drainage system proposed for the Jasper Meadows
Phase 10 development. This storm drainage evalua1ion includes storm water quality, stormwater
quantity and detention calculations. Culvert sizing calculations are also included.
Existing Conditions
The development site is located south of Jasper Meadows Phase 6 &7 on the east side of the extension
ofS. 57th Street in Springfield, Oregon. The proposed site has an area of3.80 acres. The site is
currently undeveloped with vegetative cover consisting of trees, grass and blackberry patches, The site
generally drains from south to the north with slopes ranging from 3-10 percent. The site drains toward
the existing wetlands to the north.
According to the Soils Survey of Lane County, Oregon, by the Natural Resource Conservation Service,
the soil at the site is Dixonville-Philomath-Hazeleair Complex (Soil Number: 43C, Hydrologic Group:
C).
\ Proposed Site Conditions
The proposed site will have a public road with a cul-de-sac at the end with a gravel emergency vehicle
route. 21 lots are proposed for this development. South 57th Street will be extended to the south
boundary of the proposed development. Culverts will be placed under the extension of South 57th
Street to provide an outlet for a large drainage basin to the east consisting of wetlands and residential
development. Two detention ponds are proposed for the site to match the pre-developed runoff rates.
Stormwater Quality and Quantity
Existing Conditions
Storm water detention is proposed for the Jasper Meadows Phase 10 development to reduce peak
discharge rates to pre-development levels. Existing conditions peak runoff rates for the 2-year through
the 25-year storm events were generated for Jasper Meadows Phase 10. Peak discharge rates for the
pre-development conditions were generated using the Santa Barbara Unit Hydrograph method. The
King County Department of Public Works, Surface Water Management Division, Hydrographs
Programs, Version 4.2 I B computer program was used to assist in the hydrologic and hydraulic
calculations.
The peak discharge rates from the existing site are summarized below. Complete calculations are
included in Appendix A.
Existing Conditions Peak Discharge Rates (cfs)
2 Year (3.3 inches/24 hours) 0.74
5 Year (3.8 inches/24 hours) 1.07
10 Year (4.3 inches/24 hours) 1.42
25 Year (4.8 inches/24 hours) 1.79
The listed existing conditions peak discharge rates were used as the maximum allowable peak
discharge rates for the post development conditions.
PRE.SUBMITTAl REC'D
DEe 9 2010
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Storm Drainage Evaluation
Jasper Meadows Phase 10
Proposed Conditions
The proposed site is broken up into three basins. Basin A includes lots 9- 13 and the gravel emergency
vehicle roadway. Basin A has a detention pond located near lot 9. Basin B includes the proposed
public road, a portion of the South 57th Street extension and lots 1-8 and 14-2]. Basin A has a
detention pond located north oflots 1-3. Basin C is the remainder of South 57th Street that can not
drain to the proposed detention pond north of lots 1-3. Basin C will be released undetained,
Peak discharge rates for the post development conditions were generated using the Santa Barbara Unit
Hydrograph method, The King County Department of Public Works, Surface Water Management
Division, Hydrographs Programs, Version 4.21B computer program was used to assist in the
hydrologic and hydraulic calculations.
The water quality rates and the peak discharge rates from the proposed site are sununarized below,
Complete calculations are included in Appendix B.
Proposed Conditions Peak Discharge Rates (cfs)
Storm Basin A Basin B Basin C
WQ (0.83 inches/24 hours) 0.1 0 0.28 0.03
2 Year (3.3 inches/24 hours) 0.54 1.53 0.13
5 Year (3.8 inches/24 hours) 0.64 182 0.15
10 Year (4.3 inches/24 hours) 0.75 2.12 0.17
25 Year (4.8 inches/24 hours) 0.85 2.43 0.20
Proposed Detention System
Basin A Detention Pond
The detention pond for Basin A has 3: I side slopes on the side near the gravel emergency vehicle
roadway for ease of maintenance. The other three sides will have retaining walls. The pond is planned
to have two feet of storage and I foot of freeboard. The pond bottom is at 532.00. The top of the pond
is at 534.00. The outlet will have a 2 Yz" diameter orifice at elevation 532.00 and an overflow set at
534.00. Basin A detention pond is approximately 3,200 cubic feet of storage. A small berm in the
bottom of the pond creates a channel for the water quality storm. The channel has a bottom width of
] 0 feet and 2: I side slopes. The channel is graded toward the outlet at 0.5% and will be a minimum of
50 feet long to provide for a nine minute time of residency which is the minimum for water quality.
The pond will be landscaped in accordance with the City of Springfield requirements. See Appendix C
for Basin A water quality calculations.
The Basin A detention pond is characterized in a spreadsheet to be used with the King County
Department of Public Works, Surface Water Management Division, Hydrographs Programs, Version
4.2 I B computer program for routing the developed storm through the detention pond. The routing
data can be found in Appendix D as well as the detained flow rates from Basin A,
PRE.SUBMITTAL REC'D
DEe 9 2010
"
Storm Drainage Evaluation
Jasper Meadows Phase 10
Below is a summary of the detained flow rates from the Basin A detention pond.
.
.
Proposed Basin A Detained Discharge Rates (cfs)
Storm Discharge (cfs) Water Elevation (feet)
2 Year (3.3 inches/24 hours) 0.14 533.1 ]
5 Year (3.8 inches/24 hours) 0.16 53338
]0 Year (4.3 inches124 hours) 0.18 533.66
25 Year (4.8 inches/24 hours) 0.19 533.99
Basin B Detention Pond
The detention pond for Basin B has 3:] side slopes on the west and north sides. The other side will
have a retaining wall. The pond is planned to have two feet of storage and ] foot of freeboard. The
pond bottom is at 523.00. The top of the pond is at 525.00. The outlet will have a 4 ]/4" diameter
orifice at elevation 523.00 and an overflow set at 525.00. Basin B detention pond is approximately
6,400 cubic feet of storage. A small berm in the bottom of the pond creates a channel for the water
quality storm. The channel has a bottom width of 6 feet and 3:] side slopes. The channel is graded
toward the outlet at 0.5% and will be a minimum of 90 feet long to provide for a nine minute time of
residency which is the minimum for water quality. The pond will be landscaped in accordance with
the City of Springfield requirements. See Appendix C for Basin B water quality calculations.
The Basin B detention pond is characterized in a spreadsheet to be used with the King County
Department ofPub]ic Works, Surface Water Management Division, Hydrographs Programs, Version
4.2] B computer program for routing the developed storm through the detention pond. The routing
data can be found in Appendix D as well as the detained flow rates from Basin B.
Below is a summary of the detained flow rates from the Basin B detention pond.
Proposed Basin B Detained Discharge Rates (cfs)
Storm Discharge (cfs) Water Elevation (feet)
2 Year (3.3 inches/24 hours) 0.54 524.19
5 Year (3.8 inches/24 hours) 0.59 524.47
10 Year (4.3 inches/24 hours) 065 524.76
25 Year (4.8 inches124 hours) 082 525.03
Basin C will be released undetained.
PRE.SUBMIllAL REC'O
DEe 9 2010
"
Storm Drainage Evaluation
Jasper Meadows Phase 10
The hydro graphs from all three basins will be added to determine the total release rate for the
developed site. The detained release rates from Basin A and Basin B plus the un detained release rates
from Basin C shall not exceed the predeveloped release rates. See Appendix D for calculations for
adding the hydrographs. Below is a summary of the developed release rates and the pre-developed
release rates.
.
.
Pre-developed and Developed Discharge Rates (cfs)
Storm Pre-developed Developed Difference
2 Year (3.3 inches/24 hours) 0.74 073 O.OJ
5 Year (3.8 inches/24 hours) 1.07 0.80 0.27
10 Year (4.3 inches/24 hours) 1.42 0.88 0.54
25 Year (4.8 inches/24 hours) 1.79 LOS 0.74
As shown in the table above, the developed runoff rates are equal or less than the predeveloped runoff
rates.
PRE.SUBMITTAL RECIO
DEe 9 2010
.,
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Off-Site Storm Water and Culvert Sizine
South 57th Street will need to be extended to provide access to the proposed Jasper Meadows Phase 10.
As shown on the off-site drainage basin figure, runoff from offsite areas drain toward the South 57'h
Street extension. Culverts are proposed at this location.
Culvert sizing calculations were performed to determine the size and quantity ofthe proposed culvert
under South 57th Street. This culvert pipe will convey runoff from approximately 53 acres of
undeveloped land east ofWeyerhaeuser Haul Road, 45.5 acres between the Weyerhauser haul road and
Bob Straub Parkway and 45.7 acres between Bob Straub Parkway and South 57th Street. The total
acreage of property draining to this pipe is 144 acres. It has been a consistent requirement in this area
for each new development to provide storm water detention. As a conservative estimate, the culvert
sizing calculations are based on the entire upstream tributary area being fully developed with no
detention, a travel time of zero will be assumed when adding hydro graphs and based on the following
hydrologic assumptions:
Basin A Basin B Basin C Basin D Basin E Basin F
Future Use Residential Residential Residential Residential Residential Residential
T ota] Area (ae) 22.3 15.2 21.8 30.6 30.3 23.9
% ]mpervious 40 60 70 40 60 70
Impervious Area (ae) 8.9 9.] ]5.3 12.2 ]8.2 ]6.7
Pervious Area (ae) 13.4 6.1 6.5 18.4 ]2.1 7.2
CN Imuervious 98 98 98 98 98 98
CN Pervious 80 80 80 80 80 80
Teoneentration (min) 20 ]0 10 20 10 10
The King County Department of Public Works, Surface Water Management Division, Hydrographs
Programs, Version 4.2IB computer program was used to assist in the hydrologic and hydraulic
calculations.
Basin Runoff
Basin A 17.00
Basin B 15.08
Basin C 22.67
Basin D 23.32
Basin E 30.09
Basin F 24.82
Total Runoff ]32.98
The total runoff expected at the proposed South 57th Street culvert crossing is 133 cubic feet per
second.
Culvert sizing was performed using the Culvert Design Sheet from the Oregon Department of
Transportation Highway Division Hydraulics Manual published by ODOT;2005 (see Appendix F for
Culvert Design Sheet and other information used for sizing).
The results indicate two 4'x6' box culverts laid side by side with the bottom two feet buried can
convey the design flow with minimal surcharging at the entrance.
PRE.SUBMITTAl REC'O
DEe 9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Appendix A
Existing Conditions Map and Peak Runoff Calculations
PRE.SUBMIllAl REC'D
DEe 9 2010
I
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~
,
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Pre-developed 2 Year Storm
~******************* 5.C.5. TYPE-IA
********* 2-YEAR 24-HOUR STORM
DISTRIBUTION *******************
*.*. 3.30" TOTAL PRECIP. *******
ENTER: A{PERV), CN(PERV), A{IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
3.8,74,0,98,13
DATA PRINT-OUT:
AREA (ACRES)
3.8
PEAK-Q(CFS)
.74
PERVIOUS
A CN
3.8 74.0
T-PEAK(HRS}
7_83
IMPERVIOUS
A CN
.0 98.0
TC(MINUTES)
13.0
VOL (CU-FT)
15196
ENTER [d:] [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
l0198-2.PRE
Pre-developed 5 Year Storm
******************** $.C.$. TYPE-IA
********* 5-YEAR 24-HOUR STORM
DISTRIBUTION *******************
**-.-*
3.80" TOTAL PREC!P. *******
ENTER; A{PERV), CN(PERV), A{IMPERV), CN(IMPERV) I TC FOR BASIN NO. 1
3.8,74,0,98,13
DATA PRINT-OUT:
AREA (ACRES)
3.8
PEAK-Q{CFS)
1.07
PERVIOUS
A CN
3.8 74.0
T-PEAK(HRS)
7.83
IMPERVIOUS
A CN
.0 98.0
TC (MINUTES)
13.0
VOL (CU-FT)
19978
ENTER [d:] [pathJfilename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
10198-S.DEV
Pre-developed 10 Year Storm
~~*~~***~*********** S.C.S. TYPE-IA DISTRIBUTION ******************~
*******H 10-YEAR 24-HOUR STORM 4.30" TOTAL PRECIP. -.-***-.-**
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
3. 8,74, 0, 98, 13
DATA PRINT-OUT:
AREA(ACRESl
3.8
PEAK-Q (eE'S)
1.42
PERVIOUS
A eN
3.8 74.0
T-PEAK(HRS)
7.83
IMPERVIOUS
A CN
.0 98.0
TC (~INUTES)
13.0
VOL (CU-FT)
25056
ENTER (d:] [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
10198-10.PRE
Pre-developed 25 Year Storm
**~-.-**************** s.c.s. TYPE-IA
********* 25-YEAR 24-HOUR STORM
DISTRIBUTION ********************
**** 4.80" TOTAL PRECIP. ********
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
3.8,74,0,98,13
DATA PRINT-OUT:
AREA (ACRES)
3.8
PEAK-Q (CFS)
1. 79
PERVIOUS
A CN
3.8 74.0
T-PEAK(HRS)
7.83
IMPERVIOUS
A CN
.0 98.0
TC(MINUTES)
13.0
VOL (CU-FT)
30373
ENTER [d:J [pathJfilename[.extJ FOR STORAGE OF COMPUTED HYDROGRAPH:
l0198-25.PRE
PRE-SUBMITTAL REC'O
DEe 9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Appendix B
Proposed Drainage Basin Map and Peak Runoff Calculations
PRE-SUBMIITAl REC'D
DEe 9 2010
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Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin A - Water Ouality Storm
******************** 5.C.5. TYPE-IA
********* I-YEAR 24-HOUR STORM
DISTRIBUTION ~******************
**** .83" TOTAL PREelP. ******ot
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV}, TC FOR BASIN NO. 1
0.33,74,0.61,98,10
DATA PRINT-OUT:
AREA (ACRESj
,9
PERVIOUS
A CN
:3 74.0
IMPERVIOUS
A CN
,6 98,0
TC(MINUTES)
10,0
PEAK-Q{CFS)
,10
T-PEAK(HRS)
7.83
VOL (CU-FT)
1392
ENTER [d:] [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-WQA. DEV
Basin A - 2 Year Storm
******************** 5.C.5. TYPE-IA DISTRIBUTION *******************
********* 2-YEAR 24-HOUR STORM **** 3.30" TOTAL PREelP. *******
ENTER: A{PERV}, CN(PERV), A(IMPERV}, CN(IMPERV), TC FOR BASIN NO. 1
0.33,74,0.61,98,10
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC (MINUTES)
A CN A CN
,9 ,3 74.0 .6 98,0 10.0
PEAK-Q(CFS) T- PEAK (HRS) VOL (CU-FT)
,54 7,83 8109
ENTER [d:] [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-2A.DEV
Basin A - 5 Year Storm
~~*7~~*~~~*7****~*~* S.C.S. TYPE-IA DISTRIBUTION *******************
******"~* 5-YEAR 24-HOUR STORM **** 3.80" TOTAL PREelP. *******
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
0.33,74,0.61,98,10
DATA PRINT-OUT:
AREA (ACRES)
.9
PERVIOUS
A eN
.3 74.0
IMPERVIOUS
A CN
.6 98.0
TC(MINUTES)
. 10.0
PEAK-Q(CFS)
,64
T-PEAK(HRS}
7.83
VOL(CU-FT)
9628
ENTER [d: ) [path]fi1ename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-5A.DEV
PRE-SUBMITTAL REC'O
DEe 9 20to
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin B - Water Quality Storm
******************** s.c.s. TYPE-IA DISTRIBUTION *******************
********." I-YEAR 24-HDUR STORM **** .83" TOTAL PREelP. *...*****
ENTER: A{PERVj, CN(PERV), A{IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
0.94,74,].73,98,]0
DATA PRINT-OUT:
AREA (ACRES)
2.7
PEAK-Q(CFS)
.28
PE;RVIQUS
A CN
.9 74.0
T-PEAK{HRS)
7.83
IMPERVIOUS
A CN
1. 7 98.0
TC (MINUTES)
10.0
VQL(CU-FT)
3950
ENTER [d:] [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198~WQB.DEV
Basin B-2 Year Storm
******************** S.C.S. TYPE-IA DISTRIBUTION *******************
*******+... 2-YEAR 24-HDUR STORM **** 3.30" TOTAL PREelP. *******
ENTER: A(PERV), CN(PERV), AfIMPERV), CN(IMPERV), TC FOR BASIN NO. 1
0.94,74,1.73,98,10
DATA PRINT-OUT:
AREA (ACRES)
2.7
PEAK-Q (CFS)
1. 53
PERVIOUS
A eN
.9 74.0
T-PEAK{HRS)
7.83
IMPERVIOUS
A CN
1.1 98.0
TC{MINUTES}
10.0
VOL (CU-FT)
23015
ENTER [d:] [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-2B.DEV
Basin B - 5 Year Storm
******************** s.c.s. TYPE-1A DISTRIBUTION *******************
****..**..* 5-YEAR 24-HOUR STORM 3.80" TOTAL PRECIP. ..*****
ENTER: A (PERV) , CN(PERV), A(IMPERV), CN(IMPERV}, TC FOR BASIN NO. 1
0.94,74,1.73,98,10
DATA PRINT-OUT:
AREA (ACRES)
2.7
PEAK-Q(CFS)
1.82
PERVIOUS
A CN
.9 74.0
T-PEAK(HRS)
7.83
IMPERVIOUS
A CN
1.7 98.0
TC(MINUTES}
10.0
VOL (CU-FT)
27328
ENTER [d:] [path]filename[ .extJ FOR STORAGE OF COMPUTED HYDROGRAPH:
198-5B.DEV
PRE.SUBMITTAL REC'D
DEe 9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin B-1 0 Year Storm
~******************* 5.C.5. TYPE-IA DISTRIBUTION ***...*********...*****
7ot"'**"'''''''* IO-YEAR 24-HOUR STORM **-t+ 4.30" TOTAL PRECIP. ****...**
ENTER: A(PERVl, CN(PERV), A(IMPERV), CN(IMPERV) I TC FOR BASIN NO. 1
0.94,74,1.73,98,10
DATA PRINT-OUT:
AREA (ACRES)
2.7
PERVIOUS
A CN
.9 74.0
IMPERVIOUS
A CN
1.798.0
TC (MINUTES)
10.0
PEAK. -Q (CFS)
2.12
T-PEAK (HRS)
7.83
VOL (CU-'-FT)
31717
ENTER [d:l [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
19B-10B. DEV
Basin B - 25 Year Storm
******~************* 5.C.5. TYPE-IA DISTRIBUTION ****...***************
**.........*-,...* 2S-YEAR 24-HOUR STORM 4.80" TOTAL PRECIP. **1-...*...**
ENTER; A(PERV), CN(PERVl, A(IMPERVl, CN(IMPERV), TC FOR BASIN NO. 1
0.94,74,1.73,98,10
DATA PBINT-OUT:
AREA (ACRES)
2.7
PERVIOUS
A CN
_ 9 74.0
IMPERVIOUS
A CN
1. 7 98.0
TC(MINUTES)
10.0
PEAK-Q(CFS)
2.43
T-PEAK(HRS)
7.83
VOL(CU-FT)
36165
ENTER [d:] [pathlfi1ename[ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-258. DEV
PRE.SUBMITIAL REC'O
DEe 92010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin C - Water Quality Storm
******************** 5.(.$. TYPE-IA
********* I-YEAR 24-HOUR STORM
DISTRIBUTION *******************
**** .83" TOTAL PRECIP. **:t*"'...",
BNTER: A(PERV}, CN(PERV}, A{IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
0.03,74,0.16,98,10
OAT]\'. PRINT-OUT:
AREA (ACRESj
PERVIOUS
A CN
.0 74.0
.2
PEAK-Q(CFS)
.03
T~ PEAK (HRS)
7.83
IMPERVIOUS
A CN
.2 98.0
TC (MINUTES)
10.0
VOL(CU-FT)
364
ENTER (d:] [path]filename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH:
198-WQC. DEV
Basin C - 2 Year Storm
******************** S.C.S. TYPE-IA DISTRIBUTION *******************
********.. 2-YEAR 24-HQUR STORM **** 3.30" TOTAL PRECIP. *******
ENTER: A(PERV), CN(PERV), A (IMPERV) , CN(IMPERV), TC FOR BASIN NO. 1
0.03,14,0.16,98,10
DATA PRINT~OUT:
AREA (ACRES)
PERVIOUS
A CN
.0 74.0
.2
PEAK~Q CCFS)
.13
T-PEAK(HR5)
7.83
IMPERVIOUS
A CN
.2 98.0
TC(MINUTES)
10.0
VOL(CU-FT)
1900
ENTER [d:] [path]filenamef .ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-2C.DEV
Basin C - 5 Year Storm
~*****~************* S_C.5. TYPE-1A DISTRIBUTION *******************
.*~...~** 5-YEAR 24-HOUR STORM 3.80" TOTAL PRECIP. *'*****
ENTER: A(PERV), CN(PERV), A(IMPERVj, CN(IMPERV), TC FOR BASIN NO_ 1
0_03.74,0.16,98,10
DATA PRINT-OUT:
AREA (ACRES)
PERVIOUS
A CN
.0 74.0
.2
PEAK-QCCFS)
.15
T-PEAK(HRS)
7.83
IMPERVIOUS
A CN
_2 98.0
TC(MINUTESj
10.0
VOL(CU-FT)
2227
ENTER [d:] [pathjfilename[.ext) FOR STORAGE OF COMPUTED HYDROGRAPH:
198-SC _ DEV
PRE.SUBMITTAL REC'D
DEe 9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin C - 10 Year Storm
...*******...*...*...******* 5.C.5. TYPE-IA DISTRIBUTION *******************
********* IO-YEAR 24-HDUR STORM
4.30" TOTAL PREelP. *******
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
0.03,74.0.16,98,10
DATA PRINT-OUT:
AREA (ACRES)
.2
PERVIOUS
A CN
.0 74.0
IMPERVIOUS
A CN
.2 98.0
Te(MINUTES)
10.0
PEAK -Q (CFS)
.17
T-PEAK (HRS)
7.83
VOL (CU-FT)
2557
ENTER Cd:] [pathl filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-1QC.DEV
Basin C - 25 Year Storm
******************** 5.C.5. TYPE-IA DISTRIBUTION ********************
*******---* 25-YEAR 24-HDUR STORM ." *x;. 4.80" TOTAL PREelP. *,******...
ENTER: A (PERV) , CN{PERV), A (IMPERV), CN(IMPERV), TC FOR BASIN NO.
0.03,74,0.16,98,10
DATA PRINT-OUT:
AREA (ACRES)
.2
PERVIOUS
A CN
.0 74.0
IMPERVIOUS
A CN
.2 98.0
TC{MINOTES)
10.0
PEAK-Q(CFS)
.20
T-PEAK(HRSl
7.83
V01{CU-FT)
2889
ENTER [d:] [path]fi1ename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-25C.DEV
PRE.SUBMITTAL REC'O
DEe 9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Appendix C
Storm Water Quality Calculations
PRE.SUBMIITAL REC'O
DEe 9 2010
"
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin A
Basin A has a water quality flow rate of 0.1 0 cfs. A six inch high berm in the bottom of the pond will
create a treatment swaJe which wjJJ be designed to lengthen the flow path of the water quality storm to
allow for sediments to settle and increase contact time with vegetation for removal of pollutants. The
treatment swale in the bottom of the pond will have a bottom width of] 0 feet with 2: I side slopes and
graded at a Y, percent slope to the outlet. The velocity of the stormwater is shown below.
Uniform F!owl Gradually Varied Flow I
Messages I
1."lr':'m~:m;~~~.~~IDi;ti~~~~~~~t-t~~)I~':;
Solve 'For: JNormal Depth
. '.,
-=J
-:J
~
.~
Roughness Coefficient;
10240
. looosoo
10.10
1200
1200
11000
1~10
tP/s
Channel Slope:
I Normal Depth:
I Left Side Slope"
,- Right SidB Slope:
BottomV\Jldth:
ft!1l
ft
ft!1l(H:V)
ft!1l (H:V)
ft
Discharge:
Friction Method: IManning Formula
Flow Area: 1106
Wetted Perimeter: 110.46
Hydraulic Radius: 10.10
TopVVidl:h: F041
Critical Depth: 1001
Crtt.ical Slope: 1343023
Velocity; 1009
Velocity Head 1000
Specific Energy: 1010
Froude Number: 10 OS
Flow Type: ISubcritical
16 -Calc~Jatjo~ S~c~essful.
The velocity is 0.09 feet per second. Solving for the length of treatment swale:
L=VxT = 0.09ftlsec x 9 minutes x 60 secondsll minute
L= 48.6 feet
Therefore, the treatment swale in Detention Pond A must be longer than 48.6 feet.
PRE.SUBMITTAl REC'O
DEe 9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin B
Basin B has a water quality flow rate of 0.28 cfs. A six inch high berm in the bottom of the pond will
create a treatment swale which will be designed to lengthen the flow path of the water quality stonn to
allow for sediments to settle and increase contact time with vegetation for removal of pollutants. The
treatment swale in the bottom of the pond will have a bottom width of]O feet with 2:1 side slopes and
graded at a Y, percent slope to the outlet. TIle velocity of the storm water is shown below.
~~~'~,.;,.a;.tfii::,4<i.'~~~~~~~~"'f~l"t1ts:-:::}r;'i~""~%,~1\,t:)!!~"J;.:{~~~\1;H~":'~-:::'
.1,,~i@!lI!m:l~~_m~~~};ii~2if~:[;ji;:._
Uniform Flow I Gradually Varied Flow I
Messages I
Solve For: INormal De~h
..:J
.-J
"
OJ
Roughness Coefficient:
10.240
10.00500
10.25
13.00
boo
1600
10.28
fP/s
Channel Slope:
ft/fl
ft
ft/fl(H:V)
ft/fl(H:V)
ft
Normal Depth:
Left Side Slope-
Right Side Slope:
Bottom V\ildth:
Discharge:
~~I~
. ,lu/28
. Friction Method:
'Manning Formula
.:J
-Flow"Area: 1'.72
VVetted Perimeter. 17.61
Hydraulic Radius: 10.23
TopVVidth: 17.53
Critical Depth" fa 04
Critical Slope: 1241080
. Velocity: 1016
. Velocity Head: 1000
Specific Energy: 10.26
Froude Number: 1006
Flow Type: ISubcritical
ft'
ft
ft
ft
ft
ftlft
ftls
ft
ft
110- C~f~~;ati~n Successful--
The velocity is 0.] 6 feet per second. Solving for the length of treatment swale:
L=VxT = 0.] 6 ft/sec x 9 minutes x 60 secondsll minute
L= 86.4 feet
Therefore, the treatment swale in Detention Pond A must be longer than 86.4 feet.
Basin C
Basin C will have dual chambered catch basins for treatment.
PRE-SUBMllTAl REC'O
DEe 9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Appendix D
Routing Data and Detention Calculations
PRE.SUBMITTAL REC'D
DEe 9 2010
.
!!!.
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PRE.SUBMIlTAl REC'O
DEe 9 2010
.'
.
.
!!!
x
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PRE-SUBMIITAl REC'O
DEe 9 2010
~
:r:
<:)
"-
UJ
o
o
'"
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin A - Detained Runoff Rates
RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE
SPECIFY [d:l [pathJfilenarne[.ext] OF ROUTING DATA
l0198a .rd
DISPLAY ROUTING DATA (Y or N)?
y
ROUTING DATA:
STAGE (FT)
532.00
532.25
532.50
532.75
533.00
533.25
533.50
533.75
534.00
534.25
534.50
534.7S
535.00
535.25
DISCHARGE (erS)
.00
.07
.10
.12
.14
.15
.17
.18
.19
1.26
3.19
5.70
8.66
12.01
STORAGE (CU-FTj
.0
347.0
709.0
1085.0
1477.0
1884.0
2306.0
2743.0
3196.0
3664.0
4147.0
4646.0
5161.0
5693.0
AVERAGE PERM-RATE:
.0 MINUTES !INCH
2 YEAR STORM EVENT
PERM-AREA (SQ-FT)
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
ENTER [d:] [path]filename[.ext] OF COMPUTED HYDROGRAPH:
198-2a.dev
INFLOW/OUTFLOW ANALYSIS:
PEAK-INFLOW (CFS) PEAK-OUTF'LOW(CFS)
.54 .14
INITIAL-STAGE (fT) TIME-OF-PEAKCHRSJ
.00 8.83
PEAK STORAGE:
1650 CU-FT
OUTFLOW-VOLlCU-FT)
8100
PEAK-STAGE-ELEV(FT)
533.11
ENTER [d:] [path]fi1ename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-2a.sto
5 YEAR STORM EVENT
ENTER [d:] [path]filename[.extJ OF COMPUTED HYDRoGRAPH:
198-5a.dev
INFLOW/OUTFLOW ANALYSIS:
PEAK-INFLOW (CFS) PEAK-OUTFLOw (CFS)
.64 .16
INITIAL-STAGE (FT) TIME-OF-PEAK(HRS)
.00 9.00
PEAK STORAGE:
2100 CU-FT
OUTFLOW-VOL (CU-FT)
9704
PEAK-STAGE-ELEV(FT)
533.38
ENTER [d:) [path] filename [. ext 1 FOR STORAGE OF COMPUTED HYDROGRAPH:
198-5a.sto
PRE.SUBMITTAl REC'O
DEe 9 2010
.
.
10 YEAR STORM EVENT
Storm Drainage Evaluation
Jasper Meadows Phase 10
ENTER I d:] [pa th] f i 1 ename [ . ex t] OF COMPUTED HYDROGRAPH:
198-10a.dev
INFLOW/OUTFLOW ANALYSIS:
PEAK-INFLOW (CFS) PEAK-OUTFLOW (CFS)
.75 .18
INITIAL-STAGE(FT) TIME-OF-PEAK(HRSl
.00 10.50
PEAK STORAGE:
2580 CU-FT
OUTFLOW-VOL (CU-FT)
11174
PEAK-STAGE-ELEV(FT)
533_66
ENTER [d:J [path]filenamel.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198~lOa.sto
25 YEAR STORM EVENT
ENTER Ed:] (pathJfilename{.ext] OF COMPUTED HYDROGRAPH:
198-25a.dev
INFLOW/OUTFLOW ANALYSIS:
PEAK-INFLOW (CFS) PEAK-OUTFLOW (CFS)
.85 .19
INITIAL-STAGE{FT} TIME-OF-PEAK(HRS)
.00 10.83
PEAK STORAGE:
3170 CU-FT
OUTFLOW-VOL (CU-FT)
12704
PEAK-STAGE-ELEV(FT)
533.99
ENTER Cd:] [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-25a.sto
PRE.SUBMIlTAl REC'O
DEe 9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin B - Detained Runoff Rates
RESERVOIR ROUTING INFLOW/OUTFLOW ROUTINE
SPECIFY fd:] fpathlfilenamef .ext] OF ROUTING DATA
l0198b.rd
DISPLAY ROUTING DATA (Y or N)?
y
ROUTING DATA:
STAGE (FT)
523.00
523.25
523.50
523.75
524.00
524.25
524. 50
524.75
525.00
525.25
525.50
525 _ 75
526.00
526.25
DISCHARGE (CF5)
.00
.25
.35
.42
.49
.55
.60
.65
.69
1. 79
3.75
6.28
9.27
12 _ 65
AVERAGE PERM-RATE:
STORAGE (CU-FT)
.0
589.0
1241.0
1960.0
2746.0
3589.0
4476.0
5408.0
6386.0
7409.0
8480.0
9598.0
10764. 0
11978.0
2 YEAR STORM EVENT
.0 MINUTES/INCH
PERM-AREA (SQ-FT)
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
.0
ENTER [d:] [path] filename[ .ext] OF COMPUTED HYDROGRAPH:
198-2b.dev
INFLOW/OUTFLOW ANALYSIS:
PEAK-INFLOW (CFS) PEAK-OUTFLOW (CFS)
1.53 _54
INITIAL-STAGE (FT) TIME-OF-PEAK(HRSl
.00 8.67
PEAK STORAGE:
3390 CU-FT
OUTFLOW-VOL (CU-FT)
23036
PEAK-STAGE-ELEV(FT)
524.19
ENTER [d:] [path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH;
198-2b.sto
5 YEAR STORM EVENT
ENTER [d:] [pa th] fi 1 ename [ . ex t J OF COMPUTED HYDROGRAPH:
198-5b. dev
INFLOW/OUTFLOW ANALYSIS:
PEAK-INFLOW (CFS) PEAK-QUTFLOW(CFS)
1_92 .59
INITIAL-STAGE (FT) TIME-OF-PEAK(HRS)
.00 8.67
PEAK STORAGE:
4370 CU-FT
OUTFLOW-VOL (CU-FT)
27381
PEAK-STAGE-ELEV(FT)
524.47
ENTER [d:] (path] filename [ . ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
198-')b.sto
PRE.SUBMITTAl REC'O
DEe .9 2010
.'
.
.
10 YEAll. STORM EVENT
Storm Drainage Evaluation
Jasper Meadows Phase 10
ENTER Id:J [path]filename[ .ext] OF COMPUTED HYDROGRAPH:
198-10b.dev
INFLOW /OUTFLOW ANALYSIS;
PEAK-INFLOw (CFS)
2.12
INITIAL-STAGE (FTl
.00
PEAK STORAGE:
PEAK-OUTFLOW (CFS)
_ 65
TIME-OF-PEAK(HRS)
8.67
5440 CU-FT
OUTFLOW-VOL(CU-FT)
31687
PEAK-STAGE-ELEV(FT)
524.76
ENTER Ed:] [pathlfilename[.extJ FOR STORAGE OF COMPUTED HYDROGRAPH:
198-10b.sto
25 YEAR STORM EVENT
ENTER [d:] [path]filename[.extJ OF COMPUTED HYDROGRAPH:
198-25b.dev
INFLOW/OUTFLOW ANALYSIS:
PEJL~-rNFLOW(CFS)
2.43
INITIAL-STAGE (FTl
.00
PEAK STORAGE:
PEAK-OUTFLOW (CFS)
_82
TIME-OF-PEAK/HRS}
8.67
6500 CU-FT
OUTFLOW-VOL (CU-FT)
36123
PEAK-STAGE-ELEVIFT)
525.03
ENTER [d:] {path J filename [ . ext ] FOR STORAGE OF COMPUTED" HYDROGRAPH:
198-25b.sto
PRE-SUBMITTAL REC'O
DEe .9 2010
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Addinl!: Hvdrol!:raphs
The hydro graphs from Detention Pond A, Detention Pond B and the undetained Basin C must now be
added to~ether to determine the total runoff which can not exceed the pre-developed rates.
2 Year Developed Runoff Rate
ENTER: [d: I [path] filename [ .ext] OF HYDROGRAPH 1: 198-2a.sto
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1: 10
ENTER: (d:] [path]filenarne[.ext] OF HYDROGRAPH 2: 198-2b.sto
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2: 5
DATA PRINT-QUT:
HYDROGRAPH 1: PEAK-Q=
HYDROGRAPH 2: PEAK-Q=
.14 ers
.54 ers
T-PEAK= 8.17 HRS
T-PEAK= 8.67 HRS
TT= 10 MINUTES
TT= 5 MINUTES
HYDROGRAPH SUM: PEAK-Q=
.68 ers
T-PEAK= 8.67 HRS
TOTAL VOLUME:
31110CU-FT
SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP
c
ENTER: [d:] [pathlfilename[.ext] OF HYDROGRAPH 3: 198-2c.dev
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3: 0
DATA PRI NT-OUT:
HYDROGRAPH S: PEAK-Q=
HYDROGRAPH 3: PEAK-Q=
.68 eFS
.13 eFS
T-PEAK= 8.67 HRS
T-PEAK= 7.B3 HRS
TT= 0 MINUTES
TT= 0 MINUTES
HYDROGRAPH SUM: PEAK-Q=
.73 CFS
T-PEAK= 8.17 HRS
TOTAL VOLUME:
32910CU-FT
5 Year Developed Runoff Rate
ENTER: [d: ] {path] filename [ .ext] OF HYDROGRAPH 1; 198-Sa.sto
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1: 10
ENTER: [d:] [path]filename[.ext] OF HYDROGRAPH 2: 198-5b.sto
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2: 5
DATA PRINT-OUT:
HYDROGRAPH 1: PEAK-Q=
HYDROGRAPH 2: PEAK-Q=
.16 eFS
.59 eFS
T-PEAK= 8.67 HRS
T-PEAK= 8.50 HRS
TT= 10 MINUTES
TT= 5 MINUTES
HYDROGRAPH SUM: PEAK-Q=
.75 eFS
T-PEAK= 8.67 HRS
TOTAL VOLUME:
37074CU-FT
SPECIFY: C - CONTINUE,. N - NEWJOB, r - FILE, P - PRINT, S - STOP
c
ENTER: [d:] [path]filename[.ext] OF HYDROGRAPH 3: 19B-5c.dev
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3: 0
OAT]:>'. PRINT-OUT:
HYDROGPAPH S: PEAK-Q=
HYDROGRAPH 3: PEAK-Q=
.75 eFS
.15 CFS
T-PEAK= B.67 HRS
T-PEAK= 7.B3 HRS
T1'= 0 MINUTES
TT= 0 !1INUTES
PRE.SUBMITTAL REC'O
DEe 9 2010
HYDROGRAPH SUM: PEAK-Q=
.80 CFS
T-PEAK= 8.17 HRS
TOTAL VOLUME:
39384CU-FT
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
1 0 Year Developed Runoff Rate
ENTER: [d:] [path] filename[ .ext] OF HYDROGRAPH 1: 198-10a.sto
ENTER: TRAVEL TIME (MINUTES) or HYDROGRAPH 1: 10
ENTER: [d:] [path]filename[.ext] OF HYDROGRAPH 2: 198~10b.sto
ENTER: TRAVEL TIME (MINUTES} OF HYDROGRAPH 2: 5
DATA PRINT-OUT:
HYDROGRAPH 1: PEAK-Q=
HYDROGRAPH 2- PEAK-Q=
.18 ers
.65 ers
T-PEAK= 9.00 HRS
T-PEAK= 8.67 HRS
TT= 10 MINUTES
TT= 5 MINUTES
HYDROGRAPH SUM: PEAK-Q=
.83 ers
T-PEAK= 9.00 HRS
TOTAL VOLUME;
42870CU-FT
SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP
c
ENTER: [d:] [path]filename[.extJ OF HYDROGRAPH 3: 198-10c.dev
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3: 0
DATA PRINT-OUT:
HYDROGRAPH S: PEAK-Q=
HYDROGRAPH 3: PEAK-Q=
.83 CFS
.17 CFS
T-PEAK= 9.00 HRS
T-PEAK= 7.83 HRS
TT= 0 MINUTES
TT= 0 MINUTES
HYDROGRAPH SUM: PEA1(-Q=
.88 CFS
T-PEAK= 8.50 HRS
TOTAL VOLUME:
45414CU-FT
25 Year Developed Runoff Rate
ENTER: [d:] [path]filename[.ext] OF HYDROGRAPH 1: 198-25a.sto
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 1: 10
ENTER: [d:J[path]filename[.ext] OF HYDROGRAPH 2: 198-25b.sto
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 2: 5
DATA PRINT-OUT:
HYDROGRAPH 1. PEAK-Q=
HYDROGRAPH 2' PEAK-Q=
.19 CFS
.81 CFS
T-PEAK= 9.00 HRS
T-PEAK= 8.61 HRS
TT= 10 MINUTES
TT= 5 MINUTES
HYDROGRAPH SUM: PEAK-Q=
.99 CFS
T-PEAK= 8.67 HRS
TOTAL VOLUME:
48828CU-FT
SPECIFY: C - CONTINUE, N - NEWJOB, F - FILE, P - PRINT, S - STOP
c
ENTER: [d:] [path]filename[.ext] OF HYDROGRAPH 3: 198-25c.dev
ENTER: TRAVEL TIME (MINUTES) OF HYDROGRAPH 3: 0
DATA PRINT-OUT:
HYDROGRAPH S: PEAK-Q=
HYDROGRAPH 3: PEAK-Q=
.99 CFS
.20 CFS
T-PEAK= 8.67 HRS
T-PEAK= 7.83 HRS
TT= 0 MINUTES
TT= 0 MINUTES
HYDROGRAPH SUM: PEAK-Q=
1. 05 CFS
T-PEAK= 8.67 HRS
TOTAL VOLUME:
51726cu-FT
PRE-SUBMITTAL RECIO
DEe 9 2010
.'
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Appendix F
Off-site Runoff Calculations and Culvert Sizing
PRE-SUBMITTAL REC'O
DEe 9 2010
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.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin A Runoff - 50 Year Storm
Using the Santa Barbara Urban Hydrograph method, the runoff is detemlined below:
7~7***~************* 5.C.5. TYPE-IA DISTRIBUTION ********************
********* 50-YEAR 24-HQOR STORM **** 5.00" TOTAL PRECIP. ..."'****........
ENTER: A(PERV), CN(PERVj, A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 1
13.4,80,8.9,98,20
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC{MINUTES)
A CN A CN
22.3 13. q 80.0 8.9 98.0 20.0
PEAK-Q(CFS) T-PEAK(HRS) VOL (CU-FT)
17.00 7.83 293523
Basin B Runoff - 50 Year Storm
Using the Santa Barbara Urban Hydrograph method, the runoff is determined below:
******************** 5.C.5. TYPE-IA DISTRIBUTION ...*...*******...*...............*..
***7.....".... 50-YEAR 24-HOUR STORM ""*T 5.00" TOTAL PREC1P. *....******
ENTER: A(PERV) t CN(PERV), A(IMPERV), CN{IMPERV}, TC FOR BASIN NO. 3
6 _1,80,9.1,98,10
DATA PRINT-OUT:
AHEA(ACRES) PERVIOUS IMPERVIOUS TC{MINUTES)
A CN A CN
15.2 6.1 80.0 9.1 98.0 10.0
PEAK-Q(CFS) T-PEAK(HRS) VOL (CU-FT)
15.08 7.83 221282
Basin C Runoff - 50 Year Storm
Using the Santa Barbara Urban Hydrograph method, the runoff is determined below:
********.*****.**.*. 5.C.S. TYPE-IA DISTRIBUTION **.*.*..***.********
*....7*** 50-YEAR 24-HOUR STORM ***. 5.00" TOTAL PREeIP. .*******.
ENTER: A(PERV), CN(PERV), A(IMPERV}, CN(IMPERV\, TC FOR BASIN NO.
6.5,80,15.3,98,10
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
21.8 6.5 80.0 15.3 98.0 10.0
PEAK-Q{CFS) T-PEAK(HRS} VOL(CU-FT)
22.67 7.83 332629
PRE.SUBMIlTAl REC'O
DEe 9 2010
.
.
.
Storm Drainage Evaluation
Jasper Meadows Phase 10
Basin D Runoff - 50 Y car Storm
Using the Santa Barbara Urban Hydrograph method, the runoff is determined below:
******************** S.C.$. TYPE-IA DISTRIBUTION ********************
********* 50-YEAR 24-HQUR STORM
5.00" TOTAL PRECIP. *********
ENTER: A(PERV), CN(PERV1, A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 2
18.4,80,12.2,98,20
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS Te(MINUTES)
A CN A CN
30.6 18.4 80.0 12.2 98.0 20.0
PEAK-Q (CFS) T-PEAK (HRS) VOL(CU-FT)
23.32 7.83 402686
Basin E Runoff - 50 Year Storm
Using the Santa Barbara Urban Hydrograph method, the runoff is determined below:
***********..******* S.C.S. TYPE-IA DISTRIBUTION .*******************
***+c>**.-.- 50-YEAR 24-HOUR STORM 5.00" TOTAL PREelP. *********
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERVj, TC FOR BASIN NO. 5
12.1,80,18.2,98,10
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
30.3 12.1 80.0 18.2 98.0 10.0
PEAK-Q (CFS) T-PEAK(HRS) VOL(CU-FT)
30.09 7.83 441515
Basin F Runoff - 50 Year Storm
Using the Santa Barbara Urban Hydrograph method, the runoff is determined below:
7*****77***77*7***** S.C.S. TYPE-1A DJSTRIBUTION **7*************7***
**'*-;--;-*7* SO-YEAR 24-HOUR STORM *.** 5.00" TOTAL PRECIP. *****.***
ENTER: A(PERV), CN(PERV), A(IMPERV), CN(IMPERV), TC FOR BASIN NO. 6
7.2,80,16.7,98,10
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC(MINUTES)
A CN A CN
23.9 7.2 80.0 16.7 98.0 10.0
PEAK -Q (CFS) T-PEAK (HRS) VOL (CU-FT)
24.82 7.83 364170
PRE.SUBMITTAl REC'O
DEe 92010
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Cu Ivens
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.
9 - A -13
CHART 10
HEADWATER DEPTH
FOR BOX CULVERTS
WITH INLET CONTROL
tD
w
"-
~
B
x
a
CD
"-
a
f-
I
'"
W
I
12
11
10
9
8
7
f-
a
6 a
U-
rr:
w
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5 Cf)
"-
0
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g
I
f-
a
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/'
/' '"
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a
a
;::
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rr:
4
3
2
D
600 (1) (2) (3)
500 EXAMPLE
S'X2'Box O",75cfs 8 9 10
400 Q/B = 15 cfslft 7 8
6 7 8
300 Inlet 1:W- re: 6 7
(1) 1.75 3_5 5 6
5
200 (2) 1.90 3.8 4 5
4
(3) 2.05 4.1 4
3
3
100 3
a
80 S: 2
I
>'- 2
60 2
50 /'- 1.5 Glut
40 /' 'j! 1.5 ItuJ -=:../.3
/' "- 1.5
30 /' (5
/' ~~
/' ./' rr: HWC:Z-~
20/ /~. ~ 1.0
/' ./
~9f€ of ~ 1.0 -:""---...+-
... ingwalt ~ .9 1.0
Flare')= "-
10 w .8 .9 .9
a
8 rr:
w .8 .8
f- .7
6 <(
5 S:
a .7 .7
4 ;Ii .6
I
3 .6 .6
.5
2
.5 .5
.4
.8 HW WINGWALL .4 .4
.6 [) SCALE FLARE
.5 (1) 30010750 .30 .35 .35
(2) 900and 150
(3) 00 Extensions
of side
To use scale (2) (3) projecl PRE.SUBMITTAL REC'O
hoizontally 10 (1) then
use straighi: inclined line through
D and Q scales, or reverse as DEe 92010
illustrated.
ODOT Hydraulics Manual
.
Culverts
.
.
9 -A - 15
CHART 12
HEAD FOR
CONCRETE BOX CULVERTS
FLOWING FULL IN OUTLET CONTROL
n = 0.012
SOOO
4000
3000
2000
1000 12X12
BOO lOX 10 t-
lOOlli
600 ox, 80 "-
ill
500 tiJ ox, a:
ill 60 :3
400 LL '" sog
'"
(f) 300 ~ ex, 40~
"- X
0 Ol 30g
'" ill
200 ~ ,n a:
e: OJ 20 ~
ill 0
CJ (f) ." CJ
a: "- z
<( 0
J: 100 63_5X3.5 0
0 ill
if) iii - 10 ~
15 BO z. ,n
-' ill 0
" B <(
60 0 w
50 2.5X2-5 6 a::
Q"40 _~
~--- 57-;../'
/",,'
ox, 4
30
20
CJ
Z ill
Z z
a: :J
F?
10
8
6
5
Ts=-_t
SUBMERGED OllllETWITH CULVERT FlOWING FULL
For outlet crown not submerged, compute HW by
methods described In the design procedure
("1: ./
Q-2r::
,,{)~ tVq...
",<5' -<-"0-
",<5' .-:
//",<5'
v~~~
/,.,0.
/ ~.
/
// _EXAM..f.l::E----
_~~3_
D
.4
.5
.6
II -co aB
./
.B~
1.0
t-
ill
ill
"-
Z
~
o
<(
ill
J:
2
3
4
5
6
B
10
20
PRE-SUBMITTAL RECIO
DEe 9 2010
ODOT Hydraulics Manual
.
.
.
Worksheet for Tailwater
Project Description
Friction Method
Solve For
Manning Formula
Normal Depth
I n put Data
Roughness Coefficient
Channel Slope
Left Side Slope
Right Side Slope
Bottom Width
Discharge
0.040
0.00660 ft/ft
50.00 ftlft(HV)
50.00 fUft (H:V)
10.00 ft
133.00 W/s
Results
~Normal Depth
Flow Area
Wetted Perimeter
Hydraulic Radius
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow Type
1.04 ft.oE--
64.45 W
114.00 ft
057 ft
113.98 ft
0.76 ft
003109 ftlft
206 ftls
0.07 ft
111 ft
0.48
Subcritical
GVF Input Data
Downstream Depth
Length
Number Of Steps
0.00 ft
000 ft
o
GVF Output Data
Upstream Depth
Profile Description
Profile Headloss
Downstream Velocity
Upstream Velocity
Normal Depth
Critical Depth
Channel Slope
0.00 ft
0.00 ft
Infinity ftls
Infinity ftls
1.04 ft PRE.SUBMITTAl REC'D
0.76 ft DEe 9 2010
0.00660 fUft
11/30(20108:49:36 AM
Bentley Systems, Inc. Haestad Methods Solution Center Bentley F10wMaster [08.11.00.03]
27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of Z
~
Channels
.
.
8-B-23
+1;11
,L:] -'-
1 i--- B ----i 5
lL
?'
"u 2
cl.v~\\; -4>
16
15
,.
13
12
11
Ii:
;;: 10
u
"
9
8
7
6
5
.
CHART 16
CRITICAL DEPTH IN BOXES
.
I I ---
dr-CANNOT EXCEED D ~ -
I ~
L----
--- --- CRITICAL DEPTH -
-----
/' RECTANGULAR SECTION
../
../
3
o
o
10
20
30 40
~ ~(,-<; ~ 1103
O/s -
G
50
60
1/
1/
/'
dcCANNOT EXCEED 0 I -
./
i/
VI
/4- CRITICAL DEPTH
RECTANGULARSECnON
1/ 01 :":
hI:
~B- !
,
B IN FT
Q INC.F.S
-+---;
de - .315 (Q/B 1 3/2
,
50
100
150
200
250
300
PRE~sDBMITTAL REC'D
DEe 9 2010
Q/B
ODOT Hydraulics Manual