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ApplicationHearing Date: May 24, 2016 File No.: H-2016-0049 Project Name: Falconers Place Subdivision Request: Request for final plat consisting of twenty three (23) single-family residential lots and five (5) common lots on approximately 4.69 acres in the R-8 zoning district, by Summit Equity, LLC. Location: The site is located on the east side of Eagle Road, South of Victory Road, in the NW 1/4 of Section 28, Township 3 North, Range 1 East. (Parcel Ws R3193250021 and R3193250023) CjQfERIDIAN STAFF USE ONLY: Project name: r` File number(s): Assigned Planner: s ps; Planning Division k 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 ❑ City Council Review ❑ Short Plat ❑ Comprehensive Plan Map Amendment ❑ Time Extension: ❑ Comprehensive Plan Text Amendment Director/ Commission/Council (circle one) ❑ Conditional Use Permit ❑ UDC Text Amendment ❑ Conditional Use Modification ❑ Vacation: Director/Commission (circle one) Director/ Council (circle one) ❑ Development Agreement Modification ❑ Variance IX Final Plat ❑ Other ❑ Final Plat Modification Applicant Information Applicant name: Summit Equity, LLC David Alexander Phone: Applicant address: PO Box 190534 City: Email: State: ID Zip: 83719 Applicant's interest in property: IX Own ❑ Rent ❑ Optioned ❑ Other Owner name: Falcon Drive Meridian, LLC Phone: Owner address: 3300 E Louise Dr, Suite 300 Email: city: Meridian State: ID zip: 83642 Agent/Contact name (e.g., architect, engineer, developer, representative): Scott Wonders, P. E. Firmname: JUB Engineers, Inc. Phone: 376-7330 Agent address: 250 S Beechwood Ave. Suite 201 Email: swonders(alub.com City: Boise State: ID Zip: 83709 Primary contact is: ❑ Applicant ❑ Owner EX Agent/Contact Subject Property Information Location/street address: E of Eagle Rd. S of Victory Rd Township, range, section: T3N. R1 E. Sec 28 Assessor's parcel number(s): R3193250021 & R3193250023 Total acreage: 4.69 Zoning district: R-8 Community Development ■ Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.me6diatncitv.org/planning -1- (Rei,. 06/1212014) Project/subdivision name: Falconers Place Subdivision General description of proposed project/request: Single Family Residential Subdivision Proposed zoning district(s): RR=8 Acres of each zone proposed: 4. Type of use proposed (check all that apply): N Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development?. of Meridian Which irrigation district does this property lie within? City of Meridian Primary irrigation source: Domestic Water, Meridian Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is Cary water): 29,378 sf Residential Project Summary (if applicable) Number of residential units: 23 Number of building lots: 23 Number of common lots: 5 Number of other lots: Proposed number of dwelling units (for multi -family developments only): N/A I bedroom: 0 2-3 bedrooms: 4 or more bedrooms: Minimum square footage of structure (excl. garage): N/A Maximum building height: N/A Minimum property size (s.f): 4,057 sf Average property size (s.f:): 5,753 sf Gross density (Per UDC ll -IA -1): 4.9 du/ac Net density (Per UDC ll -IA -I): 7.57 du/ac Acreage of qualified open space: .96 ac Percentage of qualified open space: 7.89%0 Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): 1/2 buffer along Eagle Rd=7,909 sf+ 8,349 sf common landscape area = 16,258 sf (0.037 ac) total qualified open space Amenities provided with this development (if applicable): Open Space with Gazebo Type of dwelling(s) proposed: IN Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: 0 Common lots: 0 Other lots: 0 Gross floor area proposed N/A Hours of operation (days and hours): N/A Total number of parking spaces provided: N/A Authorization Print applicant name: Applicant signature: . Existing (if applicable): N/A Building height: N/A Number of compact spaces provided: N/A Date: Community Development . Planning Division . 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.neridiancitv.ore/olannine -2- (Rev. 0611212014) l (J- J•U•B ENGINEERS, INC. April 26, 2016 Sonya Watters Associate City Planner City of Meridian 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: FALCONERS PLACE SUBDIVISION FINAL PLAT SUBMITTAL Dear Sonya: THE J -U -B COMPANIESrl LRNGOON Q MEPP MG DROOP INC. The final plat submittal package is enclosed for the proposed Falconers Place Subdivision located south of Victory Road and east of Eagle Rd in Section 28, Township 3 North, Range 1 East, Boise Meridian, Ada County, Meridian, Idaho, and consists of 29 total lots with 23 buildable and 5 common on approximately 4.69 acres. Amenities include open space and a gazebo. The specific provisions requested in the final plat application are intended to be addressed in the plat and construction documents as described below: G The final plat conforms to the approved preliminary plat. G The final plat conforms to the applicable provisions of the UDC. • The final plat and development plans conform to best management practices and acceptable surveying, engineering, and landscape architectural practices, and local standards. Also included in this submittal is "no -service" letter from Boise Project Board of Controls as requested in the preliminary plat conditions. Please feel free to contact us at 208.376.7330 if you have any questions. Sincerely, J -U -B ENGINEERS, Inc. Scott Wonders, P.E. Land Development Lead a 250 S. Beechwood Avenue, Suite 201, Boise, ID 83709-0944 1, 208-376-7330 .f 208-323-9336 m www.jub.com Customer Reference No. File No. 183173 ALLIANCE TIT -E &. ESCROW COP. F. In an effort to assure that your transaction goes smoothly, please review the following checklist and contact your Escrow Officer or Title Officer if you answer "Yes" to any of the following: ❖ Will you be using a Power of Attorney? + Are any of the parties in title incapacitated or deceased? •c Has a change in marital status occurred for any of the principals? ❖ Will the property be transferred into or from a trust, partnership, corporation or Limited Liability Company? v Has there been any construction on the property in the last six months? Remember, all parties signing documents must have a current driver's license or other valid, government issued photo I.D. Customer Reference No. File No. 183173 ALTA Plain Language Commitment Form INFORMATION The Title Insurance Commitment is a legal contract between you and the Company. It is issued to show the basis on which we will issue a Title Insurance Policy to you. The Policy will insure you against certain risks to the land title, subject to the limitations shown in the Policy. The Company will give you a sample of the Policy form, if you ask. Note: Notwithstanding anything to the contrary in this Commitment, if the policy to be issued is other than an ALTA Owner's Policy (6/17/06) or ALTA Loan Policy (6117/06), the policy may not contain an arbitration clause, or the terms of the arbitration clause may be differentfrom those set forth in this Commitment. If the policy does contain an arbitration clause, and the Amount of Insurance is less than the amount, if any, set forth in the arbitration clause, all arbitrable matters shall be arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties The Commitment is based on the land title as of the Commitment Date. Any changes in the land title or the transaction may affect the Commitment and the Policy. The Commitment is subject to its Requirements, Exceptions and Conditions_ THIS INFORMATION IS NOT PART OF THE TITLE INSURANCE COMMITMENT. YOU SHOULD READ THE COMMITMENT VERY CAREFULLY. If you have any questions about the Commitment, contact your title officer, Steve Jewett TABLE OF CONTENTS AGREEMENT TO ISSUE POLICY SCHEDULE A 1. Commitment Date 2. Policies to be Issued, Amounts and Proposed Insureds 3. Interest in the Land and Owner 4. Description of the Land SCHEDULE B-1— REQUIREMENTS SCHEDULE B-H — EXCEPTIONS CONDITIONS customer Reference No. File No. 183173 TITLE INSURANCE COMWrMENT BY Chicago Title Insurance Company AGREEMENT TO ISSUE POLICY We agree to issue a policy to you according to the terms of the Commitment. When we show the policy amount and your name as the proposed insured in Schedule A, this Commitment becomes effective as of the Commitment Date shown in Schedule A. If the Requirements shown in this Commitment have not been met within six months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following: The Provisions in Schedule A. The Requirements in Schedule B -I. The Exceptions in Schedule B -II. The Conditions. This Commitment is not valid without SCHEDULE A and Sections I and II of SCHEDULE B. CMrAC,n TrVLE 1NSVRANCr. COMPAKY B_ NIlfl 4i{,.YRSI(k2 S issued by: Alliance Title & Escrow Corp. lei+ 0 Authorized signer Customer Reference No. File No_ 183173 SCHEDULE A Order No.: 183173 Effective date: March 6, 2013 at 7:30 A.M 2. Policy or Policies to be issued: (a) ALTA Owner's PolicyStandard Coverage ❑ Extended Coverage (6-17-06) 1 11 Amount: $346,000.00 Premium: $1,440.00 Proposed Insured: Northwest Partners, Inc., an Idaho Corporation (b) ALTA Loan Policy❑ Standard Coverage ❑ Extended Coverage (6-17-06) Amount: Premium: $0.00 Endorsements: Proposed Insured: 3. FEE SIMPLE interest in the Land described in this Commitment is owned, at the Commitment Date, by: Cottage Investors III, LLC 4. The Land referred to in this Commitment is described as follows: See Exhibit A Attached Customer Reference No. File No. 183173 Exhibit A Lot 5 of Amended Plat of Lots 3, 4, 5, 6 and 7 of Golden Eagle Estates, according to the plat thereof filed in Book 37 of Plats at pages 3127 and 3128, Official Records of Ada County, Idaho; EXCEPT that portion of Lot 5 of the Amended Plat of Lots 3, 4, 5, 6 and 7 of Golden Eagle Estates according to the plat thereof filed in Book 37 of Plats at Pages 3127 and 3128, official records of Ada County, Idaho, described as follows: Beginning at the found brass cap marking the Northwest corner of Section 28, Township 3 North, Range 1 East, from which the found brass cap marking the North Quarter corner of Section 28 bears South 89036'03" East; thence along the West boundary line of said Section 28, South 00027'43" West a distance of 1320.99 feet to a found 5/8 inch rebar with no cap marking the North sixteenth of said Section 28; thence leaving said West boundary line, South 89030'16"East a distance of 33.00 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" on the East Right -of -Way of South Eagle Road; thence along said Right - of -Way, North 00°27143" East a distance of 626.22 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" at the beginning of a non -tangent curve to the right; thence leaving said Right -of -Way of South Eagle Road and continuing along the Southerly Right - of -Way of West Falcon Drive and said non -tangent curve to the right having a length of 41.40 feet, a radius of 17.85 feet, a central angle of 132°52'39" tangents of 40.93 feet, and a long chord which bears North 83029151" East, a distance of 32.72 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" at a point on the Southerly Right -of -Way of West Falcon Drive; thence along said Southerly Right -of -Way the following courses and distances: South 30003150" East a distance of 164.85 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" at the beginning of a curve to the left; along said curve to the left having a length of 107.01 feet, a radius of 100.00 feet, a central angle of 61018'47", tangents of 59.27 feet, and a long chord which bears South 60043'13" East, a distance of 101.98 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612; thence North 88037123" East, a distance of 90.85 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" at the TRUE POINT OF BEGINNING; thence leaving said Right -of -Way, South 01112104" West a distance of 163.50 feet to set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612'; thence South 88147156" East a distance of 127.82 feet to a set 5/8 inch rebar with plastic cap stamped `FLSI PLS 7612"; thence North 00°21138" East a distance of 190.03 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" at a point on said Southerly Right -of -Way of West Falcon Drive; thence along said Southerly Right -of -Way the following courses and distances: South 7316'58" West a distance of 65.38 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" at the beginning of a curve to the right; along said curve to the Customer Reference No. File No. 183173 right having a length of 26.77 feet, a radius of 100.00 feet, a central angle of 15°20'25", tangents of 13.47 feet, and a long chord which bears South 80057'11" West a distance of 26.69 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612"; thence South 88°37'23" West a distance of 36.59 feet to a set 518 inch rebar with plastic cap stamped "FLSI PLS 7612" at the TRUE POINT OF BEGINNING. Customer Reference No. File No. 183173 SCHEDULE B - SECTION I REQUIREMENTS The following requirements must be met: a. Pay the agreed amounts for the interest in the land and/or the mortgage to be insured. b. Pay us the premiums, fees and charges for the policy. c. Documents satisfactory to us creating the interest in the Land and/or the Mortgage to be insured must be signed, delivered and recorded. d. You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the Land or who will make a loan on the Land. We may then make additional requirements or exceptions. e. Delivery to and approval by the Company of documentation authorizing transaction and setting forth parties authorized to execute documents on behalf of Northwest Partners, Inc_, an Idaho Corporation. £ The company will require a copy of articles of organization, operating agreements, if any, and a current list of its members and managers for Cottage Investors III, LLC, a limited liability company. Note No. 1: We find no activity in the past 24 months regarding transfer of title to subject property. Note No. 2: In the event this transaction fails to close and this commitment is cancelled a fee will be charged complying with the state insurance code. Note No. 3: According to the available County Assessor's Office records, the purported address of said land is: NNA East Falcon Drive, Meridian, ID 83642 Note No. 4: We would like to take this opportunity to thank you for your business, and inform you that your Title Officer is Steve Jewett, whose direct line is (208) 947-9133, and your Escrow Officer is Sue Astley, whose direct line is (208) 947-9113. Customer Reference No. File No. 183173 Note No. 5: To assist you with RESPA compliance, be advised that the agentfunderwriter split associated with the policy(ies) to be issued are as follows: As to any Owners policy of title insurance proposed in Schedule A: Agent $1,267.20 Underwriter $172.80 As to any Lenders policy of title insurance proposed in Schedule A: Agent $0.00 Underwriter $0.00 As to any Endorsements proposed in Schedule A: Agent Underwriter Copies of our privacy policies are available upon request. Please contact your title officer. Customer Reference No. file No. 183173 SCHEDULE B - SECTION H EXCEPTIONS Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. 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 Title that would be disclosed by an accurate and complete land survey ofthe Land. 3. Easements, or claims of easements, not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or material 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 or easements appurtenant to water rights, claims or 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 public records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. 7. Taxes, including any assessments collected therewith, for the year 2013 which are alien not yet due and payable. 8. General Taxes for the year 2012 a Lien, the first half is paid and the second half is now due and payable. Parcel No.: R3193250021 In the original amount of: $1,642.82 9. Special assessments, if any, for the City of Meridian. No delinquencies appear of record. 10. Taxes which may be assessed and extended on any subsequent roll for the tax year 2013, with respect to new improvements and the fust occupancy of subject premises during 2013, which may not be included on the regular assessment roll and which are a lien not yet due or payable. 11. Levies and assessments of the Nampa Meridian Irrigation District, and the rights, powers and easements of said district as by law provided. 12. Easements, reservations, notes and/or dedications as shown on the official plat of Amended Plat of Lots 3.4.5, 6 and 7 of Golden Eagle Estates. Customer Reference No. File No. 183173 13. Covenants, conditions and restrictions, but omitting any covenant or restriction based on race, color, religion, sex, sexual orientation, disability, handicap, familial status, marital status, ancestry, national origin or source of income, as set forth in applicable state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law. Recorded: February, 1974 Instrument No.: 883118 Modification(s) of said covenants, conditions and restrictions Recorded: December 13, 1974 Instrument No: 907497 Further modifications of said covenants, conditions and restrictions Recorded: January 27, 2009 Instrument No.: 109008920 Notice of Deannexation: Recorded: May 21, 2010 Instrument No. 110047089 The Company questions the efficacy of the Amendment and Notice of Deannexation recorded as Instrument Nos. 109008920 and 110047089 because it appears that not all the necessary parties may have executed said documents. 14. Agreement and the terms and conditions contained therein Between: City of Meridian And: Cottage Investors 11, LLC Purpose: Development Agreement Recorded: October 13, 2005 Instrument No.. 105152708 15. Rights, interests, or claims which may exist or arise by reason of the following fact(s) shown on a survey plat entitled Record of Survey for Cottage Investors 11, LLC Dated: January, 2009 Prepared by: Fox Land Surveys, Inc. Recorded: January 5, 2009 Instrument No.: 109000682 Fact(s): Fence on the Northeast is not on property lines. Boundary notes contained on said survey. 16. A Deed of Trust to secure an indebtedness in the amount shown below. Amount: $155,774.96 Trustor/Grantor: Cottage investors 111, LLC Trustee: TitleOne Corporation, an Idaho Corporation Beneficiary: RLL Investments, LLC Dated: March 4, 2010 Recorded: April 1, 2010 Instrument No.: 11029594 Includes this and other property Customer Reference No. File No. 183173 17. A Deed of Trust to secure an indebtedness in the amount shown below. Amount: $438,033.82 Trustor/Grantor: Cottage Investors III, LLC Trustee: Alliance Title and Escrow Corporation Beneficiary: Syringa Bank Dated: May 7, 2012 Recorded: June 25, 2012 Instrument No.: 112061180 18. A Deed of Trust to secure an indebtedness in the amount shown below. Amount: $365,222.11 Trustor/Grantor: Cottage Investors III, LLC Trustee: Alliance Title and Escrow Corporation Beneficiary: SyringaBank Dated: May 7, 2012 Recorded: June 25, 2012 Instrument No.: 112061182 19. A Deed of Trust to secure an indebtedness in the amount shown below. Amount: $222,831.62 Trustor/Grantor Cottage Investors III, LLC Trustee: Alliance Title and Escrow Corporation Beneficiary: Syringa Bank Dated: May 07, 2012 Recorded: June 25, 2012 Instrument No.: 112061184 20. A Deed of Trust to secure an indebtedness in the amount shown below. Amount: $74,961.65 Trustor/Grantor: Cottage Investors III, LLC Trustee: Alliance Title and Escrow Corporation Beneficiary: Syringa Bank Dated: May 07, 2012 Recorded: June 25, 2012 Instrument No.: 112061186 21. Unrecorded leaseholds, if any, and the rights of vendors and holders of security interest in personal property of tenants to remove said personal property at the expiration of the term END OF SCHEDULE B Customer Reference No. File No. 183173 CONDITIONS 1. DEFINITIONS (a) "Mortgage" means mortgage, deed of trust or other security instrument (b) "Public Records" means title records that give constructive notice of matters affecting your title according to the state statutes where your land is located. 2. LATER DEFECTS The Exceptions in Schedule B - Section II may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attach between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B - Section I are met We shall have no liability to you because of this amendment. 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule B, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, liens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4. LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: Comply with the Requirements shown in Schedule B - Section I or Eliminate with our written consent any Exceptions shown in Schedule B - Section II. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE BASED ON THIS COMNHTMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the land must be based on this Commitment and is subject to its terms. 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IT DOES NOT REPRESENT A. SUFWEY OF THE LAND OR IMPLY AlIY REPRESENTATIONS, AS TO THE SIZE, .AREA OR ANY OTHER FACTS FELATEED TO THE LAPD SHOO MN THERE OF. F .sY +L PioneerTitleCo 60/N6 Nrros# 775 S. Rivershore Ln., Ste. 120 Eagle, ID 83616 ELECTRONICALLY RECORDED -DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT File No. 554121 For Value Received ADA COUNTY RECORDER Christopher D. Rich 2014-066390 BOISE IDAHO Pgs=2 CHE FOWLER 08/15/2014 01:54 PM PIONEER TITLE COMPANY OF ADA COUNTY $13.00 WARRANTY DEED Ronald R. Mowery and Holly L. Thomas -Mowery, husband and wife hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Craig L. Rice and Kelly D. Rice, husband and wife bereinafter referred to as Grantee, whose current address is 3295 East Falcon Drive Meridian, ID 83642 The following described premises, to -wit: See Exhibit A attached hereto and made a part hereof. To 14AVE AND TO HOLD die said premises, with their appurtenances unto the said Grantee(s), and Grantees(s) heirs and assigns forever. And the said Grantor(s) does (do) hereby covenant to and with the said Grantee(s), the Grantor(s) Ware the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by rite Gramm(s); and subject to U.S. Patent reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and current years taxes, levies, and assessments, includes irrigation and utility assessments, (if any) which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated: Au ilst 13, 2014 al _}lo o ry State of Idaho, County of Ada On this 14th day of August in the year of 2014, before me, file undersigned, a Notary Public in and for said State, personally appeared Ronald R. Mowery and Holly L. Thomas -Mowery known or identified to me to be the person/persons whose nome(s) islare subscribed to the within instrument, and acknowledged to me that he/she/the ex orad t e same. "" + k s din g at � n. Commission Expires:'G" f:UTainr, S, y'y m <M N4"LL.0 + WE Page 1 of 2 03/23/2016 11:38 AM EXHIBIT A A portion of Lot 5 of the Amended Plat of Lots 3, 4, 5, 6 and 7 of Golden Eagle Estates, according to the plat thereof, filed in Book 37 of Plats at Page 3127, and amended by Engineers Affidavit recorded October 4, 1984, as Instrument No. 8449424, records of Ada County, Idaho, situated in the North half of the Northwest quarter, Section 28, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows; Beginning mthe found Brass cap marking the Northwest corner of Section 28, Township 3 North, Range 1 East, from which the found Brass Cap marking the North quarter comer of Section 28 bears South 89036'03" East; Thence along the West boundary line of said Section 28, South 00°27'43" West a distance of 1320.99 feet to a found 518 inch rebar with no cap marking the North sixteenth of said Section 28; Thence leaving said West boundary line, South 89'30'16" East a distance of 33.00 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" on the East Right -of -Way of South Eagle Road; Thence along said Right -of --Way, North 00"27'43" East a distance of 626.22 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" at the beginning of a non -tangent curve to the right; Thence leaving said Righo-of=Way of South Eagle Road and continuing along the Southerly Right -of -Way of West Falcon Drive and said non -tangent curve to the right having a length of 41.40 feet, a radius. of 17.85 feet, a central angle of 132°52'39" tangents of 40.93 feet, and a long chord which boars North 83°29'51" East, a distance of 32.72 feet to a set 518 inch rebar with plastic cap stamped "FLSI PLS 7612" at a point on the Southerly Right -of Way of West Falcon Drive; Thence along said Southerly Right -of -Way the following courses and distances: South 30°03'50" East a distance of 164,85 feet to a set 5/8 inch rebar with plastic cep stamped "FLSI PLS 7612" at the beginning of a curve to the left; Along said curve to the left having a length of 107.01 feet, a radius of 100.00 feet, a central angle of 6 i°18'47", tangents of 59.27 feet, and along chord which bears South 60°43' 13" East, a distance of 101M feet to a set 518 inch rebar with plastic cap stamped "FLS] PLS 7612"; Thence North 83037'23" East, a distance of 90:85 feet to a set 518 inch rebar with plastic cap stamped "FLSI PLS 7612 at the TRUE POINT OF BEGINNING; Thence leaving said Right -of -Way, South 01012'04" West a distance of 163.50 feet to a set 5/8 inch rebar with plastic cup stamped "FLSI PLS 7612"; Thence South %8047'56" East a distance of 127.82 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612"; Thence North 00°2!'311" East a distance of 190.03 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612" at a point on said Southerly Right -of Way of West Falcon Drive; Thence along said Southerly Right -of -Way the following courses and distances: South 73016'58" West a distance of 65.38 feet to a set 518 inch rebar with plastic cap stamped "FLSI PLS 7612" at the beginning of a curve to the right; Along said curve to the right having a length of 26.77 feet, a radius of 100.00 feet, a central angle of 15020'25", tangents of 13.47 feet, and a long chord which bears South 80057'1 P' West a distance of 26.69 feet to a set 5/8 inch rebar with plastic cap stamped "FLSI PLS 7612"; Thence South 88037'23" West a distance of 36.59 feet to a set 518 inch mbar with plastic cap stamped "FLSI PLS 7612" at the TRUE POINT OF BEGINNING. 83193250023 Page 2 of 2 03/2312016 11:38 AM 47 ADA COUNTY RECORDER Christopher D. Rich 2015-099959 BOISE IDAHO PW2 DAWN TRIVOUS 101291201503:27 PM TAX NOTICE ADDRFSS: DAVID ALEXANDER AMOUNT:$13.00 David Alexander 3027 S. Croda Ave. Meridian, ID 83642 _ For Value Remlved, FALCON DRIVE MERIDIAN, LLC, to Idaho 9mloed Ba4Wty comFauW, the Grantor, don hereby get bargain, sell and omvey wto the SUABW EQUITY, LLC, an Idaho §mW Bobgky awpany, the Gramme, whose arras addtess is 3027 S. Catch Ave., Meridian,ID83642,the blimingdeeerixtip a dses,towit parcel of Ind located is the North 112 of do Nathan[ 114 of Section, 28, TMrship 3 North, Loge l Fast, Bain Meridian, Ada County, Idaho. Being futbm deacrihed a follows: The Wer ' of the Northwest 114 of Salim 28 Township 3 North, Range I Fast, Bain Meridian, derived from moamram and talma as Nath 00'27'43" Fast with the distance between ammeam be 2641.93 fed. COMMENCING st s ' on the West Iia of the Northwest 114 of said Section 28 fawn which the Noathwnl Section said Section 28 hears Nada 00'2743* East a distance of 1320.99 feet thence leaving said an ' South 89%0'16" gut a diemoce of 33.00 fat lo the easterly rigid-ot way of S. Eagle Bored also the POINT OF BF,GB�`NING; thanes slang said rigffi-of-way, North T43" East a distance of 62622 feet thence laving avid rigWof--way and the southerly rightof--way of W. Falcon Drive the following W4) masa: aloog a orrve to the right with a radius 7.85 fat and a central sagle of 132°52'39" an as IenBdi of 41.40 fat with a chord leering 83°29'51" Fact, and a chad didance of 32.72 feet South 30°03'50" Fads distance of 164.85 fed; elaog a pure lo the lefr with a nadhra of 100.00 fed a camel Bogle of 61°15'46" an am length of 107.01 fee with a chord hewing of Smut 60°4 " Bast end a chord distance of 101.98 ftet North 88°3773" Es" diemae 44.85 li k thrna leaving esidrigM-of--way South 01°12'04" Wet a dieten,e of 163. thence South 88"4T56" Fid a dishom of 127.82 feet thence South 00°21'38" West a didaooe of 277.06 feet thence Nadi 89°30'16" West a diamac of 42255 fcut to the POINT OF BEG Said poral comomang 182,781 square feet or 4.20 aan, moa or lee and is subject to all existing assammm and nghbof-ways ofrecad or implied TO HAVE AND TO HOLD the said pmmiea, with thea umo the said Grouse, as saccessas and assist tram. And the slat fimmars do hereby coveneat to and with the said Counter, did they are the owns in fee simple of said prem: *9 rid premises are fru Jim all encton6rsocea natpt time of mead and that they wig warrant and defend the same from all Iwftd cle®s VAINSOavryl. DATED: 6 FRIVE MERID ,LLC By. D1V9WZZKANBZR Mmwger ell Sit I'quity, LLC Mosher ofFelcoo Drive Meddlen, LLC ADA COUNTY RECORDER Christopher D Rich 2015-115102 _ BOISE IDAHO Pgs=4 DAWN TRIVOLIS 121181201511:27 AM DAVID ALEXANDER AMOUNT:$19.00 IIIIIIIIIIII I IIIIIIIIIIIIIIII 111111 IIIII II II II III 00176511201501161020040040 Page 1 of 4 0312312016 1138 AM w . :�. HCl, Comdyof _ ) JOS oatlliv.&YdOA�k-L, i0lebelbre me, a many Public m and fa said State, pmumlly appeared David Alaaader, beam a W=UW b=to be the Meow of Suit Ega6y, LLC, which is a Mewber of Falcm Drive Meridian, LLC, wheae new is Subambed to dIa wiWm insm>mao, ead wLmwledgedho me tbetsach bmitsd Habib!' ywnpaaY execumd do same. IN VgMS WfIERwF, I have herelmm set my band acid aff and myi official sstial, the daY aodyearindda first abovewriftm I" v NOTARY PUBLIC Fa Idabo (SEAL) ResMyy�CmhmissimHcpires .dherem faesiding: Boise, lU 20gARY Commission DOW 815RII �•� s 1, 74U I.Clsisllplwf fl. Rich. Ada Cm R ,va ria true 2ndclmxl cnpyof lwar", Y4ria as It appear. in IN axladitl JiwliaulaP cysRm Slawof Idaho IYrltt'ITNIitiS'P'lllal'r)I'. the Seal Ogg ) Q diY 01 M Page 2 of 4 03/2312016 1 1:38 AM EXHIBIT "A" LEGAL DESCRIPTION A parcel of land located in the North 112 of the Northwest 1/4 of Section 28, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. Being further described as follows: BASIS OF BEARINGS: The West line of the Northwest 114 of Section 28 Township 3 North, Range 1 East, Boise Meridian, derived from found monuments and taken as North 00027'43" Fast with the distance between monuments found to be 2641.93 feet. COMMENCING at a paint on the West fine of the Northwest 114 of said Section 28 from which the Northwest Section corner of sold Section 28 bears North 00°2743" East a distance of 1320.99 feet; thence leaving said West line South 89'30'18" East a distance of 33.00 feet to the easterly right-of-way of S. Eagle Road oleo being the POINT OF BEGINNING; thence along sold right-of-way, North 00'2743" East a distance of 826.22 feet thence leaving said right-of-way and a" the southerly right-of-way of W. Falcon •Drive the following four(4) courses: along a curve to the right with a radius of 17.85 feet and a central angle of 132052'39" an arc length of 41.40 feet with a chord bearing of North 83029'51" East, and a chord distance of 32.72 feet; South 30603'50" East a distance of 164.85 feet; along a curve to the left with a radius of 100.00 feet and a central angle of 61°1848" an arc length of 107.01 feet with a chord bearing of South 60°43'13" East, and a chord distance of 101.98 feet North 88.37'23" East a distance of 90.85 feel; thence leaving said right-of-way South 01°12'04" West a distance of 163.50 feet; thence South 88047'58" East a distance of 127.82 feet thence South 00°21'36" West a distance of 277.06 feet; thence North 89'30'18" West a distance of 422.55 feet to the POINT OF BEGINNING. Said parcel containing 162,781 square feet or 4.20 acres, more or less and Is subject to all existing easements and righWof-ways of record or Implied, Russell E. Badgley, P.L.S. 12458 Thnbedine Surveying, PLLC 847 Park Centre Way, Suite 3 Nampa, Idaho 83851 (206)465-5687 END OF DESCRIPTION Page 3 of 4 0W23/2n16 11:38 AM 1 2/1 212 0 1 4 a1D.2743e 626.22 08 6M.2136w 277.08 R6 r+17.85, dda=132.5239, arc=41.40, dwd-, 83.2651e 32.72 OB aa8.3 lbw 422.55 s3GMM& 164.85 L4 m100.00, de9a=081.1846, arc=107.01, chord=s60.4313e 101.98 901.1204w 163.5 s8&4756e 127.82 Page 4 of 4 03/23/2016 11:38 AM Customer Reference No. File No. 183173 R1 ALLIANCE T ITE & ESCROW COPP. 9288 W Emerald, Ste. 102 Boise, ID 83704 (208) 378-1666 Fax: (208) 378-1306 Commitment for Title Insurance Subject to conditions and stipulations contained therein Your contacts for this transaction are as follows: Escrow Officer: Sue Astley sue astley@alliancetitle.com (208) 947-9100 Title Officer Steve Jewett steve_jewett@alliancetitle.com (208)378-1666 Email escrow closing documents to: sue_astley@alliancetitle.com AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA i, bayid AW(� I po -elcX iQD53y —fSOlse- G�Cti{'lo (name) (address) � (city) (state) 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: 116 Enn..rtp o rw , In r . , Z5a 5.39,2 J' c.)0001, -Boiqs I D (dime) (address) 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). �C Dated this day of fMa 120 /4 (Si natare) SUBSCRIBED AND SWORN to before me the day and ye first above written. •s�.•`•`e t ;;';Tk/� J!.(Notary Public for Idaho) •' r OTAR� • �� � Residing. at: ...� }i n UBL�G.O _ My Commission Expires: 7 • 17. Z02-1 Of Community Development aPlanning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.ore/plannine W 0/01 OiIDIAN-- Community Development Parcel Verification Date: 3/10/16 -ieridian 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 Parcel Numbers T/R/S: Falconer's Subdivision R3193250021 R3193250023 3N 1E 28 (4.193 Acres) ( .502 Acres) Address Verification Rev: 04/23/12 z a w ltlld AHVNIWIl3Nd m LCL /oxaaluviainaw„w w u a 3OVld SH3NOJltld Wp el z g °3�. E€ uzi gyp, F7g t as °a ad a p "� �a a rIei I iz. ... ,. j e t u 9 I m sr .I aII I I i I n° ae x sl °I • �I ° i it I _ 4� J — -_.. om � a -- anon Maras �I az zof 0 r V o Im t u 9 ADA WUNTY STREET NAME COMMITTEE STREET NAME EVALUATION Evaluation Date: Project Name: Township/Range/Section: Parcel Number: City/County Agency: Project/Plat Applicant: Phone No: December 10, 2015 FALCONERS PLACE SUB 3N 1E 28 R3193250021,R3193250023 MERIDIAN LMB Engineers 208-846-9600 Preliminary Plat 119 Final Plat The street name comments listed below are made by the member of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this development/project In accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time constraints and or previous recorded plat street alignments. The following existing street names shall appear on plat: IS FAri F Rn W FALCON DR Please make the following changes or corrections: Please replace FALCONERS PL with S FALCONERS PL NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat and resubmit to the committee. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Agency Name Aut orized Agent Date Ada County Highway District Ada County Sheriff ZqT- City Addressing City Planning and Zoning City Fire Department Lu-p-(•�t` �r Ada County Assessor I a - I.0 l_5 Page 1 of 2 Core street Recommended for denial Proposed street names: Approved Denial -Reason code pg 2 Comment FALCONERS PL / X Pre -directional should be OS" 1 2 — - 3 - - 4 - -- — Please make the following changes or corrections: Please replace FALCONERS PL with S FALCONERS PL NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat and resubmit to the committee. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. Agency Name Aut orized Agent Date Ada County Highway District Ada County Sheriff ZqT- City Addressing City Planning and Zoning City Fire Department Lu-p-(•�t` �r Ada County Assessor I a - I.0 l_5 Page 1 of 2 ADA COUNTY STREET NAME COMMITTEE STREET NAME EVALUATION Meeting Date: December 10, 2015 Subdivision Name: FALCONERS PLACE SUB Codes/criteria regarding denial A Sounds like an existing street_ B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other ----- Page 2 of 2 " Au \ « CD 0 I • _' DRAINAGE CALCULATIONS FOR Falconers Place Subdivision City of Meridian Ada County, Idaho 25 -Apr -2016 J -U -B ENGINEERS, INC. 250 S. Beechwood Drive, #201 Boise, Idaho 83709 208-376-7330 PROJECT NO. 10-16-023 Falconers Place Subdivision SITE OVERVIEW Falconers Place Subdivision is located along the southeast corner of Falcon Drive and Eagle Road in Meridian, Idaho. The proposed development consists of 23 single family residential lots located on approximately 4.7 acres. EXISTING DRAINAGE The existing project site presently consists of an agricultural field with irrigation ditches. The site is mostly surrounded by developed single family residential properties. The ground slopes gently from northeast to southwest at grades generally less than 4%. DRAINAGE DESIGN CONCEPT The proposed stormwater improvements include the installation of roadways, pipe networks, stormwater treatment systems, and storage facilities. The surface flow will be directed to and contained within the road sections to designed low points where inlets will capture the stormwater and convey it through a pipe network to a discharge location. A treatment system will be installed for each pipe network prior to allowing the stormwater to be be discharged to the storage facility. The site was divided into catchment areas based on the inlet locations. Each catchement area was analyzed for the 25 -year flow rate for conveyance, the water quality event for treatment and the 100 -year runoff for storage. CALCULATION METHODS Calcualtions were prepared in accordance with the current edition of the Ada County Highway District Stormwater Policy Manual using the rational method (Q=CIA). The catchment areas are shown on the Drainage Catchment Plan. The average rainfall intensity is estimated from the "Rainfall Intensity -Duration -Frequency Relationship" figure for each storm event noted. The time of concentration is determined using the TR -55 method and combines the longest overland grass flow time to gutter flow time. Calculations and spreadsheets are included with this report for all catchment areas. SOIL CONDITIONS Based upon the preliminary soils and subsurface investigation provided in the soils report for this subdivision, the existing soils will accept the runoff. However, in the event that during construction the contractor encounters either groundwater or rock, a revised design will be done based upon field conditions. \\Boisefiles\public\ProjectslJUB\10-16-023_Falconer Subdivision\Drainage\10-16-023_Falconer Drainage.xlsx LL (O N O Vl V N V nl 0 Q t0 tO O _ 7 > N (n O O a m n a m M m N t0 ONI a Q d 9 U m m m a tiE s m 3m m O m o a O O O O O O 0 Q � � O O r Om y a a yoE > O C N O Z � din E0 m off'^ om o o E m p (p O y O O O O O O 0 O c 6a�os y > 0 U�00 � � owiio o � N IR a A g 4)tm a O IV O fV O O A O O m m 3 o m T m U N a L m m m m m LL to 0 it] h II II II II II C1 QU—¢ S C O W O m m m w m C O O O O m n U Lq LO o d o 0 q 3 m 3 o m J N m � Ean m ti SIL m x E h o 0 t v N m J Q F E v v C ~ E O vi ui ei ni y 0 0 0 0 V O C o a N y O O O O d o w� v 9 m 0 h N j o � 9 O N O a1 IL C O J p Q N FO J 6 N II qd ¢ L 0 OJ Rl W r` = a V d t� Q ¢ m U a (O N O Vl V N V nl 0 Q t0 tO O n U N (n O O a m n a m M m N t0 ONI Q U 9 U m m m a tiE s m m n V N V nl 0 U N m o 0 U a m m m Qy a m Basin A Contributing Catchment Areas: Required Water Quality Volume: Required Water Quality Flow Rate: Required Storage Volume: Seepage Bed Sal PROJECT NO. 10-16-023 Falconers Place Subdivision Al and A2 1,108 ft' 0.62 cfs 3,128 ft' Volume Calculations 1000 gallon Storage Duration Interior Box Width = Depth = 8 ft Baffle Separation = 20 in Length = 98 ft Infiltration Area = 980 ft2 Width = loft Infiltration Rate = 8 in./hr Void Ratio = 40 % Trench Infiltration = 653 ft3/hr Trench Volume = 3,136 ft' Time for 90% Percolation = 1.53 hr d and Grease Trap Calculations Box Volume = 1000 gallon Interior Box Width = 48 in QWc = 0.62 ft3/sec Baffle Separation = 20 in Throat Velocity = 0.09 ft/sec Number of Boxes - 1 Throat Area = 6.67 ft' Throat Velocity must be < 0.50 ft/sec \\Boisefiles\public\ProjectsWUB\10-16-023_Falconer Subdivision\Drainage\10-16-023_Falconer Dminage.xlsx Page 4 of 7 Basin B Contributing Catchment Areas: Required Water Quality Volume: Required Water Quality Flow Rate: Required Storage Volume: Seepage Bed Sal PROJECT NO. 10-16-023 Falconers Place Subdivision 102 fta 0.06 cfs 286 ft' Volume Calculations Storage Duration Box Volume = Depth = 6 It Interior Box Width = 48 in Length = 20 ft Infiltration Area = 120 ft� Width = 6 ft Infiltration Rate = 8 irl Void Ratio = 40 % Trench Infiltration = 80 ft'/hr Trench Volume = 288 ft3 Time for 90% Percolation = 1.15 hr 1d and Grease Trap Calculations Box Volume = 1000 gallon Interior Box Width = 48 in QWo = 0.06 ft3/sec 7 Baffle Separation = 20 in Throat Velocity = 0.01 ft/sec Number of Boxes = 1 Throat Area = 6.67 ft' Throat Velocity must be < 0.50 ft/sec \\Boisefiles\public\Projects\JUB\10-16-023_Falwner Subdivision\Drainage\10-16-023_Falconer Drainage.xlsx Page 5 of 7 Basin C Contributing Catchment Areas: C Required Water Quality Volume: 196 ft3 Required Water Quality Flow Rate: 0.11 cfs Required Storage Volume: 554 ft3 Seeoaoe Bed PROJECT NO. 10-16-023 Falconers Place Subdivision Volume Calculations Storage Duration Depth = 6 ft Length = 40 ft Infiltration Area = 240 ft2 Width = 6 ft Infiltration Rate = 8 in./hr Void Ratio = 40 % Trench Infiltration = 160 ft3/hr Trench Volume = 576 ft3 Time for 90% Percolation = 1.10 hr Sand and Grease Trap Calculations Box Volume = 1000 gallon Interior Box Width = 48 in QW. = 0.11 ft' /sec Baffle Separation = 20 in Throat Velocity = 0.02 ft/sec Number of Boxes = 1 Throat Area = 6.67 f? Throat Velocity must be < 0.50 fUsec \\Boisefiles\public\Projects\JUB\10-16-023_Falconer Subdivision0rainage\10-16-023_Falconer Drainage.xisx Page 6 of 7 NOAA Atlas 2 Intensity Duration Frequency 3.5 ------ 2 year 3 -x- 5 year 2.5 _.__ __. _-_ _. -x-10 year 2-6 25 year X X t 50 year 1.5 x __ 100 year 0.5 t 10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours Duration in minutes and hours Boise Area Intensity -Duration -Frequency Intensity (inches per hour) Design Storm 2 5 10 25 50 100 Tc ________________________ 0.17 10 min 0.69 1.15 1.45 1.85 2.20 2.58 0.25 15 min 0.59 0.97 1.22 1.56 1.86 2.18 0.33 20 min 0.49 0.81 1.01 1.30 1.54 1.81 0.42 25 min 0.43 0.71 0.89 1.14 1.35 1.58 0.50 30 min 0.41 0.67 0.85 1.08 1.29 1.51 0.58 35 min 0.34 0.56 0.70 0.90 1.07 1.25 0.67 40 min 0.31 0.51 0.64 0.82 0.98 1.15 0.75 45 min 0.29 0.48 0.60 0.77 0.91 1.07 0.83 50 min 0.27 0.45 0.56 0.72 0.85 1.00 0.92 55 min 0.26 0.43 0.54 0.69 0.82 0.96 1.00 1 hour 0.26 0.43 0.54 0.69 0.82 0.96 2.00 2 hours 0.16 0.25 0.31 0.39 0.46 0.54 3.00 3 hours 0.13 0.19 0.23 0.29 0.34 0.40 6.00 6 hours 0.09 0.12 0.14 0.18 0.21 0.25 12.00 12 hours 0.06 0.08 0.10 0.12 0.14 0.16 24.00 24 hours 0.04 0.06 0.06 0.08 0.09 0.10 NOAA Atlas 2 Intensity Duration Frequency 3.5 ------ 2 year 3 -x- 5 year 2.5 _.__ __. _-_ _. -x-10 year 2-6 25 year X X t 50 year 1.5 x __ 100 year 0.5 t 10 min 15 min 30 min 1 hour 2 hours 3 hours 6 hours 12 hours 24 hours Duration in minutes and hours DRAINAGE BASIN MAPS 0 50 100 SCALE IN FEET Arec EP I FALCONER SUBDIVISION MERIDIAN, IDAHO DRAINAGE CATCHMENT PLAN J -U-5 ENGINEERS, INC PIPE CALCULATIONS Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. SDCB 1 to S&G Trap 1 Circular Diameter (ft) = 1.00 Invert Elev (ft) = 100.00 Slope (%) = 0.50 N -Value = 0.010 Calculations Compute by: Known Q Known Q (cfs) = 0.30 Elev (ft) 102.00 101.50 101.00 100.50 100.00 99.50 0 Section Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Tuesday, Apr 26 2016 = 0.21 = 0.300 = 0.12 = 2.48 = 0.95 = 0.23 = 0.82 = 0.31 71 Reach (ft) 2 Depth (ft) 2.00 1.50 1.00 0.50 r 41 -0.50 3 Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. SDCB 2 to S&G Trap 2 Circular Diameter (ft) = 1.00 Invert Elev (ft) = 100.00 Slope (%) = 1.04 N -Value = 0.010 Calculations Compute by: Known Q Known Q (cfs) = 0.15 Elev (ft) 102.00 101.50 101.00 100.50 100.00 99.50 Section Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Tuesday, Apr 26 2016 = 0.13 = 0.150 = 0.06 = 2.48 = 0.74 = 0.16 = 0.67 = 0.23 0 1 2 3 Reach (ft) Depth (ft) I LOO 1.50 1.00 0.50 -0.50 Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. SDCB 3 to SDMH 2 Circular Diameter (ft) = 1.00 Invert Elev (ft) = 100.00 Slope (%) = 0.10 N -Value = 0.010 Calculations Compute by: Known Q Known Q (cfs) = 0.16 Elev (ft) 102.00 101.50 101.00 100.50 100.00 99.50 Section Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Tuesday, Apr 26 2016 = 0.23 = 0.160 = 0.14 = 1.16 = 1.00 = 0.17 = 0.84 = 0.25 0 1 2 3 Reach (ft) Depth (ft) 2.00 1.50 fiilQl] 0.50 -0.50 Channel Report Hydraflow Express Extension for Autodesk® AutoCAD@ Civil 3D® by Autodesk, Inc. SDCB 4 to SDMH 2 Circular Diameter (ft) = 1.00 Invert Elev (ft) = 100.00 Slope (%) = 2.85 N -Value = 0.010 Calculations Compute by: Known Q Known Q (cfs) = 1.69 Elev (ft) 102.00 101.50 101.00 100.50 100.00 99.50 Section Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Tuesday, Apr 26 2016 = 0.32 = 1.690 = 0.22 = 7.76 = 1.20 = 0.56 = 0.93 = 1.26 0 1 2 3 Reach (ft) Depth (ft) ?.00 1.50 1.00 0.50 M -0.50 Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. SDMH 2 to S&G Trap 3 Circular Diameter (ft) = 1.25 Invert Elev (ft) = 100.00 Slope (%) = 0.10 N -Value = 0.010 Calculations Compute by: Known Q Known Q (cfs) = 1.85 Elev (ft) 102.00 101.50 101.00 100.50 100.00 �� Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Section Tuesday, Apr 26 2016 = 0.77 = 1.850 = 0.79 = 2.33 = 2.26 = 0.55 = 1.22 = 0.85 0 1 2 3 Reach (ft) J -U•13 ENGINEERS, INC. April 26, 2016 Sonya Watters Associate City Planner City of Meridian 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: FALCONERS PLACE SUBDIVISION GROUNDWATER ELEVATIONS Dear Sonya: J -U -B COMPANIES � �ao'ox ® � n o A geotechnical investigation of the project site was performed by GeoTek, Inc., with their findings detailed in their report dated April 25, 2016. According to the report, groundwater was not encountered at the project site during investigations. Based on the information provided in the geotechnical report, the roadway finish centerline elevations would be more than 3 -ft above the anticipated groundwater elevation. Please feel free to contact me at (208) 376-7330 if you have any questions. Sincerely, J -U -B ENGINEERS, Inc. W. Scott Wonders, P.E. Land Development Group Lead a 250 S. Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208-376-7330 ,f 208-323-9336 w www.jub.com Kristi Watkins From: Sub Name Mail <subnamemail@adaweb.net> Sent: Thursday, March 10, 2016 11:08 AM To: Kristi Watkins Cc: Ken Cook Subject: Falconers Place Sub Name Reservation Hi Kristi, here is the reservation. It was reserved in 2014 by LEI and Timberline. I will need an email from Ken saying he is no longer involved in the project. Hi Ken, can you shoot me an email about this? Thanks, have a great week, Jerry. Ada County 2025 Cc ka boratra. l -no v.atc_ T htivs, www.adacounty2o25.com From: Jerry Hastings Sent: Thursday, November 21, 2013 4:14 PM To: 'Laren Bailey' Cc: Ken Cook Subject: Falconers Place Sub Name Reservation Jerry L. Hastings, PLS 5359 County Surveyor Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fax November 7, 2013 Laren Bailey LEI Consulting RE: Subdivision Name Reservation: "Falconers Place Subdivision" Dear Laren, At your request, I will reserve the name "Falconers Place Subdivision " for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the next ten (10) years unless the project is terminated by the client or the jurisdiction or the conditions of approval have not been met. In which case the name can be re -used by someone else. Sincerely, Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 208-287-7912 208-287-7909 Fax hastinqs@adaweb.net From: Laren Bailey [mailtodbaileyglei-eno.com] Sent: Wednesday, November 20, 2013 8:34 AM To: Jerry Hastings Subject: Name Reservation Jerry, Can we reserve Falconers Place for parcels R3193250021 and R3193250023 located on Eagle Road south of Victory Road. The surveyor will be Ken Cook at Timberline Survey. Thank you Laren M. Bailey Principal ENGINEERS SURVEYORS PLANNERS 3023 E. Copper Point Ur. Ste. 201 Meridian, Idaho 83642 208.846-9600 (0) 208.803.3535 (C) Ibailev@lei-ene.com www.lei-eng.com RON PLATT CHAIRMAN OF THE BOARD BOISE PROJECT BOARD OF CONTROL RICHARD MURGOITIO VICE CHAIRMAN OF THE BOARD (FORMERLY BOISE U.S. RECLAMATION PROJECT) TIMOTHY M. PAGE 2465 OVERLAND ROAD PROJECT MANAGER BOISE; IDAHO 83705-3155 ROBERT D. CARTER ASSISTANT PROJECT MANAGER APRYL GARDNER SECRETARYTREASURER JERRI FLOYD ASSISTANT SECRETARY - TREASURER 21 March 2016 J -U -B Engineers, Inc. Attn: Scott Wonders 250 S. Beechwood Ave. Suite 201 Boise, Idaho 83709 RE: Summit Equity, LLC- Falconers Place Sub. E/side of Eagle Rd. & S/of Victory Rd. New York Irrigation District McDonald Lateral 41+00 Rot. Sec. 28, T3N, RIE, B.M. Scott Wonders: OPERATING AGENCY FOR 167,000 ACRES FOR THE FOLLOWING IRRIGATION DISTRICTS NAMPA-MERIDIAN DISTRICT BOISE-KUNA DISTRICT WILDER DISTRICT NEW YORK DISTRICT BIG BEND DISTRICT TEL: (208)344-1141 FAX: (208) 3441437 File No. H-2015-0015 NY -578-005-00, NY -578-005-01 The above-mentioned property is a part of the McDonald Lateral 4.10 rotation and does in fact possess a valid water right. However, as development occurred around this property, the ability to receive water was cut off by unknown parties. 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