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Application�E IDIAN:-- Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Luke Cavener Genesis Milam Charlie Rountree David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: April 14, 2015 Transmittal Date: April 6, 2015 File No.: FP 15-011 Hearing Date: April 21, 2015 Request: Final Plat approval consisting of 4 building lots on 24.61 acres of land in an R-15 zoning district for Avendale Subdivision By: Silver Oaks Apartments, LLC Location of Property or Project: 3800 W. Perugia Street —Ryan Fitzgerald (No FP) _Gregory Wilson (No FP) _Steven Yearsley (No FP) —Patrick Oliver (No FP) _Rhonda McCarvel (No FP) _Tammy de Weerd, Mayor —City Council _Sanitary Services —Building Department/ Rick Jackson _ Fire Department _ Police Department _ City Attorney _City Public Works _City Planner _ Parks Department Economic Dev. Your Concise Remarks: Meridian School District Meridian Post Office _Ada County Highway District _Ada County Development Services _Central District Health —COMPASS _Nampa Meridian Irrig. District _Settlers Irrig. District —Idaho Power Co. _ Qwest _Intermountain Gas —Idaho Transportation Department _Ada County Ass. Land Records Downtown Projects: —Meridian Development Corp. _Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline _ New York Irrigation District Boise-Kuna Irrigation District Boise Project Board of Control/Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • wvvw.meridiancity.org ECEiv&o, All I I I,,, b!'" (�E IDIAN� - BY - Planning Division i U A H U DEVELOPMENT REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Design Review ❑ Preliminary Plat ❑ Alternative Compliance ❑ Private Street ❑ Annexation and Zoning ❑ Property Boundary Adjustment ❑ Certificate of Zoning Compliance ❑ Rezone ❑ Comprehensive Plan Map Amendment ❑ Short Plat ❑ Comprehensive Plan Text Amendment ❑ Time Extension: ❑ Conditional Use Permit Director/ Commission/Council (circle one) ❑ Conditional Use Modification ❑ UDC Text Amendment Director/Commission (circle one) ❑ Vacation: ❑ Development Agreement Modification Director/ Council (circle one) 0 Final Plat ❑ Variance ❑ Final Plat Modification ❑ Other Applicant Information Applicant name: Silver Oaks Apartments, LLC Phone: 208-288-0100 Applicant address: 1409 N. Main Street City: Meridian Email: picidaho@aol.com State: ID Zip: 83642 Applicant's interest in property: 0 Own ❑ Rent ❑ Optioned ❑ Other Owner name: Same as Applicant Owner address: City: Email: State: Phone: Zip: _ Agent/Contact name (e,g., architect, engineer, developer, representative): Becky McKay Firm name: Engineering Solutions, LLP Phone: 208-938-0980 Owner address: 1029 N. Rosario Street, Suite 100 Email: es-sharis@gwestoffice.net City: Meridian State: ID Zip: 83642 Primary contact is: ❑ Applicant ❑ Owner +❑ Agent/Contact Subject Property Information Location/street address:: 3800 W. Perugia Street, Meridian, ID Township, range, section: T.M., R.W. Sec. 10 Assessor's parcel number(s): R8778730020 Total acreage: 24.61 Zoning district: R-15 Community Development. Planning Division a 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.ore/olannine (Rev. 06/12/2014) Project/subdivision name: Avendale Subdivision Final Plat General description of proposed project/request: Final plat for 4 multi -family residential lots on 24.61 acres in an R-15 zone Proposed zoning district(s): R-15 Acres of each zone proposed: 24.61 acres R-15 Type of use proposed (check all that apply): O Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Pump station-NMIn; lines and services private Which irrigation district does this property lie within? Nampa -Meridian Irrigation District Primary irrigation source: Kennedy Lateral Secondary: City of Meridian Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is Ciry water): 69,300 Residential Project Summary (if applicable) Number of residential units: 260 (Phases 1 and 2) Number of building lots: 4 Number of common lots: 0 Number of other lots: Proposed number of dwelling units (for multi -family developments only): I bedroom: 56 2-3 bedrooms: 113 (2br) 91 (stir) 4 or more bedrooms: Minimum square footage of structure (excl. garage): Maximum building height: 35' Minimum property size (s.f): Average property size (s.fJ: Gross density (Per UDC 11 -IA-1): Net density (Per UDC 11-lA-1): Acreage of qualified open space: Per CUP and CZC Percentage of qualified open space: Per CUP and CZC Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Per CZC Amenities provided with this development (if applicable): `"° ""° " ° `""°`' P°°"0°' "°""°"°'' °P°..0, °°' mmm"�1" 10. °°° "`° Type of dwelling(s) proposed: ❑ Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex O Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: Hours of operation (days and hours): Total number of parking spaces provided: Authorization Existing (if applicable): Building height: Number of compact spaces provided: Print applicant name: Bec McKayf�ngineering Solutions, LLP Applicant signature: /i'"'Y ./h/G� Date: Community Development. Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.ore%lannine -2- (Rm 0682/2014) Avendale Subdivision (Silver Oaks Apartments) Final Plat Application Written Narrative Silver Oaks Apartments, LLC, hereby submits this final plat application to resubdivide Lot 1, Block 2, of Umbria Subdivision as a four -lot subdivision for a multi -family residential development. The original Umbria Subdivision platted the multi -family portion of the project with a single lot and delineated numerous easements for access, parking and utilities. We propose six (4) multi -family lots with easements for ingress/egress, parking and public utilities. The subject property consists of 24.16 acres and was previously improved with sewer, water, pressure irrigation, public utilities, retention ponds, partial sidewalk and curbs. The improvements were installed according to the original site plan in 2006. The applicant has subsequently modified the design and construction plans. Based on the changes, we have determined the existing utility easements must be vacated. As part of the final plat and recording process, the existing easements will be vacated and new easements granted for installation of the sewer, water and pressure irrigation lines. Four lots are delineated on the final plat and are representative of three proposed construction phases as outlined in the previously approved conditional use permit (MCUP-10-014). Financing requirements demand that each construction phase consist of individually platted lots. Phases 1, 2 and 3of the project will include (16) two- and three- story apartment buildings comprised of a total of 260 dwelling units: (56) one -bedroom units, (113) two-bedroom units and (91) three-bedroom units. Pressure irrigation will be provided via a pump station owned by Nampa -Meridian Irrigation District which will be located on Lot 2, Block 2, of the Umbria Subdivision. The pressure irrigation lines will be owned and maintained by the developer. The construction plans included with the Certificate of Zoning Compliance and Design Review applications delineate the changes to the existing sewer and water facilities. The total open space provided with the approved site plan is 13.82 acres. The qualified open space consists of 5.62 acres, or 22 percent of the site. The proposed amenities include a clubhouse/fitness center, pool/spa, playground, community garden and picnic area. The project will be under single ownership and provisions for maintenance of structures, common areas, access drives and parking areas will be provided by the applicant. The final plat is in conformance with the approved preliminary plat and meets all requirements or conditions thereof. The final plat conforms with all requirements and provisions of the UDC and was prepared in conformance with acceptable engineering, architectural and surveying practices and local standards. AVENDALE SUBDIVISION FINAL PLAT (SILVER OAKS APARTMENTS) LEGAL DESCRIPTION SITE LEGAL DESCRIPTION: LOT 1, BLOCK 2, UMBRIA SUBDIVISION ADA COUNTY RECORDER Christopher D. Rich AMOUNT 25.00 6 BOISE IDAHO 04/28/2014 04:38 PM DEPUTY Bonnie Oberbillig Electronic mg RECORDED-REQUEST OF I IIIIII VIII VIIIIIIIIIIIII II II II1111111111111111111111111111 TITLEONE BOISE 114031857 RECORDING REQUESTED BYAND WRENRECORDED RETURNTO: Moffatt, Thomas, Barrett, Rock & Fields, Chartered 101 S. CapholBoulevord, 10th Floor Post Office Box 829 Boise, Idaho 83 701-082 9 Attention: Michael 0. Roe /51a35 -09L5 1 -CA -C> (Space Above For Recorder's Use) SPECIAL WARRANTY DEED FOR VALUE RECEIVED, TEN MILE DEVELOPMENT, LLC, an Idaho limited liability company C'Grantor" ), hereby conveys and specially warrants t0 SILVER OAKS APARTMENTS, LLC, an Idaho limited liability company, whose mailing address is 1409 N, Main Street, Meridian, Idaho 83642 C'Grantee's, all of that certain real property situated in Ada County, Idaho, and more particularly described on Exhibit A attached hereto and by this reference made a part hereof. SUBJECT TO all existing easements, rights of way, reservations, restrictions and encumbrances of record, including, without limitation, any existing tenancies, to all zoning laws and ordinances, to any state of facts an accurate survey or inspection of the premises would show and to any and all exceptions to title set forth on Exhibit B attached hereto and by this reference made a part hereof. TO HAVE AND TO HOLD the herein described real property, with its all and singular hereditaments and appurtenances, unto the Grantee, and Grantee's successors and assigns forever. The Grantor covenants to the Grantee that Grantor is the owner in fee simple of said premises; that the premises are free from encumbrances created or suffered by the Grantor, excepting those as may be herein set forth, and excepting those of record, and that Grantor will warrant and defend the same from all lawful claims of or through Grantor, but none other. SPECIAL WARRANTY DEED -1 Cllene3322555.1 IN WITNESS WHEREOF, this Special Warranty Deed, has been duly executed by and on behalf of Grantor this a }'day of April, 2014, GRANTOR: STATE OF IDAHO ) ) ss. County of Ada ) On this a'f%ay of April, 2014, before me MAA 4ybky i c Hod/ personally appeared GRAPE IL WOLPE, SR, Imown or identiffed to me (or pr ed to me on the oath of ) to be the in a„ . a .1 yip 41 fir_/ of TEN &TILE DEVELOPMENT, LLC, the limited liability company that exec ed the inti m3ent or the person who executed the instLament on behalf of said limited liability company, and acknowledged to me that such company executed the same, IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate fust above written. oqT VARY••• G aOTAgr PUBLIC •aTF OF 1D P.o� NOTARY PUBLIC FOR ID O Residing at My Commission Expires gp�p��inxexPlflEsat-2818 SPECIAL WARRANTY DEED -2 cllent33MOSS1 Exhibit A (Legal Description of the Subject Property) Lot I in Block 2 of Umbria Subdivision, according to the official plat thereof, filed for record in Book 101 of Plats at Pages 13200,13201, 13202, 13203, and 13204, records of Ada County, Idaho. (Title Exceptions) 1, Rights or claims of parties in possession not shown by the public records. 2. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Tftle that would be disclosed by an accurate and complete land survey of the Land, and that is not shown by the Public Records. 3. Easements, or claims of easements, not shown by the public records. 4. Any Ilan, or right to a lien, for services, labor, or materials heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims to title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the public records. 6. Taxes or special assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records, Proceedings by a public agency which may result in taxes or assessments, or notices to such proceedings whether or not shown by the records of such agency, or by the public records. 7, Taxes, including any assessments collected therewith, for the year 2013 for which the first Installment Is paid and the second Installment is due and payable on or before June 20, 2014. Parcel Number. 88778730020 Original Amount $22,827.56 (Affects additional property) 8. Taxes, including any assessments collected therewith, for the year 2014 which are a lien not yet due and payable. 9. The land described herein is located within the boundaries of City of Meridian (208-888-4433) and is subject to any assessments levied thereby. 10. The land described herein is located within the boundaries of Nampa -Meridian Irrigation District (208- 466-7861) and is subject to any assessments levied thereby. 11. Reservations and exceptions in a United States Patent, and In the act authorizing the Issuance thereof, recorded January 6, 1895 in Book 3 of Patents, at Page 104, records of Ada County, Idaho. 12. Reservations and exceptions in a United States Patent, and In the act authorizing the Issuance thereof, recorded February 16, 1900 in Book 3 of Patents, at Page 424, records of Ada County, Idaho. 13. Terms and provisions contained in an Agreement by and between United States of America and Norville W. Booth and Katharine Booth, his wife. Dated: July 31, 1916 Recorded: December 15, 1916 Instrument No.: 65907 Book 7 of Contracts and Agreements at Pages 161 and 162, records of Ada County, Idaho. , 14. Right-of-way for Kennedy Lateral and the rights of access thereto for maintenance of said lateral. Said lateral is under the control of and maintained by Nampa & Meridian Irrigation District pursuant to a Quitclaim Deed recorded July 18, 2001 as Instrument No. 101071951, record of Ada County, Idaho. EXHIBIT B —1 CIIe0UM055.1 15. Terms and provisions contained In a Master Pathway Agreement by and between Nampa & Meridian Irrigation District and The City of Meridian, a political subdivision and municipality of the State of Idaho. Recorded: December 26, 2000, January 9, 2001 and February 6, 2001 Instrument Nos.: 100102999, 101002090, and 101009649, records of Ada County, Idaho. 16. An easement for the purpose shown below and rights Incidental thereto as set forth In a Sanitary Sewer Easement Granted to: City of Meridian, a municipal corporation of the State of Idaho Purpose: right-of-way forthe permanent and temporary construction easements for the construction, operation and maintenance of a sanitary sewer line Recorded: December 15, 2005 Instrument No.: 105191330, records of Ada County, Idaho. 17. Terms and provisions contained in a City of Meridian Ordinance No. 06-1209, Recorded: January 6, 2006 Instrument No.: 106002635, records of Ada County, Idaho. 18. Terms and provisions contained in a Development Agreement by and between City of Meridian, a municipal corporation of the State of Idaho and Charter Builders, Inc. Recorded: January 6, 2006 instrument No.: 106002636, records of Ada County, Idaho. Terms and provisions contained In an Addendum to Development Agreement by and between City of Meridian, a municipal corporation of the State of Idaho, Ten Mlle Development, LLC and Silver Oaks Apartments, LLC. Dated: April 5, 2011 Recorded: April 6, 2011 Instrument No.: 111028916, records of Ada County, Idaho. 1g. Terms and provisions contained in a License Agreement by and between Nampa & Meridian Irrigation District and Charter Builders, inc., an Idaho corporation. Dated: February 7, 2006 Recorded: March 6, 2006 Instrument No,: 106033973, records of Ada County, Idaho. 20. An easement for the purpose shown below and rights Incidental thereto as set forth in a Sanitary Sewer Easement Granted to: City of Meridian, a municipal corporation of the State of Idaho Purpose: right-of-way for the permanent easement for the construction, operation and maintenance of a sanitary sewer line Recorded: March 7, 2006 Instrument No.: 106034783, records of Ada County, Idaho, 21. Terms and provisions as contained in a Construction Contractfor Urban Irrigation System in Umbria Subdivision. Executed by: Charter Builders, Inc., an Idaho corporation, and Nampa & Meridian Irrigation District Recorded: March 13, 2006 Instrument No.: 105038080, records of Ada County, Idaho; Terms and provisions as contained in a BIII of sale for Umbria Subdivision for all irrigation equipment, including, but not limited to pump(s), pump house, pipelines, fittings and valves from the pump station to the individual water service taps, constructed or to be constructed, which constitute the pressurized Irrigation system located in Umbria Subdivision. EXB IBIT B - 2 Cbnt:3322055.1 Seller. Charter Builders, Inc., an Idaho corporation Buyer: Nampa & Meridian Irrigation District Dated: February 16, 2006 Recorded March 13, 2006 Instrument No.: 106038061, records of Ada County, Idaho; Terms and provisions contained in an Addendum to Construction Contract for Urban Irrigation System in Umbria Subdivision, aka, Silver Oaks Subdivision and Pump Station Operation and Maintenance Agreement. Executed by: Charter Builders, Inc., an Idaho corporation, and Nampa & Meridian Irrigation District Recorded: June 29, 2006 Instrument No.: 106104020 , Terms end provisions contained in an Addendum to Construction Contract for Urban Irrigation System in Umbria Subdivision, aka, Silver Oaks Subdivision, to Extend Time to Complete Construction. Executed by: Ten Mile Development, LLC, an Idaho limited liability company, and Nampa & Meridian Irrigation District Recorded: May 12, 2008 Instrument No.: 108065213, records of Ada County, Idaho. 22. An easementfor the purpose shown below and rights Incidental thereto as set forth In a Public Right - of -Way Easement (Sidewalk). Granted to: Ada County Highway District Purpose: perpetual and exclusive easement for a public right-of-way for use by those members of the public who are pedestrians, and by bicyclists (if the Servient Estate is located in an area where bicycles are allowed to be ridden on sidewalks), and the statutory rights, if any, of utilities to use the public right-of- way, and for ACHD, Its employees, agents and contractors access to Inspect, repair and maintain the improvement Recorded: June 8, 2006 Instrument No.: 106091000, records of Ada County, Idaho. 23. Terms and provisions as contained in a Drainage Facilities Easement Agreement. Grantor: Cherry Lane Christian Church, Inc. Grantee: Silver Oaks, LLC Dated: November 6, 2006 Recorded: November 15, 2006 Instrument No.: 106160338, records of Ada County, Idaho. 24. Terms, provisions, conditions, and, easements contained in a Cross Easement Agreement (Private Road & Utllltles) by and between Cherry Lane Christian Church, Inc. and Silver Oaks, LLC. Dated: November 6, 2006 Recorded: November 16, 2006 Instrument No.: 106180339, records of Ada County, Idaho. 25. Easements, reservations, restrictions, and dedications as shown on the official plat of Umbria Subdivision, recorded June 11, 2008 as Instrument No. 106067789, records of Ada County, Idaho. 26. Terms and provisions contained In a Central District Health Letter, Recorded: June 11, 2008 Instrument No.: 108007790, records of Ada County, Idaho, EXHIBIT B - 3 GWU322055.1 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) ) ss. COUNTY OF ADA ) I, David M. Cooper, Executive Manager of Silver Oaks Apartments, LLC, 7630 W. Thunder Mountain Drive, Boise, ID 83709, being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: Engineering Solutions, LLP 1029 N. Rosario Place, Suite 100 Meridian, ID 83642 to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this b — day SUBSCRIBED AND SWORN to before me the day and year first above written. ? NotPublic for Idahg� Rest ing at: Y My Commission Expires: 01/12/2012 16:07 FAX 2083855384 1 MOFFATT THOMAS IIM003/003 251 FILED EFFECTIVE �w"°`CERTIFICATE OF ORGANIZATION LIMITED LIABILITY COMPANY 2012 JAN 13 Ali 8' 53 o (instructions on back of application) r i ; SLATE OF IDAHO 1. The name of the limited liability company is: Silver Oaks Apartments, I.LC 2. The complete street and mailing addresses of the initial designated/princlpal office: 1409 N Main Street, Meridian, ID 83642 (SUOnl AOdfoos) w... .� Tm-a-n AAddress. n dlllerenlIhmt about addro6s) 3. The name and complete street address of the registered agent: Graye K Wolfe, Sr, 1409 N Main St"t, Moridlan, ID 83642 (Nacos) 1SIroW Addr066) ��•�_ 4. The name and address of at least one member or manager of the limited liability company; NAM Addrnars Ton Mlle Development, LLC 1409 N Main Street, Meridian, ID 83642 5, Mailing address for future correspondence (annual report notices): 1409 N Main Street, Meridian, ID 83542 5. Future effective date of filing (optional); Signature of a m a er, ma er or authorized person. ._ _.... _____, i Signature.✓7 � Typed Name: Micnaol O, Roe, Organizer --_ Signature Typed Name: __.,•,,._ SOcrCituy 01 SIn10 (Ito only IBNII SECRETARY OF STATE 01/13/2012 85vQW CKs HOME CT: 1117 BH: 13/G@26 1 B 1B8.BB = 198.88 ORION LLC 1 3 CLIENT1283767.1 0110!4-1 rv,ua nepuuu vv "mw, No. W110147 Due no later than Jan 31, 2015 Annual Report Form 2. Registered Agent and Address (NO PO BOX) Return to: GRAYE H WOLFE SR SECRETARY OF STATE S. Mailing Address: Correctin this box if needed. 1409 N MAIN ST 700 WESTJEFFERSON SILVER OAI6 gPARTMENTS,LLC MERIDIAN 83642 PO W DAVID M COOPER BOISE,, ID D 8 8373]20-0080 7630 W THUNDER MIN DR 3. New Registered Agent Signature? BOISE IO 83709 NO FILING FEE IF RECEIVED BY DUE DATE 4. Limited WhIty Companies: Enter Names and Addresses ofat least one Member or Manager. Office Held Name Street or PO Address Oty State Cmuntrp Postal Code MANAGER DAVID M COOPER ]fi30 W THUNDER MM DR WISE 10 USA 83709 5. Organized Under the Laws of: 6, Annual Report must be signed! ID Signature: David M. Cooper Data: 02/17/2015 W 110147 Name (type or print): David M. Camper Title: Executive Manager Processed 02/1712015 * Electronically provided signatures are accepted as original signatures. RAO UNION PACIFIC SITE UMBRA \ SUBD• W. PERU A C.G r. I DWG.- 85—"' AVENDALE SUBDIVISION NGINEERING PR .NO. 905'22 LOT 1, BLOCK 2, UMBRIA SUBDIVISION SHEET i OF 1 LOCATED IN SECTION 20, T.3N., R.1 E., B.M., MERIDIAN, ADA COUNTY, IDAHO OLUTIONS LLP VICIN VICINITY MAP IMN.R0. RIOST.,bT IW MERINIRN, INNIO &1%2 \9Q522.APR BKB vno°G�e00)B�O9B0 E..Ixw)awosn 0/11 044 E IDIAN -- Community Development Parcel Verification Date: 3/31/15 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Avendale Subdivision Parcel Number: R8778730020 T/R/S: 3N 1W 10 Acres: 24.615 Property Owner: Silver Oaks Apartments, LLC 1409 N. Main St. Meridian, ID 83642 Address Verification Rev: 04/23/12 xox, rzxza mrn"x1 w xe •x�vi'uxouaa'zA s x Daum t �o-xtKtt .�:ows Pi'1 �u Mre� amu � "n � ane (iw�xu MSW I = aol'vs 'ss a Msmav vaem 'z wle'1 rm x xv�vm'mtl r $ S 'e '�T UAssYGOl3/3amm3'�x]i „.�>~_„ s>am �,s 08 0'..'n OS 1V7d AHVNIWIl3tld OF1003F1 j0 SN3NM0 a WdO13A30 1Y NOO/H3NNVId , DANUMNN/0 3 NOISIAIOflfIS HURRY 8 MEW Lj"L iii ti � 1 F$ iso=o c, Dmul F�TUI r Y 3a aou x 3 .kxx , i r ♦.� � < 1� � � 'ry II l J_ i j '/ 4 i\ � • G7\ !E -ii I f '.- III 90 f / � 2 sEIM K i Ij �r�N l d� i — �l L�' S � � / • / f Y�lj ��/�j/�j�j`\'/�\� A all § tIM�€ bp v t5 9� / gg11J. I IV O 3tl�k'a3"p $g 3� 55 AVENDALE SUBDIVISION CLOSURE REPORTS Mapcheck 1: Boundary Closure Summary Precision, 1 part in: 566394.053' Error distance: 0.008' Error direction: S780 45' 24.21"E Area: 1072225.27 Sq. Ft. Square area: 1072225.267 Perimeter: 4370.720' Point of Beginning Easting: 7421.8502' Northing: 723.9435' Side 1: Curve Curve direction: Counter -clockwise Radius: [62.4951] Arc length: 60.450' Delta angle: 55.4197 (d) Tangent: [32.8251] Chord direction: S630 29' 46.00"W Chord angle: [63.4961 (d)] Deflection angle: [-116.5039 (d)] Chord distance: 58.120' Easting: 7369.8384' Northing: 699.0070' Side 2: Curve Curve direction: Clockwise Radius: [23.0011] Arc length: 21.760' Delta angle: 54.2114 (d) Tangent: [11.7731] Chord direction: 5620 53' 31.00"W Chord angle: [-152.8943 (d)] Deflection angle: [27.1057 (d)] Chord distance: 20.960' Easting: 7351.1809' Northing: 688.4561' Side 3: Line Direction: S890 59' 52.00"W Angle: [-179.9999 (d)] Deflection angle: [0.0001 (d)] Distance: 276.400' Fasting: 7074.7809' Northing: 688.4454' Side 4: Curve Curve direction: Clockwise Radius: [22.9991] Arc length: 18.490' Delta angle: 46.0725 (d) Tangent: [9.7801] Chord direction: N660 57' 59.00"W Chord angle: [-156.9642 (d)] Deflection angle: [23.0358 (d)] Chord distance: 18.000' Easting: 7058.2159' Northing: 695.4883' Side 5: Curve Curve direction: Counter -clockwise Radius: [62.5011] Arc length: 124.050' Delta angle: [113.7214 (d)] Tangent: [95.733'] Chord direction: S790 12' 33.00"W Chord angle: [123.1393 (d)] Deflection angle: [-56.8607 (d)] Chord distance: 104.670' Easting: 6955.3967' Northing: 675.8915' Side 6: Line Direction: N410 11' 15.00"W Angle: [-63.5360 (d)] Deflection angle: [116.4640 (d)] Distance: 36.410' Easting: 6931.4198' Northing: 703.2922' Side 7: Line Direction: S480 48' 45.00"W Angle: [90.0000 (d)] Deflection angle: [-90.0000 (d)] Distance: 72.510' Easting: 6876.8518' Northing: 655.5425' Side 8: Line Direction: N410 11' 15.00"W Angle: [-90.0000 (d)] Deflection angle: [90.0000 (d)] Distance: 21.230' Easting: 6862.8713' Northing: 671.5193' Side 9: Line Direction: N390 02' 1.5.00"W Angle: [-177.8500 (d)] Deflection angle: [2.1500 (d)] Distance: 490.000' Easting: 6554.2552' Northing: 1052.1190' Side 10: Line Direction: N320 42' 15.0011W Angle: [-173.6667 (d)] Deflection angle: [6.3333 (d)] Distance: 690.000' Easting: 6181.4471' Northing: 1632.7343' Side 11: Line Direction: N430 18' 15.00"W Angle: [169.4000 (d)] Deflection angle: 1-10.6000 (d)] Distance: 99.580' Easting: 6113.1481' Northing: 1705.2009' Side 12: Line 427663.797' Direction: NO° 13' 45.0011E Angle: [-136.4667 (d)] Deflection angle: [43.5333 (d)] Distance: 87.720' Easting: 6113.4989' Northing: 1792.9202' Side 13: Line 6876.8462' Direction: S880 48' 32.00'E Angle: [-89.0381 (d)] Deflection angle: [90.9619 (d)] Distance: 1330.570' Easting: 7443.7814' Northing: 1765.2612' Side 14: Line 6862.8657' Direction: Sl° 12' 22.00"W Angle: [-89.9850 (d)] Deflection angle: [90.0150 (d)] Distance: 1041.550' Easting: 7421.8578' Northing: 723.9420' Mapcheck 2: LOT 1 Closure Summary Precision, 1 part in: 427663.797' Error distance: 0.007' Error direction: NO° 17' 53.04"W Area: 387045.82 Sq. Ft. Square area: 387045.825 Perimeter: 3138.600' Point of Beginning Easting: 6876.8462' Northing: 655.5441' Side l: Line Direction: N410 11' 15.00"W Angle: [138.8125 (d)] Deflection angle: [-41.1875 (d)] Distance: 21.230' Easting: 6862.8657' Northing: 671.5210' Side 2: Line Direction: N390 02' 15.00"W Angle: [-177.8500 (d)] Deflection angle: [2.1500 (d)] Distance: 490.000' Easting: 6554.2495' Northing: 1052.1206' Side 3: Line Direction: N320 42' 15.00"W Angle: [-173.6667 (d)] Deflection angle: [6.3333 (d)] Distance: 220.750' Easting: 6434.9780' Northing: 1237.8754' Side 4: Line Direction: N590 48' 57.00"E Angle: [-87.4800 (d)] Deflection angle: [92.5200 (d)] Distance: 124.860' Easting: 6542.9087' Northing: 1300.6527' Side 5: Line Direction: N340 03' 22.00"W Angle: [86.1281 (d)] Deflection angle: [-93.8719 (d)] Distance: 218.450' Easting: 6420.5757' Northing: 1481.6362' Side 6: Line Direction: N520 24' 29.0011E Angle: [-93.5358 (d)] Deflection angle: [86.4642 (d)] Distance: 76.980' Easting: 6481.5727' Northing: 1528.5966' Side 7: Line Direction: S360 55' 14.00"E Angle: [-89.3286 (d)] Deflection angle: [90.6714 (d)] Distance: 35.970' Easting: 6503.1802' Northing: 1499.8397' Side 8: Line Direction: S410 35' 10.0011E Angle: [175.3344 (d)] Deflection angle: [-4.6656 (d)] Distance: 39.070' Easting: 6529.1127' Northing: 1470.6169' Side 9: Line Direction: N700 23' 04.00"E Angle: [111.9706 (d)] Deflection angle: [-68.0294 (d)] Distance: 89.480' Easting: 6613.3998' Northing: 1500.6560' Side 10: Line Direction: N90 00' 52.00"E Angle: [118.6300 (d)] Deflection angle: [-61.3700 (d)] Distance: 6.100' Easting: 6614.3556' Northing: 1506.6807' Side 11: Line Direction: N680 44' 03.00"E Angle: [-120.2803 (d)] Deflection angle: [59.7197 (d)] Distance: 27.740' Fasting: 6640.2067' Northing: 1516.7418' Side 12: Line Direction: 5880 26' 32.00"E Angle: [-157.1764 (d)] Deflection angle: [22.8236 (d)] Distance: 204.610' Fasting: 6844.7411' Northing: 1511.1795' Side13: Line Direction: N810 11' 25.00"E Angle: [169.6325 (d)] Deflection angle: [-10.3675 (d)] Distance: 52.510' Fasting: 6896.6316' Northing: 1519.2216' Side 14: Line Direction: S540 07' 54.0011E Angle: [-135.3219 (d)] Deflection angle: [44.6781 (d)] Distance: 70.040' Fasting: 6953.3896' Northing: 1478.1835' Side 15: Line Direction: 5550 04' 41.00"E Angle: [179.0536 (d)] Deflection angle: [-0.9464 (d)] Distance: 108.690' Fasting: 7042.5081' Northing: 1415.9628' Side 16: Line Direction: S210 33' 59.0011E Angle: [-146.4883 (d)] Deflection angle: [33.5117 (d)] Distance: 102.950' Fasting: 7080.3504' Northing: 1320.2201' Side 17: Line Direction: S200 52' 07.00"W Angle: [-137.5650 (d)] Deflection angle: [42.4350 (d)] Distance: 99.990' Fasting: 7044.7313' Northing: 1226.7895' Side 18: Line Direction: S170 26' 13.00"W Angle: [176.5683 (d)] Deflection angle: [-3.4317 (d)] Distance: 133.290' Fasting: 7004.7902' Northing: 1099.6245' Side 19: Line Direction: 5139 32' 41.00"W Angle: [176.1078 (d)] Deflection angle: [-3.8922 (d)] Distance: 101.680' Easting: 6980.9763' Northing: 1000.7725' Side 20: Line Direction: S10° 36' 02.00"E Angle: [155.8547 (d)] Deflection angle: [-24.1453 (d)] Distance: 23.940' Easting: 6985.3803' Northing: 977.2410' Side 21: Line Direction: S260 50' 30.00"E Angle: [163.7589 (d)] Deflection angle:. [-16.2411 (d)] Distance: 34.530' Easting: 7000.9715' Northing: 946.4314' Side 22: Line Direction: S370 08' 57.00"E Angle: [169.6925 (d)] Deflection angle: [-10.3075 (d)] Distance: 178.870' Easting: 7108.9897' Northing: 803.8602' Side 23: Line Direction: S890 53' 57.00"E Angle: [127.2500 (d)] Deflection angle: [-52.7500 (d)] Distance: 88.380' Easting: 7197.3696' Northing: 803.7046' Side 24: Line Direction: S90 52' 55.0011E Angle: [-99.9828 (d)] Deflection angle: [80.0172 (d)] Distance: 65.210' Easting: 7208.5608' Northing: 739.4621' Side 25: Line Direction: S790 38' 07.00"E Angle: [110.2467 (d)] Deflection angle: [-69.7533 (d)] Distance: 48.250' Easting: 7256.0235' Northing: 730.7813' Side 26: Line Direction: SO° 00' 08,00"E Angle: [-100.3669 (d)] Deflection angle: [79.6331 (d)] Distance: 42.320' Easting: 7256.0251' Northing: 688.4613' Side 27: Line Direction: S890 59' 52.00"W Angle: [-90.0000 (d)] Deflection angle: [90.0000 (d)] Distance: 181.250' Easting: 7074.7751' Northing: 688.4543' Side 28: Curve Curve direction: Clockwise Radius: [22.9991] Arc length: 18.490' Delta angle: 46.0725 (d) Tangent: [9.7801] Chord direction: N660 57' 58.00"W Chord angle: [-156.9639 (d)] Deflection angle: [23.0361 (d)] Chord distance: 18.000' Easting: 7058.2102' Northing: 695.4972' Side 29: Curve Curve direction: Counter -clockwise Radius: [62.5011] Arc length: 124.050' Delta angle: [113.7219 (d)] Tangent: [95.7341] Chord direction: 5790 12' 33.00"W Chord angle: [123.1390 (d)] Deflection angle: [-56.8610 (d)] Chord distance: 104.670' Easting: 6955.3911' Northing: 675.9005' Side 30: Line Direction: N410 11' 15.0011W Angle: [-63.5357 (d)] Deflection angle: [116.4643 (d)] Distance: 36.410' Easting: 6931.4142' Northing: 703.3011' Side 31: Line Direction: S480 48' 45.00"W Angle: [90.0000 (d)] Deflection angle: [-90.0000 (d)] Distance: 72.510' Easting: 6876.8461' Northing: 655.5515' Mapcheck 3: LOT 2 Closure Summary Precision, 1 part in: 93748.255' Error distance: 0.007' Error direction: N186 15' 17.72"W Area: 25365.32 Sq. Et. Square area: 25365.321 Perimeter: 687.530' Point of Beginning Easting: 6640.2026' Northing: 1516.7409' Side l: Line Direction: N30 17' 23.00"E Angle: [-176.7103 (d)] Deflection angle: [3.2897 (d)] Distance: 123.990' Easting: 6647.3178' Northing: 1640.5266' Side 2: Curve Curve direction: Clockwise Radius: [446.9771] Arc length: 53.970' Delta angle: 6.9172 (d) Tangent: [27.014'] Chord direction: S800 21' 29.00"E Chord angle: [-83.6478 (d)] Deflection angle: [96.3522 (d)] Chord distance: 53.930' Easting: 6700.4860' Northing: 1631.4938' Side 3: Curve Curve direction: Counter -clockwise Radius: [1012.9831] Arc length: 191.400' Delta angle: 10.8256 (d) Tangent: [95.9831] Chord direction: S820 18' 44.00"E Chord angle: [174.5872 (d)] Deflection angle: [-5.4128 (d)] Chord distance: 191.110' Easting: 6889.8782' Northing: 1605.9281' Side 4: Line Direction: S20 43' 03.00"W Angle: [-89.5575 (d)] Deflection angle: [90.4425 (d)] Distance: 56.060' Easting: 6887.2203' Northing: 1549.9312' Side 5: Line Direction: S470 38' 10.00"W Angle: [-135.0814 (d)] Deflection angle: [44.9186 (d)] Distance: 57.500' Easting: 6844.7347' Northing: 1511.1856' Side 6: Line Direction: N880 26' 32.0011W Angle: [-136.0783 (d)] Deflection angle: [43.9217 (d)] Distance: 204.610' Easting: 6640.2003' Northing: 1516.7479' Mapcheck 4: LOT 3 Closure Summary Precision, 1 part in: 168672.809' Error distance: 0.030' Error direction: 5120 51' 11.34'E Area: 469749.18 Sq. Ft. Square area: 469749.185 Perimeter: 5074.770' Point of Beginning Easting: 6434.9773' Northing: 1237.8750' Side 1: Line Direction: N320 42' 15.0011W Angle: [147.2958 (d)] Deflection angle: [-32.7042 (d)] Distance: 349.110' Easting: 6246.3527' Northing: 1531.6412' Side 2: Line Direction: N570 20' 37.00"E Angle: [-89.9522 (d)] Deflection angle: [90.0478 (d)] Distance: 105.460' Easting: 6335.1418' Northing: 1588.5473' Side 3: Line Direction: N40 39' 19.00"W Angle: [118.0011 (d)] Deflection angle: [-61.9989 (d)] Distance: 33.290' Easting: 6332.4399' Northing: 1621.7275' Side 4: Line Direction: N190 25' 07.00"E Angle: [-155.9261 (d)] Deflection angle: [24.0739 (d)] Distance: 82.970' Easting: 6360.0247' Northing: 1699.9777' Side 5: Line Direction: S880 28' 55.00"E Angle: [-107.9006 (d)] Deflection angle: [72.0994 (d)] Distance: 289.780' Easting: 6649.7030' Northing: 1692.3009' Side 6: Line Direction: 5790 38' 53.00"E Angle: [-171.1661 (d)] Deflection angle: [8.8339 (d)] Distance: 151.960' Easting: 6799.1895' Northing: 1664.9946' Side 7: Line Direction: S850 32' 46.00"E Angle: [174.1019 (d)] Deflection angle: [-5.8981 (d)] Distance: 101.580' Easting: 6900.4628' Northing: 1657.1062' Side 8: Line Direction: N870 58' 39.00"E Angle: [173.5236 (d)] Deflection angle: [-6.4764 (d)] Distance: 120.590' Easting: 7020.9776' Northing: 1661.3621' Side 9: Line Direction: N840 43' 10.00'E Angle: [176.7419 (d)] Deflection angle: [-3.2581 (d)] Distance: 150.520' Easting: 7170.8588' Northing: 1675.2148' Side 10: Line Direction: N840 29' 27.00"E Angle: [179.7714 (d)] Deflection angle: [-0.2286 (d)] Distance: 75.370' Easting: 7245.8807' Northing: 1682.4507' Side 11: Line Direction: 5810 50' 24.00"E Angle: [-166.3308 (d)] Deflection angle: [13.6692 (d)] Distance: 41.110' Easting: 7286.5745' Northing: 1676.6156' Side 12: Line Direction: S490 35' 01.0011E Angle: [-147.7436 (d)] Deflection angle: [32.2564 (d)] Distance: 36.910' Easting: 7314.6760' Northing: 1652.6855' Side 13: Line Direction: S350 Ol' 18.00"E Angle: [-165.4381 (d)] Deflection angle: [14.5619 (d)] Distance: 45.770' Easting: 7340.9428' Northing: 1615.2028' Side 14: Line Direction: SO° 38' 55.00"W Angle: [-144.3297 (d)] Deflection angle: [35.6703 (d)] Distance: 37.230' Easting: 7340.5213' Northing: 1577.9752' Side 15: Line Direction: S290 50' 11.00"W Angle: 1-150.8122 (d)] Deflection angle: [29.1878 (d)] Distance: 46.700' Easting: 7317.2869' Northing: 1537.4653' Side 16: Line Direction: S330 02' 44.00"W Angle: [-176.7908 (d)] Deflection angle: [3.2092 (d)] Distance: 117.810' Easting: 7253.0444' Northing: 1438.7126' Side 17: Line Direction: S580 06' 44.00"E Angle: [88.8422 (d)] Deflection angle: [-91.1578 (d)] Distance: 85.790' Easting; 7325.8874' Northing: 1393.3934' Side 18: Line Direction: S860 37' 33.00"E Angle: [151.4864 (d)] Deflection angle: [-28.5136 (d)] Distance: 110.110' Easting: 7435.8065' Northing: 1386.9127' Side 19: Line Direction: Sl° 12' 22.00"W Angle: [-92.1681 (d)] Deflection angle: [87.8319 (d)] Distance: 663.130' Easting: 7421.8483' Northing: 723.9297' Side 20: Curve Curve direction: Counter -clockwise Radius: [62.4951] Arc length: 60.450' Delta angle: 55.4197 (d) Tangent: [32.8251] Chord direction: S630 29' 46.00"W Chord angle: [-117.7100 (d)] Deflection angle: [62.2900 (d)] Chord distance: 58.120' Easting: 7369.8364' Northing: 697.9931' Side 21: Curve Curve direction: Clockwise Radius: [23.0011] Arc length: 21.760' Delta angle: 54.2114 (d) Tangent: [11.7731] Chord direction: S620 53' 31.00"W Chord angle: [-152.8943 (d)] Deflection angle: [27.1057 (d)] Chord distance: 20.960' Easting: 7351.1789' Northing: 688.4423' Side 22: Line Direction: 5890 59' 52.0011W Angle: [-179.9999 (d)] Deflection angle: [0.0001 (d)] Distance: 95.150' Easting: 7256.0289' Northing: 688.4386' Side 23: Line Direction: NO° 00' 08.00"W Angle: [-90.0000 (d)] Deflection angle: [90.0000 (d)] Distance: 42.320' Easting: 7256.0273' Northing: 730.7586' Side 24: Line Direction: N790 38' 07.00"W Angle: [100.3669 (d)] Deflection angle: [-79.6331 (d)] Distance: 48.250' Easting: 7208.5646' Northing: 739.4394' Side 25: Line Direction: N90 52' 55.00"W Angle: [-110.2467 (d)] Deflection angle: [69.7533 (d)] Distance: 65.210' Easting: 7197.3733' Northing: 803.6819' Side 26: Line Direction: N890 53' 57.00"W Angle: [99.9828 (d)] Deflection angle: [-80.0172 (d)] Distance: 88.380' Easting: 7108.9935' Northing: 803.8375' Side 27: Line Direction: N370 08' 57.00"W Angle: [-127.2500 (d)] Deflection angle: [52.7500 (d)] Distance: 178.870' Easting: 7000.9753' Northing: 946.4087' Side 28: Line Direction: N260 50' 30.0011W Angle: [-169.6925 (d)] Deflection angle: [10.3075 (d)] Distance: 34.530' Easting: 6985.3841' Northing: 977.2183' Side 29: Line Direction: N100 36' 02.00"W Angle: [-163.7589 (d)] Deflection angle: [16.2411 (d)] Distance: 23.940' Easting: 6980.9800' Northing: 1000.7497' Side 30: Line Direction: N130 32' 41.00"E Angle: [-155.8547 (d)] Deflection angle: [24.1453 (d)] Distance: 101.680' Easting: 7004.7939' Northing: 1099.6018' Side 31: Line Direction: N170 26' 13.00"E Angle: [-176.1078 (d)] Deflection angle: [3.8922 (d)] Distance: 133.290' Easting: 7044.7351' Northing: 1226.7667' Side 32: Line Direction: N200 52' 07.00"E Angle: [-176.5683 (d)] Deflection angle: [3.4317 (d)] Distance: 99.990' Easting: 7080.3541' Northing: 1320.1974' Side 33: Line Direction: N210 33' 59.007TW Angle: [137.5650 (d)] Deflection angle: [-42.4350 (d)] Distance: 102.950' Easting: 7042.5119' Northing: 1415.9401' Side 34: Line Direction: N550 04' 41.00"W Angle: 1146.4883 (d)] Deflection angle: [-33.5117 (d)] Distance: 108.690' Easting: 6953.3934' Northing: 1478.1607' Side 35: Line Direction: N540 07' 54.00"W Angle: [-179.0536 (d)] Deflection angle: [0.9464 (d)] Distance: 70.040' Easting: 6896.6354' Northing: 1519.1989' Side 36: Line Direction: 5810 11' 25.0011W Angle: [135.3219 (d)] Deflection angle: [-44.6781 (d)] Distance: 52.510' Easting: 6844.7449' Northing: 1511.1568' Side 37: Line Direction: N470 38' 10.00"E Angle: [-33.5542 (d)] Deflection angle: [146.4458 (d)] Distance: 57.500' Easting: 6887.2305' Northing: 1549.9024' Side 38: Line Direction: N20 43' 03.00"E Angle: [135.0814 (d)] Deflection angle: [-44.9186 (d)] Distance: 56.060' Easting: 6889.8884' Northing: 1605.8994' Side 39: Curve Curve direction: Clockwise Radius: [1012.983'] Arc length: 191.400' Delta angle: 10.8256 (d) Tangent: [95.9831] Chord direction: N820 18' 44.00"W Chord angle: [94.9703 (d)] Deflection angle: [-85.0297 (d)] Chord distance: 191.110' Easting: 6700.4961' Northing: 1631.4651' Side 40: Curve Curve direction: Counter -clockwise Radius: [446.9771] Arc length: 53.970' Delta angle: 6.9172 (d) Tangent: [27.0141] Chord direction: N800 21' 29.0011W Chord angle: [176.5414 (d)] Deflection angle: [-3.4586 (d)] Chord distance: 53.930' Easting: 6647.3280' Northing: 1640.4978' Side 41: Line Direction: S30 17' 23.00"W Angle: [87.1064 (d)] Deflection angle: [-92.8936 (d)] Distance: 123.990' Easting: 6640.2128' Northing: 1516.7122' Side 42: Line Direction: 5680 44' 03.00"W Angle: [-114.5556 (d)] Deflection angle: [65.4444 (d)] Distance: 27.740' Easting: 6614.3617' Northing: 1506.6510' Side 43: Line Direction: S90 00' 52.00"W Angle: [120.2803 (d)] Deflection angle: [-59.7197 (d)] Distance: 6.100' Easting: 6613.4059' Northing: 1500.6263' Side 44: Line Direction: S700 23' 04.0011W Angle: [-118.6300 (d)] Deflection angle: [61.3700 (d)] Distance: 89.480' Easting: 6529.1188' Northing: 1470.5872' Side 45: Line Direction: N410 35' 10.0011W Angle: [-111.9706 (d)] Deflection angle: [68.0294 (d)] Distance: 39.070' Easting: 6503.1862' Northing: 1499.8100' Side 46: Line Direction: N360 55' 14.0011W Angle: [-175.3344 (d)] Deflection angle: [4.6656 (d)] Distance: 35.970' Easting: 6481.5788' Northing: 1528.5669' Side 47: Line Direction: 5520 24' 29.00'W Angle: [89.3286 (d)] Deflection angle: [-90.6714 (d)] Distance: 76.980' Easting: 6420.5818' Northing: 1481.6065' Side 48: Line Direction: S340 03' 22.00"E Angle: [93.5358 (d)] Deflection angle: [-86.4642 (d)] Distance: 218.450' Easting: 6542.9147' Northing: 1300.6230' Side 49: Line Direction: 5590 48' 57.00"W Angle: [-86.1281 (d)] Deflection angle: [93.8719 (d)] Distance: 124.860' Easting: 6434.9840' Northing: 1237.8457' Mapcheck 5: LOT 4 Closure Summary Precision, 1 part in: 260920.743' Error distance: 0.014' Error direction: N130 25' 01.71"E Area: 190064.22 Sq. Ft. Square area: 190064.220 Perimeter: 3649.380' Point of Beginning Easting: 6246.3515' Northing: 1531.6430' Side 1: Line Direction: N320 42' 15.00"W Angle: [147.2958 (d)] Deflection angle: [-32.7042 (d)] Distance: 120.140' Easting: 6181.4397' Northing: 1632.7374' Side 2: Line Direction: N430 18' 15.00"W Angle: [169.4000 (d)] Deflection angle: [-10.6000 (d)] Distance: 99.580' Easting: 6113.1406' Northing: 1705.2040' Side 3: Line Direction: NO° 13' 45.00"E Angle: [-136.4667 (d)] Deflection angle: [43.5333 (d)] Distance: 87.720' Easting: 6113.4915' Northing: 1792.9233' Side 4: Line Direction: 5880 48' 32.00"E Angle: [-89,0381 (d)] Deflection angle: [90.9619 (d)] Distance: 1330.570' Easting: 7443.7740' Northing: 1765.2644' Side 5: Line Direction: Sl° 12' 22.00"W Angle: [-89.9850 (d)] Deflection angle: [90.0150 (d)] Distance: 378.420' Easting: 7435.8086' Northing: 1386.9282' Side 6: Line Direction: N86° 37' 33.00"W Angle: [-87.8319 (d)] Deflection angle: [92.1681 (d)] Distance: 110.110' Easting: 7325.8895' Northing: 1393.4089' Side 7: Line Direction: N580 06' 44.00"W Angle: [-151.4864 (d)] Deflection angle: [28.5136 (d)] Distance: 85.790' Easting: 7253.0465' Northing: 1438.7281' Side 8: Line Direction: N330 02' 44.00"E Angle: [-88.8422 (d)] Deflection angle: [91.1578 (d)] Distance: 117.810' Easting: 7317.2890' Northing: 1537.4808' Side 9: Line Direction: N290 50' 11.0011E Angle: [176.7908 (d)] Deflection angle: (-3.2092 (d)] Distance: 46.700' Easting: 7340.5234' Northing: 1577.9907' Side 10: Line Direction: NO° 38' 55.00"E Angle: [150.8122 (d)] Deflection angle: [-29.1878 (d)] Distance: 37.230' Easting: 7340.9448' Northing: 1615.2183' Side 11: Line Direction: N350 01' 18.00"W Angle: [144.3297 (d)] Deflection angle: [-35.6703 (d)] Distance: 45.770' Easting: 7314.6781' Northing: 1652.7010' Side 12: Line Direction: N490 35' 01.0011W Angle: [165.4381 (d)] Deflection angle: [-14.5619 (d)] Distance: 36.910' Easting: 7286.5765' Northing: 1676.6311' Side 13: Line Direction: N810 50' 24.00"W Angle: (147.7436 (d)] Deflection angle: [-32.2564 (d)] Distance: 41.110' Easting: 7245.8828' Northing: 1682.4662' Side 14: Line Direction: S840 29' 27.00"W Angle: [166.3308 (d)] Deflection angle: [-13.6692 (d)] Distance: 75.370' Easting: 7170.8609' Northing: 1675.2303' Side 15: Line Direction: S840 43' 10.0011W Angle: [-179.7714 (d)] Deflection angle: [0.2286 (d)] Distance: 150.520' Easting: 7020.9797' Northing: 1661.3775' Side 16: Line Direction: 5870 58' 39.00"W Angle: [-176.7419 (d)] Deflection angle: [3.2581 (d)] Distance: 120.590' Easting: 6900.4648' Northing: 1657.1217' Side 17: Line Direction: N850 32' 46.00"W Angle: [-173.5236 (d)] Deflection angle: [6.4764 (d)] Distance: 101.580' Easting: 6799.1916' Northing: 1665.0100' Side 18: Line Direction: N790 38' 53.0011W Angle: [-174.1019 (d)] Deflection angle: [5.8981 (d)] Distance: 151.960' Easting: 6649.7051' Northing: 1692.3164' Side 19: Line Direction: N880 28' 55.00"W Angle: [171.1661 (d)] Deflection angle: [-8.8339 (d)] Distance: 289.780' Easting: 6360.0268' Northing: 1699.9932' Side 20: Line Direction: S190 25' 07.00"W Angle: [107.9006 (d)] Deflection angle: [-72.0994 (d)] Distance: 82.970' Easting: 6332.4420' Northing: 1621.7430' Side 21: Line Direction: S40 39' 19.001TE Angle: [155.9261 (d)] Deflection angle: [-24.0739 (d)] Distance: 33.290' Easting: 6335.1438' Northing: 1588.5628' Side 22: Line Direction: S570 20' 37.00"W Angle: [-118.0011 (d)] Deflection angle: [61.9989 (d)] Distance: 105.460' Easting: 6246.3548' Northing: 1531.6566' ENGINEERING nd engineering communilies for Me lulure S&UTIONSLLP April 1, 2015 Mr. Warren Stewart, PR Engineering Manager City of Meridian Public Works 33 East Broadway Meridian, ID 83642 Re: Avendale Subdivision Dear Mr. Stewart: 1029 N. Rosario Street, Suite too Meridian, ID 83642 Phone: (208) 938-0980 Fax: (208) 938-0941 E-mail: es-kathystrgwestoffice.net Please note that this is certification that the parking lot/driveway centerline is a minimum of 36 inches above highest known groundwater elevation. Please call me if you have any questions or require additional information. Sincerely, Engineering Solutions, LLP Partner KS:ss C:\Documents\2014\141105 Avendale Subdivision Final Plat\Stewart.doc o ai N� >3 Fel m < Q M m � m o p O 11"111 N O F Z 3 O ] 60 w 50 - r O N 0 m II m o '�,� .0QN a 14 J �Q 00E w rn Fa m z ��IIII m x II �-m tl I II '9 <Q ¢o ; I J O II � I i 0 �� X111,p � � � R g 4 fie. s O h e AMMya N$9sE3' �c'y" '51 1 ISS j Ia ' re35YE8 I 1jQ' ;$m w §e ks�p��^Yggffi3��k 91`% a's3 it 4.1 1 i @gam 4 G� 65 5 x � Q � NIus $ a $ syry 3 a e$ a § $ € y$ O NsWHO nu I Y b- f�9 43J1VldNn '@I 311 NIl'N 1 o h a �i9 AN! l ,SS'lYOI NsZZ ZI.IO S "��' .99 - "-'--V^ H tlItlBNN •N,nwi o$go �3 wa Fn-EiG 9n 8.'98 ba oo GGESe II II Faral I I I I fl 4�i 10�oa Ya IJ I LJ I x II �-m tl I II '9 <Q ¢o ; I J O II � I i 0 �� X111,p � � � R g 4 fie. s O h e AMMya N$9sE3' �c'y" '51 1 ISS j Ia ' re35YE8 I 1jQ' ;$m w §e ks�p��^Yggffi3��k 91`% a's3 it 4.1 1 i @gam 4 G� 65 5 x � Q � NIus $ a $ syry 3 a e$ a § $ € y$ O NsWHO nu I / ipp aB§b;me '-:F ^- 'a am..&5 V o �:/ .Ks�xn.IlnDe gk�ppk9RSa .pess,q„��sg�sK�ssss>iss$sa��aa gml�fJ�'q�9_1:Yfao�Y��. 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Location: The site is located at 3800 W. Perugia Street, in the SE V4 of Section 10, Township 3N., Range IW.