HomeMy WebLinkAboutPacket, Pre PLANNER 4/13/2021Pre -Submittal Meeting
Development and Public Works Department
Reem 61
PRE -SUBMITTAL MEETING DATE:
Tuesday, April 20, 2021
10:00 a.m. - 11:00 a.m.
DPW /^....L......nee Room 616
Pre -Submittal (Subdivision Plat) #811 -21 -000076 -PRE 811-17-000091-PRO7 Hayden Homes
Assessor's Map: 18-02-04-21 TL: 7000
Address: S of Booth Kelly Rd., east of S. 520^ PI.
Existing Use: vacant
Applicant has submitted plans for41-lot residential subdivision
Planner: Andy Limbird
Meeting: Tuesday, April 20, 202110:00 — 11:00 via MS Teams
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,City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Land Division Plat
Partition, Subdivision
$PNI IL, D
Application Type (Applicant: check one)
Partition Plat Pre -Submittal: Subdivision Plat Pre -Submittal: , x
Partition Plat Submittal: Subdivision Plat Submittal: ❑
Required Project Information (Applicant: complete this section)
Applicant Name: James Limerick Phone: 541-923-6607
Company: Hayden Homes LLC
Fax:
Address: 2464 SW Glacier Place Suite 110 Redmond OR 97477
Applicant's Rep.: Scott Morris PE
Phone: 541-302-9790
Company: A&O Engineering LLC
Fax:
Add ress: 380 Q Street Suite 200 Springfield, OR 97477
Property Owner: SSR Investments
Phone:
Company:
Fax:
Address: PO Box 2617 Eugene OR 97402
ASSESSOR'S MAP NO: 18020421
TAX LOT NOS : 7000
Property Address: North of Booth Kelly Road
Size of Property: 8.88 Acres x❑ Square Feet ❑
Proposed Name of Subdivision:
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Proposal: Final subdivision platto create4l single-family residential lots and inhastructure.
Existing Use: vacant
I Tentative Case #:
# of Lots/Parcels: 41 Avg. Lot/Parcel Size: sf
Densit : du/acre
Si natures: Please si n and print our name and date in thea ro riate box on the next aLnli
Required Project Information (City Intake Staff., complete this section)
Associated Applications:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed b :
Application Fee: $
Technical Fee: $
Posta a Fee: $ O
TOTAL FEES: $
PROJECT NUMBER:
Revised 10.14.13 kl 1 of 6
owner Signatures
This application form is used for both the required pre -submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
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.
1/�c,fae �. I� r Ssfz f 1�... tic Date:
Signature
S rr wona, s
Print
I represent this application to be complete for submittal to the C¢y. 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 appllcation 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.
Date:
Signature
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Revised 10.14.13 kl
Land Division Plat Application Process (see next page for a diagram of this process)
1. Applicant Submits a Land Division Plat Application for Pre -Submittal
• The application must conform to the Land Division Plat Pre -Submittal Requirements
Checklist on pages 4-6 of this application packet.
• A pre -submittal meeting to discuss completeness is mandatory, and pre -submittal
meetings are conducted every Tuesday and Friday, from 10:00 am - noon.
• Planning Division staff strives to conduct pre -submittal meetings within five to seven
working days of receiving an application.
2. Applicant and the City Conduct the Pre -Submittal Meeting
• The applicant, owner, and design team are strongly encouraged to attend the pre -
submittal meeting.
• The meeting is held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division and is scheduled for 30 to 60 minutes.
• The Planner provides the applicant with a Pre -Submittal Checklist specifying the items
required to make the application complete if it is not already complete, and the
applicant has 180 days submit a complete application to the City.
3. Applicant Submits a Complete Land Division Plat Application
• When the applicant has addressed all items on the Pre -Submittal Checklist and the
City Surveying Section has notified the applicant's surveyor that the plat and other
documents are sufficiently refined, the applicant can submit a complete application to
the City Survey Section located in the NW Quad of City Hall.
• The application must conform to the Land Division Plat Submittal Requirements
Checklist on page 6 of this application packet.
• If the submittal is deemed complete, the City Survey Section will sign -off on the City
Survey approval sheet and send the applicant to the Development & Public Works
Department for application submittal and fee collection.
• Planning staff checks and signs the mylars.
4. Applicant Records Plat at Lane County & Submits Plat and Documents to City
• After Planning staff checks and signs the mylars, the plat may then be recorded by the
applicant's surveyor at Lane County.
• After plat has been recorded at Lane County, applicant submits five (5) recorded, rolled
paper copies of the plat and three (3) copies of required documents to the
Development & Public Works Department prior to the issuance of building permits.
Revised 10.14.13 kl 3 of 6
LAND DIVISION PLAT APPLICATION PROCESS
Applicant submits land division plat application for pre -submittal
(See Land Division Plat Pre -Submittal Requirements Checklist)
City departments review application for completeness and hold pre -submittal meeting to
discuss completeness issues with applicant and applicant's representatives.
Applicant addresses incomplete items.an
l ity comments to applurveyor checks e aint sisurveyor.turns
Applicant's surveyor corrects plat City Surveyor conducts field check and
and returns to City Surveyor. returns comments to applicant's surveyor
Applicant's surveyor sets new monuments
and flags existing ones.
Once no errors appear on the plat and a current title report is submitted, applicant's
surveyor is given ok to submit complete land division plat application.
After ok given from City Surveyor and applicant has addressed all incomplete items from
pre -submittal, applicant submits complete application to the City Survey Section
(see Land Division Plat Submittal Requirements Checklist)
City Survey Section signs -off on City Survey approval sheet and sends the applicant to the
Development & Public Works Department for application submittal and fee collection.
------------
Planning staff checks and signs mylars and notifies applicant's surveyor of approval.
Applicant takes plat and accompanying documents to Lane County for recording.
Applicant brings copies of recorded plat and documents to Development & Public Works
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Revised 10.14.13 kl
Land Division Plat Pre -Submittal Requirements Checklist
NOTE: If you feel an item does not apply, please state the reason why and attach the
explanation to this form.
Q 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 & Public
Works Department. Any applicable application, technology, and postage fees, are
collected at the pre -submittal and submittal stages.
Q Land Division Plat Application Form
Q Letter Addressing Conditions of Approval - lists and addresses each condition of
approval, detailing the actions taken and current status of each item.
Q Five (5) Paper Copies of the Plat stamped and signed by the surveyor.
Q Two (2) Copies of Closure Sheets for the boundary and each lot or parcel and all
common areas, dedicated areas, and easement areas that are not simple parallel offsets.
Two (2) Copies of Title Report or Subdivision Guarantee for the parcel being
divided. The title report must be dated within 30 days of submittal at the time of the final
submittal. An older report is OK at the pre -submittal stage.
Q Two (2) Copies of Each of the Reference Documents and Plats listed on the plat.
Q Two (2) Copies of Each of the Supporting Documents - the vesting deed (must vest
title to the owner listed on the plat), existing easement deeds, and documents listed as
exceptions in the title report, etc.
0 Two (2) Draft Copies of any street dedications.
0 Two (2) Draft Copies of Any New Easements or Restrictions being created by
separate document, improvement agreements, maintenance agreements, joint use
ingress/egress and utility easements, sewer hook up in lieu of assessment, and any other
documents that will be recorded together with the plat or that are required by the
Conditions of Approval.
7l Two (2) Copies of a Consent Statement (Concurrence) on the plat (to be signed by
the lender prior to final approval) OR Two (2) Copies of an Affidavit of Consent by
separate document is required from all Trust Deed, mortgage, or other secured loan
interest holders against the property to be recorded simultaneously with the plat IF any
public dedications or easements are being made and/or any other interests are being
transferred to the public per ORS 92.075 (2-4).
T] Copies of Wetland Documents as required.
0 Copies of ODOT Access Permits as required.
x❑ Draft Copy of Bargain and Sale Deed for Reserve Strips - City Survey Section has a
template.
M Verification that Street Tree Agreement is in Progress as required.
Q Draft Copy of the Conditions, Covenants & Restrictions (CC&Rs) as
required.
Revised 10.14.13 kl 5 of 6
n Post Monumentation Deposit as required for subdivisions only. City Survey Section
has current fee schedule and templates.
0 Location of Any Floodways in accordance with SDC 3.3-400.
x❑ Existing Easements Clearly Identified with Their Recorded Reference.
0 New Easements and Reserve Strips Referenced in Owner Certificates of
Dedication and Purposes of Easements Identified on Plat.
NOTE: When, as part of the approval process, the application has been conditioned so that the
recordation of a document is required, the applicant shall be responsible for paying the Lane
County recording fee for any such required document. Documents which may require
recordation include, but are not limited to: Development Agreements; Improvement
Agreements; Deed Restrictions; Future Development Plans; Easements; Joint Use Access/
Maintenance Agreements; and Dedications of Right -of -Way.
Land Division Plat Submittal Requirements Checklist
NOTE: If you feel an item does not apply, please state the reason why and attach the
explanation to this form.
❑ 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 & Public
Works Department. The application, technology, and postage fees, where applicable, are
collected at the time of complete application submittal.
❑ Land Division Plat Application Form
❑ Two (2) Copies of the Deed
❑ Two (2) Copies of a Title Report issued within 30 days of the date Lane County will
record the plat.
❑ Original Plat on Mylar with notarized owner(s) signature(s) and signed surveyor stamp.
❑ Copy of the Mylar on Bond Paper
❑ Original and Copy of all Required Documents with signatures where appropriate.
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fA Gimall
Sarah Morris<sarahmorris@aoengr.com>
Woodland Ridge phase 2
2 messages
Will Goodwin <willhgood@gmail.com> Thu, Apr 8, 2021 at 2:05 PM
To: scottmorris@ao-engr.com
Cc: sarahmorris@ao-engr.com, kylemorris@ao-engr.com, dkluck@hayden-homes.com
Scott
As the manager of SSR Investments LLC, I give you authorization to sign on my behalf for the following
1. Land Division Plat - pre-submittal
2. Tree Felling Permit
Please let me know if you need anything else from me.
Thank you
Will Goodwin
Manager
SSR Investments LLC
(503)936-3852
willhgood@gmail.com
scoQmorris@aoengr.com <scottmorris@ao-engr.wm> Thu, Apr 8, 2021 at 2:40 PM
To: Will Goodwin <willhgood@gmail.com>
Cc: sarahmorris@ao-engr.com, kylemorhs@ao-engr.com, dkluck@hayden-homes.com
Thank you for the quick response Will.
Have a good evening
Stott Morris, PE
A & O Engineering LLC
Phone: (541) 302-9790
[Quoted text hidden]
Document Date
Applicant's Request
Property Owner/PrimaryApplicant
Property Owner
Applicant's Representative
Subject Property
Location
Property Size
Zoning
April 12th, 2021
Final Subdivision
James Limerick
Hayden Homes LLC
2464 SW Glacier Place Ste 110
SSR Investments, LLC
c/o William Goodwin, Member
PO Box 2617
Eugene, OR 97402
Scott Morris, PE
A & 0 Engineering, LLC
380 O Street, Ste 200
Springfield, OR 97477
Assessors Map 18-02-04-21
Tax Lot: 7000
East of Woodland Ridge Phase 1
And Squirrel Street.
8.88 Acres
LD (Low Density Residential
(541) 302-9790 Civil Engineering and Site Consulting 380 Q Street, Suite 200
AO-engr.com Oregon +Arizona + Washington Springfield, OR 97477
Background
This is an application for the final plat of Woodland Ridge Phase 2 subdivision to create 41
residential lots. This is the second phase of a 97 lot subdivision on an approximately 25.16 acre
site in an area zoned low density residential. The subject property is located south of the former
Weyerhouser haul road (Booth Kelly Road) with access to S. 49th Place and S. 51st Place. The
Woodland Ridge Phase 2 subdivision will create 41 single family residential lots and include
supporting public utilities, infrastructure, and public streets. There are no existing structures or
other impervious surfaces on the subject property. The tentative case number,
811-18-000007-TYP2, was approved with twenty-three (23) conditions April 9, 2018.
In this written statement Springfield Development Code (SDC) 5.12-145 Land Divisions -
Partitions and Subdivisions Plat Criteria are addressed to demonstrate that this application
clearly meets all of the SDC requirements and criteria. Within this document, the SDC text
excerpts are in italics and the applicant's responses are in plain text.
SDC 5.12-145 Plat Criteria
The Director, in consultation with the City Surveyor and City Engineer, shall approve or deny the
Plat. Approval shall be based on compliance with the following criteria:
A. The City Surveyor has approved the Plat for compliance with applicable platting
requirements in accordance with State law, Lane County Ordinances and any other
applicable regulations.
A final copy of the Woodland Ridge Phase 2 Final Subdivision Plat is included with this
application for review by the city surveyor.
B. Streets, bicycle paths, accessways, and alleys for public use have been dedicated
without any reservation or restriction other than reversionary fights upon vacation.
There are no proposed or required public dedications for bicycle paths or alleys in Woodland
Ridge Phase 2. Public right-of-ways are dedicated without as shown on the final plat and are
done without any reservation or restriction.
C. Public improvements, as required by this Code or as a condition of Tentative Plan
approval, are completed or:
1. A petition for public improvements and for the assessment of the real property for
the improvements has been signed by the property owner seeking the land
division and the petition has been accepted by the City Engineer, or
2. A performance bond or suitable substitute as agreed upon by the City Engineer
and the applicant has been filed with the City in an amount sufficient to assure
the completion of all required public improvements.
A performance bond for public improvements for Woodland Ridge Phase 2 will be submitted to
city staff as required prior to plat approval.
D. Public assessments, liens, and fees with respect to the land division has been paid, or.
1. A segregation of assessments and liens has been applied for and granted by the City, or
2. An adequate guarantee in a form acceptable to the City has been provided assuring the
liens, assessments and fees will be paid prior to recording the Plat.
No public assessments, liens, or fees are known to exist with respect to the subject property.
However, the property owner will pay any assessments, liens, and/or fees if any are discovered.
E. All conditions of Tentative Plan approval have been met and the Plat substantially conforms
to the provisions of the approved Tentative Plan.
The parcel layout and easement location on Woodland Ridge Phase 2 Final Subdivision Plat
are the same as shown on the approved tentative subdivision plan, unless noted below. This
means that the final plat substantially conforms to the provisions of the approved tentative
subdivision. In addition, the tentative subdivision application was approved with twenty-three
(23) conditions. Compliance with the conditions of approval is discussed below.
1. The applicant shall design and construct all public roadways within the subdivision area
using the city's Public Improvement Project (PIP) process.
The applicant has submitted a Public Improvement Permit plan, prepared by A & O Engineering,
LLC for the design and construction of the new streets serving Woodland Ridge Phase 2 as
required.
2. Prior to approval of the PIP, the applicant shall revise the 26 -foot wide road
cross-sections to provide for parking on one side of the street only with "No Parking -
Fire Lane" signs on the other.
The PIP plans prepared by A & O Engineering LLC for Woodland Ridge Phase 2 includes
installation of no parking signs. on one side of the street.
3. Prior to or concurrent with approval of the Final Subdivision Plat, the applicant shall
provide for dedication of public road right-of-way across the Weyerhaeuser Road parcel
at the South 49th Place and South 51st Place extensions.
Dedication of public road right-of-way across the Weyerhaeuser Road parcel at South 49th
Place and South 51 st Place have been executed and were recorded concurrently with
Woodland Ridge Phase 1 Final Subdivision Plat.
4. Prior to or concurrent with approval of the Final Subdivision Plat, the applicant shall
provide for execution and recording of an emergency access easement across the
portion of Weyerhaeuser Road parcel that is to be used as a 20 -foot clear width
emergency access route.
An emergency access easement across the portion of Weyerhaeuser Road parcel has been
executed and recorded.
5. The applicant shall be solely responsible for minimizing disruption to the existing
properties at 5287 Forsythia Drive and 595 South 53rd Street during construction of a
new sanitary sewer connection, and for restoring the private property to equivalent or
better condition at the conclusion of the construction work.
Not applicable to Phase Two of Woodland Ridge.
6. The applicant shall design and construct all public sanitary sewer lines serving the
subdivision area using the City's PIP process.
The PIP plans prepared by A & O Engineering, LLC for Woodland Ridge Phase 2 include
design and construction of public sanitary sewer lines to serve the proposed development.
7. The applicant shall design and construct the stormwater management system, including
vegetated detention ponds, piping, and channels for the subdivision area using the City's
PIP process.
The PIP plans prepared by A & O Engineering, LLC for Woodland Ridge Phase 2 include
design and construction of stormwater management facilities to serve the proposed
development.
8. Prior to approval of the Final Subdivision Plat, the applicant shall implement
neighborhood Covenants, Conditions and Restrictions (CC&Rs), or an equivalent
mechanism satisfactory to the city, with the following notification language to property
owners and residents of the subdivision:
"The City of Springfield provides operational maintenance only for stormwater detention
ponds that drain water from public rights-of-way or other property. Maintenance
performed in these areas is limited to functionality in order to ensure a properly working
stormwater system. The City does not provide aesthetic maintenance for stormwater
treatment facilities. Any additional maintenance or enhancement desired by the
developer or residents of the subdivision can be provided by that party at no cost or
obligation to the City, and shall be coordinated through the City of Springfield's
Development & Public Works Department."
The applicant will submit Covenants, Conditions and Restrictions(CC&Rs) for staff approval
prior to Woodland Ridge Phase 2 Final Subdivision Plat as required.
9. Prior to approval of the Final Subdivision Plat, the applicant shall obtain approval for a
wetland delineation report from applicable Federal and state agencies and provide
evidence thereof to the City.
Completed during Phase One of Woodland Ridge Subdivision.
10. Prior to approval of the Final Subdivision Plat or initiation of any construction activity,
including tree removal or grading, the applicant shall obtain wetland fill/ removal permits
from applicable Federal and state agencies and provide evidence thereof to the City.
Completed during Phase One of Woodland Ridge Subdivision.
11. The applicant shall be responsible for maintaining all vegetation required for stormwater
treatment in the detention ponds and swales during the standard two-year warranty
required by the City's PIP approval process.
The PIP plans prepared by A & O Engineering LLC for Woodland Ridge Phase 2 will note that
the applicant is responsible for maintenance of all stormwater facility vegetation during the
two-year warranty period.
12. The applicant shall provide the location of all utility lines, community mail boxes, and
associated infrastructure as part of the City's PIP process.
The PIP plans prepared by A & O Engineering LLC for Woodland Ridge Phase 2 will show the
location of utility lines, community mail boxes, and infrastructure that serve the development.
13. To meet minimum separation requirements for installed utilities, the applicant will be
responsible for ensuring that buildings and structures are not placed within 10 feet of
vaults and junction boxes and relocating utilities that are found to be in conflict with
new or proposed driveway locations within the subdivision area, to the satisfaction of the
City and the affected utility provider.
The applicant will demonstrate minimum separation requirements are met at issuance of
building permit.
14. Prior to approval of the Final Subdivision Plat, the applicant shall provide for extension of
the full suite of public utilities and paved driveway from the street frontage to the building
footprint area of panhandle Lots 1, 2, 3, 47 and 50.
Completed during Phase One of Woodland Ridge Subdivsion.
15. The Final Subdivision Plat shall provide for a 14 -foot wide public utility easement across
the former Weyerhaeuser haul road parcel to accommodate the sanitary sewer line
between tract D and manhole #25001 at the rear of 5287 Forsythia Drive (Tax Lot 4800).
Completed during Phase One of Woodland Ridge Subdivision.
16. The Final Subdivision Plat shall provide for a suitable joint access and utility easement
across the panhandle portions of Lots 47 and 50 for their mutual use and benefit.
Completed during Phase One of Woodland Ridge Subdivsion.
17. Prior to issuance of any building Permits for lots within the subdivision area, the
applicant shall demonstrate compliance with the solar setback requirements of SDC
3.2-225.
The applicant will demonstrate compliance with the solar setbacks prior to issuance of building
permits as required.
18. The construction plans for the subdivision shall include groundwater protection
construction notes as outlined in Finding 78 of the staff report and decision on the
subdivision, Case 811-18-000007-TYP2.
Finding 78 of the staff report states: "Development Review staff has reviewed the application in
regard to the Drinking Water Protection Overlay District and Refinement Plan requirements. The
subject site is not within the mapped Time of Travel Zones for the City's drinking water wells.
Therefore, specific policies of the DWP Overlay District do not apply to the subdivision area.
However, to protect existing groundwater resources staff recommends employing
Best Practices during construction of the subdivision, including the following measures:
o Care shall be taken to prevent groundwater contamination during initial
site preparation and final construction. Any chemical spills or
leaks must be cleaned up immediately and clean-up materials
disposed off-site and in accordance with Lane County and DEQ
requirements.
o Contractors/developers shall be responsible for the safe handling and storage of
chemicals, petroleum products, and fertilizers and the prevention
of groundwater and storm water runoff contamination. Chemicals
used during construction, including paint and cleaning
materials/wastes, must not enter the soil or be washed into the
storm water system. Al chemicals should be stored in adequate
secondary containment.
o Precautions must be taken to prevent fluid-containing equipment located
outside (such as construction equipment and machinery) from
leaking, including providing a dedicated area for fueling and
maintenance of equipment. This area should be prepared and
maintained in a way that prevents spills or leaks from migrating
to the soil or storm water drainage system.
No fill materials containing hazardous materials shall be used on
this site."
Construction plans for the subdivision will include staff recommendations to employ Best
Practices to prevent groundwater contamination as required.
19. The Final Subdivision Plat shall provide for a slope easement or similar mechanism that
identifies a 75 -foot wide, non -buildable area within Lots 1-4 as measured perpendicular
from the toe of slope. Alternatively, the developer shall prepare and submit
supplementary landslide hazard analysis for Lots 1-4 if building foundations are
proposed within 75 feet of the toe of slope.
Completed during Phase One of Woodland Ridge Subdivsion.
20. Prior to the initiation of any construction or vegetation removal on the development site,
the applicant shall obtain a Tree Felling Permit for the removal of more than five trees
greater than 5 -inches in diameter from the property over any 12 -month period.
The applicant will obtain a tree felling permit as required. This permit application was submitted
to the City of Springfield on April 9th, 2021.
21. Prior to approval of the Final Subdivision Plat, the applicant shall prepare and submit a
full signal warrant analysis satisfactory to the City for the intersection of Daisy Street and
Bob Straub Parkway as a supplement to the submitted TIA. The supplementary signal
warrant analysis shall be completed in accordance with Part 4 of the MUTCD.
The applicant and A & O Engineering, LLC have received confirmation from Michael Liebler,
City of Springfield Transportation Engineer, that completion of the TIA determined a full signal
warrant analysis is not warranted and no further action is necessary.
22. Requests for second or over -width driveways within the subdivision area shall
demonstrate to the satisfaction of the City that there are no conflicts with street lights, street
trees, and utility infrastructure.
The applicant will demonstrate lack of conflicts regarding requests for second or over -width
driveways at prior to issuance of building permits.
23. The PIP plans for the subdivision shall provide for temporary use of the former
Weyerhaeuser haul road between Daisy Street and South 57" Street for truck and heavy
equipment access and egress during construction of the subdivision. The applicant shall obtain
written concurrence for the temporary use of the Weyerhaeuser haul road parcel from
the owner, Willamalane Park & Recreation District, prior to approval of the PIP plans and
commencement of construction.
The PIP plans prepared by A & O Engineering LLC will provide temporary use of Booth Kelly
Road between Daisy Street and South 57'h Street for access and egress of trucks and heavy
equipment during construction. The applicant has obtained written approval for temporary use of
the road from the owner, Willamalane Park & Recreation District, prior to approval of the PIP
and construction activity.
This subdivision plat application clearly meets the application requirements (per the checklist
and Springfield Development Code) and the approval criteria; thus the applicant respectfully
requests that the Current Planning Manager approve the application. If there are any questions
or concerns, please do not hesitate to contact Scott Morris, PE at A & O Engineering, LLC via
email (scottmorris(a)ao-engr.coml or phone (541-302-9790).
STATUS OF RECORD TITLE REPORT
A & 0 ENGINEERING LLC Data: APRIL 09, 2021
ATTN: SARAH MORRIS Our No: CT -0326632
3B0 Q STREE- #200 You No: --
SPRINGFIELD, OR 97477 Charge: $300.00
As requested, Cascade Title Co. has searched our tract indices as to the following
described real property:
Tract A, WOODLAND RIDGE PHASE 1, as platted and recorded September 22, 2020,
Reception No. 2020-053369, Lane County Deeds and Records, in Lane County, Oregon.
and as of MARCH 31, 2021 at 8:00 A.M., we find the following:
Vestee:
SSR INVESTMENTS, LLC,
an Oregon Limited Liability Company
Said property is subject to the fo'_lowing on record matters:
1. Liens, if any, for any assessmen_s by Homeowners Association for Plat of Woodland
Ridge Phase 11 resorted September 22, 2020, Reception No. 2020-053369, Lane County
Deeds and :Records.
2. Easement, including the terms and provisions thereof, granted Mountain States Power
Company, by instrument recorded March 28, 19E1, Reception No. B435 P175, Lane
County Oregon Deed Records.
3. Easement, including the terms and provisions thereof, in favor of Qwest
Communications Company, LLC, Level 3 Communications, DEC and/or Wil --Tel
Communications, L.C, for permanent telecommunications right of way and related
facilit-es ("Telecommunicaiions Cable System"), as set forth in Final Order and
Judgment approving the Settlement Agreement, filed July 11, 2013, in the United
States District Court `-or the District of Oregon, Eugene Division, Case No. 6:00 -
CV -06201 -AA; Eascmest Deed by Court Order in Settlement of Landowner Action was
recorded September 12, 2013, Reception No. 2013-049553, and recorded January 9,
2014, Reception No. 2014-000678, Lane County Deeds and Records.
MAN OFFICE FLORENCE OFFICE VILLAGE PLAZA OFFICE
811 W96LAMETTE ST. 715 H 101 * FLORENCE, OREGON 97439 4750 VILLAGE PLAZA LOOP SUITE 100
EUGENE, OREGON 97401 MAILING: PO BOX 508 * FLORENCE, OREGON 97439 EUGENE, OREGON 97401
PH: (541)687-2233- FAX: (541)485-0307 PH: (541)997-8417"FAX: (541)997-8246 PH: (541)653-8622`FAX: (541)8441626
Order No. 0326632
Page 2
9, C.ven ants, conditions, restrictions and easements, including the terms and
provisions thereof, (but omitting covenants or restrictions, if any, based upon
race, color, religio n, sex, sexual orientation, familial status, marital status,
disability, handicap, national origin, ancestry, or s-Crce of income, ve set or
forth
in applicable state or federal laws, except to the extent that said covenant2020,
restriction is permitted de applicable law) in Declaration recorded May IS,
Reception No. 2020-029522, Lane County Deeds and Records.
nd
5. Covenants, conditions, restrictions and easements, in,the termbaa ed
provisions familial status,
u on
there.£, (but omitting covenants or rany,
marital status,
race, color, religion, sex, sexual orientation, as set forth
disability, handicap, national origin, ancestry, or source c£ income,
in applicable state or federal laws, except to the extent that said covenant or
restriction is permitted by applicable )awl and the right to levy, certain charges
and assessments against the subject property, nand and Declaration in amended November23,2020,
September 22, 2020, Reception No. 2020-053370,
Reception No. 2020-068781, Lane County Deeds and Records.
6. Easements,
notes, conditions, restrictions and dedications as shown, Set forth, September
and/or delineated on the recorded 9, Lane County Deed, andase 1, Records.
22, 2020, Reception No. 2C2C-053369,
7, Easement as disclosed in Springfield Utility Board Easement - Electric, including
the terms and provisions thereof, between EHIF V, LLC, and City of Springfield, a
municipal corporation of the State of Oregon, acting by and through its Springfield
Utility Board, in Lane County, Oregon, recorded December 31, 2020, Reception No.
2020-077682, Lane County Deeds and Records.
NOTE: Taxes, Account No. 1301900, Assessor's Map No. 18 02 09, 42801, Code 19-00,
2020-2021, in the amount of $56,298.03, PAID IN FULL. (Also Includes other Property)
This report is to be utilized for information only. This report is not to be used as a
or foreclosing the real property
basis for transferring, encumbering described.
is limited to the addressee and shall not exceed the
The liability of Cascade Title Co.
premium paid hereunder.
CASCADE TITLE CO., by:
rh: Title officer: KURT BEATY
Lane County Clerk 2011°0NN
Grans'es: s Name and AtltlreLane County Deeds and Records
Sack 6 II''
Box
17
Eu II�IIIIIIINI�IIIIIIIII��III�III�I�IIIIIIIIIII�II
Eugenene26, OR 97402 $52,00
Grantee's Name and Address: BIfi865a520170SMS530020022
s555Wood onoop0 11/0912011 04;05;56 PM
Eugene, OR 97405 RPR -DEED Cnt=1 Stn_35 CaSHIER 01
AFTERRECORDING. RETURN TO: $10.00 $11.00 $21.00 $10.00
F. Fe AMorney at Law
975 Oak Sheet, Suite 009
shall be sent to the to
SSR Innsetments, LLC
WARRANTY DEED -STATUTORY FORM
Jack Louie, Grantor, conveys and warrants to SSR investments, LLC, an Oregon Limited Liability Company,
Grantee, the following described real property free of encumbrances except as specifically set forth herein situated
in Lane County, Oregon, to -wit:
See Exhibit °A" attached hereto and by this reference incorporated herein.
Property commonly (mown as: 5400 and 4100 Mt. Vernon Road, Springfield, Oregon
Tax Account Nos.: 0561165, 0561157 and 1301900
The said property is free from encumbrances except easements, conditions, and restrictions, and liens of record
The liability and obligations of the Grantor to Grantee and Grantee's heirs and assigns under the warranties and
covenants contained herein or provided by law shall be limited to the amount, nature, and terms of any right or
indemnification available to Grantor under any title insurance policy, and Grantor shall have no liability or obligation
except to the extant that reimbursement for such liability or obligation is available to Grantor under any such title
insuranoe policy.
The true consideration for this conveyance is other than money.
Dated this Him day of November, 2017.
2007
AND SECTION 2
STATE OF OREGON, County of Lane, ss.
Noy 11-V
This instrument was acknowledged before me on Navember 9, 2017, by Jack Louie.
OFFICIALSTAMP
ANNETTE KAY KAYSER ai
NmARr vueLICAam_._ Public for O
936576 re n
COMMISSION NO.
MY COMMI58IDN F%P18FS MARCH 02.2019
HAT THE UNIT OF LAND
TO VERIFY THE
'OREST PRACTICES, AS
UNDER ORS 195,30D,
AND 17, CHAPTER 855,
EXNISIT "A"
LEGAL DESCRIPTION
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Name: Lot 57
North: 4882.6993' Fast: 6517.7353'
Segment #1 Line
Course: NO' C3' 55.00"W Length: 100.00'
North: 4982.6992' East: 6517.6214'
Segment #2 . Line
Course: N89' 56' 06.00"E Lengtl: 50.00'
North: 4982.7562' East: 6567.6213'
Segr.ent #3 . Line
Course: SO' 03' 55.00"E Length: 100.CO'
North: 4882.7563' East: 6567.7333'
Segment 44 Line
Course: S89' 56' 05.00"W Length: 50.CO'
North: 4082.6993' East: 6517.7353'
Perimeter: 300.01' Area: 5000.23 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' OO.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 300000000.00
Name: Lot 58*++�+.++�+++�++++�++���a:�+�+x++.++�++�++�+++++++++++..++++.
North: 4982.7607' East: 6567.6213'
Segment #-- Line
Course: N89' S6' 05.00"E Length: 50.00'
North: 4982.8177' East: 6617.6213'
Segmert 42 Line
Course: SO' 03' 55.00"E Length: 100.00'
North: 4882.8178' East: 6617.7352'
Segmert #3 Lige
Cocrse: S891 56' 05.00"W Length: 50.00'
North: 4882.7608' East: 6567.7353'
Segment #4 Line
Course: NO* 03' 55.00"W Length: 100.00'
North: 4982.7607' East: 6567.6213'
Perimeter: 300.01' Area: 5000.23 Sq. Ft.
Error Closure: 0.000 Course: NO° 00' 00.00"E
Error NorLh: 0.00000 East: 0.00000
Precision 1: 300000000.00
Name: Lot 59
North: 4982.8177' East: 6617.6213'
Segment #1 Line
Course: N89° 56' 05.00"E Length: 50.00'
North: 4982.8747' East: 6667.6213'
Segment #2 Line
Course: SO' 03' 55.00"E Length: 100.00'
North: 4882.8747' East: 6667.7352'
Segment #3 Line
Course: S89° 56' 05.00"W Length: 50.00'
North: 4882.8178' East: 6617.7352'
Segment #4 Line
Course: NO' 03' 55.00"W Length: 100.00'
North: 4982.8177' East: 6617.6213'
Perimeter: 300.01' Area: 5000.23 Sq. Ft.
Error Closure: 0.0000 Course: NO" 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 300000000.00
Name*++Lot +60++x++++++++++_++++_++++++++++.++++++.++++x+++++++++++++++++
North: 4982.9316' Easi: 6717.6212'
Segmert 91 Line
Course: SO° 03' 3b.00"E Length: 100.00'
North: 4882.9317' East: 6717.7352'
Segment is Line
Course: S89' 56' 05.00"W Length: 50.00'
North: 4882.8747' East: 6667.7352'
Segment k3 Line
Course: NO° 03' 55.00"W Length: 100.00'
North: 4982.8747' East 6667.6213'
Segment #4 Line
Course: N89' 56' 05.00"E Length: 50.00'
North: 4982.9316' East: 6717.6212'
Perimeter: 300.01' Area: 5000.23 Sq. Ft.
Error Closure: 0.0000 Course: NO° 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 300000000.00
Name: Lot 61+++.+++++++++++++x++.++++++++++++++++++++++++++,.++++,..+++++
North: 4982.9886' East: 6767.6212'
Segment #1 Line
Course: SO' 03' 55.00"E Length: 100.CO'
North: 4882.9887' East: 6767.7351'
Segment #2 Line
Course: S89° 56' 05.00"W iength: 50.00'
North: 4862.9317' East: 6717.7352'
Segment #3 -ine
Course: NO' 03' 55.00"W Length: 100.00'
North: 4982.9316' East: 6717.6212'
Segment #4 Line
Course: N89` 56' 05.00"E -ength: 50.00'
North: 4982.9886' East: 6767.6212'
Perimeter: 300.01' Area: 5000.23 Sq. Nt.
Error Closure: 0.0000 Course: NO° 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 300000000.00
Name+++Lot+62++++++++�+++++++++++++++++++++++++++++a+.++++++++++++++.+++
North: 4982.9886' East: 6767.6212'
Segment #1 Line
Course: N89° 56' 05.00"E Length: 50.00'
North: 4983.0456' East: 6817.6212'
Segment #2 Line
Course: SO' 03' 55.00"E Length: 100.00'
North: 4883.0456' East: 681/.7351'
Segment #3 Line
Course: S89" 56' 05.00"W Length: 50.00'
North: 4882.9887' East: 6767.7351'
Segment #4 Line
Course: NO' 03' 55.00"W Leng�h: 100.00'
North: 4982.9886' East: 6767.6212'
Perimeter: 300.01' Area: 5000.23 Sq. Et.
Error Closure: 0.0000 Course: NO` 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 300000000.00
Name: Lot 63
North: 4983.1025' East: 6867.6211'
Segmen� #1 Line
Course: SO° 03' 55.00"E Length: 100.00'
North: 4883.1026' East: 6867.7351'
Segment #2 idn.
Course: S89' 56' 06.0C"W Length: 30.00'
North: 4883.0456' East: 6817.7351'
Segment 43 Line
Course: NO" 03' 55.00"W Length: 100.00'
North: 4983.0456' East: 6817.6212'
Segment #4 Line
Course: N89" 56' 05.001-E Length: 50.00'
North: 4983.1025' East: 6867.6211'
Perimeter: 300.01' Area: 5000.23 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 300000000.00
Name Lot 64
North: 49B3.1732' East: 6929.6211'
Segmert #1 Line
Course: SO' C3' 55.0011E Length: 106.55'
North: 4876.6232' East: 6929.7425'
Segment #2 Curve
Length: 40.62' Radius: 125.00'
Delta: 18°37'09" Tangent: 20.49'
Chord: 40.44' Course: NBO' 45' 20.28"W
Course In: SIB' 33' 14.43"W Course Out: NO' 03' 55.00"W
RP North: 4758.1202' East: 6889.9677'
End North: 4883.1197' East: 6889.6277'
Segment 43 Line
Course: S89° 56' 05.00"W Length: 22.09'
North: 4883.0956' east: 6867.7377'
Segment #4 Lire
Course: NO° 03' 55.00'W Length: 100.00'
North: 4983.0945' East: 6867.6238'
Segment #5 Line
Course: N89° 56' 35.001E Length: 62.00'
North: 4983.1651' East: 6929.6238'
Perimeter: 331.26' Area: 6286.38 Sq. Et.
Error Closure: 0.0085 Course: SIB" 22' 36.93"E
Error North: -0.00802 East: 0.00266
Precision l: 38950.59
Name+++Lot*65+++++++x++.++,.++++x+w.+++..++:+.+++..+
North: 4923.3092' East: 7047.6894'
Segment #1 Line
Course: SO' 03' 55.00"E Length: 143.38'
North: 4779.9293' Fast: 7047.8527'
Segment #2 Curve
Length: 58.29' Radius: 75.00'
Delta: 44°31'41" Tangent: 30.10'
Chord: 56.83' Course: N53° 17' 32.62"W
Course In: N14" 26' 36.81"E Course Out: S58° 58' 17.95"W
RP North: 4B52.S5B9' East: 7066.5597'
End North: 4B13.8984' East: 7002.2923'
Segment #3 Line
Course: N31° 01' 42.05"W Length: 10.11'
North: 4822.5618' East: 6997.0810'
Seoment #4 Curve
Length: 13.04' Radius: 5.25.00'
Delta: 5°58'32" Tangent: 6.52'
Chord: 13.03' Course: N34° 00' 58.29'W
Course In: S58° 58' 17.95"W Course Out: N52° 59' 15.48'E
RP Nor Cn: 4758.1290' East: 6889.9670'
End North: 4833.3621' East: 6989.7917'
Segment #5 Line
Course: NO' 03' 55.00"W Length: 89.89'
North: 4923.2520' East: 6989.6893'
Segment #6 Line
Course: N89° 56' 05.CO"E Length: 58.00'
North: 4923.3181' East: 7047.6892'
Perimeter: 372.70' Area: '/204.43 Sq. Ft.
Error Closure: 0.0089 Course: NO' 59' 52.69"W
Error North: O.CO888 East: -0.00013
Precision 1: 41712.36
Name: Lot 66
North: 4923.3092' East: 7047.6894'
Segment #1 Line
Course: NB9° 56' 05.00"E Length: 56.00'
North: 4923.3730' East: 7103.6893'
Segment #2 Line
Course: SO" 03' 55.00"E Length: 145.73'
North: 4777.5931' East: 7103.8554'
Segment #3 Line
Course: S89° 56' 05.00"W Length: 37.21'
North: 4777.5507' East: 7066.6453'
SegmenL 44 Curve
Length: 18.99' Radius: 75.00'
Delta: 14°30'32" Tangent: 9.55'
Chard: 18.94' Course: N82° 48' 39.09"W
Course In: NO' 03' 55.00"W Course Out: S14° 26' 36.81"W
RP North: 4852.5507' East: 7066.5600'
End North: 4779.9210' East: 7047.8544'
Segment #5 Line
Course: NO' 03' SS.CO"W Length: 143.38'
North: 4923.3009' East: 7097.6910'
Perimeter: 401.36' Area: 8148.54 Sq. Ft.
Error Closure: 0.0085 Course: S10° 59' 35..17"E
Error North: -0.00834 East: 0.00162
Precision 1: 47212.94
Naze: Lot 67++.+++++x++xxx+xx++xxxx+xxx++++++++++++++++_+++++.+x+x+x+xx
North: 4923.4300' East: 7153.6893'
Segment #1 Line
Course: SO' 03' 55.00"E Length: 145.78'
North: 4777.6501' East: 7153.8554'
Segment #2 Line
Course: S89° 56' 05.00"W Length: 50.00'
North: 4777.5931' East: 7103.0554'
Segment #3 Line
Course: NO' 03' hh.00"W Length: 145.78'
North: 4923.3/30' East: 7103.6893'
Segment #4 Line
Course: N69' 56' 05.00"E Length: 50.00'
North: 4923.4300' East: 7153.6893'
Perimeter: 391.55' Area: 7288.77 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 391560000.00
+++++++x+x+x+++++++++x++++++++++++++++++x++x+x+xxx++xxxx+x+++x++++++++++
Kase: Lot 68
North: 4923.4300' East: 7153.6893'
Segment #1 Lire
Course: N89° 56' 05.00"E Length: 50.00'
NorLh: 4923.4870' East: '/203.6893'
Segment #2 Line
Coursc: SO' 03' 55.00"E Length: 145.78'
North: 4777.7071' East: 7203.8554'
Segment #3 Line
Course: S89' 56' 05.00"W Length: 50.00'
North: 4777.6501' east: /153.8554'
Segment 44 Line
Course: NO' 03' 55.00"W Length: 145.78'
North: 4923.4300' East: 7153.6893'
2erimeter: 391.55' Area: 7288.77 Sq. Ft.
Error Closure: C.0000 Course: NO° CO' OO.00"N
Error North: 0.00000 East: 0.00000
Precision 1: 391560000.00
Namexx+Lot 69.x........,..+.x.
North: 4923.5439' East: 7253.6893'
Segment #1 Line
Course:
SO' 03' 55.00"E Length: 145.78'
North: 4777.7640' East: 7253.8553'
Segment #2 L -no
Course: S89° 56' 05.00"W Length: 50.00'
North: 4777.7071' East: 7203.8554'
Segment #3 Line
Course: NO' 03' 55.00"W Length: 145./8'
North: 4923.4870' East: 7203.6893'
Segment #4 Line
Course: N89" 56' 05.00'E Length: 50.00'
North: 4923.5439' East: 7253.6893'
PerimeLer: 391.55' A -ea: 7288.77 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 391560000.00
Name: ++Lot +70++x++.+++++++o-+++++++,+a+,+,+++++++++++.e+++.++++++++++++++
North: 4923.5439' East: 7253.6893'
Segment #1 Line
Course: N89° 56' 05.00"E Length: 50.00'
North: 4923.6009' East: 7303.6892'
Segment #2 Line
Course: SO' 03' 50.00"E Length: 145.78'
North: 4I77.8210' East: 7303.8553'
Segment #3 Line
Course: 589° 56' 05.00"W Length: 50.00'
North: 4777.7640' East: 7253.8553'
Secment #4 Line
Course: NO' 03' 55.00"19 Length: 145.78'
North: 4923.5439' East: 7253.6893'
Perimeter: 391.55' Area: 7288.77 Sq. Ft.
Error C-osure: 0.0000 Course: NO' 00' CO.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 391560000.00
Name: Lot 71+++++++++++++++++++++.+�++++++++.++++++++,+++++++++++++++.t
North: 4923.6579' East: 7353.6892'
Segment #1 Line
Course: SO' 03' S5.CO"E -ength: 145.78'
North: 4777.878C' Past: 7353.8553'
Segment 42 Line
Course: S89' 56' 05.00"W Length: 50.00'
North: 4777.8210' East: 7303.8553'
Segment #3 Line
C.. -se: NO' 03' 55.00"W Length: 145.78'
North: 4923.6009' East: 7303.6892'
Segment 44 Line
Course: N89' 56' 0,.00"E Length: 50.00'
North: 4923.6579' East: 7353.6892'
Perimeter: 391.55' Area: 72B8.77 Sq. Ft.
Error Closure: 0.0000 Cou-se: NO' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 391560000.00
Nate:
+.+Lot �72�ss++++....++..++x.>.fa+.:.+�.
Nortt: 4923.6579' East: 7353.6692'
Segment #1 Line
Course: NB9' 56' 05.00"E Length: 50.00'
North: 4923.7198' East: 7403.6892'
Segment #2 Line
Course: SO' 03' 55.00"E Length: 145.78'
North: 4777.9349' East: 7403.8552'
Segmert #3 Line
Course: S89' 56' 05.00"W �eng_h: 50.00'
North: 4777.8780' East: 7353.8553'
Segment #4 Line
Course: NO' 03' 55.00"W ngth: 145.78'
North: 4923.6579' East: 7353.6892'
Perimeter: 391.55' Area: 7288.77 Sq. Ft.
Error Closure: O.00DO Course: NC' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 391560000.00
Name+++Lot+73+++++_++++++++++++++++.+.++_+.+.+.++++.++++++++++++++++x+++
North: 4923.7148' East: 7403.6892'
Segment #1 Line
Course: N69' 56' 05.00"E Length: 50.00'
North: 4923.7718' East: 7453.6891'
Segment #2 Lire
Course: SO` 03' 55.00"E Length: 195.78'
North: 4777.9919' East: 7453.8552'
Segment #3 Line
Course: S89" S6' 05.00"W Length: 50.00'
North: 4777.9349' East: 7403.8552'
Segment #4 Line
Course: NO' 03' 55.00"W Length: 145.78'
North: 4923..7148' East: 7403.6692'
Perimeter: 391.55' Area: 7288.77 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 391.560000.00
Name: Let 74
North: 4582.5115' East: 7390.0779'
Segment #1 Line
Course: NO° 03' 55.0011W Length: 145.41'
North: 4727.9214' East: 7389.9122'
Segment 12 Line
Course: NB9° 56' 05.00"F. Length: 50.00'
North: 4727.9784' East: 7439.9122'
Segment #3 Line
Course: SO° 03' 55.00"E Length: 145.48'
North: 4582.4985' East: 7440.0779'
Segment #4 Line
Course: N89° 59' 26.94"W Length: 50.00'
North: 4582.5065' Fast: 7390.0779'
Perimeter: 390.89' Area: 7272.24 Sq. Ft.
Error Closure: 0.0050 Course: SO° 32' 49.71"E
Error North: -0.00502 East: 0.00005
Precision -: 78178.00
Name: Lot 75
North: 4582.5195' East: 7340.0778'
Segment 41 Line
Course: NO' 03' 55.00"W Length: 145.35'
North: 4727.8694' East: 7339.9122'
Segrart #2 Line
Course: N89° 56' 05.00'E Length: 50.00'
North: 4727.9264' East: 7389.9122'
Segment #3 Line
Course: SO' 03' 55.00"E Leng_h: 145.4'
North: 4582.5165' East: 7390.0779'
Segment #4 Line
Course: N89" 59' 26.94"W Length: 50.00'
North: 4582.5245' East: 7340.0779'
Perimeter: 390.76' Area: 7268.99 Sq. Ft.
Error Closure: 0.0050 Course: NO' 25' 13.95"E
Error North: 0.00498 East: O.00004
Precision 1: 78152.00
Name+++Lot+76x++.x+_+.++++++++++++++++++++++++++.+++++++++++++++++++x+.+
North: 4582.5275' East: 7290.0778'
Segment #1 Line
Course: NO' 03' 55.00"W Length: 145.28'
North: 4727.8074' East: 7289.9123'
Segment #2 Line
Course: N890 56' 05.00'E Length: 50.00'
North: 4727.8644' East: 7339.9122'
Segment 43 Line
Course: SO' 03' 55.00"E Length: 145.35'
North: 4582.5145' East: 7340.0778'
Segment #4 Line
Course: N89° 59' 26.94'W Length: 50.00'
North: 4582.5225' East: 7290.0778'
Perimeter: 390.63' Area: 7265.74 Sq. Ft.
Error Closure: 0.0050 Course: SV 32' 49.71'E
Error North: -0.00502 East: 0.00005
Precision 1: 78126.00
Name: Let
North: 4582.5275' East: 7290.0778'
Segment #1 Line
Course: N89" 59' 26.94"W Length: 50.00'
North: 4582.5355' East: 7240.0778'
Segment #2 Line
Course: NO' 03' 55_00"W Length: 145.22'
North: 4727.7555' East: 7239.9123'
Segment #3 Line
Course: N89' 56' 05.00"E Length: 50.00'
North: 4727.8124' East: 7289.9123'
Ssgrzert #4 Line
Course: SO' 03' 55.00"E Length: 145.28'
North: 4582.5325' East: 7290.0778'
Perimeter: 390.50' Area: 7262.49 Sq. Ft.
Error Closure: 0.0050 Course: NO' 25' 13.95"E
Error North: 0.00498 East: 0.00004
Precision 1: 78100.00
Name**+Lot++/8++++..:+..+.++a++a++as+.++++.+a++++++++r..+++..+a+....++++.
North: [582.5436' East: 7190.0777'
Segment #1 Line
Course: NO' 03' 55.00"W Length: 145.15'
North: 4727.6935' Fast: 7'89.9123'
Segment #2 Line
Course: N89' 56' 05.00"E Length: 50.00'
North: 4727.7504' East: 7239.9123'
Segment 43 . Line
Course: SO' 03' 55.00"E Length: 145.22'
North: 4582.5305' East: 7240.0778'
Segment #4 Line
Course: N89' 59' 26.94"W rangch: SO.CO'
North: 9582.5385' East: 7190.C778'
Perimeter: 390.37' Arca: 7259.24 Sq. Ft.
Error Closure: 0.0050 Course: SC' 32' 49.71"E
Error North: -0.00502 East: 0.00005
Precision 1: 78074.CO
Name: Lot 79
North: 4592.5436' East: '/190.0777'
Segment #1 Line
Course: N89' 59' 26.94"W Length: 50.00'
North: 4582.5516' East: 7140.0777'
Segment #2 Line
Course: NO' 03' 55.00"W Leng Li: 145.09'
North: 4727.6415' East: 7139.9124'
Segment #3 Line
Course: N89' 56' 05.00"E Length: 50.00'
North: 4727.6984' East: 7189.9124'
Segment #4 Line
Course: SO' 03' 55.00"E Length: 146.15'
North: 4582.5485' East: 7190.0777'
Perimeter: 390.24' Area: 7255.99 Sg. Ft.
Error Closure: 0.0050 Course: NV 25' 13.95"E
Error North: 0.00498 East: 0.00004
Precision 1: '18048.00
Name: Lot 80.++.+..r�...++..+++.+++++++++++++++++++++++++++++++++++++++
North: 4582.5516' East: 7140.0777'
Segment #1 Line
Course: N89' 59' 26.94"W Length: 50.00'
North: 4582.5596' East: 7090.0777'
Segment #2 Line
Course: NO' 03' 55.00"W Length: 145.02'
North: 4727.5795' East: 7089.9124'
Segment #3 Line
Course: N89' 56' C5.00"E Length: 50.00'
North: 4727.6365' East: 7139.9124'
Segment #4 Line
Course: SO° 03' 55.00"E ngth: 145.09'
North: 4582.5466' East: 7140.0777'
Perimeter: 390.11' Area: 7252.74 So. Ft.
Error Closure: 0.0050 Course: SO' 32' 49.7111E
Error North: -0.00502 East: 0.00005
Precision 1: 78022.00
Name: Lot Bl+k�x��+�+._...,..>.....++�<+.�+�..,..+.F..+..+..++++��.��+.
North: 1582.5596' East: 7090.0'//6'
Segment #1 Line
Course: N89° 59' 26.94"W Length: 50.00'
North: 4582.5676' East: 7040.0776'
Segment #2 Line
Course: NO' 03' 55.OD"w Lenq Lh: 147.86'
North: 4730.4275' East: 7039.9092'
Segment #3 Curve
Length: 27.00' Radius: 125.00'
Delta: -2°22132" 'Tangent: 13.55'
Chord: 26.95' Course: S83` 52' 39.1111E
Course In: N12° 18' 36.'/3"E Course Oct: SO' 03' 55.00"E
RP North.: 4852.5535' East: 7066.5597'
End North: 4/27.5532' East: 7066.7055'
Segment #4 Line
Course: N89° 56' 05.00"E Length: 23.21'
North: 4727.5796' East: 7089.9154'
Segment #5 Line
Course: SO' 03' 55.00"E Length: 145.02'
North: 4582.5597' East: 7090.0807'
Perimeter: 393.C9' Area: 7275.31 Sq. Ft.
Error Closure: 0.0030 Course: N87" 32' 40.81'E
Error North: 0.00013 East: 0.00303
Precision 1: 131013.33
Name: Lot 82++++++++.+++_+++++++++++w++++++.+++++++++++++.++ +
North: 4582.5676' East: 7040.0776'
Segment #1 Line
Course: N69° 59' 26.94"W Length: 50.00'
North: 4582.5756' Past: 6990.0776'
Segment #2 Line
Course: NO' 03' 55.00"W Length: 60.02'
North: 4642.5956' East: 6990.0092'
Segment #3 Line
Course: NO' 03' 55.00'W Length: 60.00'
North: 4702.5955' East: 6989.9408'
Segment #6 Line
Course: NO° 03' 5.001'W Length: 51.24'
North: 4753.8355' Fast: 6989.8825'
Segment #5 Carve
Length: 55.69' Radius: 125.00'
Delta: 25°31'37" Tangent: 28.32'
Chord: 55.23' Ccurse: S64° 55' 34..88"E
Course In: N37° 50' 13.47"E Course Out: S12� l8' 36.781TW
RP North: 4852.5553' East: 7066.5597'
End North: 4730.4300' East: 7039.9078'
Segment #6 Line
Course: SO' 03' 55.00"E Length: 147.86'
North: 4582.5701' East: 7040.0763'
Perimeter: 424.81' Area: 7864.03 Sq. Ft.
Error Closure: 0.0028 Course: N28° OB' 21.69"W
Error North: 0.00247 East: -0.00132
Precision 1: 151553.57
Name:
+x+Let x83
North: 4642.6218' East: 68BC.0091'
Segment #1 Line
Course: S89° 59' 09.74"E Length: 110.00'
North: 4642.5950' East: 6990.0091'
Segment #2 Line
Course: SO° 03' 55.00"E Lena L1: 60.02'
North: 4582.5750' East: 6990.0774'
Segment #3 Line
Cocrse: N89° 59' 26.94"W Lengt',: 110.00'
North: 4582.5927' East: 6880.0774'
Segment #4 Line
Course: NO' 03' 5.00"W Length: 60.03'
North: 4642.6226' East: 6880.0090'
Perimeter: 340.05' Area: 6602.64 Sq. Ft.
Error Closure: 0.0008 Course: NO' 55' 02.11"W
Error North: 0.000B3 East: -0.00001
Precision 1: 425062.50
Name: Lot 64
North: 4E42-6218' East: 6880.0091'
Segment #1 Line
Course: NO' 03' 55.00"W Length: 6C.00'
North: 4702.6218' East: 6879.9407'
Segment #2 Line
Course: S89° 59' 09.74"E Length: 11C.00'
North: 4702.5950' East: 6989.9407'
Segment #3 Line
Course: SO° 03' 55.00'E Length: 60.00'
North: 4642.5950' East: 6990.0091'
Segment #4 Line
Course: N89° 59' 09.74"W Length: 1-0.00'
North: 4642.6218' East: 6880.0091'
Perimeter. 340.00' Arca: 6600.01 Sq. Ft.
Error Closure: 0.0000 Course: NOS 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 340000000.00
Name+++Jot+85++++++.++++++++++<+++++�++++++.+..+++:++++++++++++++++_++++
North: 4702.6218' East: 6879.9407'
Segment #1 Line
Course: NO' 03' 55.00"W Length: 60.00'
North: 4762.6218' East: 6879.8723'
Segment #2 Line
Course: S89° 59' 09.74"E Length: 99.90'
North: 4762.5974' East: 6979.7723'
Segment #3 Curve
Length: 13.39' Radius: 125.00'
Delta: 6°06'11" Tangent: 6.70'
Chord: 13.38' Course: S490 05' 41.17"E
Course In: N43° 58' 24.19"E Course Out: S37o 50' 13.47"W
RP North: 4852.5552' East: 7066.5629'
End North: 4753.8361' East: 6989.8849'
Segment 44 mine
Course: SO° 03' 55.00"E LengCh: 51.24'
North: 4702.5961' East: 6989.9432'
Segment #5 Line
Course: N89° 59' 09.74"W Length:10.00'
North: 4/02.6229' East: 6879.9432'
Perimeter: 334.52' Area: 6554.16 So. Ft.
P_rror Closure: 0.0028 Course: N66° 34' 45.50"E
Error North: 0.00110 East: C.00254
Precision 1: 119471.43
Name: Lot 86
North: 4/62.6730' East: 6839.8723'
Segment #1 Line
Course: N89° 59' 23.91"W Length: 100.00'
North: 4762.6905' East: 6739.8723'
Segment #2 Line
Course: NV 03' 55.00111S Length: 70.26'
North: 4832.9504' East: 6739.7922'
Segment #3 Line
Course: N89° 56' 05.00"E Length: 75.00'
Nor --h: 4833.0359' East: 6814.7922'
Segment #4 C. -,e
Length: 39.27' Radius: 25.00'
Delta: 90°CO'00" Tangent: 25.00'
Chord: 35.36' Course: S45° 03' 55.00"E
Course In: SO' 33' 55.00"E Course Out: N89° 56' 05.00"E
RP North: 4808.0359' East: 6814.8207'
End North: 4808.0611' East: 6839.8239'
Segment #5 Line
Course: SO' 03' 55.00"E Length: 45..39'
North: 4762.6711' East: 6839.8756'
Perimeter: 329.93' Area: 6898.63 Sq. Ft.
Error Closure: 0.0039 Course: 561° 09' 25.42"E
Error North: -0.00186 East: 0.00338
Precision 1: 83592.31
Name+++LOC 87++++++++++.++++++++++_+++++x>+++x+++++.+++++.++++++++++++++
North: 67C2.6730' East: 6839.9406'
Segment #1 Line
Course: N890 59' 23.91"W Length: 100.00'
North: 4702.69C5' East: 6739.9406'
Segment #2 Line
Course: NO' 03' 55.00"W Length: 60.00'
North: 4762.6904' East: 6739.8723'
Segment #3 Line
Course: S89" 59' 23.91"E Length: 100.00'
North: c762.6729' Fast: 6839.8723'
Segment #4 Line
Coursc: SO' 03' 55.00"E Length: 60.00'
North: 4702.6730' East: 6839.9406'
Perimeter: 320.00' Area: 6000.01 Sq. Ft.
Error Closure: 0.0000 Course: NO° 00' 00.00"E
Error North: 0.00000 East: 0.00000
Pred_sion 1: 320000000.00
Name+++Lot+86+.++++++++++++.++++++++++++++++++++x++x++:+x++++++++++.++++
North: 4642.6729' East: 6840.0090'
Segment #1 Line
Course: N89° 59' 23.91"W Length: 100.00'
Nortn: 4642.6904' Eas`_: 6740.0090'
Segment #2 Line
Course: NO' 03' 55.00'W Length: 60.00'
North: 4702.6904' East: 6739.9406'
Segment #3 Line
Course: S89° 59' 23.91"E Length: 100.00'
North: 4702.6729' East: 6839.9406'
Segment 44 Line
Course: SO' 03' 55.00"E Length: 60.00'
North: 4642.6729' East: 6840.0090'
Perimeter: 320.00' Area: 6000.01 Sq. Nt.
Error Closure: 0.0000 Course: NO' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 320000000.00
Name: Let 89+++++.++.++++++++++++++++++++++++++++_+++++++++_+++..++++.+
North: 4642.6729' East: 6840.0090'
Segment #1 Line
Course: SO' 03' 55.00"E Length: 60.07'
North: 4582.6030' East: 6840.0774'
Segment #2 Line
Course: N89° 59' 26.9411W Lengt is _C6.00'
North: 4582.6190' East: 6740.0774'
Segment #3 Line
Course: NO' C3' 55.00"W Length: 60.07'
North: 4642.6890' East: 6740.0090'
Segment #4 Line
Course: S89° 59' 23.91"E Length: 100.00'
North: 4642.6715' East: 6840.0090'
Perimeter: 320.15' Area: 6007.41 Sq. Ft.
Error Clcsure: 0.0015 Course: SO' 00' 34.58"W
Error Nor_h: -0.001[7 East: -0.00000
Precision 1: 213426.67
Name+++ Lot +9C++++.+++++.++++x++++++x+x+�.+++++++++++++++++++++++++.+++++
North: 4582.6157' East: 6740.0773'
Segment #1 Line
Course: N89� 59' 26.941W Length: 100.00'
North: 4582.6317' East: 6640.0773'
Segment #2 Line
Course: NO' 03' 55.00"W Length: 6C.08'
North: c642.7'_17' East 6640.0089'
Segment #3 Line
Course: SW 59' 23.9111E Length: 100.00'
North: 4642.6942' East: 6740.0089'
Segment #4 Linc
Course: SO' 03' 55.00"E Length: 60.07'
North: 4582.6242' East: 6.140.0773'
Perimeter: 320.15' Area: 6007.55 Sq. Et.
Error Closure: 0.0085 Course: NO' 04' 41.42"W
Error North: 0.00853 East: -0.00001
Precision 1: 37664.71
Name: Lot 91T+++++,++++++++_++++++.+.+++.«.:«+.++_++s++.+++++.++.++++_+
Norh: 4642.7079' East: 6640.0088'
Segment #1 Line
Course: NO' 03' 55.00"W Length: 60.00'
North: 4702.7079' East: 6639.9404'
Segment #2 Line
Course: S89' 59' 23.91"P. Length: 100.00'
North: 4702.6904' East: 6739.9404'
Segment #3 Line
Course: SO' 03' 55.00"E Length: 60.00'
North: 4642.6904' East: 6740.0088'
Segment 14 Line
Co.-": N89° 59' 23.91"W Length: IOC.00'
North: 4642.7079' East: 6640.00B8'
Perimeter: 320.00' Arca: 6000.01 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision 1: 320000000.00
Name: Lot 92+++.�.+++__++++++++++++++++++++++.++++++a+++++++s+.+.x�++++
North: 4762.7080' East: 6639.B721'
Segment 41 Line
Course: SB9° 59' 23.91"F Length: 100.00'
North: 9762.6905' East: 6739.8721'
Segment #2 Line
Coarse: SO' 03' 55.00"E Length: 60.00'
North: 4702.6905' East: 6739.9405'
Segment #3 Line
Course: N89° 59' 23.9111W Length: 1CO.00'
Nor -h: 4702.7080' East: 6639.9405'
Segment #4 Line
Course: NO' 03' 55.00"W Length: 60.00'
North: 4762.7080' East: 6639.8721'
Perimeter: 320.00' Area: 6000.01 Sq. Ft.
Error Closure: 0.0000 Course: NO` 00' 00.00"E
Error North: 0.00000 Eas.: 0.00000
Precision 1: 320000000.00
Name:
+++Lot +93+++++++++_++++.+++++++++++...++.+++.:++x+x+x+x+++++++xx x++x
North: 4762.7080' Fast: 6639.8721'
Segment #1 Line
Course: NO° 03' 55.00"W Length: 45.13'
North: 4807.8379' East: 6639.6207'
Segment #2 Curve
Length: 39.27' Radius: 25.00'
Delta: 9000'00" Tangent: 25.00'
Chord: 35.36' Course: N44° 56' 05.00"E
Course In: N89" 56' 05.00"E Course Out: NO' 03' 55.00"W
RP NorLh: 4807.8664' East: 6664.8207'
End North: 4832.8697' East: 6664.7955'
Segment #3 Line
Course: N89° 56' 05.00"E Length: 75.00'
North: 4832.9552' East: 6739.7954'
Segment #4 Line
Course: SV 03' X5.00'E Length: 70.26'
North: 4762.6952' East: 6739.8755'
Segment #5 Line
Course: NW 59' 23.91"W Length: 10C.00'
North: 4762./12/' East: 6639.8755'
Perimeter: 329.66' Area: 6885.49 Sq. Ft.
Error Closure: 0.0058 Course: N35° 32' 10.18'F.
Error North: 0.00473 East: 0.00338
Precision 1: 56163.79
Name: Let 94k+++++++++++..+.+++:++_++++++++.++.++++++++++++_+..++++«+++
End North: 4832.7643' East: 6574.7922'
Segment #1 Curve
Length: 39.27' Radius: 25.00'
Delta: 90"00'CO" Tangent: 25.00'
Chord: 35.36' Course: S45o 03' 55.00"E
Course In: SO' 03' 55.00"E Course Out: N89" 36' 05.00"E
RP North: 4807.7643' East: 6574.8207'
End North: 4807.7895' East: 6599.8240'
Segment #2 Line
Course: SO° 03' 55.00"E Length: 45.10'
North: 4762.6895' East: 6599.8754'
Segment #3 Line
Course: N89° 59' 23.91"W Length: 100.00'
North: 4762.70/0' East: 6499.8754'
Segment #4 Line
Course: NO' 03' 55.00"W Length: 69.96'
North: 4832.6670' East: 6499.7957'
Segment #5 Line
Course: N89" 56' 05.00"E Length: 18.00'
North: 4832.6875' East: 6517.7957'
Segment #6 Line
Course: N89° 56' 05.00"E Length; 57.00'
North: 4832.7524' East: 6574.7956'
Per_metor: 329.33' Area: 6868.89 Sq. Ft.
Error Closure: 0.0:23 Course: S15° 58' 19.95"E
Error North: —0.01186 East: 0.00340
2recision 1: 26456.91
Name: Lot 95
North: 4702.6969' East: 6599.9404'
Segment 41 Line
Course: N89° 59' 23.911-W -,ergth: 100.00'
North: 4702.7144' East: 6499.9404'
Segment #2 Line
Course: NO' C3' 55.00"W Leng Lt: 60.00'
North: 4762.7144' East: 6499.8721'
Segment #3 Line
Course: S89° 59' 23.91"E Length: 100.00'
North: 4762.6969' East: 6599.8721'
Segment #4 Line
Course: SO° 03' 55.00"E Length: 60.00'
North: 9702.6969' East: 6599.9404'
Perimeter: 320.00' Area: 6000.01 Sq. Ft.
Error Closure: 0.0000 Course: NO' 00' 00.00"E
Error North: 0.00000 East: 0.00000
Precision is 320000000.00
Name: Lot 96
North: 4642.6969' East: 6600.00SS'
Segment #1 Line
Course: N89° 59' 23.91"4 Length: 100.00'
North: 4642.7144' East: 6500.COS8'
Segment °2 Line
Course: NO' 03' 55.00"W Length: 60.00'
North: 4702.7144' East: 6499.9404'
Segment #3 Line
Course: S89" 59' 23.91"E Leag Ch: 100.00'
North: 4702.6969' East: 6599.9404'
Segment #4 Line
Course: SO' 03' 55.00"E Length: 60.00'
North: 4642.6969' East: 6600.0088'
Perimeter: 320.00' Arca: 6000.01 Sq. Ft.
Error Closure: 0.0000 Course: NO" 00' 00.00"E
Error Norte: 0.00000 East: 0.00000
Precision 1: 320000000.00
Name: Lot 97
North: 4642.6969' East: 6600.0088'
Segment Al Line
Course: SO° 03' 55.00'71 Length: 60.06'
North: 4582.6369' East: 6600.0772'
Segment #2 Line
Course: N89' 59' 26.94"W Length: 100.00'
North: 4582.6530' East: 6500.0772'
Segment #3 Line
Course: NO` 03' 55.00"W Length: 60.06'
North: 46@2.7129' East: 6500.0088'
Segment #4 Line
Course: S89' 59' 23.91"E Length: 100.00'
North: 4642.6954' East: 660C.0088'
Perimeter: 320.12' Area: 6005.95 Sq. Ft..
Error Closure: 0.0015 Course: SO' 00' 34.58"W
Errcr North: -0.00147 East: -0.00000
Precision 1: 213413.33
Name*++Tract+F++++.x+x++++xx+x++xx+++++x++.+.+++++++++++++++++++++++++++
End Nor_h: 4833.3572' East: 6989.7918'
Segment #1 Curve
Length: 75.14' Rad -us: 125.00'
Delta: 39'26'31" Tangent: 38.74'
Chord: 74.01' Course: N5V 13' 30.05"W
Course In: S52' 59' 45.48"W Cu -se Out: N18' 33' 14.43"E
RP North: 4758.1233' East: 6889.9677'
End North: 4876.6237' East: 6929.7461'
Segment #2 Line
Course: NO' 03' 55.001W Length: 106.55'
North: 4983.1737' East: 6929.6247'
Segment 83 Line
C,, -se: N89' 56' 05.00"E Length: 560.00'
North: 4983.8117' East: 7489.6243'
Segment #4 Line
Course: SO' 03' 55.00"E Length: 205.77'
North: 4778.0418' East: '/489.8588'
Segment #5 Line
Course: S89° 56' 05.00"W Length: 36.00'
North: 4778.0008' East: 7453.8588'
Segment #6 Line
Course: NO° 03' 55.00"W Length: 145.78'
North: 4923.7807' East: 7453.6927'
Segment #7 Line
Course: S89° 56' OS.00"W Length: 50.00'
North: 4923.7237' East: 7403.6927'
Segment 48 Line
Course: S89° 56' 05.00"W Length: 50.00'
North: 4923.6668' East: 1353.6928'
Segment 09 Line
Course: S89° 56' 05.00"W Length: 50.00'
North: 4923.6096' East: '7303.6928'
Segment #10 Line
Course: S89° 56' 05.00"W Length: 50.00'
North: 4923.5528' East: 7253.6928'
Segment #11 Lire
Course: SB9° 56' 05.00"W Length: 50.00'
North: 4923.4959' East: 7203.6929'
Segment #12 Line
Course: S89° 56' 05.00"W Length: 50.00'
North: 4923.4389' East: 7153.6929'
Segment 813 r Line
Course: S89° 56' 05.00"W Length: 50.00'
North: 4923.3819' East: 7_03.6929'
Segment #14 Line
Course: S89" 56' 05.0011W Length: 56.00'
North: 4923.3181' East: 7047.6930'
Segment 415 Line
Course: SB9° 56' 05.00"W Length: 58.00'
North: 4923.2521' East: 6989.6930'
Segment #16 Line
Course: SO' 03' 55.0011E Length: 89.89'
North: 4833.3621' East: 6989.7954'
Perimeter: 1683.12' Area: 42662.29 Sq. Ft.
Error Closcre: 0.0061 Course: N36" 20' 00.02"E
Error north: 0.00489 East: 0.00360
Precision 1: 275737.70
Name: Tract G
North: 4762.6218' East: 6879.8723'
Segment tl Line
Course: NO' 03' 55.00"W Length: 43.22'
North: 4805.8418' East: 6879.8231'
Segment #2 Curve
Length: 46.84' Sao us: 25.DO'
Delta: 107°20'57" ^angent: 34.00'
Chord: 40.28' Course: N53° 36' 33.69"E
Coarse 1n: N89° 56' C5.00'E Course Out: N17° 17' 02.37"E
RP North: 4805.8703' East: 6904.8231'
End North: 4829.7394' East: 69'-2.248:'
Segment ;3 Curve
Length: 54.57' Radius: 75.00'
Delta: 41'41'16" Tangent: 28.56'
Chord: 53.37' Course: S51' 52' 19.84"E
Course In: S17' 1.7' 02.37"W Course Out: N58' 58' 17.95"E
RP North: 4758.1261' East: 6869.9650'
End North: 4796.7878' East: 6954.2309'
Segment #4 Line
Course: S31` 01' 42.05"E Length: 10.11'
North: 4788.1245' East: 6959.4422'
Segment #5 Curve
Length: 32.72' Radius: 125.00'
Delta: 14'59'54" Tangent: 16.45'
Chord: 32.63' Course: S3B` 31' 38.93"E
Course In: N58' 58' 17.95"E Course Out: S43' 58' 24.19"W
RP North: 4852.5572' East: 7066.5562'
End North: 4762.5977' East: 6979.7671'
Segment #6 Line
Course: N89' 59' 09.74"W Length: 99.9C'
North: 4762.6220' East: 6879.8671'
Perimeter: 287.35' Area: 4769.14 Sq. Ft.
Error Closure: 0.0053 Course: N87' 53' 44.86"0
Error North: 0.00019 East: -0.00527
Precision 1: 52737.74
Name: Streets
North: 4582.6317' Fast: 6640.0773'
Segment #1 Line
Course: N89' 59' 26.94"W Length: 40.00'
North: 4582.6381' East: 6600.0773'
Segment #2 Line
Course: NO' 03' 55.00"W Length: 60.06'
North: 4642.6981' East: 6600.0088'
Segment #3 Line
Course: NO' 03' 55.00"W Lengt, 60.00'
North: 4702.6981' East: 6599.9405'
Segment #4 Line
Course: NO' 03' 55.00"W Length: 60.00'
North: 4762.69BO' East: 6599.6721'
Segment #5 Line
Course: NO' 03' 55.00"W Length: 45.10'
North: 4807.7980' East: 6599.8207'
Segment #6 . Carve
-ength: 39.27' Radius: 25.00'
Delta: 90'00'00" Tangent: 25.00'
Chord: 35.36' Course: N45' 03' 55.00"W
Course In: S89' 56' 05.00"W Course Out: NO' 03' 55.00"',tl
RE North: 4807.7695' East: 6574.8207'
End North: 4832.7728' East: 6574.7890'
Segment #7 Line
Course: S89' S6' 05.00"W Length: 57.00'
North: 4832.7078' East: 6517.7890'
Segment #8 Line
Course: NO' 03' 55.00"W Length: 50.00'
North: 4882.7078' East: 6517.7320'
Segment #9 . Line
Course: NB9' 56' 05.00"E Length: 50.00'
North: 4862.7648' East: 6567.7320'
Segment #10 Line
Course: N89' 56' 05.00"E Length: 50.00'
North: 4882.8217' East: 6617.7320'
Segment #11 Line
Course: N89' S6' 05.00"E Length: 50.00'
North: 4882.8787' EasL: 6667.7319'
Segment #12 Line
Course: N89' S6' 05.00"F. Length: 50.00'
North: 4B82.9357' East: 6717.7319'
Segment #13 Line
Course: N89" 56' 05.00"E Length: 50.00'
North: 9882.9926' Fast: 6161.;37.9'
Segment #19 Line
Course: N89° 56' 05.00"E Length: 50.00'
North: 4883.0496' East: 6817.7316'
Segment #1_5 Line
Course: N89' 56' 05.00"E Length: 50.00'
North: 4883.1066' East: 6867.7318'
Segment 416 Line
Course: N890 56' 05.CO"E Length: 22.09'
North: 4883.1317' East: 6889.B218'
Segment #17 Curve
Length: 40.62' Radius: 125.00'
Delta: 18°37'09" Tanqent: 20.49'
Chord: 40.44' Course: S80' 45' 2C.28"E
Course In: SO' 03' 55.00"E Coursc Out: N18' 33' 14.43"E
RP North: 4758.1318' East: 6889.9642'
End North: 4876.6352' East: 6929.7366'
Segment #18 Curve
Length: 75.14' Radius: 125.00'
Delta: 34'26'31" Tangent: 38.76'
Chord: 74.01' Course: S54' 13' 30.05"E
Course In: S18' 33' 14.43"W Course Out: N52' 59' 45.48"E
RP North: 4758.1322' East: 6889.9618'
End North: 4833.3687' East: 6989.7623'
Segment #19 Curve
Length: 13.04' Radius: 125.00'
Delta: 5°58'32" Tangent: 6.52'
Chord: 13.03' Course: S34" 00' 58.29"E
Course In: S52� 59' 45.48"W Course Out: N58" 58' 17.95"E
RP North: 4758.1348' East: 6889.9581'
End North: 4822.5684' East: 6997.0716'
Segment #20 Line
Course: S31" O1' 42.051FE Length: 10.11'
North: 4813.9050' East: /002.2829'
Segment #21 Curvc
Length: 58.29' Radius: 75.00'
Delta: 44"31'41" Tangent: 30.70'
Chord: 56.83' Course: S53' 17' 32.62"E
Course la: N58° 58' 17.95"E Course Out: SW 26' 36.81"W
RP North: 4852.5647' East: 7066.5514'
End North: 4779.9360' East: 7047.8433'
Segment #22 Curve
Length: 16.99' Radius: 73.00'
Delta: 14"30'32" Tangent: 9.55'
Chord: 18.94' Course: S82' 48' 39.09"E
Course In: N14° 26' 36.81"E Course Out: SO' 03' 55.00"E
RP North: 4852.5655' East: 7066.5503'
End North: 4777.5657' East: 7066.6345'
Segment #23 Line
Course: N89' 56' 05.00"E Lcng_h: 37.2-'
North: 4777.6081' East: 7103.8444'
Say menL #24 Line
Course: N89° 56' 05.00"E Length: 50.00'
North: 4777.6651' East: 7153.8444'
Seglrent #25 L', re
Course: h69" 56' 05.00"E Length: 50.00'
North: L777.7220' East: 7203.8444'
Segment 426 Line
Course: N89' 56' 05.00"E Leng Lh: 50.00'
North: 4777.7790' East: 7253.8443'
Segment #27 Line
Course: NB9" 56' 05.00"E Length: 50.00'
North: e777.8360' East: 7303.8443'
Segment #28 Line
Course: N89° 56' 05.00'E T,engti: 50.00'
North: 4777.8929' East: 7353.8443'
Segment 429 Line
Course: N89' 56' 05.00"E tenet, 50.00'
North: 6777.9499' East: 7403.8442'
Segment #30 Line
Course: N89° 56' 05.0VE Length: 50.00'
North: 4778.0069' East: 7453.8442'
Segment #31 Line
Course: N89� 56' 05.0011E Leacth: 36.00'
North: 4778.0479' East: 7489.8442'
Segment #32 L -n.
Course: SO' 03' 55.00"E Length: 50.00'
North: 4728.0479' East: 7489.9011'
Segment #33 Line
Course: S89° 56' 05.00"'A Length: 50.00'
Nor -h: 4727.9909' East: 7639.9012'
Segment #34 Line
Course: 589° 56' 05.00"W Length: 50.00'
North: 4727.9340' East: 7389.9012'
Segment #35 Line
Course: S89' 56' 05.00"W Length: 50.00'
North; 4727.8770' East: 7339.9012'
Segment #36 Line
Course: S89' 56' 05.00"W Length: 50.00'
North: 4727.8200' East: 7289.9013'
Segment #37 Line
Course: SB9' 56' 05.00"W Length: 50.00'
North: 4727.7631' East: 7239.9013'
Segment #38 Line
Course: 589' 56' 05.00"W Lengtn: 50.00'
North: 4727.7061' East: 7189.9013'
Segment 439 Line
Course: S89' 56' 05.00"W Length: SC.00'
Ne, -h: 4727.6491' East: 7139.9014'
Segment 440 I.tne
Course: S89' 56' 05.00"W Length: 50.00'
North: 4727.5922' East: 7089.9014'
Segment N41 Line
Course: S89' 56' 05.00"W Length: 23.21'
North: 4727.5657' East: 7066.6914'
Segment #42 Curve
Length: 27.00' Radius: 125.00'
Delta: 12'22'32" Tangent: 13.55'
Chord: 26.95' Course: NB3' 52' 39.11"W
Course In: NV 03' 55.00"W Course Out: 312' 18' 36.78"W
RE North: 4852.5657' East: 7066.5490'
End North: 4730.4401' East: 7039.89.51'
Segment #43 Curve
Length: 55.69' Radius: 125..00'
Delta: 25°31'37" Tangent: 26.32'
Chord: 55.23' Ccur se: N64" 55' 34.88"W
Course In: N12" 18' 36.78"F Course Oub S3-/' S0' 13.4'/"W
RP Norio: 4852.5660' East: 7066.5457'
End North: 4753.8456' East: 6989.8698'
Segment #44 Carve
Length: 13.39' Radius: '_25.00'
De'_ta: 6"08'11" Tangent: 6.70'
Chord: 13.38' Course: N49" 05' 41.17"W
Course In: N37° 50' 13.47"E Course OuL S43" 58' 24.19"W
RP North: 4852.5654' East: 7D66.5471'
End North: 4762.6069' East: 6979.7573'
Segment #45 Curve
Length: 32.72' Radius: 125.00'
Delta: 14'59'54" Tangent: 16.45'
Ctord: 32.63' Course: N38° 31' 38.93"W
Course -n: N43o 58' 24.19"E Course Out: S58" 58' 17.95"W
RP North: 4852.5647' East: 7066.5478'
End North: 4788.1337' East: 6959.4324'
Segment #46 Line
Course: N31° 01' 42.05"W Length: 10.11'
North: 4796.7971' East: 6954.2211'
Segment #47 Curve
Length: 54.57' Radius: 75.00'
Delta: 41"41'16" Tangent: 28.56'
Chord: 53.37' Course: N51° 52' 19.84"W
Cocrse In: S58° 58' 17.95"W Course Out: N17o 17' 02.37"E
RP Ne-th: 4758.1374' East: 6889.9526'
End North: 4829.7487' East: 6912.2383'
Segment #4B Curve
Length: 46.84' Radius: 25.00'
Delta: 107°20'57" Tangent: 34.00'
Chord: 40.28' Course: S530 36' 33.6911W
Course In: S17° 17' 02.3711W Course Out: S89' 56' 05.00"W
RE North: 4805.8776' East: 6904.81.06'
End North: 4805.8511' East: 6879.8133'
Segnent #49 Line
Course: SO" 03' 55.00"E Length: 43.22'
North: 4762.6311' East: 6879.8625'
Segment 050 Line
Course: SO' 03' 55.00"E Length: 60.00'
NorLh: 4702.6311' East: 6879.9309'
Segment #51 Line
Course: SO' 03' 55.00"E Length: 60.00'
North: 4642.6312' East: 6879.9993'
Segment #52 Line
Course: SO' 03' 55.00"E Length: 60.03'
North: 4582.6012' East: 6880.0677'
Segment #53 Line
Course: N89' 59' 26.94"W Lergtn: 40.00'
North: 4582.6076' East: 6840.0677'
Segment #54 Line
Course: NO' 03' 55.00"W Length: 60.07'
North: 4642.6776' East: 6839.9992'
Segment #55 Line
Course: NO' 03' 55.00"W Length: 60.00'
North: 4702.6775' East: 6839.9309'
Segment #56 L:ne
Cou-se: N0° 03' 55.00"W Leng_h: 60.00'
North: 4762.6775' East: 6839.8625'
Segment #57 Line
Course: NO' 03' 55.00"W Length: 45.39'
North: 4808.0675' East: 6839.6108'
Segment #5B Curve
Length: 39.27' Radius: 25.00'
Delta: 90000'00" Tangent: 25.00'
Chord: 35.36' Course: N450 03' 55.00"W
Course In: 5890 56' 05.00"W Course Out: NO' 03' 55.00"W
RP North: 4808.0390' East: 6814.8108'
End North: 4833.0423' East: 6814.7790'
Segment #59 Line
Course: 5890 56' 05.00"W Length: 75.00'
North: 4632.9568' East: 6739.7791'
Segment #60 Line
Course: 5890 56' 05.00"W Length: 75.00'
North: 4832.8714' East: 6664.7791'
Segment #61 Curve
Length: 39.27' Radius: 25.00'
Delta: 90000'00" Tangent: 25.00'
Chord: 35.36' Course: S440 56' 05.00"W
Course In: SO' 03' 55.00"E Course Out: S89° 56' 05.00"W
RP North: 4807.8714' East: 6664.8076'
End North: 4807.8396' East: 6639.8043'
Segment #62 Line
Course: S00 03' 55.00"E Length: 45.13'
North: 4762.7096' East: 6639.8557'
Segment #63 Line
Course: S00 03' 55.00"E Length: 60.00'
North: 4702.7097' East: 6639.9241'
Segment #64 Line
Course: S00 03' 55.0011E Length: 60.00'
North: 4642.7097' East: 6639.9925'
Segment #65 Line
Course: SO' C3' 1-5.00"F. T,ength: 6C.08'
North: 4582.6297' East: 6640.06C9'
Perimeter: 3078.89' Arca: 71189.11 Sq. Ft.
Error Closure: 0.0165 Course: S83` 06' 32.50"W
Errcx North: -0.00197 East: -0.01634
Precision 1: 185210.91