The URL can be used to link to this page

Application Materials 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 Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall To: Attention C.Jay Coles, City Clerk By: December 28, 2017 City Clerk’s Office 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 Fax 208-888-4218 www.meridiancity.org Transmittal Date: December 19, 2017 File No: H-2017-0162 FP Hearing Date: January 16, 2018 Request: Final Plat Approval Consisting 65 Single Family Residential Lots and 6 Common Lots On Approximately 26.06 Acres of Land in an R-8 Zoning District for Tree Farm Subdivision No. 3 By: M3 Companies, LLC Location of Property or Project: N of Chinden Blvd, S of Phyllis Canal, Approximately ½ Mile E of N. Black Cat Road Ryan Fitzgerald (No FP) Meridian School District Gregory Wilson (No FP) Meridian Post Office Steven Yearsley (No FP) Ada County Highway District Treg Bernt (No FP) Ada County Development Services Rhonda McCarvel (No FP) Central District Health Bill Cassinelli (No FP) COMPASS Jessica Perreault (No FP) Nampa Meridian Irrigation District Tammy de Weerd, Mayor Settlers Irrigation District City Council Idaho Power Company Sanitary Services Century Link Building Department Intermountain Gas Co. Fire Department Idaho Transportation Department Police Department Ada County Associate Land Records City Attorney Downtown Projects City Public Works Meridian Development Corporation City Planner Historical Preservation Comm.` Parks Department South of RR/SW Meridian Economic Development NW Pipeline New York Irrigation District Boise-Kuna Irrigation District Boise Project Board of Control – Tim Paige Hearing Date: January 16, 2018 File No(s): H-2017-0162 Project Name: Tree Farm Subdivision No. 3 - FP Request(s): Final Plat (FP) consisting of sixty-five (65) single family residential lots and six (6) common lots on approximately 26.06 acres of land in an R-8 zoning district, by M3 Companies, LLC. Location: The property is located north of Chinden Boulevard, south of the Phyllis Canal and approximately a V2 mile east of N. Black Cat Road in the S %2 of Section 22, Township 4 North, Range 1 West. STAFF USE ONLY: Project name:/` File number(s): Assigned Planner: Planning Division DEVELOPMENT REVIEW APPLICATION files: Type of Review Requested (check all that apply) -ff ❑ planned Unit Development Accessory Use ❑ Administrative Design Review ❑ Preliminary Plat ❑ Alternative Compliance ❑ Private Street ❑ Property Boundary Adjustment ❑ Annexation and Zoning ❑ Rezone ❑ Certificate of Zoning Compliance ❑ Short Plat ❑ City Council Review ❑ Comprehensive Plan Map Amendment ❑ Time Extension: Comrnission/Council (circle one) ❑ Comprehensive Plan Text Amendment Director/ ❑ UDC Text Amendment ❑ Conditional Use Permit ❑ Vacation: ❑ Conditional Use Modification Director/ Council (circle one) Director/Commission (circle one) ❑ Variance ❑ Development Agreement Modification ❑ Other LN Final Plat ❑ Final Plat Modification Applicant Information M3 Companies, LLC Mark Tate Phone: 939-6263 Applicant name: p Applicant address: 1087 W River Street, Suite 310 Email: mtate(ca�m3companiesllc.com State: ID Zip: 83702 City: Boise Applicant's interest in property: ® Own ❑ Rent ❑ Optioned ❑ Other Owner name: Ball Real Estate, BFT KGLG Cherry Lane, LLC & Fairmont Tempe, LLC Phone: 939-6263 4222 E Camelback Rd, Suite H100 Email: mtate@m3companiesllc.com Owner address: 85018 City: Phoenix State: AZ Zip: Agent/Contact name (e.g., architect, engineer, developer, representative): Kristi Watkins Phone: 376-7330 Firm name: JUB Engineers, Inc. Agent address: 250 S Beechwood Ave Suite 201 Email: kwatkins &ub com City: Boise State: ID Zip: 83709 Primary contact is: ❑ Applicant ❑ Owner LN Agent/Contact Subject Property Information Location/street address: N Black Cat Rd Meridian Township, range, section: 4N 1 W 22 S0422325475, SO422325480 Total acreage: 26.06 Zoning district: R-8 Assessor's parcel number(s): S0422325550 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 wxyw meridiancity ore/plannine (Rei. 06/12/2014) -1- Project/subdivision naive: Tree Farm Subdivision Ph 3 General description of proposed project/request: Single -Family Residential Subdivision Proposed zoning district(s): R-8 Acres of each zone proposed: 26.06 acres Type of use proposed (check all that apply): 229 Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Tree Farm HOA Which irrigation district does this property lie within? Settler's Irrigation District Primary irrigation source: Settler's Canal Secondary: Existing PI System Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): 830,636 s.f. Residential Project Summary (if applicable) Total Lots: 71 Number of residential units: 65 Number of building lots: 65 Number of common lots; 4 Number of other lots: 2 Common Driveways Proposed number of dwelling units (for multi -family developments only): 1 bedroom: N/A 2-3 bedrooms: N/A 4 or more bedrooms N/A Minimum square footage of structure (excl. garage): N/A Maximum building height: N/A Minimum property size (s.f): 5,999 s.f. Average property size (s.£): 13,703 s.f. Gross density (Per UDC 11-1A-1): 2.49 du/acre Net density (Per UDC 11-1A-1): 3.18 du/ac Acreage of qualified open space: 2.61 acres Percentage of qualified open space: 10% Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Common Area = 113,517 s.f. 113,517 divided by 26.06 acres = 10% Amenities provided with this development (if applicable): Common Area 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: N/A Common lots: N/A Other lots: N/A Gross floor area proposed: N/A Existing (if applicable): N/A Hours of operation (days and hours): N/A Total number of parking spaces provided: N/A Authorization Building height: N/A Number of compact spaces provided: N/A Print applicant name: rist' Atkins Applicant signature: Date: 12-12'17 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.org/plannine -2- (Reis. 06/1212014) CJUIB J•U•B ENGINEERS, INC. December 7, 2017 City of Meridian 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: TREE FARM SUBDIVISION PH 3 FINAL PLAT SUBMITTAL To Whom It May Concern: THE GATEWAY J -U -B COMPANIES® LANGOON I GROUP 0 MAP ( NC.PING The final plat submittal package is enclosed for the proposed Tree Farm Subdivision Ph 3 located N Black Cat Rd, Meridian in Section 22, Township 4 North, Range 1 West, Boise Meridian, Ada County, Meridian, Idaho, and consists of approximately 26.06 acres. The subdivision includes 65 buildable lots, 4 common lots and 2 common driveway lots. The specific provisions requested in the final plat application are intended to be addressed in the plat and construction documents as described below: • The final plat conforms to the approved preliminary plat. • 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. Please feel free to contact either Scott Wonders, or myself, at 208.376.7330 if you have any questions. Sincerely, J -U -B ENGINEERS, Inc. Kristi Watkins, Planner Land Development Group a 250 S. Beechwood Avenue, Suite 201, Boise, ID 83709-0944 1) 208-376-7330 .f 208-323-9336 it, www.jub.com THE �I„CPINO(JU NGG.MPAIES LA AP PING INC. J•U-B ENGINEERS, INC. Tree Farm Subdivision No. 3 Boundary Description Project Number 10-17-117 October 26, 2017 A parcel of land situated in the west half of the southwest quarter, and the southwest quarter of the northwest quarter of Section 22, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at the southwest corner of Section 22, township 4 North, Range 1 West, Boise Meridian, which bears N89°17'18"W, 2647.24 from the southeast corner of the southwest quarter (south quarter - section corner); Thence N00°30'42"E, 1681.34 feet along the west line of the southwest quarter to the northwest corner of Tree Farm Subdivision No. 2 (Book of Plats at Pages through ), the POINT OF BEGINNING: Thence continuing N00°30'42"E, 931.26 feet along the west line of the southwest quarter to the southerly right-of-way line of the Phyllis Canal (ROS 7900, records of Ada County, Idaho); Thence N65°15'13"E, 174.26 feet along the southerly right-of-way line of the Phyllis Canal; Thence N71°21'04"E, 300.98 feet along the southerly right-of-way line of the Phyllis Canal; Thence N74°33'18"E, 164.83 feet along the southerly right-of-way line of the Phyllis Canal; Thence N75049'29"E, 79.69 feet along the southerly right-of-way line of the Phyllis Canal; Thence N81010'02"E, 156.99 feet along the southerly right-of-way line of the Phyllis Canal; Thence N80036'32"E, 317.18 feet along the southerly right-of-way line of the Phyllis Canal; Thence N79°11'07"E, 128.36 feet along the southerly right-of-way line of the Phyllis Canal; Thence N79°30'38"E, 40.23 feet along the southerly right-of-way line of the Phyllis Canal; Thence N76°33'21"E, 13.91 feet along the southerly right-of-way line of the Phyllis Canal to the east line of the southwest quarter of the northwest quarter; Thence S00°30'32"W, 338.90 feet along the east line of the southwest quarter of the northwest quarter to the northeast corner of the west half of the southwest quarter (center -west sixteenth -section corner); Thence S00°30'49"W, 498.75 feet along the east line of the west half of the southwest quarter to the northwest corner of Tree Farm Subdivision Page 1 of 3 a 250 S. Beechwood Avenue Suite 201, Boise, ID 83709 p 208-376-7330 f 208-323-9336 w www.jub.com (rJ-yjBTHE J-U-B COMPANIES I ROUP LANGDON a I MAPPING J•U•B ENGINEERS, INC. Boundary Description continued... No. 1(Book of Plats at Pages through , records of Ada County, Idaho); Thence N89029'11"W, 135.00 feet along the boundary of Tree Farm Subdivision No. 1; Thence N00°30'49"E, 15.24 feet along the boundary of Tree Farm Subdivision No. 1; Thence N89°29'11"W, 130.51 feet along the boundary of Tree Farm Subdivision No. 1; Thence S80055'24"W, 87.46 feet along the boundary of Tree Farm Subdivision No.1 to the northeast corner of Tree Farm Subdivision No. 2; Thence S78°21'41"W, 375.39 feet along the boundary of Tree Farm Subdivision No. 2; Thence S11°38'19"E, 44.61 feet along the boundary of Tree Farm Subdivision No. 2; Thence S78021'41"W, 53.50 feet along the boundary of Tree Farm Subdivision No. 2; Thence 29.63 feet on a non -tangent curve to the right, concave westerly, having a radius of 43.30 feet, a central angle of 39°12'15", a chord bearing of S07°57'48"W, and a chord length of 29.05 feet, along the boundary of Tree Farm Subdivision No. 2; Thence 20.53 feet on a reverse curve to the left, having a radius of 30.00 feet, a central angle of 39012'15", a chord bearing of S07°57'48"W, and a chord length of 20.13 feet, along the boundary of Tree Farm Subdivision No. 2; Thence S11°38'19"E, 39.99 feet along the boundary of Tree Farm Subdivision No. 2; Thence S21°14'06"W, 6.12 feet along the boundary of Tree Farm Subdivision No. 2; Thence S78021'41"W, 212.70 feet along the boundary of Tree Farm Subdivision No. 2; Thence SO4°34'56"E, 94.00 feet along the boundary of Tree Farm Subdivision No. 2; Thence S74°01'54"W, 137.09 feet along the boundary of Tree Farm Subdivision No. 2; Thence 12.43 feet on a non -tangent curve to the right, concave easterly, having a radius of 4981.50 feet, a central angle of 00008'35", a chord bearing of N07°13'50"W, and a chord length of 12.43 feet, along the boundary of �q Tree Farm Subdivision No. 2;m� Thence S82°50'27"W, 37.00 feet along the boundary of Tree Farm c)-/fll 34 Subdivision No. 2; OF \� Page 2 of 3 ygEL S •% a 250 S. Beechwood Avenue, Suite 201, Boise ID 83709 p 208-376-7330 f 208-323-9336 w www.jub.com THE GATEY J -U -B COMPANIES LAN ON Q MAPPING -� GROUP INC. J•U•B ENGINEERS, INC. Boundary Description continued... Thence 18.16 feet on a non -tangent curve to the left, concave East, having a radius of 5018.50 feet, a central angle of 00012'27", a chord bearing of S07015'46"E, and a chord length of 18.16 feet, along the boundary of Tree Farm Subdivision No. 2; Thence S74°01'52"W, 103.84 feet along the boundary of Tree Farm Subdivision No. 2; Thence S80°25'04"W, 16.90 feet along the boundary of Tree Farm Subdivision No. 2; Thence N06°12'05"W, 7.78 feet along the boundary of Tree Farm Subdivision No. 2; Thence S83°47'55"W, 78.41 feet along the boundary of Tree Farm Subdivision No. 2 to the POINT OF BEGINNING. The above-described parcel contains 26.06 acres, more or less. Page 3 of 3 NyN S a 250 S. Beechwood Avenue, Suite 201, Boise, ID 83709 p 208-376-7330 ,f 208-323-9336 w www.jub.com TitleOne a title & escrow co, Order Number: 17297142 76 lS> For Value Received, Drew F. Eggers and Debra Eggers, husband and wife, the Grantor, does hereby grant, bargain sell and convey unto, Ball Real Estate Investment, LLC an Arizona limited liability company, whose current address is 25 Biltmore Estate, Phoenix, AZ 85016, the Grantee, the following described premises, in Ada County, Idaho, To Wit: A parcel of land situated in the West half of the Southwest quarter, and the Southwest quarter of the Northwest quarter of Section 22, Township 4 North, Range 1 West of the Boise Meridian, City of Meridian, Ada County, Idaho and more particularly described as follows: Commencing at an aluminum cap marking the Southwest corner of said Section 22, from which the Southeast corner of the Southwest quarter of Section 22 bears South 89017'18" East, 2647.24 feet; thence along the West boundary of said Section 22 North 00030'42" East, 2612.61 feet to the Southerly right-of-way line of the Phyllis Canal as shown on Record of Survey No. 7900, recorded as Instrument No. 107067669, records of Ada County, Idaho; thence along said Southerly right-of-way line the following five courses and distances: North 65°15'13" East, 174.26 feet; North 71021'04" East, 300,98 feet; North 74033'18" East, 164.83 feet; North 75°49'29" East, 79.69 feet; North 81 010'02" East, 46.84 feet to the Point of Beginning; thence continuing along said Southerly right-of-way line the following five courses and distances: North 81°10'02" East, 110.15 feet; North 80°36'32" East, 317.18 feet; North 79011'07" East, 128.36 feet; North 79°30'38" East, 40.23 feet; North 76°33'21" East, 13.91 feet to the East boundary of the Southwest quarter of the Northwest quarter of said Section 22; thence South 00030'32" West, 338.90 feet to the Northeast corner of the West half of the Southwest quarter of said Section 22; thence along the East boundary of the West half of the Southwest quarter of said Section 22 South 00030'49" West, 338.75 feet; thence leaving said East boundary North 89°29'11" West, 135.00 feet; thence North 05°39'39" West, 60.43 feet; thence Warranty Deed Page 1 of 2 North 00030'49" East, 134.68 feet; thence North 89°29'11" West, 63.50 feet; thence South 82°29'23" West, 80.79 feet; thence South 78°21'41" West, 128.58 feet; thence North 11°38'19" West, 213.50 feet; thence South 78°21'41" West, 147.67 feet; thence North 00030'32" East, 234.91 feet to the Point of Beginning. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: i/A% By: Drew .Eggers By: L&4, Ziau, Debra'Eggers State of Idaho, County of ISS. On this y day of September in the year of 2017, before me, the undersigned, a Notary Public in and for said State, personally appeared Drew F. Eggers and Debra Eggers, known or identified to me to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. ►+++•++n,,, S C 0 TT'o,� Notary Public NO Residing In:RESwING: BOISE, la v My Commission Expires: COMMISSION EXPIRES: 11-28.19 oe G'� I �0 (seal) .S c �''•.00 ;DAH0 �'%0 Warranty Deed Page 2 of 2 TitleOne a title & escrow co. Order Number:17297139 ,�1127J S JS For Value Received, ADA COUNTY RECORDER Christopher D. Rich 2017-084742 BOISE IDAHO Pgs=3 VICTORIA BAILEY 09/08/2017 02:24 PM TITLEONE BOISE $15.00 WARRANTY DEED Drew F. Eggers and Debra Eggers, husband and wife, the Grantor, does hereby grant, bargain sell and convey unto, Fairmont Tempe, LLC, an Arizona limited liability company, whose current address is 25 Biltmore Estate, Phoenix, AZ 85016, the Grantee, the following described premises, in Ada County, Idaho, To Wit: A parcel of land situated in the West half of the Southwest quarter of Section 22, Township 4 North, Range 1 West of the Boise Meridian, City of Meridian, Ada County, Idaho and more particularly described as follows: Commencing at an aluminum cap marking the Southeast corner of the Southwest quarter of said Section 22; thence North 89°17'18" West, 2647.24 feet to a found aluminum cap marking the Southwest corner of said Section 22; thence along the West boundary of said Section 22 North 00030'42" East, 1049.86 feet; thence leaving said West boundary South 89029'18" East, 91.16 feet to the East right-of-way line described in a Quitclaim Deed recorded as Instrument No. 2017.046979, records of Ada County, said point being the Point of Beginning; thence along said East right-of-way line the following three courses and distances: North 01004'54" East, 261.11 feet; 135.25 feet Northerly along the arc of a curve to left having a radius of 1064.00 feet, a central angle of 07°16'59", and a long chord which bears North 02°3336" West, 135.16 feet; North 06012'05" West, 740.11 feet to the West boundary of Section 22; thence along said West boundary North 00030'42" East, 72.93 feet; thence leaving said West boundary South 89045'19" East, 290.00 feet; thence North 48001'57" East, 61.22 feet; thence North 47057'31" East, 15.49 feet; thence North 72014'03" East, 115.66 feet; thence North 77°08'11" East, 87.35 feet; thence North 77025'52" East, 167.03 feet; thence North 78021'41" East, 342.30 feet; thence North 82029'23" East, 80.79 feet; thence South 89°29'11" East, 63.50 feet; thence South 00°30'49" West, 134.68 feet; thence Warranty Deed Pagel of 3 South 05039'39" East, 60.43 feet; thence South 89029'11" East, 135.00 feet to the East boundary of the West half of the Southwest quarter of Section 22; thence along said East boundary South 00°30'49" West, 160.00 feet; thence leaving said East boundary North 89°29'11" West, 135.00 feet; thence North 00030'49" East, 15.24 feet; thence North 89°29'11" West, 130.51 feet; thence South 80°55'24" West, 87.46 feet; thence South 0805725" East, 141.66 feet; thence South 11 038'19" East, 37.00 feet; thence South 78021'41" West, 24.17 feet; thence South 11038'19" East, 44.07 feet; thence South 00°30'49" West, 420.00 feet; thence North 89°29'11" West, 139.48 feet; thence North 79025'19" West, 37.00 feet; thence 84.58 feet Northerly along the arc of a curve to the left having a radius of 481.50 feet, a central angle of 10°03'52", and a long chord which bears North 05032'45" East, 84.47 feet; thence North 00130'49" East, 24.51 feet; thence North 89°54'11" West, 245.50 feet; thence 199.35 feet Southerly along the arc of a non -tangent curve to the right having a radius of 2035.50 feet, a central angle of 05°36'41", and a long chord which bears South 08027'09" East, 199.27 feet; thence 15.76 feet Southeasterly along the arc of a reverse curve to the left having a radius of 26.50 feet, a central angle of 34004'08", and a long chord which bears South 22040'52" East, 15.53 feet; thence South 50017'04" West, 37.00 feet; thence South 23006'22" West, 142.60 feet; thence South 65°06'21" East, 26.59 feet; thence South 2405339" West, 136.50 feet; thence North 65006'21" West, 18.47 feet; thence South 24°53'39" West, 173.50 feet; thence South 65°06'21" East, 102.00 feet; thence South 66042'07" East, 59.70 feet; thence South 21003'55" West, 25.00 feet to the North and West right-of-way line as described in a Quitclaim Deed, recorded as Instrument No. 2017.046979, records of Ada County; thence along said North and West right-of-way line the following five courses and distances: 51.46 feet Northwesterly along the arc of a non -tangent curve to the right having a radius of 770.00 feet, a central angle of 03°49'44", and a long chord which bears North 67°01'13" West, 51.45 feet; North 65°06'21" West, 227.75 feet; 188.04 feet Westerly along the arc of a curve to left having a radius of 780.00 feet, a central angle of 13048'45", and a long chord which bears North 72000'43" West, 187.58 feet; North 78055'06" West, 6.09 feet; North 38055'06" West, 25.71 feet to the Point of Beginning. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated; Ct(' '01-1 Warranty Deed Page 2 of 3 By. &' � Y , Drew F. Egge DeEggers State of Idaho, County of lock 'Ss. On this /-!t day of September in the year of 2017, before me, the undersigned, a Notary Public in and for said State, personally appeared Drew F. Eggers and Debra Eggers, known or identified to me to be the person(s) whose name(s) is/are subscribed to the within he/she/ cuted the same. Notary Public Residing In: My Commission Expires; (seal) Warranty Deed Page 3 of 3 RESIDING: BOISE, ID COMMISSION EXPIRES: 11-29-19 instrument and acknowledged to me that $ o•.......• �'P� %fes • 14044 L8LIC Op I D PPS TitleOne a title & escrow co. Order Number: 17297141 <34/5D For Value Received, ADA COUNTY RECORDER Christopher D. Rich 2017-084738 BOISE IDAHO Pgs=2 CHE FOWLER 09/08/2017 02:23 PM TITLEONE BOISE $15.00 WARRANTY DEED Drew F. Eggers and Debra Eggers, husband and wife, the Grantor, does hereby grant, bargain sell and convey unto, BFT KGLG Cherry Lane, LLC, an Arizona limited liability company, whose current address is 4222 E Camelback Rd, Ste H100, Phoenix, AZ 85018, the Grantee, the following described premises, in Ada County, Idaho, To Wit: A parcel of land situated in the West half of the Southwest quarter, and the Southwest quarter of the Northwest quarter of Section 22, Township 4 North, Range 1 West of the Boise Meridian, City of Meridian, Ada County, Idaho and more particularly described as follows: Commencing at an aluminum cap marking the Southwest corner of said Section 22, from which the Southeast corner of the Southwest quarter of Section 22 bears South 89°17'18" East, 2647.24 feet; thence along the West boundary of said Section 22 North 00°30'42" East, 2253.89 feet to the Point of Beginning; thence continuing along said West boundary North 00030'42" East, 358.72 feet to the Southerly right-of-way line of the Phyllis Canal as shown on Record of Survey No. 7900, recorded as Instrument No. 107067669, records of Ada County, Idaho; thence along said Southerly right-of-way line the following five courses and distances: North 65°15'13" East, 174.26 feet; North 71 °21'04" East, 300.98 feet; North 74033'18" East, 164.83 feet; North 75049'29" East, 79.69 feet; North 81°10'02" East, 46.84 feet; thence leaving said Southerly right-of-way South 00030'32" West, 234.91 feet; thence North 78021'41" East, 147.67 feet; thence South 11'38'19" East, 213.50 feet; thence South 78021'41" West, 213.72 feet; thence South 77°2552" West, 167.03 feet; thence South 77°08'11" West, 87.35 feet; thence South 72°14'03" West, 115.66 feet; thence South 47°57'31" West, 15.49 feet; thence South 48°01'57" West, 61.22 feet; thence North 89045'19" West, 290.00 feet to the Point of Beginning. Warranty Deed Page 1 of 2 TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: CF//7 By: Drew F. Eggers By: Debra Eggers State of Idaho, County of -A� , ss. On this 4 e day of September in the year of 2017, before me, the undersigned, a Notary Public in and for said State, personally appeared Drew F. Eggers and Debra Eggers, known or identified to me to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. Notary Public �o` SCp�'•., Residing In: RESIDING: BOISE, ID /V ••. 4 •,, My Commission Expires: COMMIgrypry EXPIRES: 11-20-19 y ; �j *:9 % (seal) % rc, •.� ,: 0801111B141" ,,,�� Warranty Deed Page 2 of 2 AFFIDAVIT OF LEGAL INTEREST STATE OF ARIZONA COUNTY OF MARICOPA I, Ball Real Estate Investments, L.L.C. 4222 E Camelback Road, Suite H100 (name) (address) Phoenix Arizona (city) (state) being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: JUB Engineers, Inc. 250 S Beechwood, Suite 201, Boise, ID 83709 (name) (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. 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 day of d O I ,�Li" b,0 , 20� [See Rider S attached] (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. REBECCA A. RIZZO Notary Pu* - Sbabe of Adwe y MARICOPA COUNTY My Commission Expires " May 21, 2019 4kW4; - (&0,141 Notary Public for Arizona) Residing at: 1l My Commission Expires:5 45/�� Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 wcvw.meridiancity.org/planning Rider S To Affidavit of Legal Interest (City of Meridian) Ball Real Estate Investments, L.L.C., an Arizona limited liability company By: 4222, L.L.C., an Arizona limited liability company Its: Manager By: W. Scott chirmer Its: Manager Rider S — Page 1 of 1 AFFIDAVIT OF LEGAL INTEREST STATE OF ARIZONA COUNTY OF MARICOPA 1, Fairmont Tempe, L.L.C. 4222 E Camelback Road, Suite H100 (name) (address) Phoenix Arizona (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: JUB Engineers, Inc. , 250 S Beechwood, Suite 201, Boise, ID 83709 (name) (address) to submit the accompanying application(s) pertaining to that property. 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 day of qA , 20_ [See Rider S attached] (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. REBECCA A. RIZZO X��4c Notary Public - State of kizom (Notary Public for Arizona) My Commission couNry My May21, ,Expires A I D1 May 21,2019 Residingat: /�j'�6+f My Commission Expires: 5221 ?o/s Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 wmv.meridiancity.org/planning Rider S To Affidavit of Legal Interest (City of Meridian) Fairmont Tempe, L.L.C. an Arizona limited liability company By: 4222, L.L.C. an Arizona limited liability company Its: Manager r -- 14A ��A By: W. Scott Schirmer Its: Manager Rider S — Page 1 of 1 AFFIDAVIT OF LEGAL INTEREST STATE OF ARIZONA COUNTY OF MARICOPA 1, BFT KGLG Cherry Lane, L.L.C. 4222 E Camelback Road, Suite H100 (name) (address) Phoenix Arizona (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: JUB Engineers, Inc. , 250 S Beechwood, Suite 201, Boise, ID 83709 (name) (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. 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 14jn day of (U I? yy-keA 120 _ [See Rider S attached] (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. likia A REBECCA A. RIZZO Nota P�bk - State ofAdzona (Notary Public for Arizona) MARICOPA COUNTY ' My Commission Expires 1--2 May 21, 2019 Residing at: l 11/llly My Commission Expires: _5f2 /212/19 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 xN,\\,\v.meridiancity.ora/planning Rider S To Affidavit of Legal Interest (City of Meridian) BFT KGLG Cherry Lane, L.L.C., an Arizona limited liability company By: BFT Management, L.L.C., an Arizona limited liability company Its: Manager By: Brownlee Family Trust u/t/a dated December 18, 2004 Its: Member 44bt-.- By: Vru liam I. Brownlee Its: stee Rider S — Page 1 of 1 E IDIAN ^'' Meridian City Hall, Suite 102 33 E. Broadway Avenue C�W Meridian, Idaho 83642 Community Development 208.887.2211 Department Parcel Verification Date: 11/15/17 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Tree Farm Subdivision #3 T/R/S: 4N 1W 22 Parcel Numbers: SO422325475 (2.14 Acres) SO422325480 (6.16 Acres) SO422325550 (25.36 Acres) Property Owners: Ball Real Estate Investments, LLC 25 Biltmore Estate Phoenix, AZ 85016 BFT KGLG Cherry Lane, LLC 4222 E. Camelback Rd., Ste. H100 Phoenix, AZ 85018 Fairmont Tempe, LLC 25 Biltmore Estate Phoenix, AZ 85016 (1St parcel listed) (2nd parcel listed) (3rd parcel listed) Address Verification Rev: 04/23/12 z uwagnYnuu� NOIltlW80dN11031'OkidON1/AkitlaNf1O8 oeecsce'e04:wNd— ff m O 4460-60L£8 OI'aslo8 .ey I i �. @ i OHF/al `A1Nf10o dad `NVIQW d Id3 •antl PO 43808 •s ORnye ` +• ', NOISIA1O8f1S WkiV� 1381'ONI 'SM33NI�JN3 8-n f ° "�"°' �" g " Wla �8 ud, a� Y s s a Z am z S " ., d ° i; ooh w .-cn _ "R 5 5 V s s $ tl t a Udo o w I 3� 3 t caaaas ge fax a€x a LU OE CO Ww= >> ce MCI W F F i ii rc W W W ii i i`n o a d q� 3 T �„ §�3 g€ Y 8 xv`•tyt. n g W'yW j q x PS k 3 Y ��nn tlmo � a ED 00OZ.x€ I I 9_ pp gy pz `_aEEa m .�8arc W ZU O W ( ( i d � �3 12 a wgi `o��n„�iow W�owZ z (I ( I i I a n ��g� a�r� N a u' . aY �� 9 € 3 Z % LU 9 gii o 80 s q b I Eli WON .S '868 JIIMLS R a a a zi,. T a 7sN1'Iz 3 �o I SSI ° of x 93 ,ffreza 3,zf,oc.00a as iq w• i m A IZ; I I \ I I /1 d'9ni' 3 N 9MICaE'spz —4 SNO111ONOO 03SOdOHd ONV ONIlSIX3 Cl) oEEcs[E'e0i��wd a 1Vld AHVNIN Ud w O 4460-60LE8 Oe I'sslo �. °` _.. OH NOISIAN 8� S W tl� 33ti a3W s a d � S 'ONI'Sli33NI�JN3 8 -fl -P ®' �� «. i t 01, � � I ala \pla yy \Ir 1 1 x X e$$ 1111111\\1 MI NNn l- �1`i111111�1``I'.11111\I 1'1110 111 \ '� \I\1LLI11. 111 \111 �,\1111111 I� I IV, 111111\ 1 111 \�. 1'A' IIIIII ".I I I`'1j1i, Ili `' A'N Am / .ON _- 1 11 a � Id�1'1144 1 ggQl �' � n 6 _ �..1 � • ; NH- _ s 1 yg \ ,�11hn;{�1n1�1 Vu'' 1 ,c6Y n N� h I tp i�''1111I11i11N11 :illi Y\\y N'o $ $ �A �I .va, mw 11 1 11 �S \ fm I X11, 1't,I11�111 II,IiI . \\13 1 . 11 Air1 N g xi rr1 0 1 Pne I Avt 511111N1p � Vi��P J •3 j n o 1. V4i VA A O y '1 11Z� 1A ��11 �1 —vs.c ♦ .ung k �11�1� �� `, Ifl Mgr .1• _ '� �= �R6? ,p5 � n ,1 1 11 AVIV �1llli li -- •� t�`S �� li �I I IIAIV Al 1' ,�.• � '1 \ a f�----8- Ng t^1 V1 V1,V1I1 \ 111..11\1° i0a i ----- I 11�� P'vvvwvu lJ l;-� ` '1► "'� 8�$ ,w5 �1 �`5 ct 1111111''11 1l aril ,,tip 1 Ro 1 11 k 111„ 111, 111 ��tl \ ,62,' 1 4 R I11 ' )'11 tl 11 � 'I► 11 rn b. 11� 11 111 1`111;. 111 I I \\ M5 $ b I i �111j 1. 1 11 i 1 1111w � 1 ,b6%"' r' 8 ,m5 I 1'11� 111 1 �\\`1 bH $ NB •1► ISI 1� 1.� 1 11 SNS I,pi1111i1� � i� vpi�1 $� �' • �" 9 x t \\.�` �I+ 1\\,\l•I\ \\\M,\ ,SQA 1 � , • \1. ` \ \ 1,\V1�•, X11 b^ N= v4v1 d ,,11l1i111hi 1 � �► �� I \lrl\11\1\\11'1111111`' 16,5 \ NS - I �. 1\1'1111 1 111V\1Vo ,.. 1 m •� II � f \\\`\\I\.\ \111\\�' IN \61 \F1� 1\\ �1\V\1111 H Y6 ' H b- \\\\1`\\ yI 10H n - \\ \\\�\,\ Ts _ a `AAAA 1A'1AN� ,na � 11 II t - \VVA�61, 8r ---- S �� mm2,y - -sr 6 ,H6'l5ei �;Z►�OCAOti--`— - \� � 1�� •' � I l �Y`H, ala � 1 worgrd'xwvA seeseze'eoz:�d OEEL9LEHOZgd 3 r Ntl'ld 311S tl3M3S 1tlldAdtlNIWIl3Hd m O 4460.60LE8 01'as!Oe I CL `NtlIOId3W ' _ `\ Boz eling •S s • yd`. c -Xnp � °" lNnOJ b oV OHt/ol `A § s w d s entl poon+yoaoe o4Z +s w a ®"oo, NOISINoens mvA 33MI � � � a � •ONI'Sd33NI�JN3 9 n f 8 -UP 3 � I o Unhii �77ai66 i € RE S I 4 « I�' -"" � / �• I tik � �• I o FSE .. IIIE � I + iii �P111 e 3b - ------ 1 J I 1 Q 0 z - ZI � _f� V oo Z_ -'. i;,e•-VV-I, I �'s bid S _ W- � iu Z Z o n - ✓ � �. a I t l I i C w / f' I� w { R)T 1 � \ W I I i 8 WCO+LL — SO—dd MG MS 3R1 HUM — . — sees eze soz �>Bd S31I4OHd H3M3S 11j oescste'soa:... 4d n ^+, 1Yld AHVNIWIl3Hd € I m O 4660-601£8 QI'aslog a euas OHt41 �J1N1OJ V41 `NbIQIa3W I ' n• .,AV OM D8a yy y po y g s osa NOISIAloens Wdbd 33di „ S 'ONI'SH33NI'JN39-n- £ A A m I " I n33 - n 1 I t ebbm - o m 1 €a 8 I $ €FEE 8 I k $ " lid 8 m , �8 w 1 M. � o i I I o 1 I I e i U I � gi I Ma I 8 S gg I 3 e R I I " I b a $ Q 1 0 W 1 t R Z a I J � II' ' — — I I oo'9L;[t - .LiLS SaLL 3N, lalvn ' — • — I I - r F + ci d 8 n om +.-- -- -- -- -- -- -- z uavgnlxnu, J 9eee'eze'ew:.,i S311AOHd H3M3S W CO p oeet•atO M WOO s 1Vld AHtlNiWIl3Hd ff O C "60-60MI 01'09!08 a a wa ells OHdol 'A1Nn0o dad 'NVIOIti3W € a CL ny p00M43aas 's 053 y ev 14N �^ ° x 'ONI'SH33NION38-n-f Nolslnloanswdd�33a1 0 i . I vgEE I OHIO j �'z bbb i o ¢ gMj R I z RyR p <iRn R 8 R~ 1 ^ i ! I I ieRa� n- " CD 1 tS a w o i x ASRR f j Q€: 1 T80R S P�. i 1 al;3 a X o Q€ w^ it I R 1 a 1 ! �SY,'eb z� w ^ 30 1 w I I q d R R 1�RA j g : 5t as I_ItA I � j I � , i pa Review Date ADA COUNTY STREET NAME REVIEW November 7, 2017 SECOND REVIEW Preliminary Plat Final Plat Rx Project Name: Tree Farm Sub No 03 T/R/S 4N 1W 22 Parcel Number(s): SO422325475 & SO422325480 & S422325550 & SO422325525 Project/Plat Applicant: JUB ENGINEERS Phone No: 208-376-7330 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N BLACK CAT RD W CHINDEN BLVD 4.1-+ > d N a u 3 Proposed Street Names: U a o cn m Comments 1 N AGRARIAN AVE X 2 N BLACK CAT RD X 3 N CALLERY PEAR AVE X 4 N EXETER PL X 5 W SALIX CT X 6 W SALIX DR X 7 W SUGAR TREE DR X 8 N TREE CREST DR X PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please show existing street N BLACK CAT RD on plat Please show existing street W CHINDEN BLVD on plat NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. 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 The 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. Page 1 of 1 STREET NAME REVIEW APPLICATION Please attach a legible copy of plat or site plan with the application and submit directly to: Ada County Assessor -190 E. Front Street, Boise, ID 83702, Email: Streetnamemail@adaweb.net Applications will be reviewed in the order in which they are received Application Date October 30, 2017 Review Needed By Project/Subdivision Name Tree Farm Subdivision No. 3 Type Of Dwelling(s)/Structure(s) Proposed Single Family r✓ Multi -Family November 15, 2017 Preliminary Plat Final Plat RIV, F1 Other I'm Applying To: R1 Name New Public or Private Street(s) FIChange Existing Street Name Existing Street Name Number Of New Public Streets Proposed 7 Number Of Private/Changed Streets Proposed (Please Attach Plat/Plan) (Please Attach Plat/Plan) Private/Changed Street Names Choices 1st Choice 2nd Choice 3rd Choice 4th Choice Applicant Information Company/Firm Name: JUB Engineers, Inc. Applicant Type: Architect Developer Engineer PP&& Z Dept. Contractor Owner Agent/Contact Name: Kristi Watkins Phone: 376 7330 Email: kwatkins@jub.com Subject Property Information Township Range Section Location/Street Address N Black Cat Rd, Meridian, ID 4N 1W 22 Parcel Numbers) SO422325475 & SO422325480 & S422325550 & SO422325525 Owner Information Same As Applicant? No �✓ Yes F] Owner Name/Company Ball Real Estate Investments LLC & BFT KGLG Cherry Lane, LLC Phone �— Fairmont Tempe, LLC & M3 ID Eggers Tree Far, LLC Address 4222 E Camelback Rd, Sutie H100 Clty Phoenix State AZ Zip 85018 25 Biltmore Estate Phoenix AZ 85018 Street name reviews will be completed within 2 to 3 weeks of receipt of application. Completed reviews will be uploaded to the following Ada County Assessor link: https://adacounty id gov/Assessor/Land-Records/Street-Naming-and-Addressing Ada County Assessor -190 E. Front St., Suite 107, Boise, ID 83702 - Phone: 208-287-7270 2 & O O � � 0 c m 0 g 5m 5mm o b Z„ Y g po ffe ^FF 1"s q1 u°_ n = C9 QR 0 o m "° S e O O€ V p F c 4 u `" m �a a" E� p� " o IS b W M c nn 'S�i"ow'vlYnawo o IJ oii B E -. m in3Si3rc3s°ni��`a'in<z Z R N a'I°�LL vSiS usin rm" M o°uA 12 V I I l i l �ECdR O 'fid M Nd a c' J ,06'9££ M,Z£,0£.00S ,GL'96t M,64,0£.00S 6 3 zN N W X �n h NM .c 0 A 0 z .I..� o .o ,a•T Z! m — uouoi6y�.!! N n � :01 O 3 V grin rn 0 �. NM ..- o .6 CO M I N N a N Nm m b z IN ..- o .6 CO M I N N a N Nm m b z M i N ai Z oS i' N r + j P J l.6 N pi W 0 14en1 n •M � .1 - �..: � i0 MO = m In OI .L0 N �o-� V N._Er.eW PI, ..._ __.. -00 a + � In CP JU 11'ZSn N Bock CM Rd. .... , u ="^ '•61•'^mN ,9Z'l£6 3.Z4,0£.00N N o r.a n n Q C U a (} N iJ (l� ADA COUNTY STREET NAME REVIEW Review Date: April 27, 2017 Project Name: Tree Farm Sub No 03 Parcel Number(s): Project/Plat Applicant: City/County Agency: Preliminary Plat Final Plat Rx T/R/S 4N 1W 22 Sn422325475 & SO422325480 & S422325550 & SO422325525 JUB ENGINEERS Meridian Phone No: 208-376-7330 THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N BLACK CAT RD Proposed Street Names: 1 N BLACK CAT RD 2 N CALLERY PEAR AVE 3 N EXETER PL 4 W SALIX CT 5 W SALIX DR 6 W SUGAR TREE DR 7 N TREE CREST DR 8 N TUPELOS AVE W CHINDEN BLVD Comments W Tupelo Ct exists in Cherry Lane Village & out of alignment PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please show existing street N BLACK CAT RD on plat Please show existing street W CHINDEN BLVD on plat Please replace N TUPELOS AVE with N AGRARIAN AVE as approved in second review NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. 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 The 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. Page 1 of 1 © ■N■ © ■E■ © ONN © �No ©■N■ ■ Boo Comments W Tupelo Ct exists in Cherry Lane Village & out of alignment PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Please show existing street N BLACK CAT RD on plat Please show existing street W CHINDEN BLVD on plat Please replace N TUPELOS AVE with N AGRARIAN AVE as approved in second review NOTE: If there are corrections and changes recommended, please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be presented to the Ada County Surveyor at time of recording. 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 The 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. Page 1 of 1 _ m 0 R � as w �'•tl :; R LL m i i C � �' e e o e e e o m r �" � r •'� U W 9 Y � W _ s � �� <<a��<< r -mom X93''-•=.''°„`-�oM�°�o z ; a pb:- e'�`ye �c rco m?�acou`uto mn cs°c a e�og`rEt m�.LS�i��i�wCt f5 8 °d 'E• ;•�,tgee• ;oogc;g I :��m«Ei n +iz' ^ m g a ad�tivr�ooE >��oo � C `i a a4D�m u, � s �c No i$$\u $z I I I I I I I I I I I I I I f i I o c�c� �c cg vp^•' it "-�+ •� L> o L j o' LL 141.x. r°4 X13 IS i 1 1 I l l l i i l i i I I 1 1 I I I f l I I 01 •� i j I I I I i N V6R Syd 't Ilil Q�®Ooono3•®❑ o41 • f @ U J O c'M ✓ ` ,06'9££ M,Z£o5 ,O£.00S N�,6>,0£AOS r R n a 9 " �0j J o 0 010 m W' J K x b. b b V n s adn - �Zj •ri a ,�+ Z a V M 1 N N ,� u p s U) /�� _�D 00 e++ oz kr o N `K m �i 0 f m 1 r hTi a P"' m N Oj W 4 C_ol{ery z W in 1n a iO � .n cn z .B§ mN Nrn > c � � � 1 � i)� m •O M O d N e 1V � 'off r m N rr v m T ' u• N ' r N. Exek� Pte. t O m SAX „ ,0 AH. iX« ,9Z't£6 3.Z4,0£.00N \ W• Nmnan a m ze V) c If U N d J a az From: Don Vla:te To: Street PamehlaH• Christina Fuller Dale ?I,, t: ].shwa SaKeak; my 13.v rs • Rocs oven Tenl Ricks Subject: RE: Tree Farm Sub No 03 Street Name Renew Trpelos replacement Comments need ASAP Date: Tuesday, November 7, 201711:24:48 AM Attachments: Imane001 UM maoe002.nrut No objections to Agrarian. Dort Watts Land Records Supervisor ,r Ada Count), Assessor's Office fi Land Records Department ♦ h90 E. Front St., Boise. I D 83702 • (208) 2117-7211, itv3lts �•adhrvrb net From: Amanda Morse On Behalf Of Street NameMail Sent: Tuesday, November 07, 2017 11:19 AM To: Christina Fuller; Don Watts; Street NameMail; Dale Meyers; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review Tupelos replacement Comments need ASAP Importance: High I am just sending this out so I can catch and comment on Phase one as well. Instead of N TUPELOS AVE does N AGRARIAN AVE work? I sent the reworked plat but will include the fix as a second review From: Christina Fuller Sent: Friday, November 3, 2017 3:02 PM To: Don Watts; Street NameMail; Dale Meyers; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review Salix alignment is OK With us too, if We can stay away from Tupelos that would be great to avoid confusion From: Don Watts Sent: Friday, November 03, 2017 15:00 To: Street NameMail; Christina Fuller; Dale Meyers; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review I'd vote ok for the Salix alignment. I'II defer to dispatch but I'd say using the plural of the existing Tupelo isn't a unique street name. I'm ok with the rest. Amanda Morse ' * GIS Technician Ada Counq Assessor's Office Land Records Department �}� }y . tqo E From St Bois', ID 837m t (m8) 287-7273 "'m -caia"C121'et From: Christina Fuller Sent: Friday, November 3, 2017 3:02 PM To: Don Watts; Street NameMail; Dale Meyers; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review Salix alignment is OK With us too, if We can stay away from Tupelos that would be great to avoid confusion From: Don Watts Sent: Friday, November 03, 2017 15:00 To: Street NameMail; Christina Fuller; Dale Meyers; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review I'd vote ok for the Salix alignment. I'II defer to dispatch but I'd say using the plural of the existing Tupelo isn't a unique street name. I'm ok with the rest. From: Amanda Morse On Behalf Of Street NameMail Sent: Friday, November 03, 2017 2:19 PM To: Christina Fuller; Street NameMail; Dale Meyers; Don Watts; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review Salix is In alignment with Salix better than Magic N Magic Moon Ct. However, this seems to be a case of broken alignment move to a new name. What does everyone think? Dori 14'atts 10 kPit Laid Records Supervisor t Ada County Assessor's Office Land Records Department t90 E. Front St.. Boise, ID 83702 (208)287-7267 m�-aa�„ad�h,-en irel From: Amanda Morse On Behalf Of Street NameMail Sent: Friday, November 03, 2017 2:19 PM To: Christina Fuller; Street NameMail; Dale Meyers; Don Watts; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review Salix is In alignment with Salix better than Magic N Magic Moon Ct. However, this seems to be a case of broken alignment move to a new name. What does everyone think? From: Amanda Morse On Behalf Of Street NameMail Sent: Friday, November 03, 2017 11:56 To: Christina Fuller; Dale Meyers; Don Watts; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: Tree Farm Sub No 03 Street Name Review Greetings, The Ada County Assessor is reviewing the subject project for street naming purposes. Please reply all with an email of your approval, denial or any comments within 30 business days of the transmittal date. If no response is received, it will be considered there is no objection to the recommendations made in the street name review. Thankyou, Amanda Morse Amanda Morse GIS Technician *Y Ada County Assessor's Office land Records Department .go F. Front St., Boise. ID 837.2 tgo E. Front St-, Boise, ID 83702 (208) z87-72Ti ,fig n 2rserandvsvc12 net From: Amanda Morse On Behalf Of Street NameMail Sent: Friday, November 03, 2017 11:56 To: Christina Fuller; Dale Meyers; Don Watts; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: Tree Farm Sub No 03 Street Name Review Greetings, The Ada County Assessor is reviewing the subject project for street naming purposes. Please reply all with an email of your approval, denial or any comments within 30 business days of the transmittal date. If no response is received, it will be considered there is no objection to the recommendations made in the street name review. Thankyou, Amanda Morse el - GIS Technician Ada Count)Assessor's Office Lind Records Department tgo E. Front St-, Boise, ID 83702 (2.8)287-711273 n�0 seulatreb net From: Terri Rids To; Street IlamelAai : Chnstlna Fulle,Don Mr,• p le 14,— Joshua ssaf:: Ke hnv Boni S: Ross Oven Subject: RE: Tree Farm Sub No 03 Street Name Review Tupelos replacement Comments need ASAP-Attahced update review sheet Date; Tuesday, November 7, 2017 2:39:45 PM Attachments: aoe007oh 'maae002 nnn Approved From: Amanda Morse [mailto:agmorse@adaweb.net] On Behalf Of Street NameMail Sent: Tuesday, November 07, 2017 12:30 PM To: Christina Fuller; Street NameMail; Don Watts; Dale Meyers; Joshua Saak; Kenny Bowers; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review Tupelos replacement Comments need ASAP-Attahced update review sheet Just in case an updated Review Sheet is attached and I moved the other off the table.) wwill take the last three comments towards this. Thanks, w Amanda Morse � GIS Technician ,r Ada County Assessor's Office land Records Deparnnent • = ioo F, Front St., Boise, 1D 8370± (-8) z87-7�73 h ce radaweh net From: Christina Fuller Sent: Tuesday, November 7, 2017 12:07 PM To: Street NameMail; Don Watts; Dale Meyers; Joshua Saak; Kenny Bowers ; Ross Oyen; Terri Ricks Subject: RE: Tree Farm Sub No 03 Street Name Review Tupelos replacement Comments need ASAP Agrarian v fine by us! From: pale hieve.. To: Street NameMail; Christina Frtller ltn watts• }o,hua Saak; Ke uw Bov,ers • Ras oven: Terr1 Ricks Subject: RE: Tree Farm Sub No 03 Street Name Revlew Tupelos replacement Comments need ASAP -Attahced update review sheet Date: Tuesday, November 7, 2017 3:15:49 PM Attachments: I0lane0l13 ono Imaoe004.onn maoe00S.onn Approved. Dale P. Meyers, PLS, CFedS n Associate County Surveyor "-� Ada County Development Services 200 W. Front Si., Boise, ID 83702 (208) 2S7-7933 offl're ._. (208)287-7909fnz nn':Z r_nnnPANIFS I__L_C Tree Farm Subdivision No. 3 Stormwater Drainage Report October 2017 Prepared by. rJ U•B 4 J -U -B ENGINEERS, Inc. 250 South Beechwood Avenue, Suite 201 Boise, ID 83709-0944 208-376-7330 / 208-323-9336 (fax) www.JUB.com J -U -B Project No. 10-17-117 SITE OVERVIEW Tree Farm Subdivision No. 3 is located on the east side of Black Cat Road and approximately 2,300 -ft north of Chinden Boulevard in Meridian, Idaho. The proposed development consists of 65 single family residential lots located on approximately 26.1 acres. EXISTING SITE CHARACTERISTICS The existing project site consists of a vacant agricultural field. The site is bounded on the east and south by a subdivision of single family properties. To the north lies Phyllis canal, beyond which is agricultural land. Agricultural land lies to the west. The land slopes gently from southeast to northwest at grades generally less than 2%. DRAINAGE DESIGN CONCEPT The proposed stormwater improvements include the installation of roadways, pipe networks, stormwater treatment systems, and stormwater storage facilities. The surface flow will be directed via curb gutters to and contained within the road sections to designed low points where on -grade inlets will capture the stormwater and convey it through a pipe network to a discharge location. Each discharge location shall consist of a treatment system installed up -gradient of a storage facility. The site was divided into catchment areas based on the inlet locations. Each catchment area was analyzed for the 25 -year flow rate for conveyance, the water quality event for treatment, and the 100 -year runoff for storage. The water quality event is defined as a storm with a rainfall intensity of 0.34 in/hr. The geotechnical engineering report indicated infiltration rates at shallow depths that ranged from 3.67 in/hr to 6.08 in/hr. All test pits that were extended to free draining materials exhibited infiltration rates in excess of 24 in/hr. This drainage report conservatively assumes an infiltration rate of 3 in/hr in all drainage facilities. CALCULATION METHODS Calculations were prepared in accordance with the August 2017 edition of the Ada County Highway District (ACRD) 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 intensity -duration -frequency (IDF) table in Appendix A of the ACHD Stormwater Policy Manual for each storm event noted using linear interpolation. A copy of the OF table is provided with this report. 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. Stormwater Drainage Report Tree Farm Subdivision No. 3 Catchment A Time of Concentration (TR -55 Method) Lgutter Gutter Flow Tc -gutter - 60 V gutter _ Al 2539.011 2537.56 1 290 _ A2 2539.01 2537.56 289 Vgutter = 3•281kSo" 0.619 0.50 1.44 3.36 0.619 0.5 1.44 3.35 0.007(nL)°•8 Sheet Flow Tc -sheet - (p2)0.5S0.4 Sub- catchment Al n (unitless) 0.24 L (ft) 50 P2 (in) 1.2 S (ft/ft) 0.020 Tc -sheet (min) 13.38 A2 0.24 50 1.2 0.020 13.38 Sub C catchment Area (ac) Al 0.5 1.05 A2 0.5 1.01 0.56 1.47 -jiTotal Total 0.57 1.51 2.06 Tree Farm Subdivision No. 3 Project No. 10-17-117 Tc - Tc -gutter + Tc -sheet Total Tc T� (min) 16.74 16.73 12 (in/hr) 129 (In/hr) 400 (in/hr) 0.56 1.47 2.05 0.56 1.47 2.05 Total 0.57 1.51 2.12 Desi n Storm Flows = CtiA Sub- 42 catchment (cfs) Al 0.29 A2 0.28 Qts (cfS) 0.77 0.74 Q100' (cfs 1.08 1.04 Total 0.57 1.51 2.12 Catchment A Seepage Bed (BMP -20) Design Storm frequency 100 -year Sediment Factor (f) 25 Soil infiltration rate 3.00 in/hr Weighted Runoff Coefficient (C) 0.50 Design Storm Inentsity (istor-loo) 0.96 in/hr Catchment Area (A) 2.06 ac Required Storage Volume (Vstor-loo) 4,450 ft3 Tree Farm Subdivision No. 3 Project No. 10-17-117 ACHD Policy 8011.3, 8011.3.2, 8202.23 ACHD Policy 8202.23 ACHD Policy 8010.1.4 ACHD Policy 8011.2.1 V = C * i * A * 3600 * (1 + f) volume Depth = 10 ft Bed Infiltration Area = 1,120 ft' Length = 112 ft Bed infiltration Rate = 280 ft3 /hr Width = 10 ft Void Ratio = 40 Available Bed Volume = 4,480 ft3 Time for 90% Infiltration = 15.89 hr Bed volume meets or exceeaes requirea volume Bed drains in less than 48 hours (ACRD Policy 8202.23) Sand and Grease Trap (BMP -01) Design Storm frequency Weighted Runoff Coefficient (C) Design Storm Inentsity (iWQ) Catchment Area (A) Water Quality Flow Rate (QWQ) Peak Flow Rate (Qioo) Tree Farm Subdivision No. 3 Catchment A Project No. 10-17-117 100 -year ACHD Policy 8011.3, 8011.3.2, 8202.23 0.50 ACHD Policy 8011.2.1 0.34 in/hr 2.06 ac 0.35 cfs QWQ - C * iWQ * A 2.12 cfs i Checks Vault Size = 1000 gallon No. of S&G Traps = 1 Baffle Spacing = 20 inch Throat Width = 48 inch Throat Velocity <= 0.5 fps. Max flow < 3.33 cfs. High flow bypass not required Total Throat Area = 6.67 ft' WQThroat Velocity = 0.05 cfs Max Flow rate = 2.12 cfs (ACHD Policy 8202.12) (ACHD Policy 8202.12) Catchment A Tree Farm Subdivision No. 3 Project No. 10-17-117 Pipe Sizing Q25 = Design flow rate for pipes and inlets y„ = normal flow depth V„ = normal velocity yc = critical flow depth Vc = critical velocity Qf„ i = Flow if pipe is full Full Flow = Percent of pipe filled at design flow rate Pipe Id Q25 (cfs) S&G A to Al 1.51 Al to A2 0.74 Mannings (n) 0.010 0.010 Slope (ft/ft) 0.0050 0.0050 Diameter (in) 12 12 Diameter (ft) 1.00 1.00 y„ (in) 5.71 3.87 V„ (fps) 4.09 3.38 YC (in) 6.25 4.31 V,: (fps) 3.65 2.92 Qf„i Ws) 3.27 3.27 Full flow M 46.2 22.6 Catchment B Time of Concentration (TR -55 Method) Lgutter Gutter Flow Tc -gutter = 60 V gutter B1 B2 2538.53 2538.53 2543.59 2539.63 895 0.619 224 0.619 0.57 0.49 B3 2539.8 2540.85 206 0.619 0.51 B4 2539.8 2543.8 819 0.619 0.49 1.2 0.020 13.38 0.007(nL)0.8 0.24 50 Sheet Flow Tc -sheet = (p2)0.5S0.4 Vgutter = 3.281kSp•5 Sub- catchment B1 n (unitless) 0.24 i ft 50 P2 {in) 1.2 S (ft/ft) 0.020 Tc -sheet {min) 13.38 B2 0.24 50 1.2 0.020 13.38 B30.24 0.5 50 1.2 0.020 13.38 g4 0.24 50 1.2 0.020 13.38 catchment C Area (ac) B1 0.5 4.9 B2 0.5 0.68 B3 0.5 0.54 B4 0.5 2.41 Total B4 8.53 ------- n - ri d Tree Farm Subdivision No. 3 Project No. 10-17-117 1.53 9.74 1.42 2.63 1.45 2.37 1.42 9.61 Tc = Tc -gutter + Tc -sheet Total Tc Tc (min) 23.12 16.01 15.75 22.99 12 (in/hr) 125 in/hr) 11oo (in/hr) 0.45 1.2 1.67 0.57 1.51 2.1 0.57 1 1.52 1 2.12 0.45 1.2 1.67 Sub- catchment Q2 (cfs) Q25 -(Cf S) Q100 -(Cf S) B1 1.1 2.94 4.09 B2 0.19 0.51 0.71 B3 0.15 0.41 0.57 B4 0.54 1.45 2.01 Total 1.98 5.31 7.38 Catchment B Seepage Bed (BMP -20) Design Storm frequency 100 -year Sediment Factor (f) 0 Soil Infiltration rate 3 in/hr Weighted Runoff Coefficient (C) 0.5 Design Storm Inentsity (istor-loo) 0.96 in/hr Catchment Area (A) 8.53 ac Required Storage Volume (Vstor_ioo) 14,740 ft3 Tree Farm Subdivision No. 3 Project No. 10-17-117 ACHD Policy 8011.3, 8011.3.2, 8202.23 ACHD Policy 8202.23 ACHD Policy 8010.1.4 ACHD Policy 8011.2.1 V = C * i * A * 3600 * (1 + f) Volume Depth = 10 ft Bed Infiltration Area = 3,700 ft' Length = 185 ft Bed infiltration Rate = 925 ft3/hr Width = 20 ft Void Ratio = 40 Available Bed Volume = 14,800 ft3 Time for 90% Infiltration = 15.94 hr Bed volume meets or exceedes required volume Bed drains in less than 48 hours (ACHD Policy 8202.23) Catchment B Tree Farm Subdivision No. 3 Project No. 10-17-117 Sand and Grease Trap (BMP -01) Design Storm frequency 100 -year ACHD Policy 8011.3, 8011.3.2, 8202.23 Weighted Runoff Coefficient (C) 0.50 ACHD Policy 8011.2.1 Design Storm Inentsity (iWQ) 0.34 in/hr Catchment Area (A) 8.53 ac Water Quality Flow Rate (QWQ) 1.45 cfs QWQ = * lwQ * A Peak Flow Rate (4100) 7.38 cfs Design Checks Vault Size = 1000 gallon Total Throat Area = 6.67 ft' No. of S&G Traps = 1 WQThroat Velocity = 0.22 cfs Baffle Spacing = 20 inch Max Flow rate = 7.38 cfs Throat Width = 48 inch Bypass Flow Rate = 4.05 cfs /noun Dnliry S27(17 171 Throat Velocity <= u.5 rps. — ---- Max flow > 3.33cfs. High flow bypass required (ACRD Policy 8202.12) Tree Farm Subdivision No. 3 Catchment B Project No. 10-17-117 Pipe Sizing Q25 = Design flow rate for pipes and inlets y„ = normal flow depth V„ = normal velocity y, = critical flow depth VC = critical velocity Qf„i = Flow if pipe is full Full Flow = Percent of pipe filled at design flow rate Slope (ft/ft) 0.0050 0.0050 0.0050 0.0050 Diameter (in) 15 12 12 12 Diameter (ft) 1.25 1.00 1.00 1.00 y„ (in) 11.04 7.55 3.20 6.47 V„ (fps) 5.48 4.55 3.04 4.31 y, (in) 11.21 7.91 3.55 6.97 V,� (fps) 5.40 4.32 2.62 3.93 Q (cfs) 5.93 3.27 3.27 3.27 Full flow (% 89.6 72.5 15.6 56.9 Pipe Id Q25 (cfs) Mannings (n) S&G B to 131 5.31 0.010 B1 TO SDMH1 2.37 0.010 B2 to SDMH1 0.51 0.010 SDMH1 to SDMH2 1.86 0.010 0.0050 12 1.00 6.47 4.31 6.97 3.93 3.27 56.9 SDMH2 to SDMH3 1.86 0.010 0.0050 0.0050 12 12 1.00 1.00 2.86 5.58 2.85 4.05 3.18 6.12 2.46 3.60 3.27 3.27 12.5 44.4 B3 to SDMH3 0.41 0.010 B4 to SDMH3 1.45 0.010 Catchment C Time of Concentration (TR -55 Method) Lgutter Gutter Flow Tc -gutter = 60 • V gutter Vgutter = 3.281kSO" C1 2542.96 2543.8 156 75 0.619 0.54 1.49 1. C2 2542.96 2543.8 183 0.619 0.46 1.38 2.21 0.007(nL)°'$ Sheet Flow Tc -sheet - (p2)0.5S0.4 Sub- catchment C1 n unitless) 0.24 L ! (ft) 50 P2 (in) 1.2 S (ft/ft) 0.020 Tc -sheet (min) 13.38 C2 0.24 50 1.2 0.020 13.38 Total`'__ 0.34 0.89 1.25 E, ........... ..... .. ... -L- -i n --+-c Sub C catchment Area ac C1 0.5 0.45 C2 0.5 0.71 0.58 1.53 2.14 Total 1.16 Tree Farm Subdivision No. 3 Project No. 10-17-117 Tc = Tc -gutter + Tc -sheet Total Tc TC (rein) 15.13 15.59 i2 (in/hr) 125 (in/hr) 1100 (in/hr) 0.59 1.55 2.17 0.58 1.53 2.14 Total`'__ 0.34 0.89 C1 ---0.13 0.35 0.49 C2 0.21 0.54 0.76 Total`'__ 0.34 0.89 1.25 Catchment C Seepage Bed (BMP -20) Design Storm frequency 100 -year Sediment Factor (f) 0 Soil Infiltration rate 3 in/hr Weighted Runoff Coefficient (C) 0.5 Design Storm Inentsity (isto'.100) 0.96 in/hr Catchment Area (A) 1.16 ac Required Storage Volume (Vstor-loo) 2,005 ft3 Volume Tree Farm Subdivision No. 3 Project No. 10-17-117 ACHD Policy 8011.3, 8011.3.2, 8202.23 ACHD Policy 8202.23 ACHD Policy 8010.1.4 ACHD Policy 8011.2.1 V = C * i * A * 3600 * (1 + f) Depth = 10 ft Bed Infiltration Area = 510 ft` Length = 51 ft Bed infiltration Rate = 128 ft3/hr Width = 10 ft Void Ratio = 40 Available Bed Volume = 2,040 ft3 Time for 90% Infiltration = 15.73 hr Bed volume meets or exceedes required volume Bed drains in less than 48 hours (ACRD Policy 8202.23) Catchment C Tree Farm Subdivision No. 3 Project No. 10-17-117 Sand and Grease Trap (BMP -01) Design Storm frequency 100 -year ACHD Policy 8011.3, 8011.3.2, 8202.23 Weighted Runoff Coefficient (C) 0.50 ACHD Policy 8011.2.1 Design Storm Inentsity (iWQ) 0.34 in/hr Catchment Area (A) 1.16 Water Quality Flow Rate (QWQ) 0.20 ac cfs QwQ = C * iWQ * A Peak Flow Rate (Qloo) 1.25 cfs Design Checks Vault Size = 1000 gallon Total Throat Area = 6.67 No. of S&G Traps = 1 WQThroat Velocity = 0.03 Baffle Spacing = 20 inch Max Flow rate = 1.25 Throat Width = 48 inch (ACRD Policy 8202.12) Throat Velocity <= 0.5 fps. Max flow < 3.33 cfs. High flow bypass not required (ACRD Policy 8202.12) ft cfs cfs Catchment C Tree Farm Subdivision No. 3 Project No. 10-17-117 Pipe Sizing Qts = Design flow rate for pipes and inlets y„ = normal flow depth V„ = normal velocity yc = critical flow depth Vc = critical velocity Qf„i = Flow if pipe is full Full Flow = Percent of pipe filled at design flow rate Pipe Id Q25 (cfs) S&G C to C1 0.89 C2 to C1 0.54 Mannings (n) 0.010 0.010 Slope (ft/ft) 0.0050 0.0050 Diameter (in) 12 12 Diameter (ft) 1.00 1.00 y„ (in) 4.27 3.29 V„ (fps) 3.55 3.09 YC (in) 4.74 3.66 V� (fps) 3.08 2.66 Qf„i (cfs) 3.27 3.27 Full flow W 27.2 16.5 Tree Farm Subdivision No. 3 Catchment D Project No. 10-17-117 Time of Concentration (TR -55 Method) _L.��.-L flw rwrf�ei'nrG Sub- C catchment Gutter Flow Lgutter Tc_gutter = 60 • Vgutter 0.45 Vgutter = 3.281kSp'5 Sub- Elev.1 Elev. 2 D1 0.14 (-gutter Intercept Slope (SP) Vgutter Tc -gutter 0.2 catchment (ft) 'eta) __.: 0.19 ef 0.7 s (mn) D1 2539.63 2539.19 94 0.619 0.47 1.39 1.12 1.12 D2 2539.63 2539.19 94 0.619 0.47 1.39 . .. . .. . .. . .......... 0.007(nL)°-$ Tc = Tc -gutter +Tc -sheet Sheet Flow Tc -sheet = (p2)0.5So.4 Total Tc Sub- n L p2 s (in(ft/ft) Tc -sheet (min) Tc {min) catchment (unitless) (ft) 50 1.2 0.020 13.38 14.50 D1 D2 0.24 0.24 50 1.2 0.020 13.38 14.50 _L.��.-L flw rwrf�ei'nrG Sub- C catchment Area (ac) D1 0.5 0.45 D2 0.5 0.18 hment (cfs) (cfs {cfs) D1 0.14 Total 0.63 =n Storm Flows 125 (in/hr) i100 (in/hr) ub- Q2 Q25 Q100 hment (cfs) (cfs {cfs) D1 0.14 0.36 0.5 D2 0.05 0.14 0.2 'eta) __.: 0.19 0.5 0.7 i2 (in/hr) 125 (in/hr) i100 (in/hr) 0.6 1.59 2.22 0.6 1.59 2.22 Catchment D Seepage Bed (BMP -20) Tree Farm Subdivision No. 3 Project No. 10-17-117 Design Storm frequency 100 -year ACHD Policy 8011.3, 8011.3.2, 8202.23 Sediment Factor (f) 25 % ACHD Policy 8202.23 Soil Infiltration rate 3.00 in/hr ACHD Policy 8010.1.4 Weighted Runoff Coefficient (C) 0.50 ACHD Policy 8011.2.1 Design Storm Inentsity (istor-ioo) 0.96 in/hr Catchment Area (A) 0.63 ac Required Storage Volume (Vstor-loo) 1,361 ft3 V = C * i * A * 3600 * (1 + f) volume z Depth = 10 ft Bed Infiltration Area = 350 ft Length = 35 ft Bed infiltration Rate = 88 ft3/hr Width = 10 ft Void Ratio = 40 Available Bed Volume = 1,400 ft3 Time for 90% Infiltration = 15.55 hr Bed volume meets or exceedes required volume Bed drains in less than 48 hours (ACHD Policy 8202.23) Sand and Grease Trap (BMP -01) Design Storm frequency Weighted Runoff Coefficient (C) Design Storm Inentsity (iwQ) Catchment Area (A) Water Quality Flow Rate (QwQ) Peak Flow Rate (Qloo) Catchment D Tree Farm Subdivision No. 3 Project No. 10-17-117 100 -year ACHD Policy 8011.3, 8011.3.2, 8202.23 0.50 ACHD Policy 8011.2.1 0.34 in/hr 0.63 ac 0.11 cfs QwQ = C * twQ * A 0.70 cfs Design Checks Vault Size = 1000 gallon Total Throat Area = 6.67 ft No. of S&G Traps = 1 WQ Throat Velocity = 0.02 cfs Baffle Spacing = 20 inch Max Flow rate = 0.70 cfs Throat Width = 48 inch Throat Velocity <= U.s rps. , _-Y ..��- -- Max flow < 3.33 cfs. High flow bypass not required (ACHD Policy 8202.12) Catchment D Tree Farm Subdivision No. 3 Project No. 10-17-117 Pipe Sizing Q25 = Design flow rate for pipes and inlets yr, = normal flow depth V„ = normal velocity yc = critical flow depth V, = critical velocity Qfui = Flow if pipe is full Full Flow = Percent of pipe filled at design flow rate Pipe Id Q25 (cfs) Mannings (n) Slope (ft/ft) Diameter (in) Diameter (ft) y„ (in) V„ (fps YC (in) Vc (fps) Qfu, (cfs) Full flow M S&G D to D1 0.50 0.010 0.0050 12 1.00 3.16 3.02 3.52 2.61 3.27 15.3 D1 to D2 0.14 0.010 0.0050 12 1.00 1.69 2.08 1.83 1.84 3.27 4.3 Tc (hr) Tc(min) 0.17 10 0.25 15 0.33 20 0.42 25 0.50 30 0.58 35 0.67 40 0.75 - 45 0.83 50 0.92 55 1.00 60 2.00 120 3.00 180 6.00 360 12.00 720 24.00 1440 3.00 0.50 Boise Area Intensity -Duration -Frequency Intensity (inches per hour) 0.69 1.15 1.48 1.85 2.20 2.58 0.59 0.97 1.22 1.56 1.86 2.18 0.49 0.81 1.01 1.30 1.54 1.81 0.43 0.71 0.89 1.14 1.35 1.58 0.41 0.67 0.85 1.08 1.29 1.51 0.34 0.56 0.70 0.90 1.07 1.25 0.31 0.51 0.64 0.82 0.98 1.15 0.29 0.48 0.60 0.77 0.91 1.07 0.27 0.45 0.56 0.72 0.85 1.00 0.26 0.43 0.54 0.69 0.82 0.96 0.26 0.43 0.54 0.69 0.82 0.96 0.16 0.25 0.31 0.39 0.46 0.54 0.13 0.19 0.23 0.29 0.34 0.40 0.09 0.12 0.14 0.18 0.21 0.25 0.06 0.08 0.10 0.12 0.14 0.16 0.04 0.06 0.06 0.08 0.09 0.10 -n- X *� )K- �X "�•"zh_ ----- - --- ----- ---- ----- 0.00 --- ------- 2 year ----)K-5year -x-10 year --�-- 25 year --4 50 year -.D--100 year 0.00 i i i I' 10 15 20 25 30 35 40 45 50 55 60 120 180 360 720 1440 Duration in minutes ('J-UIB J•U•B ENGINEERS, INC. November 13, 2017 Sonya Allen Associate City Planner City of Meridian 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: TREE FARM SUBDIVISION NO.3 GROUNDWATER ELEVATIONS THE AY J -U -B COMPANIES I GRGUP N ��' I INC PYNG Dear Sonya: A geotechnical evaluation for the project site was performed by GeoTek, Inc., with subsurface soil information summarized in their report dated March 14, 2017. According to the report, groundwater was not encountered during excavation, but high groundwater could be anticipated at depths from approximately 15 -ft to 30 -ft below the existing ground surface. Based on the information provided in the geotechnical report, the roadway finish grade centerline elevations were designed to be more than 3 -ft above the anticipated groundwater elevations. Please feel free to contact me at 208.376.7330 if you have any questions. Sincerely, J -U -B ENGIN Scott Wonders, P.E. Land Development Group Lead n 250 S. Beechwood Avenue, Suite 201, Boise, ID 83709-0944 p 208-376-7330 .f 208-323-9336 it, www.jub.com w o OF o P z j o = _ � M U Z •� is = .NT Z O C I -, A - 0 I � r () rd s = 00 m rN M d p N g 0 b Y ¢N3 w O N o °• U z m i -z G�i `vi zi g v a. h � 1 1.•✓ C o OF o P z j o = _ � M Z •� is = .NT Z ,! A -VO I -, A - 0 I � r () rd s = 00 M rN M d p in g 0 b 1 ¢N3 w w- > N o °• U z o i -z G�i `vi zi El v U C x ej I° 8r v 3 C ✓ o C o V V F c M U T� L, '�` Ego9 owo E 4 m lm s @3 v 3m �.� 's•;su °° � n jjae w n°B rcrce i"o j.S3 N; a f z&&\�z�2m�xa9BE 8,� , iii f�;2 v in ' :'�'.`'�` :�. Wiz' 8 in3`Y<4rc$�F=��ina ,nom �m nE �ozz =z S_ A_ �Ya°c�c°� .9 a II it I, � I c ,I IjI ,IIIA N 000 • Y O ® acc M zcnc.nns �v� ` ,+i•zssz 2 3.Zf•OCAON ,SL'964 M„6MMOS ,9Z't£6 3,Z4,0£.00N �vq o o P ------------- 1 12 as h o i -z G�i `vi zi In IR v = en h D n !s In co .00 B W W' 01M'A z 12 %Y J QIn < o M a z Z Z .O W y t� �p � M 0 O N 0] �r Z � EL EL R$77 co z V Z .O oT 'S r4 U) rd ro � R$77 nn Q J W E4 R R R Com' m 8 a o a F` g$$ 1 e '.� b r b •Cry a b g 3$ 8$$$ 1 1 1 ,11 N« ,06'8££ M.Z£ MOOS m O N� M ,l5'LOZ .Bf'lft _SC9£ ,00_001_ "____________---_-______-_a-------------- ____ ' o• T T- 1- w II J x O z - m Z � �O �<cc ; To, V) i• S , W z a i 1 ____________� 1____ll ILL _ T ,00'001 ___ j W ,Z0'99Z o `. 'G� fa e . f o� ; in A1.6Y,0£A05 to rips, " 0 ,1 m any uo�w6y •N `^ I � � � n 11 L,$9 `� aP E�~ ; � � A:iiouOS � $ �F.. ��rcwz° ' L G0 .ZO'99Z A1.6Y,OCAO$ 1 , �wBJ= M rte v / M1 n'rll t<,IZ j rAl69-1-5 "s roa a � � I' la• �N � � m i � � V __-________,9t zsz______________l__Es�� ---------3.Zf,0£AON____________ 11 Is d c� 4 Eaa '1 i �n �8.5' r�7 m 1 , , 18.5', %€-Fpp•m 1. n m -T- ------ 1 I 1 `� M , 1 1 ,1 19•E - ' ^;1 _--946.50" - �1 q a VT 11 ot;� NNS, m 1 1 11'38.19•E� - OI 1, 6°cpz �a Nei 1tN'•,� , N 1;`_1,_.5,-'� T3�E! 1 8 El r I . 1, ; ' ; 1 ` , ll^10 g Sl°B$ Z 1aa4S , 1 N ; m 'Jh�� 1 � i _---___----.09'££Z---'---_-___—_�—___' S''�18.$ 1 i 'c3 E' ' - - " 19 11 Z •,;_________3.Zf,OfAON_____________ _____t 1 18 1 L,__ 511' -------- ( ; ---14"1.8 M to N m � o .0 N V d � O � (n '8 nt��nTT � R$77 nn A, m 8 a o a F` g$$ N b '.� b r b •Cry a b g 3$ 8$$$ o o a b o g N« ,06'8££ M.Z£ MOOS m O N� M ,l5'LOZ .Bf'lft _SC9£ ,00_001_ "____________---_-______-_a-------------- ____ ' o• T T- 1- w II J x O z - m Z � �O �<cc ; To, V) i• S , W z a i 1 ____________� 1____ll ILL _ T ,00'001 ___ j W ,Z0'99Z o `. 'G� fa e . f o� ; in A1.6Y,0£A05 to rips, " 0 ,1 m any uo�w6y •N `^ I � � � n 11 L,$9 `� aP E�~ ; � � A:iiouOS � $ �F.. ��rcwz° ' L G0 .ZO'99Z A1.6Y,OCAO$ 1 , �wBJ= M rte v / M1 n'rll t<,IZ j rAl69-1-5 "s roa a � � I' la• �N � � m i � � V __-________,9t zsz______________l__Es�� ---------3.Zf,0£AON____________ 11 Is d c� 4 Eaa '1 i �n �8.5' r�7 m 1 , , 18.5', %€-Fpp•m 1. n m -T- ------ 1 I 1 `� M , 1 1 ,1 19•E - ' ^;1 _--946.50" - �1 q a VT 11 ot;� NNS, m 1 1 11'38.19•E� - OI 1, 6°cpz �a Nei 1tN'•,� , N 1;`_1,_.5,-'� T3�E! 1 8 El r I . 1, ; ' ; 1 ` , ll^10 g Sl°B$ Z 1aa4S , 1 N ; m 'Jh�� 1 � i _---___----.09'££Z---'---_-___—_�—___' S''�18.$ 1 i 'c3 E' ' - - " 19 11 Z •,;_________3.Zf,OfAON_____________ _____t 1 18 1 L,__ 511' -------- ( ; ---14"1.8 M to N m � o .0 N V d � O � (n yJ ORd o Ld l0 N , bd Q gi 8 ___•• c a _ _ H n E ~ b z m e m s N m _ _= Z m p°1i y° o o a o I , _ _511'3B'19�E-- - �- - 141.50'_" n m1 ' ' mn o t,; r d ,< f 21p. -t\3• to lO W to dC \ , MAI o' rvn o \ -00 M,hz y39� _ _ M it j1�✓�\ N i'n �., �n ' \� - �- --_182.69 m `, � N M � N • 6.19' 9 H , I" 'r 18.5"16.5' g`' L7 can^°"113g 1 18 h o I m .1 204.60.69 ' /O ZO 'j �m N 13819 ?20.69• 1 063.54' Y i _ �_ �, Z "peer Pve.M AAA .3g'19'N1000' ' - _ = -- o--- r . of �y �p11an y}- 1 N m /-7Z/T N' 70.00 1 __( 11 y xIE;- Ur t0 s, i orB� � _m s yy,3� m •m o oa I - i;m ti > • � .�'1,rd' a o m 8' N ,, Y -� a x 'f f(' \,Ir..s m Q, \ me EWm 'f ri , m G ' \,r rp•J a \ ed r+ \ \ i •N to A i N J----' -- - 811.00 N ' - ,6t'BL • i(�-�'"-70.07' S11.3g 19'E 40'E M.lS,9f.fOS s09.O8 3 V 1 ! 1 � N11'2133� � e J j 7 4015 ° N04 34'56"W ;' 1 4LZS.LOAOS '£tt m 6 s0802'28�E M,OZ,{£,gam SOC1.31' E 94.00' :00-Z9 81.31' 46.66' 65• 52,3 _62.62:___i ` I i _____i __ Z9 60AY____ 1 48.34' ' I I I 1 ' Ij ,1 5 0 N N O .N ^` W I 5:' i m �sYyy m 1O n un m a0 % c,4 � b o Mt gi Ewo Z 7lrcwnz mI Ir -r S m •im0 ` � i �-�� '0t ISS 1 i 10'— 1 17 Ci 'p m +. - �. •�•� tai .01--i I 10'�-- ------ r- m eLJ ,` NI ' j o N , , ml ----------- L--- - _ --- --- --- n I y T i 0� L________ 67.90' 19.08' 54.48' 0 c7 $ c3 '69.78' ro ! I ,ot--i NO3.25'29'Y/ 269.80' m �8 o tg I II'" I I 10 NO3'25'29'W 269.21__-__ ______ L _5 ' iU m _ _ m M C5 m C4 N. Exeter PI. to ,99'09 J ,90'OfJ /p-- in NO3'25'29'W 279.92' _- d 60.01' 48.72' jN g ,46'06 3.Zf,0£.00N 1\1� 0�0 49.37' 59.91 �,- _ _ �7__- i. Cl ` J 50.12' a - , 0, Fq 'c ,68'901 3,Zf,0£.00N -__ _� , ; !°� r ,19'09 r 00'OS , \ �'22[J 011 --� g = ,o,.-•� ,o.�l r5 ,o' I l_____ I I '_____l_ I I` /� ' I .OI --I , #m I l s� Vi 1 g 1° 1 1•S^� t 1• �:L_ �- O_ 1 I O ;I "E9 p iV et'„ •O N-Y`quRm°zN 0 r' m U°vUpp3 sg� tmm E€ T a t•--,5 I 1 -"WR Im h ' j^,g �_' °f0 T KPw °g b " V1 1N .01� r -;fie♦ 1 n N M I u'ia „gi 1 °u 1 `1'\ m pI d p�y----1-- - ° m o z n u rn %ow"O I O b, T N iz - I i m T $ m 'Z I -•--'s i 9o'zz9 ' t"�____________+ x.23' o r -S ' AI I x......s i _ 67.13' o jsog\400'E.-I I.-.— a �._._.-. _._._ �"._ _._� -._ _._! .w-87.39=.- _ _._._. -._._. ....... _ -9 - ♦7.63' ; .ol-I I-- I -_1_J '- _____� _-52.25' 495.02' o 1 i 1 50.35' N0612.05'W�- E______--- 62.43' Eol ,.-___�-� 50.35' c°1""'0n 496.19' N. Block cut Rd* m h C6 ,00'09 S9'lZ 26.35 _ k06'12_OS'W _ _ _ _ _ - - _ _ �-lt d r _--------- -._ _ _ _ _._ _._ _ drag 3.7m r� N_p61_2'054.33'- ,f>TLf.Y' 3,Zf.0£AON ,f1'fLZ _.-. N.<m 9Z -W6 3°Z4,0£.00N dfd ink`n D b a m r m� Y ry+ ro Y � o` rd 'm^ v`i b b N h n •- ° & 1 A m g$ R� S� 3 S R g S 0 0 S 0 G 8 6 m W 0 N W .+L«11�� S V O.O w m SL'96* M.64,0£.00S 0aI .00'01 ' 00'02 00'08 -- -1_______-____�I-------------- T -----------------------------, E a i I I i o a V I r m � iI N � H� a ' • W ySi. N iv x�3' m T M to ro N I Z ry N M 1n w UO MF N W I Y to + m r €�`9r i h 1 1 U' O T m 5_-2,i i ; Z a•- O o j i aWu4 I , I i N W 8 m m of of r ,01 , m a s –a ODZ 0- � - -------- o 1 - 1---� _ L _ ----- Spg39'39�E .00'08 ,00'09 �R ,00'OOL .Z6'6£ ,9L'f4L 3.Bi,0£AON $ 1g' 60.13'. in t.zo.ggz M.6f,0£AOS $ m I •eny uouw6y •N o.�� sJ \ p ,Z9'921 NMIX.00S OR !2 —M� N j---zo•sez M.6fA¢AOS. -,qW \ gu uowwoo ci y� m « ,ZO'98Z M.6f,0£AOS ; 1 Lr m • �a of v> o �+� ='),I- d� n o� C �1A �. . 0y� I---------9VOL 3.6f,0£.00—N(f(_J_r_, Z ` Z o" 01 m 1 0 m e c �a li3 z 1� i W�' " 2s!o� I . `p N mi f` 1s z z� N N N 1_J___,f£•lf h____________ 1 _.�_,V�6f, AOS-__________ oto' i In 3 , ______________.,g9'6f h-----�-�- 1 p 18.5. 18.5' i ------------ Z A 0 I 1 1'4-% _ _%•142.50"--j `, $O1 04 1111 1 13 O%141.58%- i� i 0] C4, o t 1138' �� w %%� _%,/42.50,-_ ��j-' ;y 11 oN r jl$7 w - $ 1� m111 m W ' to11 di M I _7-N11 50 -------- l 1 d , �° a J C-4 N H "'-'l j -_142. o; X 1 1 a om 1 1, 1 JJJ 1 `§cEwa ,� 1 $ Ct. N1 N E .o E MwvSi z° 111 1 om toUI L 4 - r,,11'3519�E-_^ % N Sn 1 ` _ j 1 tN t 1 L%i j-------- - -+ nln m � o � •o~ 13'1 $ 1 1%` w 141.58'% .tel _.. _..�..T u1 l,3 z 1..45._.. �.. �.. _.. '..L.. •.��._.. _. _.._.. �.._.._.. _..—.i_ — A9 e- %-141.09`— '------------ � inn 8 1 b b b b N it h N b 9 m w 0 m w I f/1 of x G- E w �_ o o •- o 0 2°y LY€Nv9�IE o u m O O z d m m« " r° E u W a' � oy sacoit�" IL _ OR v°'Jo o`oaE�Eoa N m uW MM N oa r«oo mEoom-- E E E E �v`2 nOc Er us mo o€ c c c U_ c o.E `ou g72 E O 38 a-EE CIS Z .0 w of ri c m m r m m o •� V) rd A r � Ul W o< o o UEO N o P cpm na.Q E� Q� � $E N O [.L[. `M4 mN c� c E 3 t4 rcn 0�z E °rnoC Oc vbt ��c��$ o U •�°-`° ars E cc E= 0 90�'°p0o c a eov Qg$"g „�• w b c� _ o m9 $n $ os 6 - 0 5 n$ 3016 ° me o'o 'oo E _n boa 3�o c�a Lov n°n°. wo'E .n n i NE a� ° �_oSY°i ooN ci rcoE aoYaa.6 c y 6.6 7 vU o; o°c° my°r o"oa"gg" o O.�4a a• t mou 30 .R c."° a. M� 4: nzm 0_�N P N FO O� c ocn v Ea a uEaEs °ccBccc o cc 8E s.`0mZtiouz12 Mo € n e a r •o b coEE$ O �o° a Ulm (� .n•>Ny N N nooEZ '-o Ny :e -;N 6_v=O �$ jyy rp 4 [VI pN m Z C4 li 4 6 6 IZ m O CI LL N6NO�FCC 4 C O� W� m 0 0 ORo n B ° °0 C u Z N z �.t Z Ey °K�� M.��• x u N o3'0 —a3 2'3 ut N o v r W Y$�co d IE 0 g U _ o E W om _F_ a `oz z. 'o;B O riono o WEH. LU 3i `E v- ozu°Ls; U o to 0 A o E I og o eos oa o s s v T s0 a oE « 2:5 mZ « « TaE ° o ,9 0 0- o E 0 Y C G U ucB Eu W° :s o o fi E 9 v° ° A Cc .�°. I u°Ti v� o v«o dr° co mo$J mp `a_ oN 0u `oE z I€000$coE o$ 3 v`YTosm°o orn '�cnmNi .Lo. a9cESE ° u $zgg c E °Eo5izxaE °0Ec$�.rs�ox=oO 'o 0 lo wo oa 3o�oc c i• c °o. °n' ° o c «v•r-'�`0 3z I F S `o nc�E E x �1� OO 'o'O o •D v (� 2rc V p u Z o I m « 'C C u W Oc N O (V I f 6 C N C ^ G Z .O v9 a ¢oz a`o E a L`o°� �'� 3 Hora�O 5 E v oo =m° E z : - O o -000.5-$ ' E EO $ Eo = �L'> a o f --` z�B Y oR c 5g `=o•;�� 3 3 o c 2m m °�B n u �� = Q b o a°`s°Oo z° •'. «3� i °h N L ««°, m° rn v o`«a'Oi�o:«E" 1"i N N ��((�� •(J' On N n T °�C �N 00 G 2.5 EE A = N C C = 3 V o f •Y -i `o 'o- 0 oi' r°i c 0 0B - ooa To r E av Bn gu R °� E F z€ _ L 0 o� � go u Q o oo' �a 8 t « II o ° z °'^ o 'C Y 4n4 . u M vo $ m Dos EOc \ « rs0 `oE o 00 a m�« u nro o vo 0» 5 v$ "g tz ; 0dT ^ 1;E ° °c 0� o o a$E �O 2 `3 z ;« moIf i E� W °uo ° �oe00—u-ooe'•oLo j m ..c1i T m o mBaw-'�°acu��B •E _o W = E B E'^:^- �� E 3 ww0 nno '��N�:jN ONNN NN ON VNN N n°�BC rL"I - 3„0 �i 3.s.s.s 5,="«fid d Ed .N ocn. "E2 N�..� C-' $_o o Ya aaaOiaa aa`o �zzzzz°z6z c ozd •zzoz cz° ozz° dz° ,. w �B mixo io `o =oc`o b' '..2 .52 w`o_ zc �« " 3o sE s.o m T £v Eons or Om c Ea °'a ««««M«««��2°' o ° .o° ° ,,`o_ `o_ o `«o �c°mz mzV I I `o '^Occ� m. -Ta `o ° c o°o�`0 ?$. c.s °ozn.^ °t'0 p•o:`S_:j '°°:w oca �o v I"ac �c'..xL=E ¢°�o 00 0`00•. oo:€:s$9.oS Ss o•s zSi 2 _ ogE mJ$ Eo. o`^ v `o° o a= B•-'- M:d•s$•-B $'-:s• a.c.Q St..' Sl oc Y, �v �o a W c $ �$a�aa �B B 2 sm m� 3 .0 o `3 CCCCCCC co� NNmNV y ON mNm omy°NBm t J O O =O; �Y$O_OVc n0 C;L€ € Em 3o m€GGE E m o 0— Y Y O c «V° -B O .9 -E p u oLL o •h0 o333 .333 �S s0?E ELL€€ia •v€€li p4 o€ g EE «�'_u ,U( « aCo C$EEm�t`Eca " T c =`•i 13FI 1I- 1°iLLii 440Q1°LLLL la oLL� LLLLIi «2 °.... m �l ° ° x �� ti� O -o - I II uC ° Yi NU0 m n31?20ocnmm Z OTf 00 U o oylltit oyl lso � �Q�E 0, to `g~e e o 80c$E T i F, o ;•c •c •c i'.•c'�c rnM.0`o 0 0--..S- 5, o0 Lo u O o 0 0 !? A.`x£s000ssov°ao° rt�v av°Bu°ort�u E €aa E o =0 =oi44 L'3 B, r3'r�oo'Yno'o=o �'=`$�'."v' «c`�� 1". .22 sou €g c$--0.°,n90$.°S��ooa$LBS$Bo«.8oB�B«B'rBg$B 0 s°=�� u� c •.w .°-«««Y«acro.$«««Y«Y «rte^, L°,E«rr°t««o«z«�«« « 00va p$= ._ E �u uo, « n nc EO v co «« «E oo N00000 cooBc000cc.00tococwo E E_ 0- o-o000003'o 0000a'000wu°0 °u0 0-000 -C c^ .-o 72 3 E n as 9 ns n$ o= u InBO�B� E 8$80888 "080 0 80 °Eo 8 8 �9" L'.o.. o bx �n a o ur F F w g E 80 g i80. �$o�€ z«m oo 4M �mmM mu omo m" o co=a C oL 33 pp• ONNm�O�(MpN�OI I�ONN�M.-m C0O1i�n p0 0. (D e °Pa0 O� f° E�EE'>;Yo 3 �n��T NnN M Omts^MhnmM 0 0' N }M O OO Gnm 3 n `B pN «O� .4= s ° c -I't of z et ui o5 oS �.i wi ui ° ° Q ^ «N P^MGOm NNrdO NN�m.-d'.-O.�O nONf'1fIN }� o Oi T.�otVC °E O Y O.-NOMOMINM♦.-Y'.-NY.-'.Y ,o��Of N�,oNwmOOm � TOO H9 � O�O 3f 'Q gCNaOF w G N d° c T b J. i0 m .-' v'P° a +, E" r g M N a.-M�nMe�lMN�tV �ON�J NMfMII .-'N OMI m.00Nb�1 -Mp y ENO Tp OGO'OO {C{Jl S« cb �f0r to- bin to to �E; robin �2o :-b�Om�' m' vYH_y i vi ms y2� `og o nnnmmnnn mom n.-nmd.-i•.nn�i�ro�oN°,oE o_E 2' S 2 z Z Z Z Z Z z Z m m Z Z Z m m m m N N m m m m .- 2 O O O a� T 8° E_ ��333883E�33��E8388a�3gggg8gg�sg ocL� . Em� Jld 0 s �«oz?;° KE z° 8 U !20: aS 3€€€€€ `oma■ __� Q my o«a'gszW's«S § < §| kk k7! }k a B § ^ \d ! ) L !` 6 ( , 015,0 7 ZR ® T- \ , 3 g e 3 !r e| |) 7® % q »!| 2ƒ ! o ! ! ° ` , \ �� ) �$ 2 F $22 )k 16 / «meq^ f = ° a "6 qq ! \'� ,l,f��]j # c o 3 ! AG§ ! /!J!]!!z ! rn /� ƒ rd A � � R < § a n § |,! ! q\B : 2 !!& f ) H $mo { ® \ !iv 15,; kms\ meq � I �! ,. § ^.r■ r );,, r § ! 0,! | !|; � ,!{' % 2 Z. �� ! � ƒ\ �_ � ®## ! ■ ®/,° ! 3 ! k {| \ $! ` ) /ff k k |t }j CL E |/ . G < # e ! < G a! <.# | <_�� 2 '-:j &;G) r -i- to �m (7 NmN'�... m fnm �o < — tom 91z Qr�m mon m?o� C7 F m D o�Q9 m gu'Q°i m Z mN o�u,m m g m Z Z 1 3 M M ym c M m f7 % cn N - M m C*) -i N. B n � rn = D -n M rn w D D z z o >n � n n rn O-° C y z z D O ° =z O r' e TREE FARM SUBDIVISION G R E E Y' P I C K E T T O PHASE 3 f ,�� landscape architecture! community design 3 (D r r r r r r 00V W WOO W A if P N _ m m -i Z m X CD dm�m q p ¢ not �. 66M.-3 n l�g'g4,3g�a� z Djg.i 4aOo e '�R=i pMi -ono o° "aos a° o ;'F-aR�-F �o�� a°_€ °_ s£�So �q=s �s='Afg=fF� zg o �o° a = Mg- X�Jjgiidf 'sag= O '�$ m Ro` €�- o i 4q a°° _ =€E ° Z _ no of-°€ -� F 9 $ _a8 2 �� F= Ol HAM., E ;_ �p2 €g�Fa 9€gpa L'e 8S .03 s $ 84$ xFj,m. o IOU HP IM d o umiH �61 �7�1 zgR?�Qf �f 3, IN PH 99- u OR °MRa¢ 8 aS � �z 50 ��g AN g 9 �$ eN TREE FARM SUBDIVISION PHASE 3 a M oa GREEY�'�,PICKETT k �s� l°ndscope archite°tu rc,community tleslAn fi i 4o-- mg � p8 Y L - 3 a M oa GREEY�'�,PICKETT k �s� l°ndscope archite°tu rc,community tleslAn fin°s o ®°� o ° I It Jul 11 [if if if 11 111 if I g e a 9 e a'8 99� d s d e s e se d d d d dela a R -a a 9E 9d� E E E E it E E E E E E E E Eo TREE FARM SUBDIVISION PHASE GREEY'',PICKETT landscape architecture , community d� --I 70 r rn D -n ZD o� D "' ""0c rn10 W < D in 'o 'O Di m N rn w 5 gn ■ is F 9 10 -MI W, i . . I . -1800 - �, 9.* L6f . — ... I I . . 0 . 0 1 10up pug U 'f M Roil Hill' 1, 0, .... M. Mll Ill f I in I I I I US M i of iq ;j I, ji j� ..:a - - " a. 3 ....... 4 - - - - TREE FARM SUBDIVISION G RE EYPICKET landscape architecture I community design P-81 IM132411Q.-.01MR2 p �86IZ4 TREE FARM SUBDIVISION G RE EYPICKET landscape architecture I community design 7 N RI ACK CAT ROAD MATCHLINE SEE SHEET L3.3 +e° @Oo°° ®o®® ag ®mm p° yrxN a e e e a ��e s i i a ae a e e a a a i a"1e s e�6ge a�ae3g e E E E E H It 11 R pp I fill E f E E E r TREE FARM SUBDIVISION G R E E Y PICKET T i (ands architecture'. community PHASE 3 `°P` Y design MATCHLINE SEE SHEET L3.2 C C ® ® �Im o 2tG6IH F IE fill III 6g E 6 s E E Eg E E E E E E E E �a ■ TREE FARM SUBDIVISION •� °� z • —chile GR E E Y PICKET T PHASE9 landscape httectur community design l L q£i n%° g W y e o z;�°G� $ iP �i x g � B N M£ C I z � m m 3 6 I�jgoo m Q a � lQ ° - A l L q£i A C �S� � n ti Q. EE F i � B M£ o z � m m 3 6 m Q lQ v Q V = TREE FARM SUBDIVISION PHASE 3 G s H m CL C O Q Rig ;2" 'O � F�;gsF mSg�S� MURo m= �— A 0 G R E E Y P I C K E T T o r landscape architecture comm un i t y des ign y e EE F a o ��yg5 ywy A 0 G R E E Y P I C K E T T o r landscape architecture comm un i t y des ign y e a $$' o aaIag $ Ig e ag3 e I° a s ° oo a e�° a ads a 3�� o a g ' e A- y o $a EA"�$ g °a cg ag- s 9 a 5a e s > m $° a s Yg s3aaE $salad°°at,Y=i@P s a Baa a Y$ sa Q a4aag '4I a ag'gRa o a!',�,sa# l as g a a s7 a aa$.a d9 y z�- baa $° qq gg 83gggqq S yy$ o IR 411 3888 a- a as a °a-8 33�a °"68 59 $a 8a6# a ¢ � � saE - '4 ' $° a s _ a e 8 eE4 s bra- A % 9a$ '�° ' 6Rg RR g6$`9g4a°$ �$ $s a a ° Isi a fiI ¢ s a A o x p � ga9 a �a g4 �s 3Se � 5 , �a_S$_� Ey� as o $$as H aI2 5 0 i a E q9q a $" 3338 w� t3 O °ggA p M. a 5 y gR°B 3 85 s 338 ga 8�F8F8gLY g a Sg D abaa IN b a A R-Rj w �$ a is $ s :� g� € a u I sa a P$ a$ °� g sas b A z glad s°'a° g sa -s s , s alai°a- € �^ s o a s'8;8a"s� a Ea4- 3 iff $a4 1s a R 4 g 4 E° gg N 3_'° 4 a 3% sa 4 Hs a �°°N3g� R .a -g.. a ig 4 f F3 to isss¢ a Y:s a �a 5 3- $ o 10a H UN a � S sa sn E a ; � ui 9 �� a $ � �e°s x;$a" $a s - I e' S8 8 4 S `o ar v qai &y °°� ,.° £ a " ET 90 = 8° o E. I ° a a° $ $$ g § a 4 s 6 As "$4$ e3a�$a.I ag s s4 » B a°g; s 3g o y. al, g8 o % Y- $"� a s HIP HIM 8 S a Sa S% a� P $A Si a S Ia m a z aaa¢ �£ a g s_' s g4 a° a3a pgz3°igga 3 a ° $ yy 84g %s,s% n o° $ a$ �� 6� v� ��2 %yg°3 �_ g�S$�gR ¢3yi- �j �R $_S� gg � �� gg33 pa N g 8 �$ �� °a �- 3§a S§ �3�iv $og 3 e1� a ° °� °°& Es¢838a° i g s°' °a °�geaR� zg3 ,� 4a 4 Al $ ae 99 i IV -e as"- a EE a� $_ 3a° a t 9 a o a 4 s-8 €s 3� r a8 �° %3+=q u a& 8¢ag'4g a a da o $ s a 8 a g ° a 3� FZ aAa $ w 9�l 4 '68 ra ix8 a a $ s i 2 m g Qa°3 g as as §A_+°° 3 s�, s_aa A ya6g$ I % e4 za g�3g ax: $as F ¢ % a s s$ gg > ° .I 8�a a Y° a a an $F aa� g s Ig g gIa saNs' a$ asa$ $a$ f 3g8gsr a _g'a ge" e= 8a av ¢ 13 > &aa s88a3 $$ eaI�s a�g� # $ryawesS $Iaa j;�$_s; °sa �e �a� �s$f 1� 3g=1agaeSd�$= a3s�s g� §gaeg§��I ra o a g l �a¢�4°x s R Fa "E ;s 11 z= °A E gaR asaas g iapts I aE Is ag iIy� Q _e�E c 3 _ a �y A ga g a aae$ 3 i° ¢ as If � o g��ogR �� s � �� aas1D a �g �gR %� S N§ g a S°' a a a aa-° a m g $a ? e a° as iao a$ o O a s a= e- a -a i 3 APs %ao a=asg' a a s �a=o- s o3 s'a z F �Ya a 9 5 Han 8 1 , 3$a_ Y ¢$ $ [lid a° s^ s a3 g g S _ e g e a 833 o s g- �88e' A S4 8 $sa a � a a� „sas a gs a $ i s 3 �a$� QYa � e s a � ' ags 5$g.1 1' l 3 fg% oa!a! g �' g= a6��_�g � �° '�$ �a ft- g° 3 3Asc°° ea a E 3ey3 'a Jg sg $ a8§s>,gg a o5 eaa slaa83 a a will Ti If ¢egg a°8 egn8,b'88 g3ja4 P s all yl gig_ ao '1 a 5,13 a q n° z min a$1�a�� a �_ �1 a a 8 ; a� gill a? $ 9 a3a8a u n xg'3 $a $ aaa�ygs aAg e�aa° � Win g4 d �ggaaEog$ jggff8 ss°�1 lag s$a M is Yall YD° 6 v �ag_4 E i3 3a8$ 4 'i ig a a $ !if if $sgs>a4 u3 a ¢ n sJ e sI1$ jas= 1 °� Rg^, a s� $s >D gra A$ a°- ggppy & g 843 b".;ym Y a g $ - 9 $ do- 8 ° §,p L� 3Ao a 3n 3aT Pa °>m g 3 a 8 q d°° g a ¢8'S R e@ g a $ % 8aSa8-� p R%s8g Aa g a a3 8 ;"_°A$7 g g��a5gykp �" as gg �8 �$ sy g F �' �ga°� H ' aY A 5 8 �- ¢$4 as °'k 3"§' §8 Y° A �4 a° $ 4e S' as3 > g� 1gs�g ggggQ dE pa a�9g a° - ao q 44d °+ N A X23§" p °3 q q$ sad z aaA="-$ 3 4ga s ¢ a' 3s' s8xs 8 B_ aggaS2 %- as s- $ leg; $ a g 8g 8_ F Fg�a£A°�° $ Y a a 3tlu S& $ 3§§ g$gAga,_ a� 3s a ga' s E r g o 3g y 8ta g �sa & ! 'gs �g $a �� a3` � a 3a z 3r 4 $ a BA y`o Y � ; x as i gs $ g $° �� $E a aasg f g . +ng$Qa �, � 1 I i ag sa a' a iea3- - sa § ¢ s s a a a a$ pp ag�- 3gFe �°�3 Sgglpp$ �%$ % aa 11 a gg "a dal 9aoae g e 4 g ata+°$ 9$ aRa z H' tai=8 gR$ d$I� a G) ¢ �9-a a s aaa.. 3a a 3aa A�Q�s� e 8}g @g TREE FARM SUBDIVISION �4�77 e � Q� GREEY P I C K E T T m PHASES to ndscape a hitecture com monity tles(gn