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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 F7 y z&? a&\= \� ,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 2 of 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 4 of 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. 6 of Revised 10.14.13 id 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 hsr19 liber B. treaty tater Its elaka W. dpinntna at s aetn a Reaarre at the latcu t Crtdm. t MDat at tMereeetlon bath the no, Bn Nast BE the Aorthame �� vhlelt ie t0.0 frit pestfi o[ a ted is 0outh, the Jet, S21th Derattell Lard Ctedm �� °a point at to ng pin 00 � hand 01sam. hY Iwt.trMa 43.47 ofiatna Nate 5 mot DI the rjCk Wrd NOaidt4a/ Bald Uk Yerdw Dna"tom Lead Olaia aM toot Lars of to,, hwast st0k °o� a aaad Omstion Laad BtaW. 19.Ot worth at 0. "WATO theta. North mal to e,U [� vd t0 aeYc%a„ Tuber ehatnt to the 60ntkeaeb Baan= atunaavey m0v Z et ,t. by 0-4 e*'d be1 theme,,9Wet 4149 a3 aaul treat/ thotw Lana caetty Dra9sa ppbaT tbo as Sort% 754 test N,yarhaeraee tram. 1BSt fact b t1.lileM of a maw matt 63. 30. Zero, elon0 greet, thr'•a®ter at Data road. s75 foot 0 the .0t oha,rtf of 6etS S, N. genmltt the aeao,er of ,ofd row. 13.45 0hat' to th, Lot Iter 01,12 to the aeration land Gait; timbre tarth 0101 b o r,0iat" � NKVtkaaw itaa of 'NotN lire at add ra,dt too" trrthaaeextly rya Seim et aatd food tier , Sart as be Wrtb 3L„ d „bd rard 12 t0t0o9PtY/ or`MMF mtIMM141 bme0o Wit to to,, 4olut *f Yi" w�Wdaa the Winds of the tIWMUM TSSUMN that Mat,1n L,0a County, prat° u S'Ah,r, Parma Oo*w Sad ad3nosat and tmail Ta0mm gra that Portion at No,.. e.y�ery 17. 1537/ Ssa2to,taa so. therot, by vacation moo ahaanad /, ypns Cowry. t,§iot• 8907545. Len, M,ntY. OMER / APPWCANT GEOTECHPICAI. PROFESSIONAL SER IM'fSINEHIS. IIL X e A E46FYiGG, fli D. Wy 161] 5. VE 4 2P FCM BIFE MSCMSCSp$1 OP. '74S2COBVRG. O111s]I.C9 PMGff (51i) 69i -a]99 PRWECT COORDINATOR 71 ENGINF.F.R / SORYF.YOR os6N a Maass .IXWn4 UI l00 SISFfl 4E 3el d 2 3 3 SPMNcFlEN. LRLM 91a"/i A P,p s Px6N0 (vl, �]s6 GPANING 1 STOaM LPAinPGE WA GFAolnc 4 SSDFOIM oWJrvIGE Mlo GRiGING X NDETAILS cWxaGE dS STORM"ITT oa Mry oenLS "ITT Fun wcsr Will PUN Mo mule Pux uu,OST L.R. T $REE TREE P. wS SIREEf TiEC P'1JV Gtt TENTATIVE SUBDIVISION PIAT SET FOR LOUIE HEIGHTS N 1/2, SECTION' 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M. NE 1/4, SECTION 5, TOWNSHIP 18 SOUTH, RANGE 2 WEST, W.M. I 1. >---, MORd @SPA'f59 $a+fit )•.�� AhOe 4, 11,p At00 04"', YV IIBOEO}Y15'h� 0 �0 h�'L 0 A �i 'o,0,� 0� h�0 Q 5h b0h01!ah�:yh 0b6R�y�-p 01 615NOY 65TATE'S R'ELCYAR .a ... Y 4y0 •_' `fie ':� —ter` S' °ra' '° ° M w uM z s1e- t��a)qfA. W o `^ . - P 3 wemlepu26T aBemr6x 9 e rtiN 51.6 >Fl% 0'C OR IE 9]°b NUTWi e m .eco % v.� 16 isa a ZOI vQl e/,e, l Ve Lxi (F. IA -cc -53f ^u"'a'^ r L4. 5,A,,4A, SI s, p1A,. le pOL P}'r..1,6 P<,k--j , 26 P)611� $.Lar.. WIa+.:Ic�+<xu f.'I:.Se ia_rt— OVe1L ti �Ifel �Ad I�! h--"PPe�P�'r l � _ 71 .IXWn4 UI S g d 2 3 3 A P,p s MW S �.. ihyx- 'Ale, R - FORSYTHIA ST M IrbE ��`' Fla1 �• — - I 1. >---, MORd @SPA'f59 $a+fit )•.�� AhOe 4, 11,p At00 04"', YV IIBOEO}Y15'h� 0 �0 h�'L 0 A �i 'o,0,� 0� h�0 Q 5h b0h01!ah�:yh 0b6R�y�-p 01 615NOY 65TATE'S R'ELCYAR .a ... Y 4y0 •_' `fie ':� —ter` S' °ra' '° ° M w uM z s1e- t��a)qfA. W o `^ . - P 3 wemlepu26T aBemr6x 9 e rtiN 51.6 >Fl% 0'C OR IE 9]°b NUTWi e m .eco % v.� 16 isa a ZOI vQl e/,e, l Ve Lxi (F. IA -cc -53f ^u"'a'^ r L4. 5,A,,4A, SI s, p1A,. le pOL P}'r..1,6 P<,k--j , 26 P)611� $.Lar.. WIa+.:Ic�+<xu f.'I:.Se ia_rt— OVe1L ti �Ifel �Ad �jsk..,r h--"PPe�P�'r l � _ 71 mlm S g d 2 3 3 A P,p s MW 0 �.. ihyx- 'Ale, yp1 - M AM aN.ibl6] —sn _ - �,>,z 01ny � ro ��x6 mwn WTIo,•cerwo farm "i"m. v 'sn`E`cens zi *S ro,umtt i :: J ] •mrtov ie°'�LIf6n uEeisaroTan .w ,xE• s \ rP Ne4s665Y ].cx .EL �wmP tyros � 1 _ .sixd§Razz Fas^ -tsuo _.- _..,..�', §a t>_"iYY"4•w ASSESSORS MAP: 18-02-04-00 TAX LOT: 2800 8 2801 18-02-05-11 TAX LOT: 12500 IT au �+ I w .J !f �R 1'w anww �Mxa-. �com=-dna. -_ 'MOOR 4.02 SHEET C-1.0 of 16 S g d 2 3 3 SHEET C-1.0 of 16 WA ER DESIGN SUR APPROVAL: ERIC RECONSTITUTION TABLE I.MEN II I THEM ENT POLY ER. BE BIT ORUSES BITslamWATw HE CROSSING CONFLICT ELEVATIONS' PREM NmOWESHER f (BT RPE 11 UPIT) 5ERIC. SI F SONE .111 TOP BE (¢) SHEERMERCRu MIR 11 S WREE, III PON WENTO .1M EUWFLcs ds'. TOP WE PAKMOR 60110 OF TURN TOPWBE (1"I USBUM (6C WS BIT FOR aP (E') ss AwimnaRUSE .m SO rN IeT wn PSO.I(6C NO IT .MNCE IN BERN R (6, EW SM. BOB WE (In IOx. 501.. . OF (eT 'CE REPOPES 16) WATER n sW9i PROPOSE (87 NOW PLNRPCOPPER an CROSSING CONFLICT NARRATIVE: PwP"UI W TE T-MNl BOA fqI EEPE PC I., uvLME fAXENM I�NRI UPPROU .1 R BROKEN .1 EST REM IH ERVEN R ME CLEM�SONTHE CURB .1 WRUSS LIRE M WELL THE WAIFANE IT WAS CEDE IHC 6ESIE GET. TO 1. INTO SPIRIT. TFEEN NFLFSYFI PNOrtNONSCOVNCR AXO PRMIX ttf FER GEN. d5 PER OE .1 MET a 1.P. THIS USE OF SUPPER ANE P. OF WATURES NOTES:, 1WE s PROPOSE -0 rnf BOB C4111.1 fETIC� S 7 ELLEW SIR ftMWN OERMEN" INTO, WIN— NL SEAWCES ARE 'ENTIRE TO BE i LXL3S ...IF HERR WACRINE WIX mEM'H E SILENCE l0 f[lWW 1. nw.1 Luc IN 11 WIN CE L 1. INS ME BICHERME ELI AT 'iE m-.NNN W01m OF ILMNS 1. ENTERN PROARRI .1 14 SCOPE WO SIINN ME TRICEPSES) UP ROE WE TH1.,. Pm EIE MRS, EE , WC. .ce TER 9E. OX'GRx'IAEQ IN MEE LWE V�1IRS SITE NE R ON HE FLERNI PER BE MEN SHE NO N.16 BE Al M.l. E AIR RELEASE RALBE ME PROPOSED TO HE lROUSTECTIS POP IM .1 CUP . RI 21 6N1 WAIEIALN IN PROPCI TO BE EMIR 8 TNT OW1(� SAA11NAW ISCH'. S AVO MEW FORTE 0. ALL ETHIC SSALL BE R6RAWm PER SIB SETTLEMENTS 11 ME FEE ME REFO MNN f011MLEASE,WATCAAN CONSTR3TNSSLNNN 95-061-0350 WOS A MINIMUM 1.5UFFE CC AS MUCT1N P� .I BE BE ME NOTE] N ME'. WITH O'. SILUOON. WLL III WIIN EM III LINKS ME SMR PPE N ROSSUCHERIESTRUP EW. MITI, 13, BAKER JUNK STILL MET MR.A. lE.1 SEEM EERY USES PER SUN SIO ONO WI 24 EM, LIIAll PER LM1 PIP BILL Mus SHIP. UO M wC V VWR TYPICAL SEWER LATERAL CROSSING DETAIL 509 DESIGN WATER PLANS FOR REVIEW ONLY — NOT CONSTRUCTION ABBREVIATION TABLE rj R PBEnu:PP_ MNW DINS - M1. MU BE BE E 11 OR a — PorvNSE KIM LI BE' MIEX Mµ .x w.mw.RA ONE OR 4 _ � 0 --------------- Em _ fr NO d — ro AS m' LEGEND ,E BUJrvBrR, E 64 _. I •p __ -_ Warta -m. ErvE a e CLIMB _w< ER COMING WATER LIKE ~ ®= EST OF OF 8. EE vnE ovasrn wFAT -6 =ROPOSED FIRE REDEEM I - mow— mash BARRENLINE `. 66 � � exM —�5" wNePasSo wasnwAreR ux- u M.wxoES {S ® PROPOSED umD EARN zB P � �c 66 67 66 69 70 71 72 73 1E C''=Rovasm ' ssw STORM oNr w.c_ srsffE DoE OI ISM �REeuux U PRODUCED WORE ISLET B7q �3LE .i. A, h ISS.0 1.11 L O a RWU3D BID EMB w `- � m Pww' �° i ti: NOTES O 8' T •\ J • ARNEwsE P P.LLE. wovaP e' p wA1EArvary x%I I aREMPIPE PoUNLESS lill�� PONTON ; I. w A,carnE SMILE BEFORE., 'N El mrtawx _ vA4E IMI 00.511 UNLESS 9 I REM 122 A m 12 __ a uO rnrzA SLEDDED 2 ALLLONRDW I1 PLECA B NR f2 Nf .-y O p 1._. _ _ fPOPP5E0 N ff �' IEA OMEPM6E ORD. T S i -_.11 _ _ _ DOW - __— W TdEE ffY[ Eby vuWEresE - '\ •. E VIB AILERONS W:3N CP OGFREEjv:rtNSM y� k I� e' �� B"WW - PALEN nmf POWERS vaME ON o as v E 2 si ' d AE nM r navumx s PM MTU muaw mB - - - _ -- AILEoum wax a . m ... -NDS 2 65 H `o - - - - - s. uE ffrEs MR FE ME PROPOSED MAGA BWIXEO P TEA VM'. O3, N tl a 3 F j a G wrcs M m�� R, REFEG un me eF ONE AMENUFFE STS INS, B 11 11 11 PER", mrzI ue, N THE 1.1 O8«I 12 U, SO El PER ONS e 6'n 84 NR CLAEMENESTED ASMBORARE PRESENCE REE AS O CE, 9 ALL PROPOSED TO BE FUND 9 Nm V 82 81 80 79 76 77 76 75 74 E ERNESMRh�FIRE CESINSs LER MRM IS. ,CSN ON 10. ME ITINEN 1. BE RSIWxm PER SIM "BRONYfnS. I. WflYSM6M61 1 w� PERE ANE MAST 1 µ.DRIB S Q B9 NIMUM Ia5' SEEDLIKE MMP '^ 6"WW NJOB As POSSIBLE. BOARDS Wxca IVIS SERIES M EE PAS WITH ONN0PLAN1 BBESMO NORM PRIDm -- 1—'-- - 15. [RMA, REDEEM SFWEP 'r n - -- --' — -- ---- -- — -- — -- — -- — -- —•--• —'-- — — — -- 1I I D M . PIPESIWLW[NP1•., IS-0W-rosR WRNSIRRPnRW ET,wRMR AIrnRN P. _ N. METM NL SCOMI. a Q > m REDEEM STORM ONES ANDS, NEE PM. . 50% DESIGN SHEET WATER DESIGN FOR REVIEW ONLYR--KNOTS W-1.1 CONSTRUCTION SUB APPROVA_ City Project # 100' OEEP PROTOTYPE i5rt ��wrtM�MO la.c PHASE ONE ppp3E TWO � �® d�'• - B9 � J•A9491 E ai C'IY dOW e swi w. I 8 II ➢L ffiGL 9IXCCNWV. PM C Lom WMTRRAL ILL GPPOE LHF y ry , r OR 11 Bl—A� NOTES: BO 61 82 89 mex iar mus rv9�n sync m 609 CEP ..FAL FAR E Bam�1 _BR, RUwE u1 .rt ulmu .RCBR rR.m'uamlx t 8 �� _ 3Si 98 PVRorvs La,1.l q 30 i 9'1 (wl.19ry rvs i . is o .. 1 11 AmovxL - I TOP OF lPLL .L.NAsvE rw nu w5A eu5nms. - -\ LsxoBn EsrgrvE PHASE ONE ppp3E TWO � �® d�'• - B9 � III 86 E ai C'IY dOW 90TOM 01 WALL I 8 II ➢L I ILL GPPOE LHF y ry , r OR 11 Bl—A� E5 26 59 5B 59 BO 61 82 89 m 609 BV I _BR, RUwE 8 BOi 93 _ 8B t 8 �� _ 3Si 98 L q 30 i 9'1 2 - I TOP OF lPLL SQUIRREL 9T TO - -\ PHASE ONE ppp3E TWO � �® d�'• - B9 � III 86 E ai C'IY dOW 90TOM 01 WALL I 8 II ➢L I ILL GPPOE y II �� Bl—A� Ig h 23 9fi —���111lllug y m 609 1 - UR I 65,R P9 696 NN 8 BOi 93 _ 8B 8 �� LZ II 30 i 9'1 rv71 AR i - I TOP OF lPLL � B9 � III 86 E ai C'IY dOW 90TOM 01 WALL I 8 II ➢L I ILL GPPOE y II �� Bl—A� Ig •., li sanE 609 1 - UR I 65,R I NN 8 BOi 93 _ 8B LZ LZ RRO.cr1 TO OF CURB - Mle B•n ix.9p, i 84 m,9 II il, I lI f S2W m 1 dOW 90TOM 01 WALL ➢L I ILL GPPOE sanE 609 1 - UR I 65,R GnF EIEW AT 15 q I, TO OF CURB TOB TOP OF lPLL Mle B•n ix.9p, i 84 m,9 II il, I lI f ratol"WO £L(M,OI,69AV) i95f/I AI,LZ,6S6BN y7 06 107 Of 107 I If 107 I 73NXHIOs------L------- 6? 107 ZF 107 0 0 0 "2 0 0 0 0 rm 9, 107 i ff 107 f8'(,ZL'9Z6;6i,9S69W ,fLYli AL91,9Sd99 9f 107 I y z 6f 107 Zf 107 06 107 9F 107 11107 LZ 107 6f 107 1 SF 107 Z6 107 --------L---133XLS 73NXHIOs------L------- 0 0 0 0 0 0 0 0 0 0 d WN .1 iomsv3 sns w.Rls S31V1S3 VWN03l a Y rL(,719SZ 190,9£691Q ,fL'9SZ ALfi.L£689 F4 107 9i 107 o s s s s ti � 7 ti ti rn U a W N 3.w,,glm) 'Af.w'L99L j50,9£6w ,£OS 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