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.-- CITY CLERK FILE CHECKLIST Project Name: Oakcreek Contact Name: Becky McKay Date Received from Planning and Zoning Department: Planning and Zoning Level: Transmittals to agencies and others: Notice to newspaper with publish dates: ❑ Certifieds to property owners: File No. PP 08-003 Phone: 938-0980 Hearing Date: 19-May-08 April 9, 2008 June 5, 2008 April 14, 2008 2-Jun-08 ❑ Planning and Zoning Commission Recommendation: Approve ❑ Deny Notes: -�v 7-17-0 -�2 /_ City Council Level: Hearing Date: /6 7--Q9' ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: and ❑ Certifieds to property owners: ❑ City Council Action: Approve ❑ Deny ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: !� Approved by Council: Copies Disbursed: ,z Findings Recorded Development Agreement: ❑ Sent for signatures: ❑ Signed b II part es: ❑ Approve y Cou cil: ❑ Recorded: I ❑ Copies Disb rse 10-2rsl-0 Ordinance No. Resolution No. ❑ Approved by ouncil: ❑ Recorded: Deadline: 10 days ❑ Published in newspaper: ❑ Copies Disbursed: Notes: Resolutl— OngnalRMICopy CaM Minutenook Copy R./Copy Cart Ciy Clan, City Engineer Ciy Prome .11111 mey SrorX ii Codfiers Pr,ject File Deputy Clerk Copy Ras, On9inal Cert ACM County (CPAs) Applicant(nonCP/k) Recordird OrOnanoea: Original Minute000k Copies m: Ciy Cleric SM. Tax Comm. Sroro Treasurer. A.u6ror. Asessor S%rh.g Coafi— CltyAlromey Clly Engineer Ciy Planner Project file AAPXcent(if appl.) Deputyy Crork Fhdnps / Ortlers: Onwel Minuhibnk Copies!, Ai, h—t Projectfile Ciy Engineer Ciy Planner Ciy Afiomey Cepuy Clerk Record Vacatlon Flndnpe " Record Development Agraemente: Original Fireproof File C,pies ro:App" I Project file Ciy Engneer City plemer Ciy Aiiomey Depuy Clerk Ilil llll I pIII�IIIII' nnnlllll IPI IIIIIII��II ��� II� � �Ilr'' IIIIIIIIIIIn,,,,• �'I ,II����II ,I� ,�I�g11 ,,,,,�III�DV ,..I IL.. ,III„lid �,,, �� ..II IU .III I , CpII;:, I 0 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN I'Vi T.i[il f,Wiilkgr 4;::t,wR.unir.:i'I d'6rl4:1!n•nI;uii:1, rs. 8,e lth Bi r{i Joe Borton Charles Rountree David Zaremba To insure 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 Attn: Jaycee Holman, City Clerk, by: May 29, 2008 Transmittal Date: April 14, 2008 File No.: AZ 08-004 & PP 08- 003 Hearing Date: June 5, 2008 Request: Public Hearing -AZ of 318.74 acres from RUT to R-4 (69.72 acres), R-8 (192.20 acres) and R-15 (56.82 acres) zones and Preliminary Plat approvalof 139 lots including: 118 residential lots & 21 common lots on 30.72 acres in the proposed R-8 zoning district for Oakcreek By: Norpac, LLC Location of Property or Project: east of N. McDermott Rd, west of N. Black Cat Rd, south of Chinden Blvd & north of Ustick Rd, including the SE and NE corners of W. McMillan Rd & N. McDermott Rd; and near the SWC of W. McMillan Rd and N. Black Cat Rd Joe Marshall (No FP) David Moe (No FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department Sewer Department Sanitary Services (No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FP/PP/SHP only) Ada County Highway District Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Bureau of Reclamation (FP/PP/SHP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642 Phnnc 7nR_RRR_AAg1 ♦Pov 7nR_RRR_A')9 S2 ♦ unenei morirlinnni4 i nrn Hearing Date: June 5, 2008 Praject Name: Oakcreek File No.: AZ-08-004 l:equest: Annexation and Zoning of 318.74 acres from Ada County RUT to R-4 (Medium -low Density Residential) (69.72 acres), R-8 (Medium Density Residential) (192.20 acres) and R-15 (Medium -high Density Residential) (56.82) by Norpac, LLC File No.: PP-08-003 Request: Preliminary Plat approval of 139 lots including: 118 residential lots, and 21 common lots on 30.72 acres in the proposed R-8 zoning district by Norpac, LLC Location: Generally East of N. McDermott Road, West of N. Black Cat Road, South of Chinden Boulevard and North of Ustick Road including the southeast and northeast corners of W. McMillan Road and N. McDermott Road; and near the southwest corner of W. McMillan Road and N. Black Cat Road, in Sections 28 and 33, TAN., R.1 W. r. f V E ,OFF 0 CITY OF MERIDIAN CITY CLERK 0F:Ft rE I q is rr ae ��. k! !! :1� Plannin Inn}io.- <�,.T COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) 0 Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑Conditional Use Permit ❑ Conditional Use Permit Modification ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development 0 Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other STAFF USE ONLY: File number(s): ,010 Project name: 0* kc/'-eeA Date filed: 2-13 a 0• Date com Ie: 3 7 Assigned Planner: SON.f Related files: Hearing date: " 17 d0T K Commission ❑ Council Applicant Information Applicant name: Coleman Communities Inc. Phone: (208) 939-9135 Applicant address: 1025 S. Bridgeway Place Suite 280 Eagle ID Zip: 83616 Applicant's interest in property: ❑Own ❑ Rent ❑Optioned 0 Other Development company of owner Owner name: Norpac, LLC Phone: (208) 939-9135 Owner address: 1025 S. Bridgeway Place Suite 280 Eagle ID Zip: 83616 Agent name (e.g., architect, engineer, developer, representative): Becky McKay, Planner Firm name: Engineering Solutions, LLP Phone: (208) 938-0980 Address: 1029 N. Rosario Street Suite 100 Meridian ID Zip: 83642 Primary contact is: ❑ Applicant ❑ Owner 0 Agent ❑ Other Contact name: Becky McKay Phone: (208) 938-0980 E-mail: es-beck�rn a awest.net Fax: (208) 938-0941 Subject Property Information Location/street address: See Attached Vicinity Map Assessor's parcel number(s): _SO428131610. SO428143240 SO4284200000 S0478314850 SO428336900 SO428336600 SO428336025 50428336400 04332230000 an 5043 110 40 Township, range, section: TAN., RAW., Sections 28 and 33 Total acreage: 318.74 Current land use: Agricultural Current zoning district: RUT 660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: %�w%k.meridiancit,.ore 1 .P'rojett Description Project/subdivision name: Oakcreek Subdivision General description of proposed project/request: Requests for: Annexation and Zoning from RUT to: R 4 for 69.72 acres; R-8 for 192.20 acres; and R-15 for 56.82 acres with a preliminary plat for 118 single-family lots on 30.72 acres Proposed zoning district(s): R-4 R-8 R-15 Acres of each zone proposed: 69.72 (R-4) 19220 (R-8)• and 56.82 (R 15) Type of use proposed (check all that apply): 0 Residential ❑Commercial ❑Office ❑ Industrial 0 Other Amenities provided with this development (if applicable):_ Pocket park with playground equipment and shelter Who will own & maintain the pressurized irrigation system in this development? TBD Which irrigation district does this property lie within? Settlers' Irrigation District Primary irrigation source: Creason Lateral Secondary: TBD Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): N/A Residential Project Summary (if applicable) Number of residential units: 118 Number of building lots: 118 Number of common and/or other lots: 21 Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: 2 or more Bedrooms: Minimum square footage of structure(s) (excl. garage): N/A Proposed building height: 35' Max. Minimum property size (s.f): 5,450 Average property size (s.f): 6,452 Gross density (DU/acre-total land): 3.84 Net density (DU/acre-excluding roads & alleys): 5.24 Percentage of open space provided: 16.47 Acreage of open space: 5.06 Percentage of useable open space: 10.03 (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): 3.08 pocket park w/shelter Type of dwelling(s) proposed: 0 Single-family ❑Townhomes ❑ Duplexes ❑Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: ti Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Thomas Coleman RP„rPcP„rar;.,o f,.r,,..,...... . Applicant signature Date: 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancity.org 2 i S ' IDL%, ki0 r j BUR\BEY i GROUP DESCRIPTION FOR ANNEXATION OAK CREEK SUBDIVISION 450 Eas['vN'aterto'w:�r ��t.. Suitc 150 Meridian, Idaho 836i2 Phone (208) 846-8570 Fax (208) 884-5399 December 13, 2007 A parcel of land located in the NE '/4 of the NE '/ and the NW '/ of the NW '/ of Section 33, the S'/2 of the NE'/ and the S Y2 of Section 28, all located in T. 4N., R.1 W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Northeast corner of the said Section 33 from which the East '/ corner of said Section 33 bears South 00°27'22" West, 2631.60 feet; thence along the East boundary of said Section 33 South 00°27'22" West, 169.00 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary South 00027'22" West, 626.39 feet; thence leaving said East boundary line South 89°08'23" West, 246.54 feet; thence South 06037'22" West, 308.30 feet; thence North 89°30'26" West, 1038.40 feet to a point on the West boundary line of the NE'/ of the NE'4 of said Section 33; thence along said West boundary line North 00°28'25" East, 1113.00 feet to the E1/16 corner of said Section 33; thence along the north boundary line said Section 33 North 89'16'45" West, 1317.68 feet to the N '/ corner of said Section 33; thence along said North boundary line North 89'16'49" West, 1317.62 feet to the W 1/16 corner of said Section 33; thence along the East boundary line of the NW'/4 of the NW'/ of said Section 33 South 00031'02" West, 1316.64 feet to the NW 1/16 corner of said Section 33; - thence along the South boundary line of the NW'/ of the NW'/ of said Section 33 North 89"17'19" West, 89.91 feet; thence leaving said South boundary line North 76°42'21 " West, 1259.37 feet to a point on the West boundary of said Section 33; thence along said West boundary line North 00°32'39" East, 1042.47 feet to the northwest corner of Section 33; tl"nernc--.e aloe ig h:i"ie VV'r st l.noc.nn'ndan" lir'nc.c:;�f , said °: , `l 315.38 feet: to the S "1/16 corner of said Section 28; I{. r lion �8 North f::)1 "O(1'42" East, thence along the North boundary line of the SW '/ of the SW '/ of said Section 33 South 89°18'59" East, 450.00 feet; thence leaving said North boundary line North 01 °00'42" East, 774.71 feet; thence North 89021'17" West, 450.00 feet to a point on the West boundary said Section 28; thence along said West boundary line North 01 °00'42" East, 540.97 feet to the W '/ corner of said Section 28; thence along the North boundary of said SW'/ South 89021'17" East, 1311.11 feet to the C-W 1/16 corner of said Section 28; thence along the East boundary line of the NW '/ of the SW '/ of said Section 28 South 00052'12" West, 16.99 feet; thence leaving said East boundary line South 89°14'34" East, 789.50 feet; thence North 64°03'54" East, 27.64 feet; thence South 86°53'48" East, 189.53 feet; thence North 89°14'51" East, 20.04 feet; thence South 70027'50" East, 25.64 feet; thence South 81 °00'03" East, 36.69 feet, thence South 88'50'13" East, 85.57 feet; thence South 86014'58" East, 63.62 feet; thence North 89'18'37" East, 45.49 feet; thence South 78°07'47" East, 19.68 feet; thence North 53005'44" East, 16.53 feet to a point on the East boundary line of the SW '/ of said Section 28; thence along said East boundary line North 00°43'42" East, 24.35 feet to the C'/ corner of said Section 28; thence along the West boundary line of the NE'/ of said Section 28 North 00043'58" East, 625.84 feet; tl-ienc:•::� So�.!tl, �, �;-,'58,..�,1:. t_,... ,, .,rr ¢I� z I .. _,---:7t, � �.d ��;1. 14 i:(::!et to a poin�. o � f.l e L_i� -L 'l of f.l^�ie SW 4 of the NE ;; of said Section 28; E ��-ir7dar,, li 7r thence along said East boundary line North 00036'34" East, 293.64 feet; thence South 89°31'36" East, 175.03 feet; thence South 00°28'24" West, 230.00 feet; thence South 89°31'36" East, 1136.30 feet to a point on the East boundary line of said. Section 28, said point also being on the existing Meridian City Limits boundary; thence along said East boundary line and said City Limits boundary South 00°29'02" West, 214.51 feet; thence leaving said East boundary line North 89020'59" West, 1312.34 feet to a point of the West boundary of the SE '/ of the NE '/ of said Section 28; thence along said West boundary line South 00°36'34" West, 215.00 feet to the C-E 1/16 corner of said Section 28; thence along the East boundary of the W % of the SE '/ of said Section 28 South 00°37'35" West, 2635.75 feet to the E 1/16 corner of said Section 28; thence along the South boundary of said Section 28 South 89'16'45" East, 1059.08 feet; thence leaving said South boundary line South 00°27'22" West, 169.00 feet; thence South 89016'45" East, 258.60 feet to the REAL POINT OF BEGINNING. Containing 318.75 acres, more or less. Y t ID/k1-Ir,.;t 1450 frith e `T 4t SU R'V E''IT' Suite 15U ram'- Meridian. Idaho 83642 5 GROUP -= Phone (208) 846-8570 Fax f208) 884-5399 December 13, 2007 DESCRIPTION FOR OAK CREEK SUBDIVISION A parcel of land located in the NE '/ of the NE '/ of Section 33, T. 4N., R.1 W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Northeast corner of the said Section 33 from which the East '/4 corner of said Section 33 bears South 00°27'22" West, 2631.60 feet; thence along the East boundary of said Section 33 South 00°27'22" West, 169.00 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary South 00027'22" West, 626.39 feet; thence leaving said East boundary line South 89008'23" West, 246.54 feet; thence South 06037'22" West, 308.30 feet; thence North 89030'26" West, 1038.40 feet to a point on the West boundary line of the NE'/ of the NE'/ of said Section 33; thence along said West boundary line North 00028'25" East, 1113.00 feet to the E1/16 corner of said Section 33; thence along the North boundary of said Section 33 South 89016'45" East, 1059.08 feet; thence leaving said South boundary line South 00027'22" West, 169.00 feet; thence South 89016'45" East, 258.60 feet to the REAL POINT OF BEGINNING. Containing 30.72 acres, more or less. FolIE BY t, EEB 2',2 2008 M W0R4C' Os �1C w-. DESCRIPTION FOR R-15 ZONE PROPOSED OAKCREEK SUBDIVISION January 25. 2008 Parcels of land located in the NW'/4 of the NW'/4 of Section 33 and in the SW'/4 of Section 28, T. 4N., RAW., B.M., Ada County, Idaho more particularly described as follows: PARCEL A Commencing at the Southwest corner of the said Section 28, from which the South '/4 corner of said Section 28 bears South 89'16'49" East, 2635.24 feet; thence along the South boundary line of the said Section 28 South 89016'49" East, 710.22 feet to the REAL POINT OF BEGINNING; thence North 01 °00'23" East, 867.66 feet; thence South 89017'44" East, 1920.93 feet; thence South 00044'11" West, 868.16 feet to a point on the South boundary line of the said Section 28; thence along said South boundary line North 89016'49" West, 1925.02 feet to the REAL POINT OF BEGINNING. Containing 38.31 acres, more or less. PARCEL B BEGINNING at the Northwest corner of the said Section 33, from which the North'/ corner of said Section 33 bears South 89'16'49" East, 2635.24 feet; thence along the North boundary line of the said Section 33 South 89016'49" East, 710.22 feet; thence South 00043'11" West, 158.47 feet to a point of curvature; thence 133.96 feet along the arc of a curve to the left, said curve having a radius of 900.00 feet, a delta angle of 08031'41 ", and a long chord bearing South 03°32'40" East, 133.84 feet to a point of reverse curvature; thence 174.94 feet along the arc of a curve to the right, said curve having a radius of 1200.00 feet, a delta angle of 08°21'09", and a long chord bearing South 03037'56" East, 174.78 feet to a point of tangency; thence South 00032'39" West, 376.24 feet to a point of curvature; thence 78.28 feet along the arc of a curve to the right, said curve having a radius of 400.00 feet, a delta angle of 11012'45", and a long chord bearing South 06°09'01' West, 78.15 feet to a point of tangency; 60307/60307-R15.DOC thence South 11 045'24" West, 277.00 feet, - thence North 76042'21" West, 687.45 feet to a point on the West boundary line of the said Section 33; thence along said West boundary line North 0°32'39" East, 1042.47 feet to the REAL POINT OF BEGINNING. Containing 18.51 acres, more or less. Total proposed R-15 area contains 56.82 acres, more or less. n VAL B�f Fig 2 Z 200� MERI�IAS D� �1C 60307/60307-R15.D0C J-9nuary 25, 2008 DESCRIPTION FOR R-8 ZONE PROPOSED OAKCREEK SUBDIVISION Parcels of land located in the NE '/4 of the NE %4 and in the NW '/4 of the NW'/4 of Section 33 and in the S '/z of Section 28, T. 4N., RAW., B.M., Ada County, Idaho more particularly described as follows: PARCEL A Commencing at the Northeast corner of the said Section 33, from which the East'/4 corner of said Section 33 bears South 00027'22" West, 2631.60 feet; thence along the East boundary line of said Section 33 South 00027'22" West, 169.00 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary line South 00°27'22" West, 626.39 feet; thence leaving said East boundary line South 89008'23" West, 246.54 feet; thence South 06037'22" West, 308.30 feet; thence North 89030'26" West, 1038.40 feet to a point on the West boundary line of the NE '/4 of the NE '/ of said Section 33; thence along said West boundary line North 00028'25" East, 1113.00 feet to the E1/16 corner of said Section 33; feet; thence along the North boundary line of said Section 33 South 89016'45" East, 1059.08 thence leaving said South boundary line South 00027'22" West, 169.00 feet; thence South 89016'45" East, 258.60 feet to the REAL POINT OF BEGINNING. Containing 30.72 acres, more or less. PARCEL B Commencing at the Southeast corner of the said Section 28, from which the South '/4 corner of said Section 28 bears North 89'16'45" West, 2635.86 feet; thence along the South boundary line of said Section 28 North 89016'45" West, 1317.68 feet to the REAL POINT OF BEGINNING; thence continuing along said South boundary line North 89°16'45" West, 1317.68 feet; thence leaving said South boundary line North 00044'11" East, 868.16 feet; thence North 89"17'44" West, 1920.93 feet; 60307/60307-R8.DOC u thence South 01 °00'23" West. 867.66 feet to a point on the South boundary line of said Section 28; thence along said South boundary line North 89016'49" West, 710.22 feet to the Southwest corner of said Section 28; feet; thence along the West boundary line of said Section 28 North 01 000'42" East, 1315.38 thence South 89018'59" East, 450.00 feet; thence North 01 °00'42" East, 774.71 feet; thence North 89021'17" West, 450.00 feet to a point on the West boundary line of the said Section 28; thence along said West boundary line North 01 000'42" East, 540.97 feet, - thence South 89021'17" East, 1311.11 feet; thence South 00052'12" West, 16.99 feet; thence South 89014'34" East, 355.95 feet; thence South 01 000'23" West, 1140.07 feet; thence South 88059'37" East, 463.31 feet to a point of curvature; thence 233.82 feet along the arc of a curve to the right, said curve having a radius of 500.00 feet, a delta angle of 26047'37", and a long chord bearing South 75035'49" East, 231.69 feet to a point of tangency; thence North 27048'00" East, 329.66 feet to a point of curvature; thence 250.07 feet along the arc of a curve to the right, said curve having a radius of 600.00 feet, a delta angle of 23052'46", and a long chord bearing North 39°44'23" East, 248.26 feet to a point of reverse curvature; thence 141.29 feet along the arc of a curve to the left, said curve having a radius of 300.00 feet, a delta angle of 26059'04", and a long chord bearing North 38011'14" East, 139.99 feet; thence South 65018' 18" East, 55.00 feet; thence South 89016'15" East, 263.21 feet; thence South 84°07'40" East, 162.61 feet; thence South 77°58'14' East, 80.00 feet; 60307/60307-R8.DOC ft'ience ;South 12°0,1'46' West, 50.23 feet - thence South 24000'23' East, 108.06 feet; thence South 14024'06" East, 111.19 feet; thence South 89016'15" East, 407.24 feet; thence North 00037'35" East, 11.16 feet, - thence South 89022'25" East, 170.00 feet; thence South 00037'35" West, 1719.49 feet to the REAL POINT OF BEGINNING. Containing 144.02 acres, more or less. PARCEL Commencing at the Northwest corner of the said Section 33, from which the North'/4 corner of said Section 33 bears South 89016'49" East, 2635.24 feet; thence along the North boundary line of said Section 33 South 89016'49" East, 710.22 feet to the REAL POINT OF BEGINNING; thence continuing along said North boundary line South 89'16'49" East, 607.40 feet, thence South 00031'02" West, 1316.64 feet; thence North 89017'19" West, 89.91 feet; thence North 76042'21" West, 571.92 feet; thence North 11 °45'24" East, 277.00 feet to a point of curvature; thence 78.28 feet along the arc of a curve to the left, said curve having a radius of 400.00 feet, a delta angle of 11 °12'45", and a long chord bearing North 06°09'01" East, 78.15 feet to a point of tangency; thence North 00°32'39" East, 376.24 feet to a point of curvature; thence 174.94 feet along the arc of a curve to the left, said curve having a radius of 1200.00 feet, a delta angle of 08021'09", and a long chord bearing North 03°37'56" West, 174.78 feet to a point of reverse curvature; thence 133.96 feet along the arc of a curve to the right, said curve having a radius of 900.00 feet, a delta angle of 08031'41", and a long chord bearing North 03°32'40,'West, 133.84 feet; thence North 00043'11' East, 158.47 feet to the REAL Pog —OF BEGIN Containing 17.46 acres, more or less. REvlsP�dvAi. BY Total proposed R-8 area contains 192.20 acres, more or les FEB 2 2 2008 60307/60307-R&DOC MERIDIAN PUBLIC WORKS DEPT. Decernber 20, 2007 Revised February 21, 2008 DESCRIPTION FOR R-4 ZONE PROPOSED OAKCREEK SUBDIVISION A parcel of land located in the NE '/4 and the South '/2 of Section 28, T. 4N., R.1 W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Southeast corner of the said Section 28 from which the South '/4 corner of said Section 28 bears North 89°16'45" West, 2635.36 feet; thence along the South boundary of the said Section 28 North 89°16'45" West, East, 1719.49 feet to the REAL POINT OF BEGINNING; 317.68 feet; thence North 00°37'35" thence North 89°22'25" West, 170.00 feet, - thence South 00°37'35" West, 11.16 feet; thence North 89'16'15" West, 407.24 feet, - thence North 14024'06" West, 111.19 feet; thence North 24000'23" West, 108.06 feet, - thence North 12001'46" East, 50.23 feet; thence North 77°58'14" West, 80.00 feet; thence North 84°07'40" West, 162.61 feet; thence North 89016'15" West, 263.21 feet, - thence North 65018'18" West, 55.00 feet to a point on a curve; thence 141.29 feet along the arc of a curve to the right, said curve having a radius of 300.00 feet, a delta angle of 26059'04", and a long chord bearing South 38'11'14" West, 139.99 feet to a point of reverse curvature; thence 250.07 feet along the arc of a curve to the left, said curve having a radius of 600.00 feet, a delta angle of 23°52'46", and a long chord bearing South 39'44'23" West, 248.26 feet to a point of tangency; thence South 27°48'00" West, 329.66 feet to a point on a curve; thence 233.82 feet along the arc of a curve to the left, said curve having a radius of 500.00 feet, a delta angle of 26°47'37", and a long chord bearing North 75°35'49', 231.69 feet to a point of tangency; West, thence North 88059'37" West, 463.31 feet; 60307/60307-R4.DOC thence North 01 °00'23" East, 1140.07 feet; thence South 89014'34" East, 433.55 feet, - thence North 64003'54" East, 27.64 feet; thence South 86053'48" East, 189.53 feet; thence North 89' 14'51 " East, 20.04 feet; thence South 70'27'50" East, 25.64 feet; thence South 81 °00'03" East, 36.69 feet; thence South 88°50'13" East, 85.57 feet; thence South 86°14'58" East, 63.62 feet; thence North 89° 18'37" East, 45.49 feet; thence South 78007'47" East, 19.68 feet; thence North 53005'44" East, 16.53 feet to a point on the North -South centerline of said Section 28; thence along said North -South centerline North 00043'42" East, 24.35 feet to the C1/4 corner of said Section 28; thence continuing along said North -South centerline North 00043'58" East, 625.84 feet; thence leaving said North -South centerline South 77°58'14" East, 1338.14 feet; thence North 00°36'34" East, 293.64 feet; thence South 89031'36" East, 175.03 feet; thence South 00028'24" West, 230.00 feet; thence South 89°31'36" East, 1136.30 feet to a point on the East boundary of the said Section 28; thence along said East boundary South 00°29'02" West, 214.51 feet; thence North 89020'59" West, 1312.34 feet; thence South 00036'34" West, 215.00 feet; 60307/60307-R4.DOC thence South 00"37'35" West, 916.26 feet to the REAL POINT OF BEGINNMK::j1-. Containing 69.72 acres, more or less. jROVAL REVIE BY FEB 2 2 2008 ER MIDIAN pUBL \NoRKS DF-PT'IC 60307/60307-R4.DOC ---- ...._._...._.... _..__....._---.._.._...._. $ me QO� w��eer� _ �r co p � � � � � THE OARS EN6/KEEN/N6 r Z ' � � 8 PROPOSED ZONING AREAS SOL�o� w Iw,'ll t_Li V r fr.'1 From: Sent: To: Subject: Shari [es-sharis@gwest.net] Friday, February 22, 2008 9:43 AM Steve O'Brien; Sarah Wheeler FW: The Oaks R-4 revised description & closure report Attachments: COLEMAN R-4 CLOSURE.txt Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 es-sharis@gwest.net -----Original Message ----- From: Brad Bishop fmailto:es-brad@gwest.net] Sent. Thursday, February 21, 2008 4:24 PM To: Shari Subject: Re: The Oaks R-4 revised description & closure report Here is a corrected closure report. -- Original Message — From: To: arau oistu Sent: Thursday, February 21, 2008 4:00 PM Subject: FW. The Oaks R-4 revised description & closure report Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 -----Original Message ----- From: Steve O'Brien[mailto:obriens@meridiancity.org] Sent: Thursday, February 21, 2008 3:36 PM ro: Shari 2/22/2008 2 1-1 VVheeler SU bject,", The Oaks F�-4 revised descriptiofj & From: Shari [majJto:es-,sharjs@qwestnetj Sent: Thursday, February 21, 2008 11:13 Al TO: Steve O'Brien; Sarah Wheeler SubjecL- Tt--,-- Oates R.-4 revised description & closure report Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 es-sharis@qwest.net 2/22/2008 December 20, 2007 Revised February 21, 2008 DESCRIPTION FOR R-4 ZONE PROPOSED OAKCREEK SUBDIVISION A parcel of land located in the NE '/4 and the South '/2 of Section 28, T. 4N., R.1 W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Southeast corner of the said Section 28 from which the South '/4 corner of said Section 28 bears North 89°16'45" West, 2635.36 feet; thence along the South boundary of the said Section 28 North 89°16'45" West, 1317.68 feet; thence North 00037'35" East, 1719.49 feet to the REAL POINT OF BEGINNING; thence North 89022'25" West, 170.00 feet; thence South 00037'35" West, 11.16 feet; thence North 89016'15" West, 407.24 feet; thence North 14°24'06" West, 111.19 feet; thence North 24000'23" West, 108.06 feet; thence North 12°01'46" East, 50.23 feet; thence North 77058'14" West, 80.00 feet; thence North 84007'40" West, 162.61 feet; thence North 89016'15" West, 263.21 feet; thence North 65018'18" West, 55.00 feet to a point on a curve; thence 141.29 feet along the arc of a curve to the right, said curve having a radius of 300.00 feet, a delta angle of 26059'04", and a long chord bearing South 38011'14' West, 139.99 feet to a point of reverse curvature; thence 250.07 feet along the arc of a curve to the left, said curve having a radius of 600.00 feet, a delta angle of 23052'46", and a long chord bearing South 39°44'23" West, 248.26 feet to a point of tangency; thence South 27048'00" West, 329.66 feet to a point on a curve; thence 233.82 feet along the arc of a curve to the left, said curve having a radius of 500.00 feet, a delta angle of 26047'37", and a long chord bearing North 75°35'49" West, 231.69 feet to a point of tangency; thence North 88059'37" West, 463.31 feet; 60307/60307-R4.D0C User Name: EngrgSol Project: 60307 THE OAKS Inverse Points R-4 ZONE Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Object Type: Line COLEMAN R-4 CLOSURE COLEMAN BLACK CAT/ MCMILLAN N89°22'25"W 90*00,00" 170.0000 0.00 170.0000 S00°37'35"W 90°00'00" 11.1600 0.00 11.1600 N89°16'15"w 90*00,00" 407.2400 0.00 407.2400 N14°24'06"W 90°00'00" 111.1900 0.00 111.1900 N12*01'46"E 90-00'00" 50.2300 0.00 50.2300 N77°58'14"W 90°00'00" 80.0000 0.00 80.0000 N84°07'40"W 90°00'00" 162.6100 0.00 162.6100 N89°16'15"W 90*00,00" 263.2100 0.00 263.2100 N65°18'18"w 90,00,00" 55.0000 0.00 55.0000 Page 1 Date: 02-21-08 Time: 11:09:13 Page: 1 User Name: EngrgSol OAKCREEK ZONING CLOSURES.txt Project: 60307 OAKCREEK ZONE DESCRIPTIONS Inverse Points R-4 Horizontal direction: N89°22'25"w Zenith Angle: Horizontal Distance 90°00'00" Delta Elevation: 170.0000 0.00 slope Distance: 170.0000 Horizontal direction: S00°37'35"w Zenith Angle: Horizontal Distance 90*00,00" Delta Elevation: 11.1600 0.00 Slope Distance: 11.1600 Horizontal direction: N89°16'15"w Zenith Angle: 90,00,00" Horizontal Distance 407.2400 Delta Elevation: 0.00 Slope Distance: 407.2400 Horizontal direction: N14°24'06"w Zenith Angle: Horizontal Distance 90*00,00" Delta Elevation: 111.1900 0.00 Slope Distance: 111.1900 Horizontal direction: N24°00'23"w Zenith Angle: 90,00,00" Horizontal Distance 108.0600 Delta Elevation: 0.00 Slope Distance: 108.0600 Horizontal direction: Zenith Angle: N12*01'46"E Horizontal Distance 90,00,00" 50.2300 Delta Elevation: 0.00 slope Distance: 50.2300 Horizontal direction: N77°58'14"w Zenith Angle: Horizontal Distance 90*00,00" Delta Elevation: 80.0000 0.00 slope Distance: 80.0000 Horizontal direction: N84°07'40"w Zenith Angle: 90°00'00" Horizontal Distance 162.6100 Delta Elevation: 0.00 slope Distance: 162.6100 Horizontal direction: Zenith Angle: N89°16'15"w Horizontal Distance 90,00,00" 263.2100 Delta Elevation: 0.00 slope Distance: 263.2100 Horizontal direction: N65'18'18"w Page 1 Date: 02-13-08 Time: 12:31:29 Page: 1 Zenith Angle: OAKCREEK ZONING CLOSURES.txt 90°00'00" Horizontal Distance 55.0000 Delta Elevation: 0.00 Slope Distance: 55.0000 Horizontal direction: S38°11'14"w Zenith Angle: 90,00,00" Horizontal Distance 139.9900 Delta Elevation: 0.00 Slope Distance: 139.9900 Horizontal direction: S39°44'23"w Zenith Angle: 90*00,00" Horizontal Distance 248.2600 Delta Elevation: 0.00 slope Distance: 248.2600 Horizontal direction: S27°48'00"w Zenith Angle: 90*00,00" Horizontal Distance 329.6600 Delta Elevation: 0.00 slope Distance: 329.6600 Horizontal direction: N75°35'49"w Zenith Angle: 90*00,00" Horizontal Distance 231.6900 Delta Elevation: 0.00 slope Distance: 231.6900 Horizontal direction: N88°59'37"w Zenith Angle: 90*00,00" Horizontal Distance 463.3100 Delta Elevation: 0.00 Slope Distance: 463.3100 Horizontal direction: N01°00'23"E Zenith Angle: 90*00,00" Horizontal Distance 1140.0700 Delta Elevation: 0.00 Slope Distance: 1140.0700 Horizontal direction: S89°14'34"E Zenith Angle: 90,00,00" Horizontal Distance 433.5500 Delta Elevation: 0.00 Slope Distance: 433.5500 Horizontal direction: N64°03'54"E Zenith Angle: 90*00,00" Horizontal Distance 27.6400 Delta Elevation: 0.00 Slope Distance: 27.6400 Horizontal direction: S86°53'48"E Zenith Angle: 90°00'00" Horizontal Distance 189.5300 Delta Elevation: 0.00 Slope Distance: 189.5300 Horizontal direction: N89°14'51"E Zenith Angle: 90,00,00" Horizontal Distance 20.0400 Delta Elevation: 0.00 Page 2 u Slope Distance: OAKCREEK ZONING CLOSURES.txt 20.0400 Horizontal direction: S70'27'50"E Zenith Angle: 90*00,00" Horizontal Distance 25.6400 Delta Elevation: 0.00 Slope Distance: 25.6400 Horizontal direction: S81°00'03"E Zenith Angle: 90*00,00" Horizontal Distance 36.6900 Delta Elevation: 0.00 slope Distance: 36.6900 Horizontal direction: S88°50'13"E Zenith Angle: 90*00,00" Horizontal Distance 85.5700 Delta Elevation: 0.00 Slope Distance: 85.5700 Horizontal direction: S86°14'58"E Zenith Angle: 90*00,00" Horizontal Distance 63.6200 Delta Elevation: 0.00 Slope Distance: 63.6200 Horizontal direction: N89°18'37"E Zenith Angle: 90*00,00" Horizontal Distance 45.4900 Delta Elevation: 0.00 Slope Distance: 45.4900 Horizontal direction: S78°07'47"E Zenith Angle: 90,00,00" Horizontal Distance 19.6800 Delta Elevation: 0.00 slope Distance: 19.6800 Horizontal direction: N53°05'44"E Zenith Angle: 90,00,00" Horizontal Distance 16.5300 Delta Elevation: 0.00 Slope Distance: 16.5300 Horizontal direction: N00°43'57"E Zenith Angle: 90,00,00" Horizontal Distance 650.1900 Delta Elevation: 0.00 Slope Distance: 650.1900 Horizontal direction: S77°58'14"E Zenith Angle: 90*00,00" Horizontal Distance 1338.1400 Delta Elevation: 0.00 Slope Distance: 1338.1400 Horizontal direction: N00°36'34"E Zenith Angle: 90,00,00" Horizontal Distance 293.6400 Delta Elevation: 0.00 Slope Distance: 293.6400 Horizontal direction: S89°31'36"E Page 3 Zenith Angle: OAKCREEK. ZONING CLOSURES.txt Horizontal Distance 90,00,00" 175.0300 Delta Elevation: 0.00 Slope Distance: 175.0300 Horizontal direction: Zenith Angle: S00°28'24"w Horizontal Distance 90,00,00" 230.0000 Delta Elevation: 0.00 Slope Distance: 230.0000 Horizontal direction: 589°31'36"E Zenith Angle: Horizontal Distance 90,00,00" 1136.3000 Delta Elevation: 0.00 Slope Distance: 1136.3000 Horizontal direction: S00°29'02"w Zenith Angle: 90,00,001, Horizontal Distance Delta Elevation: 214.5100 slope Distance: 0.00 214.5100 Horizontal direction: N89°20'59"w Zenith Angle: Horizontal Distance 90,00,00" Delta Elevation: 1312.3400 0.00 slope Distance: 1312.3400 Horizontal direction: S00°36'34"w Zenith Angle: Horizontal Distance 90*00,00" 215.0000 Delta Elevation: 0.00 slope Distance: 215.0000 Horizontal direction: S00°37'35"w Zenith Angle: Horizontal Distance 90*00,00" 916.2600 Delta Elevation: 0.00 slope Distance: 916.2600 Horizontal direction: N63°54'06"w Zenith Angle: Horizontal Distance 90-00100" Delta Elevation: 0.0098 0.00 Slope Distance: 0.0098 R-8 PARCEL A Horizontal direction: Zenith Angle: S00°27'22"w Horizontal Distance 90*00,00" 626.3900 Delta Elevation: 0.00 Slope Distance: 626.3900 Horizontal direction: Zenith Angle: 589°08'23"w Horizontal Distance 90'00'00" 246.5400 Delta Elevation: 0.00 slope Distance: 246.5400 Page 4 Horizontal direction: OAKCREEK ZONING CLOSURES.txt S06'37'22"w Zenith Angle: 90,00,00" Horizontal Distance 308.3000 Delta Elevation: 0.00 Slope Distance: 308.3000 Horizontal direction: N89°30'26"w Zenith Angle: 90,00,00" Horizontal Distance Delta Elevation: 1038.4000 slope Distance: 0.00 1038.4000 Horizontal direction: N00°28'25"E Zenith Angle: 90*00,00" Horizontal Distance Delta Elevation: 1113.0000 Slope Distance: 0.00 1113.0000 Horizontal direction: S89°16'45"E Zenith Angle: 90*00,00" Horizontal Distance 1059.0800 Delta Elevation: 0.00 Slope Distance: 1059.0800 Horizontal direction: S00°27'22"w Zenith Angle: 90,00,00" Horizontal Distance 169.0000 Delta Elevation: 0.00 Slope Distance: 169.0000 Horizontal direction: S89°16'45"E Zenith Angle: 90*00,00" Horizontal Distance 258.6000 Delta Elevation: 0.00 Slope Distance: 258.6000 Horizontal direction: S64°10'42"w Zenith Angle: Horizontal Distance 90*00,00" Delta Elevation: 0.0148 0.00 Slope Distance: 0.0148 R-8 PARCEL B Horizontal direction: N89°16'45"w Zenith Angle: Horizontal Distance 90°00'00" Delta Elevation: 1317.6800 0.00 Slope Distance: 1317.6800 Horizontal direction: N00°44'11"E Zenith Angle: Horizontal Distance 90-00100" Delta Elevation: 868.1600 0.00 Slope Distance: 868.1600 Horizontal direction: N89°17'44"w Zenith Angle: Horizontal Distance 90°00'00" Delta Elevation: 1920.9300 0.00 Slope Distance: 1920.9300 Page 5 OAK.CREEK ZONING CLOSURES.txt Horizontal direction: S01°00'23"W Zenith Angle: 90°00'00" Horizontal Distance 867.6600 Delta Elevation: 0.00 Slope Distance: 867.6600 Horizontal direction: N89°16'49"w Zenith Angle: 90,00,00" Horizontal Distance 710.2200 Delta Elevation: 0.00 Slope Distance: 710.2200 Horizontal direction: N01°00'42"E Zenith Angle: 90*00,00" Horizontal Distance 1315.3800 Delta Elevation: 0.00 slope Distance: 1315.3800 Horizontal direction: S89°18'59"E Zenith Angle: 90°00'00" Horizontal Distance 450.0000 Delta Elevation: 0.00 Slope Distance: 450.0000 Horizontal direction: N01'00'42"E Zenith Angle: 90°00'00" Horizontal Distance 774.7100 Delta Elevation: 0.00 Slope Distance: 774.7100 Horizontal direction: N89°21'17"w Zenith Angle: 90°00'00" Horizontal Distance 450.0000 Delta Elevation: 0.00 Slope Distance: 450.0000 Horizontal direction: NO1°00'42"E Zenith Angle: 90*00,00" Horizontal Distance 540.9700 Delta Elevation: 0.00 Slope Distance: 540.9700 Horizontal direction: S89°21'17"E Zenith Angle: Horizontal Distance 90-00100" Delta Elevation: 1311.1100 0.00 Slope Distance: 1311.1100 Horizontal direction: S00°52'12"w Zenith Angle: 90°00'00" Horizontal Distance 16.9900 Delta Elevation: 0.00 Slope Distance: 16.9900 Horizontal direction: S89°14'34"E Zenith Angle: Horizontal Distance 90*00,00" 355.9500 Delta Elevation: 0.00 Slope Distance: 355.9500 Horizontal direction: S01°00'23"W Zenith Angle: 90*00,00" Page 6 OAKCREEK ZONING CLOSURES.tXt Horizontal Distance 1140.0700 Delta Elevation: 0.00 Slope Distance: 1140.0700 Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: S88°59'37"E 90°00'00" 463.3100 0.00 463.3100 S75°35'49"E 90°00'00" 231.6900 0.00 231.6900 N27°48'00"E 90*00,00" 329.6600 0.00 329.6600 N39°44'23"E 90°00'00" 248.2600 0.00 248.2600 N38°11'14"E 90,00,00" 139.9900 0.00 139.9900 S65°18'18"E 90*00,00" 55.0000 0.00 55.0000 S89°16'15"E 90°00'00" 263.2100 0.00 263.2100 S84°07'40"E 90-00'00" 162.6100 0.00 162.6100 S77°58'14"E 90*00,00" 80.0000 0.00 80.0000 S12'01'46"w 90°00'00" 50.2300 0.00 50.2300 Page 7 OAKCREEK ZONING CLOSURES.txt Horizontal direction: S24°00'23"E Zenith Angle: 90,00,00" Horizontal Distance 108.0600 Delta Elevation: 0.00 Slope Distance: 108.0600 Horizontal direction: S14°24'06"E Zenith Angle: 90,00,00" Horizontal Distance 111.1900 Delta Elevation: 0.00 Slope Distance: 111.1900 Horizontal direction: S89°16'15"E Zenith Angle: 90,00,00" Horizontal Distance 407.2400 Delta Elevation: 0.00 Slope Distance: 407.2400 Horizontal direction: N00°37'35"E Zenith Angle: 90*00,00" Horizontal Distance 11.1600 Delta Elevation: 0.00 Slope Distance: 11.1600 Horizontal direction: S89°22'25"E zenith Angle: 90*00,00" Horizontal Distance 170.0000 Delta Elevation: 0.00 slope Distance: 170.0000 Horizontal direction: S00°37'35"w Zenith Angle: 90*00,00" Horizontal Distance 1719.4900 Delta Elevation: 0.00 Slope Distance: 1719.4900 Horizontal direction: S50°53'40"E Zenith Angle: 90°00'00" Horizontal Distance 0.0110 Delta Elevation: 0.00 Slope Distance: 0.0110 R-8 PARCEL C Horizontal direction: 589°16'49"E zenith Angle: 90,00,00" Horizontal Distance 607.4000 Delta Elevation: 0.00 Slope Distance: 607.4000 Horizontal direction: S00°31'02"w zenith Angle: 90*00,00" Horizontal Distance 1316.6400 Delta Elevation: 0.00 Slope Distance: 1316.6400 Horizontal direction: N89°17'19"w zenith Angle: 90*00,00" Horizontal Distance 89.9100 Delta Elevation: 0.00 Page 8 Slope Distance: OAKCREEK ZONING CLOSURES.txt 89.9100 Horizontal direction: N76°42'21"w Zenith Angle: 90*00,00" Horizontal Distance 571.9200 Delta Elevation: 0.00 Slope Distance: 571.9200 Horizontal direction: N11°45'24"E Zenith Angle: 90*00,00" Horizontal Distance 277.0000 Delta Elevation: 0.00 Slope Distance: 277.0000 Horizontal direction: N06°09'01"E zenith Angle: 90*00,00" Horizontal Distance 78.1500 Delta Elevation: 0.00 Slope Distance: 78.1500 Horizontal direction: N00°32'39"E zenith Angle: 90*00,001, Horizontal Distance 376.2400 Delta Elevation: 0.00 Slope Distance: 376.2400 Horizontal direction: NO3°37'56"w zenith Angle: 90*00,00" Horizontal Distance 174.7800 Delta Elevation: 0.00 Slope Distance: 174.7800 Horizontal direction: NO3°32'40"w Zenith Angle: 90°00'00" Horizontal Distance 133.8400 Delta Elevation: 0.00 Slope Distance: 133.8400 Horizontal direction: N00°43'11"E Zenith Angle: 90*00,00" Horizontal Distance 158.4700 Delta Elevation: 0.00 Slope Distance: 158.4700 Horizontal direction: N05°52'19"E Zenith Angle: 90°00'00" Horizontal Distance 0.0037 Delta Elevation: 0.00 Slope Distance: 0.0037 R-15 PARCEL A Horizontal direction: N01°00'23"E Zenith Angle: 90*00,00" Horizontal Distance 867.6600 Delta Elevation: 0.00 Slope Distance: 867.6600 Horizontal direction: S89°17'44"E zenith Angle: 90-00100" Horizontal Distance 1920.9300 Page 9 Delta Elevation: OAKCREEK ZONING CLOSURES.txt Slope Distance: 0.00 1920.9300 Horizontal direction: Zenith Angle: S00°44'11"w Horizontal Distance 90°00'00" 868.1600 Delta Elevation: 0.00 Slope Distance: 868.1600 Horizontal direction: Zenith Angle: N89°16'49"w Horizontal Distance 90*00,00" 1925.0200 Delta Elevation: 0.00 Slope Distance: 1925.0200 Horizontal direction: Zenith Angle: S46°07'32"E Horizontal Distance 90*00,00" 0.0020 Delta Elevation: 0.00 Slope Distance: 0.0020 R-15 PARCEL B Horizontal direction: Zenith Angle: S89°16'49"E Horizontal Distance 90*00,00" 710.2200 Delta Elevation: 0.00 Slope Distance: 710.2200 Horizontal direction: Zenith Angle: S00°43'11"w Horizontal Distance 90*00,00" 158.4700 Delta Elevation: 0.00 Slope Distance: 158.4700 Horizontal direction: Zenith Angle: S03°32'40"E Horizontal Distance 90*00,00" 133.8400 Delta Elevation: 0.00 Slope Distance: 133.8400 Horizontal direction: Zenith Angle: S03°37'56"E Horizontal Distance 90,00,00" 174.7800 Delta Elevation: 0.00 Slope Distance: 174.7800 Horizontal direction: Zenith Angle: S00°32'39"w Horizontal Distance 90,00,00" 376.2400 Delta Elevation: 0.00 Slope Distance: 376.2400 Horizontal direction: Zenith Angle: S06°09'01"w Horizontal Distance 90*00,00" 78.1500 Delta Elevation: 0.00 Slope Distance: 78.1500 Horizontal direction: Zenith Angle: S11°45'24"w 90*00,00" Page 10 OAKCREEK ZONING CLOSURES.tXt Horizontal Distance 277.0000 Delta Elevation: 0.00 Slope Distance: 277.0000 Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: N76°42'21"W 90*00,00" 687.4500 0.00 687.4500 N00°32'39"E 90°00'00" 1042.4700 0.00 1042.4700 N79°17'11"W 90*00,00" 0.0070 0.00 0.0070 Page 11 User Name: EngrgSol COLEMAN ANNEX CLOSURE Project: 60307 THE OAKS COLEMAN BLACK CAT/ MCMILLAN Inverse Points ANNEXATION DESCRIPTION Horizontal direction: S00°27'22"w Zenith Angle: 90,00,00" Horizontal Distance 626.3900 Delta Elevation: 0.00 Slope Distance: 626.3900 Horizontal direction: S89°08'23"w Zenith Angle: 90*00,00" Horizontal Distance 246.5400 Delta Elevation: 0.00 Slope Distance: 246.5400 Horizontal direction: S06°37'22"w Zenith Angle: 90,00,00" Horizontal Distance 308.3000 Delta Elevation: 0.00 slope Distance: 308.3000 Horizontal direction: N89°30'26"w Zenith Angle: 90,00,00" Horizontal Distance 1038.4000 Delta Elevation: 0.00 Slope Distance: 1038.4000 Horizontal direction: N00°28'25"E Zenith Angle: 90,00,00" Horizontal Distance 1113.0000 Delta Elevation: 0.00 Slope Distance: 1113.0000 Horizontal direction: N89°16'45"w Zenith Angle: 90*00,00" Horizontal Distance 1317.6800 Delta Elevation: 0.00 Slope Distance: 1317.6800 Horizontal direction: N89°16'49"w Zenith Angle: 90*00,00" Horizontal Distance 1317.6200 Delta Elevation: 0.00 Slope Distance: 1317.6200 Horizontal direction: S00°31'02"w Zenith Angle: 90*00,00" Horizontal Distance 1316.6400 Delta Elevation: 0.00 Slope Distance: 1316.6400 Horizontal direction: N89°17'19"w Zenith Angle: 90,00,00" Horizontal Distance 89.9100 Delta Elevation: 0.00 Slope Distance: 89.9100 Horizontal direction: N76°42'21"w Zenith Angle: 90*00,00" Page 1 Date: 02-19-08 Time: 14:34:47 Page: 1 Horizontal Distance COLEMAN ANNEX CLOSURE 1259.3700 Delta Elevation: 0.00 Slope Distance: 1259.3700 Horizontal direction: N00°32'39"E Zenith Angle: 90°00'00" Horizontal Distance 1042.4700 Delta Elevation: 0.00 slope Distance: 1042.4700 Horizontal direction: N01°00'42"E Zenith Angle: 90,00,00" Horizontal Distance 1315.3800 Delta Elevation: 0.00 Slope Distance: 1315.3800 Horizontal direction: S89°18'59"E Zenith Angle: 90°00'00" Horizontal Distance 450.0000 Delta Elevation: 0.00 Slope Distance: 450.0000 Horizontal direction: N01°00'42"E Zenith Angle: 90*00,00" Horizontal Distance 774.7100 Delta Elevation: 0.00 Slope Distance: 774.7100 Horizontal direction: N89°21'17"w Zenith Angle: 90,00,00" Horizontal Distance 450.0000 Delta Elevation: 0.00 Slope Distance: 450.0,000 Horizontal direction: N01°00'42"E Zenith Angle: 90,00,00" Horizontal Distance 540.9700 Delta Elevation: 0.00 slope Distance: 540.9700 Horizontal direction: S89°21'17"E Zenith Angle: 90*00,00" Horizontal Distance 1311.1100 Delta Elevation: 0.00 Slope Distance: 1311.1100 Horizontal direction: S00°52'12"w zenith Angle: 90*00,00" Horizontal Distance 16.9900 Delta Elevation: 0.00 slope Distance: 16.9900 Horizontal direction: S89°14'34"E zenith Angle: 90*00,00" Horizontal Distance 789.5000 Delta Elevation: 0.00 Slope Distance: 789.5000 Horizontal direction: N64°03'54"E zenith Angle: 90,00,00" Horizontal Distance 27.6400 Delta Elevation: 0.00 Slope Distance: 27.6400 Page 2 COL_EMAN ANNEX CLOSURE Horizontal direction: S86°53'48"E Zenith Angle: 90,00,00" Horizontal Distance 189.5300 Delta Elevation: 0.00 Slope Distance: 189.5300 Horizontal direction: N89°14'51"E Zenith Angle: 90*00,00" Horizontal Distance 20.0400 Delta Elevation: 0.00 Slope Distance: 20.0400 Horizontal direction: S70°27'50"E Zenith Angle: 90,00,001, Horizontal Distance 25.6400 Delta Elevation: 0.00 Slope Distance: 25.6400 Horizontal direction: S81°00'03"E Zenith Angle: 90*00,001, Horizontal Distance 36.6900 Delta Elevation: 0.00 slope Distance: 36.6900 Horizontal direction: S88°50'13"E Zenith Angle: 90,00,001, Horizontal Distance 85.5700 Delta Elevation: 0.00 Slope Distance: 85.5700 Horizontal direction: S86°14'58"E Zenith Angle: 90,00,00" Horizontal Distance 63.6200 Delta Elevation: 0.00 slope Distance: 63.6200 Horizontal direction: N89°18'37"E Zenith Angle: 90*00,00" Horizontal Distance 45.4900 Delta Elevation: 0.00 Slope Distance: 45.4900 Horizontal direction: S78°07'47"E Zenith Angle: 90*00,00" Horizontal Distance 19.6800 Delta Elevation: 0.00 Slope Distance: 19.6800 Horizontal direction: N53°05'44"E Zenith Angle: 90*00,00" Horizontal Distance 16.5300 Delta Elevation: 0.00 Slope Distance: 16.5300 Horizontal direction: N00°43'42"E Zenith Angle: 90*00,00" Horizontal Distance 24.3500 Delta Elevation: 0.00 Slope Distance: 24.3500 Horizontal direction: N00°43'58"E Zenith Angle: 90,00,00" Page 3 Horizontal Distance COLEMAN ANNEX CLOSURE 625.8400 Delta Elevation: 0.00 slope Distance: 625.8400 Horizontal direction: S77°58'14"E Zenith Angle: 90*00,00" Horizontal Distance 1338.1400 Delta Elevation: 0.00 slope Distance: 1338.1400 Horizontal direction: N00°36'34"E zenith Angle: 90*00,00" Horizontal Distance 293.6400 Delta Elevation: 0.00 Slope Distance: 293.6400 Horizontal direction: S89°31'36"E Zenith An le: 90°00'00" Horizontal Distance 175.0300 Delta Elevation: 0.00 slope Distance: 175.0300 Horizontal direction: S00°28'24"w Zenith Angle: 90,00,00" Horizontal Distance 230.0000 Delta Elevation: 0.00 slope Distance: 230.0000 Horizontal direction: S89°31'36"E Zenith Angle: 90*00,00" Horizontal Distance 1136.3000 Delta Elevation: 0.00 Slope Distance: 1136.3000 Horizontal direction: S00°29'02"w zenith Angle: 90,00,00" Horizontal Distance 214.5100 Delta Elevation: 0.00 Slope Distance: 214.5100 Horizontal direction: N89°20'59"w Zenith Angle: 90*00,00" Horizontal Distance 1312.3400 Delta Elevation: 0.00 Slope Distance: 1312.3400 Horizontal direction: S00°36'34"w Zenith Angle: 90*00,00" Horizontal Distance 215.0000 Delta Elevation: 0.00 slope Distance: 215.0000 Horizontal direction: S00°37'35"w zenith Angle: 90*00,00" Horizontal Distance 2635.7500 Delta Elevation: 0.00 slope Distance: 2635.7500 Horizontal direction: S89°16'45"E Zenith Angle: 90*00,00" Horizontal Distance 1059.0800 Delta Elevation: 0.00 slope Distance: 1059.0800 Page 4 Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: COLEMAN ANNEX CLOSURE S00°27'22"W 90,00,00" 169.0000 0.00 169.0000 S89°16'45"E 90*00,00" 258.6000 0.00 258.6000 S74°25'41"W 90*00,00" 0.0206 0.00 0.0206 Page 5 Home Choices ICING GUIDE ar - firat-, 1, the PAW., HomeIfilla. .2-2 I —madea (.or 1", 1-1 HJ H. T. H..., lalmmaxon P. S.P-b., 2DO7. H Wd.H. MI)aQ2.211 2-11.1 d— vase. H. z Pnj 3ozuu 12 S;nPj. _ay MI)I-13 rHomes leap 2 01 M."Y .. si.gl. F-Py p., )2277 11— H. Sngle family ""N f—ly 1) 102—s I-- o_ s'.. ® 11 ,. That's what Daybreahis. Every home here is huitt to the Energy Star standard. ai17WCY:W Which means that every home here will save you mmley on your utility bill every month. Get the freshest info at Daybreak'Aahocom an t n, the latest scoop on available homes at Daybreak, ..,"ding homes that are ready for quick move -in? Just visit the Homes section on DaybrealMah.com. You'll find a handy -dandy H—efinde, function and an ""to"t"Minute list of quick move -in homes. And you don't even have to change out of your fuuy slippers. The who, what, where and how:much --t-' �,i JJ on l� WOM ggHOW �* �✓ s?_bids 68=_z14 'klull Zia aa EL — — — — — — _ x.rusID s _ � _ ................... i'MII ',;IMa;l 1RM'AMf,Y:YI � I NH "MIe "Itl'l 'T N Rt SIRY];S 1111llIN:I'l ,[ �- �� SRVO x ill a hJ N-101 IF I 111 sil Idi N. 1q, - Irvine • Santa Monica • OaKlantl • Denver • 949.851.21 33 • www.KTGY.com LMLAj� US uk :."' ! -Widmann*- altzLEA LL Ijil Est h t ww P MOR I MMF ra ti 3 A.: —r , MAN f ay e ,. r- r 1r.' �a5 M1e .^ .- ■ _. _ . i�sr►wn�r s ? • 4 t S ���� ►S 5 —ii r rr 17 ��_•-awe �+�"�.i'=.%:Nil .k8ts 'ilk'' �= HEIMI INA �m fix •. . . . . . . . . . . . . . . . . . . . . Got J—L no I WO odi I I i --Hit fill ll:�:- _i:- r. ftre ■•lt/®�e�O®tI i ei 0 IN Kul �s o ..ti-- — c' 6S' x 1 00' Lot 2,699-4,000 Sq. Ft: 9' x SS' W de Product Irvine - Santa Monica - Oakland - Denver - 949.851.21 33 - WWW.KTGY.com Irvine • Santa Monica • Oakland • Denver • 949.851.21 33 • WWW.KTGY.com 8 DU/AC 4O' x 8O' LOT PLAN 2159 Square Feet 4 Bedroom 2.5 Bathroom Den - Opt Loft PLAN-< [2] 2325 Square Feet 4 Bedroom 2.5 Bathroom Den ' Opt Loft PLAN [3] 2442 Square Feet 4 Bedroom 2.5 Bathroom Den, _ Opt Loft Paseo Perspective c.r.sr � y �� `ry Mnln Gireon ' 7 777 } 1 11rY{ L Yonn f8 i\ Second Floor FrR gear ISi Plan 1 Street Perspective 50129 Irvine - Santa Monica • OaKland • Denver • 1-2 .21 33 • WWW.KTGY.com I � I I I I BWmom 2 I I .v. Bedraaa 3 ! ' I I` I/��" L 1 l t�t��lU'U y i La++und. f ppt, Loft I frl I wjR� . r f+ co) l Maatee ' j Bath +i{ Mnty Bedroom I I ' I � Second Floor ram=== I I I I � I I L——————————— —-------� Second Floor KTGY GROUP, INC. Architecture ■ Planning ----------- -------- L I I I — — — tamp I >N.sr I I I _ Nook IN.N I \it 4I Family I. .W I I I � I IC1tChra i I I I lHatak ` I I Living I 1 Aarck � 1 L----""Lai First Floor I I � I I I I I I I First Floor Plan 2 _t I i I f I I I I I I I I I I I I I I I Plan 3 Alley loaded product - attached at garage only. A,en Front streetkene appears rt l i as individual single family 01 E detached units: Private outdoor livina SDaceS'thrnnnh PLAN 1 OPIION EWIN .01Y _ M m 1 nw poor rian €I�CIP•.yy., SM3BAJ F • Duet 1 Duet 2 40199 Irvine • Santa Monica • OaKlancl • Denver • 949.851 .21 33 • www.KTGY.com ANN- w luffi all ra.—ji �� I M-R MEET -mg am 'A ( Lill ka J EMIR! all fit �r TOMii � � i111j1�1 3 Sur __ i MCM �74 Owl ME AM Lrji 'war I :Ts Om Cd a) Rx �W O ca z I I a r r n c E o E e m M -22 • D e M E E$ E 3 E a E p r v m e+ E �o 3 o o y 2r>=Z m S>=2 m THE (OAKS Narrative Introduction Coleman Communities, Inc. seeks the City of Meridian's approval of The Oaks. The Oaks application requests annexation and zoning of 318.74 acres —with R-4, R-8 and R-15 zoning — and preliminary plat approval of 30.72 acres. The Oaks is located along the north and south sides of McMillan Road between Black Cat Road and McDermott Road. Currently, the property is used for agricultural purposes and is zoned RUT. am m' n i L e °a m LOT KEY TRADITIONAL SINGLE FAMILY MIXED DENSITY SINGLE FAMILY NEIGHBORHOOD MIXED DENSITY URBAN CORE PUBLIC USE KEY PARKWAYS PARKS NEIGHBORHOOD STREET ACCESS EF JFIJSENBElTS Project Overview The Oaks is a mixed -density residential community that offers the benefits of a master planned community to homebuyers in all income ranges. The development achieves this by providing an assortment of housing types and lot sizes within each individual neighborhood and significant amenities for all residents. Amenities at The Oaks include a multi -use swimming facility, a community center, a central park and numerous smaller parks comprising more than 30 acres of The Oaks Narrative 1 of 9 u 1. open space, and over six miles of interconnected pathways. Because of its location along the proposed State Highway 16 Corridor —which, when completed, will connect State Highway 44, State Highway 20/26 and Interstate 84—The Oaks is uniquely positioned to be the preferred residential community of residents working throughout the Treasure Valley. The Oaks is designed in such a way that it can easily adapt to accommodate any of the proposed alignments of the expanded State Highway 16. Due to the constantly changing demands of homebuyers, the applicant will seek phased approval of individual preliminary plats throughout development of the community, so that the most current demands of homebuyers can be satisfied. Consequently, this application includes a Concept Plan of The Oaks, as well a preliminary plat of the first phase: the Oakcreek Subdivision. The Oaks will be characterized by its high quality design and mixed -density synergy. A variety of housing types and sizes will be offered at a series of price points. Regardless of size, all homes will exhibit thoughtful design and distinct architectural features. All homes constructed in the community must be approved by an architectural committee through an internal design review process. This will ensure consistent quality throughout The Oaks. The mixed -density design of individual neighborhoods within the community will be similar to those found at Daybreak in South Jordan, Utah. At Daybreak, it is common to find several different types of homes along one street or within one block, as exhibited in the Daybreak Site Plan provided with this application. The Oaks is designed with a continuous collector system, which includes a central boulevard through the community with two connections to McMillan Road. Three rotaries are located within The Oaks, as well as a northbound collector extension. It is anticipated that the northbound collector ultimately will continue through future developments and connect to State Highway 20/26 at or near the half -mile mark. The main boulevard is designed as a parkway with landscape buffers 30 feet in width and 12-foot-wide continuous medians. This application includes multiple concept plans providing for different lot variations within the collector framework, each of which incorporates a variety of lot sizes and home styles. The zoning request of R-4, R-8 and R-15 is consistent with the Meridian Comprehensive Plan Land Use Map designation of Medium Density Residential. The gross density of the community is approximately 5 dwelling units per acre, which complies with the City's designation of Medium Density Residential and is less than the allowable 8 dwelling units per acre. The requested density is consistent with existing zoning designations east of the subject property, which are R-4 and R-8. Neighborhood Plans The Oaks includes three different neighborhood plans. These plans include Traditional Single Family Neighborhood, Mixed Density Single Family Neighborhood and Mixed Density Neighborhood Core, each of which is explained below. Within each neighborhood plan area, several individual neighborhoods will display distinctive characteristics, such as a particular architectural theme or open space design. The Oaks Narrative 2 of 9 Traditional Single Family Neighborhood The Traditional Single Family Neighborhood (TSFN) plan consists of low to medium density residential uses, located in neighborhoods on the perimeter of the development. The density of homes in these neighborhoods are compatible with existing and planned residences on surrounding properties and provide a fluid transition to the mixed density neighborhoods located at the core of The Oaks. There are approximately 215 homes in the TSFN area, as well as extensive landscaping, well designed and substantial open space, and detached sidewalks and street trees. The TSFN plan area consists of 69.72 acres and is designated with R-4 zoning. The TSFN plan is represented by Parcels 9 and 10 on The Oaks Zone Plan, which is included with this application. Mixed Density Single Family Neighborhood The Mixed Density Single Family Neighborhood (MDSFN) plan includes innovatively designed single family homes in a mixed -density setting, primarily located in neighborhoods surrounding the central core of the community. These neighborhoods are defined by an appealing street scene with detached sidewalks and street trees, as well as front and alley loaded homes. There are approximately 1,000 homes in MDSFN areas, the style of which is comparable to the Single Family, Green Court, Paseo and Duet Home styles and the Two -Unit Townhome styles described below. The MDSFN plan area consists of 192.22 acres and is designated with R-8 zoning. The MDSFN plan is represented by Parcels 3, 4, 5, 6, 7, 8, 11, 12, 14 and 15 on The Oaks Zone Plan. Mixed Density Neighborhood Core The Mixed Density Neighborhood Core (MDNC) plan includes imaginatively designed single family detached and attached residences in a mixed -density setting, primarily located in neighborhoods at the central core of the community. These neighborhoods are designed to be pedestrian friendly with a diverse street scene highlighted by detached sidewalks and street trees. The MDNC areas include approximately 375 residences, which can be accessed by both streets and alleys, and include plentiful pocket parks accessible along an open space corridor. The Single Family, Green Court, Paseo, Duet and Mansion Home styles and the Tuck -Under and Two -Unit Townhome styles, described below, are exemplary of the housing styles in the MDNC areas. The MDNC plan area consists of 56.82 acres and is designated with R-15 zoning. The MDNC plan is represented by Parcels 1, 2 and 13 on The Oaks Zone Plan. Community Amenities The applicant, Coleman Communities, has worked with the Western Ada Recreation District Board to identify a future site for a multi -use swimming facility within The Oaks. The parties selected a 4.40-acre site near the southeast corner of McMillan and McDermott Roads. The site is located along an arterial —McMillan Road —with access off of a collector roadway so that it is easily visible and accessible. The swimming and recreation facility is modeled after the Humboldt Family Aquatic Center in Humboldt, Iowa. The preliminary design of The Oaks facility includes a 3,700-square-foot bathhouse, a zero -depth pool area for small children, 1- meter and 3-meter diving boards, seven 25-meter lanes and large shade canopies. A proposed The Oaks Narrative 3 of 9 site plan of this design has been included with this application. Coleman Communities intends to donate the property to the Western Ada Recreation District and to install the necessary utilities, public roads and exterior landscaping along the collector road and McMillan Road. Recreational and open space amenities within The Oaks also include an expansive pathway and park system. A 10,295 lineal foot multi -use pathway will provide active recreation opportunities such as biking and jogging, and a 23,447 lineal foot pedestrian pathway will allow residents to enjoy a walk throughout the community without encountering the traffic of users from the multi- use pathway. The pathways include distinctive road crossings to facilitate a pedestrian -friendly and interconnected system. The pathway system will connect amenities within the community including a central park and community center, several smaller neighborhood parks providing an abundance of open space, the future Western Ada Recreation District multi -use swimming facility, and the Five Mile Creek greenbelt. Each neighborhood park will be individually designed to serve the adjacent residents, as well as the entire community. The overall proposed open space encompasses more than 30 acres: 11.0 percent of The Oaks project area. The Oaks Conceptual Pathway Plan Residential Product Types The Oaks includes a variety of proposed housing types such as Single Family Homes, Green Court Homes, Paseo Homes, Duet Homes, Two -Unit Townhomes, Tuck -Under Townhomes and The Oaks Narrative 4 of 9 Mansion I-Iomes. Exemplary elevations and floor plans of these homes have been included -v-dth this application, and a brief description of each is provided below. Single Family Homes Examples similar to Single Family Homes Single Family Homes in the community include a blend of front and alley loaded residences with a variety of lots sizes, which will appeal to a variety of homebuyers. Single Family Homes on relatively large lots in The Oaks provide a seamless transition from surrounding development to the neighborhood core, while more traditional homes on modest lots provide transition from the low density Single Family Homes to the mixed -density neighborhoods within the heart of the community. Green Court Homes Conceptual Layout of Green Court Homes The Green Court concept creates a neighborhood within a neighborhood by orienting a group of homes onto a small park area. This unique design encourages interaction among residents and provides an inviting setting for neighborhood events. A "U" shaped alley provides vehicular access to the residences, while the emphasis of the homes is on pedestrian activity and the central gathering place. The Oaks Narrative 5 of 9 U Paseo Homes Paseo Homes, sometimes referred to as Greenway Homes, provide an urban park setting to those homebuyers still seeking a traditional single family home. Like Green Court Homes, Paseo Homes encourage interaction among residents by orienting homes onto an open space corridor. Vehicular access to these homes is provided via an alley, but the primary entrance to the homes is from the parkway. The parkway in front of the homes provides a convenient location for active and passive recreation. Duet Homes Examples similar to Duet Homes The alley -loaded Duet Homes represent a style with the exterior appearance of a typical single family home. The distinct front elevations and varying roof lines provide for a very attractive residence, while the orientation of the homes allows for a smaller lot size, which translates into a more affordable home. Further, the design of these homes creates desirable private outdoor living spaces, which is very attractive to those seeking low maintenance living. Two -Unit Townhomes Examples similar to Two Unit Townhomes The Oaks Narrative 6 of 9 `./ Two -Unit Townhomes, which are front loaded, provide a very appealing alternative for homebuyers seeking a low maintenance residence but are wary of an alley -accessed garage. Like the Duet Homes, these Townhomes are typically mistaken for traditional single family residences, and the garages can be de-emphasized by the use of "Hollywood" driveways, as demonstrated in the elevation above. Tuck -Under Townhomes Examples similar to Tuck -Under Townhomes Tuck -Under Townhomes represent a residential product that is typically not available in standard subdivisions. While buyers are often drawn to the attractive street scene, they ultimately find that the tuck -under design of the garage off of the alley provides for an equally appealing rear elevation. The Townhomes will appeal to a buyer who desires a non-traditional home in a traditional neighborhood. Mansion Homes Example similar to Mansion Home The Oaks Narrative 7 of 9 Mansion Homes accommodate three to six residences within one building, the design of which emulates a large estate home. Vehicular access can be provided at the rear of the building off of an alley, as well as at the front through an interior motor court configuration. The building design provides separate entrances for each unit, as well as ample privacy regardless of the denser configuration. The exterior design allows for easy integration of multiple family homes into single family neighborhoods. Traffic Impact Study A Traffic Impact Study (TIS) for The Oaks has been provided with this application. As stated in the TIS, upon completion, The Oaks is projected to generate an average daily traffic volume of approximately 17,328 vehicles, of which the a.m. and p.m. peak hour traffic is only 1,307 and 1,818 vehicles per hour, respectively. Consequently, although roadway improvements will be required to accommodate the traffic generated by The Oaks and other proposed and approved developments, the existing roadway system will be sufficient to support development of the community as these improvements are completed. Furthermore, the proposed future extension of State Highway 16 would accommodate a significant amount of the traffic generated by The Oaks. The recommended improvements, discussed in detail in the TIS, include turn lanes, intersection improvements and installation of traffic signals. The improvements will be installed when ACHD and/or ITD deem it necessary, based upon build -out of the community and neighboring developments and as traffic warrants are met. Oakcreek Subdivision (Phase 1 of The Oaks) will generate 1,043 daily vehicles, of which the a.m. and p.m. peak hour traffic is 82 and 110 vehicles per hour, respectively. No improvements are required for traffic generated by this neighborhood, with the exception of left turn lanes at all approaches, which the applicant will install. Infrastructure and Phasing The City of Meridian will provide central sewer and water service for The Oaks. The Oakcreek Subdivision will connect its sewer to the North Black Cat Sewer Trunk, which is currently under construction. A preliminary sewer design demonstrating that the Oakcreek Subdivision can gravity flow to the proposed trunk without the need for fill material has been submitted with this application. Additionally, a 12" water main will be extended north on Black Cat Road and will provide service to Oakcreek. Coleman Communities has coordinated with Meridian Public Works and their engineering consultants to provide the necessary sewer and water stubs to provide service to Oakcreek. The remainder of The Oaks requires construction of an interim sewer lift station located near the intersection of McDermott and McMillan Roads. A pressure sewer line also must be installed, extending east on McMillan Road and then south on Black Cat Road to the North Black Cat Lift Station. The applicant will manage and finance the design and construction of the interim McDermott lift station and pressure sewer line. Based on several meetings with the City Engineer, the applicant understands that the availability of sanitary sewer service for the remainder of The Oaks is contingent upon completion of the City's wastewater treatment plant The Oaks Narrative 8 of 9 u— expansion, which is expected in Fall. 2009. The Oaks will commence constructing the new sewer facilities at that time. Oakcreek Preliminary Plat In addition to annexation and zoning of The Oaks, Coleman Communities, Inc. requests preliminary plat approval of 118 single family lots on 30.72 acres within The Oaks, for a gross density of 3.84 dwelling units per acre. The platted area, named the Oakcreek Subdivision, would be zoned R-8 (Medium Density Residential), per The Oaks annexation and zoning application. Oakcreek will be the first neighborhood within The Oaks, and will consist of detached single family homes on lots ranging from 5,450 to 14,072 square feet. The proposed median lot size in the neighborhood is 6,452 square feet. Home elevations and floor plans representative of those proposed in the neighborhood are provided with this application. No variances are requested with this application. The total common area proposed in the Oakcreek Subdivision is 5.06 acres; 3.08 acres of which is eligible open space and is equivalent to 10.03% of the neighborhood. Oakcreek also includes 37-foot exterior buffers along McMillan Road and a 35-foot landscape buffer adjoining Black Cat Road. The primary open space consists of a 1.39-acre park centrally located in the neighborhood. This area is visible to and easily accessed by all residents, providing for active recreational opportunities. Play equipment, a picnic shelter and a pathway will be installed in the central park. The neighborhood will be constructed with detached sidewalks, street trees and eight -foot landscape parkways throughout. A Settlers Irrigation District canal traverses the platted property from east to west, and a 50-foot wide open space corridor is provided to preserve access to the canal. Wrought iron fencing will be installed along both sides of the open space corridor. Sanitary sewer and domestic water services currently are being extended north to Oakcreek in Black Cat Road. Coleman Communities has been coordinating with the City Engineer and their consultants to correctly locate required new sewer and water service stubs and has agreed to pay for these improvements. Additionally, this application includes a sewer invert map to demonstrate the ability of the Black Cat Sewer Trunk to service the Oakcreek Subdivision. Lastly, a pressurized irrigation pump station will be installed along the Settlers' canal. The proposed site plan provides a roadway knuckle for the benefit of an out -parcel at the southeast corner of the neighborhood. With a future alternative access, the property could be re- developed to eliminate its access to Black Cat Road; necessary because its dimensions are 169 feet by 258.6 feet, which does not meet the minimum frontage for a full access under ACHD policy standards. Stub streets are provided to the southeast parcel and to the west boundary for future access. The Oaks Narrative 9 of 9 m z Crl ,5........, ._...�....... f f l � JN$! THE OAKS PROPOSED NEIGHBORHOOD AREAS s LOCATED IN SECTIONS 28 R 33, T.4N., R.IW., B.Y. MERIDIAN, ADA COUNTY, IDAHO ENGINEERING SOLUTIONS I u[a n. ROSARIO ST., SiE 100 MERIDIAN. IDAHO 83842 PhDs (208) "I' -OW F- (208) We -MI A OAKCREEK SUBDIVISION TRAFFIC IMPACT ANALYSIS Prepared for Engineering Solutions 1029 North Rosario Street Meridian, ID 83642 0 Washington Division 720 Park Boulevard, P.O. Box 73 Boise, Idaho 83729-0073 (208) 386-5000 February 12, 2008 TABLE OF CONTENTS SUMMARY ......... )'_-'_,_.-~_~----- Puxmm^wSED DEVELOPMENT .......................... ---'.--�-.----'---~--_----------.~- STUDY AREA CONDITIONS ....................... StudyArea ........ ................. -..^_~_.._, Land Use .~.--~`~~~-~~~`'~`-^^^'~'--'~~'-��'~~~~~'~~'~~'~--'~'~~~'~~� .............9 ----_~~.~ C~,N~~°IONx .............. _____,_�__ 7r�OcVo/onne�.'__---^-'----------- Road System- ..................... .................. ~'----'-~-~-'-------------'-----'-'----/� -~_~~~~~-.-^...--^^--~..`,^_-..~_' STUDYPEIZIOD.............................. ..... ............................. ~-`~~''~...... ^---.................... ........... '........ l0 PROJEC-TED TJQAFF0C�'-~_,-~,-___________ Site Traffic -~~-~-----'-~`-�`-~~~-~~-~'~ .............. Trip. Generati]] ........... T, rip Distriby on -.... ..... ....... -'.................. '`-~'~--~~'^~~'-~'-~-~'~---'~-'~~'-~-^...�l .................... Background Traffic. f��_.^-'~.-'~�__',,.,_,~_, ....... --' -~~'-^~'-'~'^^~^-'-^-~~'^--'^~---^-` - �mtu �na���.._~~~...^^.^'^~~^~~~-^,_,-___. ^~'^~^~-~-''-'--~-'-~--~-'--'^~^`^'^``^~'~--'�� TRAFFIC ANALYSIS ___.___~_____...___.._~` -'~'-'-'-----'----~..- l# ��pmo�'Azom�s�and &vsuc�ued Impact Fees ....... ..........................---�-~--�--~-- CONCLU_--_-............. ^..^....................................... ........................ ~.................... ......................... 23 o"kcm° -uxArrT*m" Report EXECUTIVE SUMMARY The proposed Oakcreek subdivision is a residential development site located on McMillan Road between McDermott Road and Black Cat Road in Meridian, Idaho. This project is expected to include 1,600 single family homes plus a swimming pool / recreation complex. The project is expected to develop in two major phases. Phase 1 will be the 109 single family homes southwest of the McMillan / Black Cat intersection. Phase 2 will be the remainder of the project, including 1,491 single family homes plus a 4 acre swimming pool / recreation complex. Transportation improvements are specified separately for the Phase I and build out developments. This report uses "build out" to reference the completion of Phases 1 and 2. The following are the principal conclusions of the traffic analysis for the Oakcreek development. 1) The proposed development is projected to generate an average daily traffic (ADT) volume of 17,328 vehicles of which the a.m. and p.m. peak hour traffic is only 1,307 and 1,818 vehicles per hour respectively. Phase I traffic will generate 1,043 daily vehicles of which the a.m. and p.m. peak hour traffic is only 82 and 110 vehicles per hour respectively. 2) As a result of the site build -out, traffic on the area roadways is expected to increase in the vicinity. Traffic on Chinden Boulevard may increase by 1,733 trips per day west of McDermott Road and 6,065 trips per day east of Black Cat Road. Traffic on McMillan Road may increase by 5,198 trips per day east of McDermott Road and 12,130 trips per day west of Black Cat Road. Traffic on McMillan Road may increase by 866 trips per day west of McDermott Road and 1,733 trips per day east of Black Cat Road. Traffic on McDermott Road may increase by 1,733 and 2,599 trips per day north and south of McMillan Road respectively. Traffic on Black Cat Road may increase by 6,065 and 4,332 trips per day north and south of McMillan Road respectively. 3) There are several on -going roadway planning efforts for this area. Some of the key projects include: i) COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although plans are stilt developing, the anticipated outcome is an expressway with grade -separated interchanges. Any corridor plan will affect regional traffic patterns in general and affect the Chinden intersections with McDermott Road and Black Road in particular. ii) Idaho Transportation Department (ITD) is also currently examining the potential extension of SH-16 (Emmett Highway) from SH-44 (State Street) south to Interstate 84. Various corridor routes are under consideration. One option is a connection to near the McDermott Road corridor. Any corridor plan will affect all the roadways and intersections within the area. UM I Washington Division Oakcreek— Traffic Repon February 12.2008 4) The intersection of McDermott Road and Chinden Boulevard is currently a TEE intersection with the STOP control on McDermott Road. This intersection currently operates at Level of Service (LOS) D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. For the Year 2015 build out condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. None of the traffic signal warrants are met at this location if a northbound right turn lane is constructed. Approximately 9.2% of the peak hour traffic volumes are attributed to the Oakcreek development. No improvements are needed to accommodate the Phase 2 build out traffic volumes. COMPASS and 1TD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the McDermott / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. 5) The intersection of Black Cat Road and Chinden Boulevard is currently STOP controlled on the Black Cat Road approaches. This intersection currently operates below capacity at LOS D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the existing or background traffic volumes. The intersection of Black Cat Road and Chinden Boulevard will operate at LOS F under forecast Phase 1 traffic conditions. This level of service affects only the 68 northbound vehicles. The traffic volumes do not meet the minimum volume needed for the peak hour signal warrants. No improvements are needed to accommodate the Phase 1 traffic volumes. With the addition of the Phase 2 traffic, the intersection will operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the Phase 2 traffic volumes. With the addition of a traffic signal, added left turn lanes on all approaches, and northbound and eastbound right turn lanes the intersection will operate at LOS D during the p.m. peak hour. Approximately 27.1% of the peak hour traffic volumes are attributed to the Oakcreek development. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the Black Cat / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. 6) The intersection of McDermott Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS A for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. For the Year 2015 Phase 1 build out condition, the intersection is forecast to operate at LOS .B during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS C during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. Approximately 70.31/a of the peak hour traffic volumes are attributed to the Oakcreek development. M 2 Washington Omspon Oakcreek— Traffic Report February 12. 2008 7) The intersection of Black Cat Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS B for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. The intersection of Black Cat Road and McMillan Road will operate at LOS B under forecast Phase 1 traffic conditions. No improvements are needed to accommodate the Phase 1 traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the build out traffic volumes. With the addition of a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches, the intersection will operate at LOS D under Year 2015 build out conditions. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. 8) The site plan shows a new site access (i.e. west site access) intersection on McMillan Road, approximately 700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches, a westbound right turn lane on McMillan and separate left and right turn lanes on the northbound and southbound approaches the intersection will operate at LOS C. This signal location may not met ACHD developing standards for signal spacing on arterial roadways. 9) The site plan shows a new site access (i.e. middle site access) intersection on McMillan Road, approximately 2,700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches and a westbound right turn lane, the intersection will operate at LOS C. 10) The site plan shows a new site access (i.e. east site access) intersection on McMillan Road, approximately 600-ft west of the Black Cat Road intersection. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the westbound and northbound approaches, the intersection will operate at LOS C as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. 1 1) The site plan shows a new site access (i.e. north site access) intersection on Black Cat Road, approximately 2,200-ft south of Chinden Boulevard. The forecast traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. 12) The site plan shows a new site access (i.e. south site access) intersection on Black Cat Road, approximately 660-ft south of McMillan Road. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches, 13) The Chinden Boulevard (US 20-26) traffic volumes exceed the roadway's planning threshold under forecast Year 2015 and forecast Year 2030 build -out for a two-lane, limited access highway. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access, four -lane expressway with grade -separated interchanges at key locations. 3 Washington DMslon Oak -reek— Traffic Report February 1=. 2008 14) The forecast daily build -out volumes (Year 2015) for all other roadways in the vicinity of the project are lower than the planning development thresholds. The other area's roadways do not require any capacity improvements to accommodate the site generated traffic volumes. 15) Internally, most of the subdivision streets with front -on -housing have projected ADT volumes less than 1,000 vehicles per day. There may be a short term problem with the northern connection to Black Cat Road if the traffic volumes exceed 1,000 vpd. This issue will be mitigated as the roadway system develops within this section and additional access routes are developed. 16) This project site will generate approximately $4,020,000 in impact fee revenues to the Ada County Highway District (Ordinance 202). Following are the transportation. related improvements needed to accommodate the Phase 1 traffic volumes generated by the Oakcreek development: • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new east site access intersection on McMillan Road, approximately 600-ft west of Black Cat Road. Construct a westbound left turn lane on McMillan Road. Provide sufficient width on the new northbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new south site access intersection on Black Cat Road approximately 660-ft south of McMillan Road. Construct a northbound left turn lane on Black Cat Road. Provide sufficient width on the new eastbound road to accommodate separate left and right turn lanes. Following are the transportation -related improvements needed to accommodate the Phase 1 and Phase 2 (build out) traffic volumes generated by the Oakcreek development: • Construct separate northbound and eastbound right turn lanes at the Chinden / Black Cat intersection. Signalization and added left turn lanes on all approaches ere identified as improvements needed for the background condition. Approximately 27.1 % of the peak hour traffic volumes are attributed to the Oakcreek development. Construct a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches for the McMillan Road / Black Cat Road intersection. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. • The forecast traffic volumes meet the peak hour traffic signal warrants at the new west site access intersection on McMillan Road, 700-ft east of the McDermott Road intersection. Construct a traffic signal and provide an added left turn lane on all approaches. This signal location may not meet ACHD developing standards for signal spacing on arterial roadways. • The forecast traffic volumes meet the peak hour traffic signal warrants at the new middle site access intersection on McMillan Road. 2,700-ft east of the McDermott Road intersection. Construct an eastbound left turn lane on McMillan Road. Provided sufficient width on the new southbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new east site access intersection 660-ft west of Black Cat Road. Construct a westbound left turn lane on McMillan Road. Provided suffici separate left and right turn lanes. ent width on the new northbound road to accommodate Vim= n Division 4 Oakereek Trarric Report February 12, 2008 The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new north site access intersection on Black Cat Road approximately 2,200-ft south of Chinden Boulevard. Construct a northbound left turn lane on Black Cat Road. Provided sufficient width on the new eastbound road to accommodate separate left and right turn lanes. The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new south site access intersection on Black Cat Road approximately 660-ft south of McMillan Road. Construct a northbound left turn lane on Black Cat Road. Provided sufficient width on the new eastbound road to accommodate separate left and right turn lanes. No other traffic -related improvements have been identified with this analysis IERS S Washington Division Oakcreek - Traffic Repon February 12. 2009 INTRODUCTION The Washington Division (Washington) of the URS Corporation has been retained to prepare a traffic impact study for the proposed Oakcreek development. The project site is located on McMillan Road between McDermott Road and Black Cat Road in Meridian, Idaho. This project is expected to include 1,600 single family homes plus a 4 acre swimming pool / recreation complex. Figure 1 shows the location of the project and its vicinity. The purpose of this report is to evaluate the traffic impacts resulting from the proposed development in the vicinity of the project. This study will make recommendations for improvements to the transportation system which will mitigate any potentially adverse impacts of the development. This report is prepared in conformance with ACHD's requirements of a major traffic impact study. In particular, the scope of the study includes the following: • Trip generation of the proposed development; • Trip distribution and traffic assignment of the site generated traffic; • Roadway capacity impacts on arterial roads in the project vicinity, • Impacts of the site generated traffic on the existing McDermott Road intersections with Chinden Boulevard (US 20-26) and McMillan Road, the existing Black Cat Road intersections with Chinden Boulevard (US 20-26) and McMillan Road, and any new site access intersections with McMillan Road and Black Cat Road; • Any potential transportation mitigation measures. This region had been examined as part of the North Meridian Area Traffic Study in 2001 and the North Meridian Study Update in 2005. The Community Planning Association (COMPASS) and the Idaho Transportation Department (ITD) are currently examining the entire US 20-26 Corridor to determine a long-range improvement plan. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although plans are still developing, the anticipated outcome is an expressway with grade -separated interchanges. Any corridor plan will affect regional traffic patterns in general and affect the Chinden intersections with McDermott Road and Black Road in particular. The Idaho Transportation Department (ITD) is also currently examining the potential extension of SH-16 (Emmett Highway) from SH-44 (State Street) south to Interstate 84. Various corridor routes are under consideration. One option is a connection to near the McDermott Road corridor. Any corridor plan will affect all the roadways and intersections within the area. PROPOSED DEVELOPMENT The Oakcreek project is a proposed residential development with approximately 1,600 single-family residential units. The proposed preliminary site plan for the project is shown in Figure 2. This transportation study assumes the development will be completed by the year 2015. IRS 6 Washington 0i4sion Oakcreek— Traffic Report February 12, 2008 RS 7 Washington Division Oakcreek - Traffic Report February 12 2008 i i1 1 I�T.a1 '•```ti!Lm -off F IIIDeflnlaYl\ --- If^/>z+.i11'-.1�\Pnnsn19.11paII ,�iK IGIIIInOlII! e^s _ i isw �- L-ICI IIIeL-i j)ji GI: rlannuwumtl 1=_h I illlrTili! » .- -a�eanudulliivarinnu....,_ —Lj i — — I = 1 _ LS I, if washfngtonNvisbn Engineering Solutions Figure 2 Study Area The area of influence will be north -central Ada County. The area of primary impact will be along McMillan Road, Chinden Boulevard (US 20-26), North McDermott Road, and North Black Cat Road in the project vicinity. The intersections considered for impacts are the existing McDermott / Chinden intersection, the existing McDermott / McMillan intersection, the existing Black Cat / McMillan intersection and the existing Black Cat / Chinden intersection. Land Use The project area is currently used for agriculture activities. The site is proposed for residential uses in accordance with the Meridian Comprehensive Plan. EXISTING CONDITIONS Traffic Volumes Existing average daily traffic (ADT) volumes and p.m. peak hour turning movement volumes were obtained by Washington's on -site counts and supplemented with available data from other recent traffic studies in the area. The link counts were from 2007. The 2030 forecast ADT was acquired from COMPASS. The existing daily and peak hour traffic counts near the site are summarized in Figure 3. Road System The road system in the site vicinity is described below: • Chinden Boulevard (US 20-26) is an east -west, two-lane facility classified as a principal arterial by COMPASS. The posted speed limit is 55 mph. Chinden Boulevard is also identified as a future expressway. • McDermott Road is a north -south, two-lane facility classified as a principal arterial by COMPASS. The roadway is treated as a minor arterial (section line road) in this analysis. The posted speed limit is 50 mph. McDermott Road is also identified as a future expressway. • Black Cat Road is a north -south, two-lane facility classified as a minor arterial by COMPASS. The posted speed limit is 50 mph. • McMillan Road is an east -west, two-lane facility classified as a minor arterial by COMPASS. The posted speed limit is 50 mph. The intersections in the site vicinity are described below: • The McDermott Road / Chinden Boulevard (US 20-26) intersection is a TEE intersection. The STOP with control on the northbound McDermott Road approach. Each leg of the intersection has one lane. There is an added westbound left turn lane on Chinden Boulevard (US 20-26). • The Black Cat Road / Boulevard (US 20-26) intersection is a two-way STOP with control on Black Cat Road. Each leg of the approach has one lane with added left turn lanes on Chinden Boulevard (US 20-26). • The McDermott Road / McMillan Road intersection is a two-way STOP with control on McMillan Road. Each leg of the approach has only one lane. • The Black Cat Road / McMillan Road intersection is a two-way STOP with control on McMillan Road. Each leg of the approach has only one lane. 9 UM Oakcreek — Traffic Report February 12. 2009 Washington Division to URSOakcreek - Traffic Report Washington Division February 12, 2008 S"I'IIJI DY i1 'E"41101D The build -out year for this study will be 2015. This date was selected to allow for project approval, engineering, construction, and full development of the site. The weekday p.m. peak hour period was analyzed for site impacts. Typically the p.m_ peak hour occurs between 4:00 p.m. and 6:00 p.m. PROJECTED TRAFFIC Site Traffic Trip Generation Site traffic generation is normally estimated by procedures recommended in the latest edition of the Trip Generation Manual (7'h Ed) published by the Institute of Transportation Engineers (ITE). Trip rates estimated in the manual are based on actual driveway traffic measurements performed on different land uses nationwide, particularly in metropolitan areas. The site trip generation is obtained by applying the trip rates from the Trip Generation Manual to each of the uses of the site development. Table I presents the summary of the site trip generation used in this report. The proposed development is projected to generate an ADT of 17,328 vehicles, of which the a.m. and p.m. peak hour traffic is 1,307 and 1,818 vehicles per hour respectively. The Phase I development represents only 109 homes. Phase 1 is projected to generate an ADT of 1,043 vehicles, of which the a.m. and p.m. peak hour traffic is 82 and 110 vehicles per hour respectively. Table 1: Trip Generation Summary i 1 . ?II i Single Family - Single Family - Single Family - Recreation Category Phase 1 Parcel Southwest Parcel North Parcel Facility Total Trips 4 Acres Number of Lots 109 136 1,355 4 Trip Generation Rate 24-hr daily rate 9.57 9.57 9.57 504.00 am peak hour rate 0.75 0.75 0.75 26.75 pm peak hour rate 1.01 1.01 1.01 50.40 Total Trips Generated 24-hr daily rate 1,043 1,302 12,967 2,016 17,32t3 am peak hour trips t32 102 1,016 107 1,307 L_EELpeak hour rate 110 137 1,369 202 1,818 Trip Distribution Once the generated trips are estimated, they are distributed to their geographic origins or destinations and assigned to particular segments of the encompassed transportation network. The trip distribution along the roadway network and turning movement percentages were based on existing traffic movement data and engineering judgment. The distribution of the site traffic along the roadway network is given in Figure 4 in the form of percentages of total generated traffic for the site. Figure 5 illustrates the rounded internal site traffic distribution. Figures 6A and 6B present the forecast site traffic on the external network. Figure 6A shows the site traffic volumes from Phase 1. Figure 6S shows the combined site traffic numbers from both Phase 1 and Phase 2. TIRS 11 Oakcreek -Traffic Repon Washington Diasion February 12 2008 N i NO SCALE � 1 ,FDA CCUM US HVJY 20.26 lilt' , N MG RRILLA\ fide S � �... a' n: URS F r ° � x x � F S `u 4 9 Oakcreek Subdivision waslungtonDivcoan Engineering Solutions Figure 4 Um Oakcreek Traffic Re12 pon Washington Division rebruary 12. 2008 is Engineering SolutionsI Flgure 5 ,-"we ll-' USOakcreek — Traffic Report Washington Division February 12.2008 IEIII,,,. ' aJ 1 l► �. NO SCALE 84- 1 - I AAA COUNT USHWY2026 r_--� ---- - _ •f 733 ;; -- ----_ _-'�------_-- - - -- -.. - - -- ---� -• }>� - - e N � f-""— .io f t 1 ^ I I 7�- I r 73 144 €r ----4e------_--- ��{f •R 1 1 MC M i_LANI RiS .- ,_ yf�1' tug:.., .. r. .,:.7 =92.130E1 1- _ __ 11 LEGS D PM PM PEAK HOUR ADT ®AILYTRAFFiC jr iwash{ng[on DMS1 DF 9 733 R%T 8 133 34 1 1 I I 2:3 J�' i 8 245 a> —_� e 440 I f c I 83 --------—- ---•- - -- -- I--- i 1- '-___- N �4 � 100 I I � ' I Phase 1 & 2 - Site Traffic ®ustdbuUctn Oakc reek Subdivision Engineering S©lutho as Rquire 6B 15 Oakcreek - Traffic Report Washington Division February 12. 2008 I 1 I I 1 I I 1 � ----------- - - - - -- _L_ ` fl��4� 1005 ! I 627 --t ��+ 992 I NO `SCAM 1 23 -� r- r B5 I r _ 1 ---- -- --J L_ 92_ Z r 396 J lh fit^ I I I I ADA COUNTY US Hw^f 20-26 r. _ .. .I 26 065 I I �. m 0 1 I I N e. 1 - f— ___•� t I C, ht ' 1 120 ? L- 280 188 -► --�- 195 ! T'" 1 Iva , I 66 Z I 1S4 I �i*{� 1• -'-_, t c"a r f" 885 f L--« a ---- 15—J r.:. jr ! O MC PJlii,tlaN RiJ 1 I �7`Sf`f TTRIir1 rr.rv-co 1 - 3 143 1 S I f� 133 = 311 i 9 213 22 I —1 239 - > — n 567 I N I 103 225 1 a! L i------------ a —a—_ i i _ 15125 1 12 of 1 r 3 L G,EJ 'Q t c, A i � Pf41 3:v1s3 A.*x .r^JOiJ;�. � I --- Miui - iJliiLi IrSAP III; Phase 1 & 2 - Build Out Peak Hour Traffic Volumes Oakcreek SubdiURSvision - WashiroonMvWan Engineering Solutions -- Figure %B Um Oakcreek Traffic Re17 port Washington Division February 12. 2008 Background Traffic The Background (no -build) traffic volumes are calculated to account for the increase in traffic on the vicinity roadways due to development and the natural growth in traffic. The background traffic volumes were assumed to be increased by 3% per year. This is the regional average based upon the COMPASS 2030 traffic forecast. Total Traffic The site traffic is added to the background traffic to obtain the total build -out traffic for the year 2015. The combined values for the 2015 background p.m. peak hour were added to the forecast p.m. peak hour traffic volumes generated by the project site and are shown in Figure 7. Figure 7A shows the build out traffic volumes from Phase 1. Figure 7B shows the combined build out traffic numbers from both Phase 1 and Phase 2. TRAFFIC ANALYSIS Capacity Analysis and Level -of -Service An intersection capacity analysis was performed using the Highway Capacity Software (HCS+) based on the 2000 edition of the Highway Capacity Manual for the existing, 2015 background, and 2015 build -out conditions was performed. For the Phase 1 and Phase 2 background conditions, the existing traffic control was assumed to be in place for Year 2015 conditions. The results of the area's capacity analysis are summarized in Tables 2 and 2A. Table 2: Intersection Capacity Analysis Summary Intersections Peak Hour Traffic Control 2007 Eiistin 2015 Background 2015 Build Out LOS I Del!s. LOS Delay (sl LOS I Delay s,' Chinden at McDermott PM STOP D 28.3 E 39.8 E (1) 49.0 STOP D 28.2 --- F 55.0 F > 100 . Chinden at Black Cat PM - Signal ------ C (2) 31.0 - D (2) -- — 52.9 McMillan at McDermott PM STOP A 9.8 B 10.0 C 22,5 STOP B -- 10.5 B 11.1 F > 100 McMillan at Black Cat PM Signal D (2) 50.5 McMillan at New West Site STOP F > 100 Access PM Signal - C (2) 312 McMillan at New Middle Site STOP F > 100 Access PM Signal - - -- C (2) 25.7 McMillan at New East Site j PM STOP C 16.7 Access Black Cal at new North Site Access PM STOP B 13.8 Black Cat at new South Site PM STOP g Access 12.6 The LOS for a two-way stop references the minor street approach. The major street does not stop. Notes: 1) Will not require a signal if a northbound right turn lane is constructed. 2) Will also require additional turn lanes. rt Um Oakcreek Traffic Report Washington Division February 12. 2008 Table 2 represents build out conditions that include both Phase I and Phase 2 traffic. Table 2A illustrates the key intersections affected by the Phase I development only. Phase 1 will be the 109 single family homes southwest of the McMillan / Black Cat intersection. Phase 2 will be the remainder of the project, including 1,491 single family homes plus a 4 acre swimming pool / recreation complex. The 2015 planning year was used for both Phase 1 and Phase 2. In reality, Phase 1, if developed alone, could be completed before the year 2015. If that occurs, the background traffic numbers would be smaller. The intersection of McDermott Road and Chinden Boulevard is currently a TEE intersection with the STOP control on McDermott Road. This intersection currently operates at Level of Service (LOS) D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. For the Year 2015 build out condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. None of the traffic signal warrants are met at this location if a northbound right turn lane is constructed. Approximately 9.2% of the peak hour traffic volumes are attributed to the Oakcreek development. No improvements are needed to accommodate the Phase 2 build out traffic volumes. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the McDermott / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. The intersection of Black Cat Road and Chinden Boulevard is currently STOP controlled on the Black Cat Road approaches. This intersection currently operates below capacity at LOS D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the background traffic volumes. With the addition of the Phase 1 traffic, the intersection will operate at LOS F during the p.m. peak hour. With the addition of the Phase 2 traffic, the intersection will operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the Phase 2 traffic volumes. With the addition of a traffic signal, added left turn lanes on all approaches, and northbound and eastbound right turn lanes the intersection will operate at LOS D during the p.m, peak hour. Approximately 27.1 % of the peak hour traffic volumes are attributed to the Oakcreek development. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation .is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the Black Cat / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out development. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the McDermott / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. The intersection of Black Cat Road and Chinden Boulevard will operate at LOS F under forecast Phase 1 traffic conditions. This level of service affects only the 68 northbound vehicles. The traffic volumes do not meet the minimum volume needed for the peak hour signal warrants. No improvements are needed to accommodate the Phase 1 traffic volumes. The intersection of McDermott Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS A for the um Oakcreek - Traffic Re19 ponn Washington DMsion February 12. 2008 existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. For the Year 2015 Phase 1 build out condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS C during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. Approximately 70.3% of the peak hour traffic volumes are attributed to the Oakcreek development. The intersection of Black Cat Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS B for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. For the Year 2015 build out condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the build out traffic volumes. With the addition of a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches, the intersection will operate at LOS D under Year 2015 build out conditions. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. The intersection of Black Cat Road and McMillan Road will operate at LOS B under forecast Phase 1 traffic conditions. No improvements are needed to accommodate the Phase 1 traffic volumes. The site plan shows a new site access (i.e. west site access) intersection on McMillan Road, approximately 700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches, a westbound right turn lane on McMillan and separate left and right turn lanes on the northbound and southbound approaches the intersection will operate at LOS C. This signal location may not met ACHD developing standards for signal spacing on arterial roadways. The site plan shows a new site access (i.e. middle site access) intersection on McMillan Road, approximately 2,700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches and a westbound right turn lane, the intersection will operate at LOS C. The site plan shows a new site access (i.e. east site access) intersection on McMillan Road, approximately 600-ft west of the Black Cat Road intersection. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the westbound and northbound approaches, the intersection will operate at LOS C as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. The site plan shows a new site access (i.e. north site access) intersection on Black Cat Road, approximately 2,200-ft south of Chinden Boulevard. The forecast traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. The site plan shows a new site access (i.e. south site access) intersection on Black Cat Road, approximately 660-ft south of McMillan Road. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. 20 UM Oakcreek —Traffic Report Washington DMsion February 12. 2008 Roadway Capacity The planning development thresholds for arterial and collector streets are as follows: • A 2-lane expressway (US 20-26 and McDermott Road) is 17,500 vehicles per day at LOS D. • A 2-lane expressway (US 20-26 and McDermott Road) is 20,000 vehicles per day at LOS E. • A 4-lane expressway (US 20-26 and McDermott Road) is 35,000 vehicles per day at LOS D. • A 4-lane expressway (US 20-26 and McDermott Road) is 40,000 vehicles per day at LOS E. • A 2-lane minor arterial road (McDermott Road, McMillan Road and Black Cat Road) is 14,000 vehicles per day at LOS D and 17,000 at LOS E. • A 4-lane (plus center turn lane) minor arterial road (McMillan Road and Black Cat Road) is 33,000 vehicles per day at LOS D and 37,000 at LOS E. • A local roadway has a planning threshold of 1,000 ADT but may reach 2,000 ADT under some circumstances (ACHD Policy 7201.1.1). Table 3 summarizes the future daily traffic projections and daily capacity requirements on roadways within vicinity of the site. Table 3A illustrates the future daily traffic projections under Phase I development. Table 3A: Existing and Future Traffic Projections on Vicinity Roadways - Phase 1 Only Roadway Location Dafly (20 c Count {2007)i •Estimated 2008! Counts 2015 Background' Volume Site Traffic Volume 2015 Build out Volume 2030 COMPASS � Model I Planning Planning Threshold Threshold (LOS D • 2 Lane' )(LOS D-4 Lane) '. US 20.26 w of McDermott 15.631 16.300 20,000 104 20,104 28,900 17,544 17.511 a of 61ack Cal 15,631 16,300 20,D00 365 20,365 22.800 McDermott n of McMillan 502 520 600 104 704 7,400 17,598 McDermott Black Cat s of McMillan n of McMillan 502 1,546 520 11600 600 2,000 1 156 365 756 2,365 6.000 16,700 17.548 1= Black Cat s of McMillan 1,546 1,600 2,000 261 2,261 13,800 1,lN McMillan w of McDermott 1,106 1,200 1,500 52 1,552 1 9D0 14 N• McMillan McMillan eofMcDermott Lot Black Cat 1,106 1,1D6 1,200 1,200 11500 1.500 313 730 1,813 2,230 9,500 9,500 14,N• McMillan a of Black cat 1.1o6 1200 1.500 104 1 604 11 800 14 108 � �"�-�":'_' 1-.., +�- r . "+'�'� _•� Win,. _ -...a=a'. _ _ . _ _, The US 20-26 traffic volumes exceed the roadway's planning threshold under forecast Year 2015 and forecast Year 2030 build -out for a two-lane, limited access highway. COMPASS and 1TD are currently 21 V iW Gakv reek - Traffic Repon Washington Division February 12. 2008 examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access, four -lane expressway with grade - separated interchanges at key locations. The forecast daily build -out volumes (Year 2015) for all other roadways in the vicinity of the project are lower than the planning development thresholds. The other area's roadways do not require any capacity improvements to accommodate the site generated traffic volumes. Site Access and Circulation The east -west roadway connecting the northern portion of the project to Black Cat Road has only an indirect connection to the main portion of the development project. This roadway has 16 homes that front on it. This traffic analysis indicates that build out (Phase 1 and Phase 2) traffic volumes be 650 vehicles per day. There are three new residential collector intersections with McMillan Road. Each of these roadways is expected to accommodate more than 1,000 vehicles per day. However, the segments with front -on housing do not exceed the planning threshold. The access to the swimming pool / recreation complex is off another residential collector. Although the center will generate 2,000 daily vehicle trips, the site access is from a residential collector without front- on housing. All of the remaining subdivision streets with front -on -housing have projected ADT volumes less than 1,000 vehicles per day. All distances between site accesses and major intersections are within typical planning guidelines. The site plan (Figure 2) shows a number of residential stub streets. These stub streets are planned to connect to future residential developments and provide inter -neighborhood connectivity. None of the adjacent parcels has any firm development plans at the present time. Associated Impact Fees The proposed Oakcreek subdivision includes 1,451 single-family residential units in the development. As a result of this proposed development, the development will incur an impact fee cost of approximately $4,020,000 based on current ACHD Policy (Ordinance 202). UM Oakcreek — Traffic Re22 port Washington Omsion February t 2008 CONCLUSIONS The following are the principal conclusions of the traffic analysis for the Oakcreek development. 1) The proposed development is projected to generate an average daily traffic (ADT) volume of 17,328 vehicles of which the a.m. and p.m. peak hour traffic is only 1,307 and 1,818 vehicles per hour respectively. Phase 1 traffic will generate 1,043 daily vehicles of which the a.m. and p.m. peak hour traffic is only 82 and 110 vehicles per hour respectively. 2) As a result of the site build -out, traffic on the area roadways is expected to increase in the vicinity. Traffic on Chinden Boulevard may increase by 1,733 trips per day west of McDermott Road and 6,065 trips per day east of Black Cat Road. Traffic on McMillan Road may increase by 5,198 trips per day east of McDermott Road and 12,130 trips per day west of Black Cat Road. Traffic on McMillan Road may increase by 866 trips per day west of McDermott Road and 1,733 trips per day east of Black Cat Road. Traffic on McDermott Road may increase by 1,733 and 2,599 trips per day north and south of McMillan Road respectively. Traffic on Black Cat Road may increase by. 6,065 and 4,332 trips per day north and south of McMillan Road respectively. 3) There are several on -going roadway planning efforts for this area. Some of the key projects include: i) COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although plans are still developing, the anticipated outcome is an expressway with grade -separated interchanges. Any corridor plan will affect regional traffic patterns in general and affect the Chinden intersections with McDermott Road and Black Road in particular. ii) Idaho Transportation Department (ITD) is also currently examining the potential extension of SH-16 (Emmett Highway) from SH-44 (State Street) south to Interstate 84. Various corridor routes are under consideration. One option is a connection to near the McDermott Road corridor roadways and intersections within the area. . Any corridor plan will affect all the 4) The intersection of McDermott Road and Chinden Boulevard is currently a TEE intersection with the STOP control on McDermott Road. This intersection currently operates at Level of Service (LOS) D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. Oakcreek — Traffic Report Washington Division February 12. 2008 For the Year 2015 build out condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. None of the traffic signal warrants are met at this location if a northbound right turn lane is constructed. Approximately 9.2% of the peak hour traffic volumes are attributed to the Oakcreek development. No improvements are needed to accommodate the Phase 2 build out traffic volumes. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the McDermott / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. 5) The intersection of Black Cat Road and Chinden Boulevard is currently STOP controlled on the Black Cat Road approaches. This intersection currently operates below capacity at LOS D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the existing or background traffic volumes. The intersection of Black Cat Road and Chinden Boulevard will operate at LOS F under forecast Phase 1 traffic conditions. This level of service affects only the 68 northbound vehicles. The traffic volumes do not meet the minimum volume needed for the peak hour signal warrants. No improvements are needed to accommodate the Phase 1 traffic volumes. With the addition of the Phase 2 traffic, the intersection will operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the Phase 2 traffic volumes. With the addition of a traffic signal, added left turn lanes on all approaches, and northbound and eastbound right turn lanes the intersection will operate at LOS D during the p.m. peak hour. Approximately 27.1 % of the peak hour traffic volumes are attributed to the Oakcreek development. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the Black Cat / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. 6) The intersection of McDermott Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS A for the existing traffic volumes during the p.m, peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. For the Year 2015 Phase 1 build out condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS C during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. Approximately 70.3% of the peak hour traffic volumes are attributed to the Oakcreek development. 7) The intersection of Black Cat Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS B for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. XS 24 Oakcreek 'rraffic Repon Washington Divsion February 12, 2008 t' The intersection of Black Cat Road and McMillan Road will operate at LOS B under forecast Phase 1 traffic conditions. No improvements are needed to accommodate the Phase I traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the build out traffic volumes. With the addition of a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches, the intersection will operate at LOS D under Year 2015 build out conditions. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. 8) The site plan shows a new site access (i.e. west site access) intersection on McMillan Road, approximately 700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches, a westbound right turn lane on McMillan and separate left and right turn lanes on the northbound and southbound approaches the intersection will operate at LOS C. This signal location may not met ACHD developing standards for signal spacing on arterial roadways. 9) The site plan shows a new site access (i.e. middle site access) intersection on McMillan Road, approximately 2,700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches and a westbound right turn lane, the intersection will operate at LOS C. 10) The site plan shows a new site access (i.e. east site access) intersection on McMillan Road, approximately 600-ft west of the Black Cat Road intersection. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the westbound and northbound approaches, the intersection will operate at LOS C as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. 1 1) The site plan shows a new site access (i.e. north site access) intersection on Black Cat Road, approximately 2,200-ft south of Chinden Boulevard. The forecast traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. 12) The site plan shows a new site access (i.e. south site access) intersection on Black Cat Road, approximately 660-ft south of McMillan Road. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. The Phase I traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. 13) The Chinden Boulevard (US 20-26) traffic volumes exceed the roadway's planning threshold under forecast Year 2015 and forecast Year 2030 build -out for a two-lane, limited access highway. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access, four -lane expressway with grade -separated interchanges at key locations. 14) The forecast daily build -out volumes (Year 2015) for all other roadways in the vicinity of the project are lower than the planning development thresholds. The other area's roadways do not require any capacity improvements to accommodate the site generated traffic volumes. 25 Oakcreck— Traffic Report Washington Division February 12. noo& 5) Internally, most of the subdivision streets with front -on -housing have projected ADT volumes less than 1,000 vehicles per day. There may be a short term problem with the northern connection to Black Cat Road if the traffic volumes exceed 1,000 vpd. This issue will be mitigated as the roadway system develops within this section and additional access routes are developed. 16) This project site will generate approximately $4,020,000 in impact fee revenues to the Ada County Highway District (Ordinance 202). Following are the transportation -related improvements needed to accommodate the Phase 1 traffic volumes generated by the Oakcreek development: • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new east site access intersection on McMillan Road, approximately 600-ft west of Black Cat Road. Construct a westbound left turn lane on McMillan Road. Provide sufficient width on the new northbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new south site access intersection on Black Cat Road approximately 660-ft south of McMillan Road. Construct a northbound left turn lane on Black Cat Road. Provide sufficient width on the new eastbound road to accommodate separate left and right turn lanes. Following are the transportation -related improvements needed to accommodate the Phase 1 and Phase 2 (build out) traffic volumes generated by the Oakcreek development: • Construct separate northbound and eastbound right turn lanes at the Chinden / Black Cat intersection. Signalization and added left turn lanes on all approaches were identified as improvements needed for the background condition. Approximately 27.1 % of the peak hour traffic volumes are attributed to the Oakcreek development. • Construct a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches for the McMillan Road / Black Cat Road intersection. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. • The forecast traffic volumes meet the peak hour traffic signal warrants at the new west site access intersection on McMillan Road, 700-ft east of the McDermott Road intersection. Construct a traffic signal and provide an added left turn lane on all approaches. This signal location may not meet ACHD developing standards for signal spacing on arterial roadways. • The forecast traffic volumes meet the peak hour traffic signal warrants at the new middle site access intersection on McMillan Road, 2,700-ft east of the McDermott Road intersection. Construct an eastbound left turn lane on McMillan Road. Provided sufficient width on the new southbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new east site access intersection 660-ft west of Black Cat Road. Construct a westbound left turn lane on McMillan Road. Provided sufficient width on the new northbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new north site access intersection on Black Cat Road approximately 2,200-ft south of Chinden Boulevard. 26 Oakcreck — Traffic Report Washington Division February 12. 2008 Construct a northbound left turn lane on -Black Cat Road. Provided sufficient width on the new eastbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new south site access intersection on Black Cat Road approximately 660-ft south of McMillan Road. Construct a northbound left turn lane on Black Cat Road. Provided sufficient width on the new eastbound road to accommodate separate left and right turn lanes. • No other traffic -related improvements have been identified with this analysis. Oakcreck Traffic Rcpon Washington Division February I?. 2006 REFERENCES "Trip Generation 7th Edition," by Institute of Transportation Engineers, Washington D.C., 2003. "Highway Capacity Manual 2000," Transportation Research Board, Washington D.C. "Development Policy Manual," Ada County Highway District, July 2003. "NCHRP 279, Intersection Channelization Guide," Transportation Research Board. 2002 "Trilogy Subdivision TIS," Washington Group International, April 2006 "Stonebriar Subdivision TIS," Washington Group International, October, 2007 TARS 2 Oakcreek — Traffic Report Washington Division February 12. 2008 APPENDIX um 2 Oakcreek - Traffic Report Washington Division February 12 _WS 104ma UP . .... . . . . ..................... . ........ . ........... . . . ...... .......... ......... . .. ......... . ....... . ...... Pm N-1 UG N I P6 OM P8 am L-0 -Ile N, S,3 C, a ZO % IC-3 5ps-is Slack Cat DO L 0 O-c;L 00113r� Pb 101) 40%9 m 76 on. P8 j!C;UL4ja(]Dj-",j P8 ZIOLUJ-3006il P�j Z3 U) Al 2 77 L L D n 001 Lit P2j je's umOakcreek - Traffic Repo30rt Washington Division February 12,2008 APPENDIX 29 SOakcreek DRAFT Traffic Report wasnington Division February 5. 2008 30 V iYri Oakcreek — DRAFT Traffic Report Washington Division February 5, 2008 CAPACITY ANALYSIS OF EXISTING CONDITIONS URS WaShington Division III ji_iWnj Nil--- iii-i► II�Y.I[c77aiUlliiiii��It:fN1: - -----_--_IIt�1iY.71►/.y�-�•[xl'�M//1�2�=?--=�-- I;1,f[J►'[=71r111-3alt�lilt/lit=i% 1►i�]%1//I�Z�l�N1�7�[=? :�t:t = _'_____ _- — lfilC�YidQ�]%1��fL�tl�llC�]%I�x6�G7L�Y . ;•7E�[t1�lt=i�r:-=�� --- - - - ---------- --..--- .....-.._._ _-'_- 'I''Uvo approach LOS f - I -- I D j Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 1/2/2008 8:09 AM file://C:\Documents%20and%20SettingslszpldbOI\Local%20Settings\Temp\u2k548.tmp 1/2/2008 .......... IMedian Type -061t1:'+:)I �..i c!' 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Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5,21 Generated: 1/212008 8:15 AM file:IIC:\Documents%20and%2OSettines\szt)ldb0l\Local%2OSettines\Temo\u2k54D.tmr) 1/2/2008 i I -imp 1 1pi,; 1 111 furaj�-gamq i 11EPI (zvWz;m(&7o I lr;gt�� jj,&;fj I I UVoT.-ILYMM[an - W&"PI-14 is] i I Lei I wilto Its] al rxg fir z6T*I I rn F1,;- I .. . .. 1. � c � ,. ot Copyright @ 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 1/212008 8:17 AM file:IIC:\Documents%20and%2OSettings\szpldb0l\Local%2OSettingslTemp\u2k552-tmp 1/2/2008 CAPACITY ANALYSIS OF BACKGROUND CONDITIONS Em Washington Division 1'W;. h?ii ':i 1:(",11 1 ................................................................... ....................... .................... ..................... ................................ _............... .p...... _p................... ...........�.........R....,...,,,.........1.,.....,..,,....I,,,,,,,,,.........f.,..,,..,................. ,,.,.,..,,,,,,,,,,k,,,.....I......,.,,,,.,.,,,,,.-.,.,,,,,,,,,,,,.,,.,,,...„..,...,,.,.,,,,,,,,,,...w................................... „1 161'41�1.11"vild�J�6VY �:U�� Y"� Won 1w9.� V"�Q.�9. S'a..�M11�6AFTY Nw�........... General Information Site Information Analyst DBS Intersection Chidden at McDermott Agency/Co. Jurisdiction Date Performed 1/8/08 Analysis Year 2015 Back round Analysis Time Period PM Peak Hour Project Description bomew East/West Street: Chidden orth/South Street: McDermott Intersection Orientation: East-West IStudy Period hrs : 0,25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 663 5 13 1005 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 ourly Flow Rate, HFR eh/hercent 0 720 5 14 1092 0 Heav Vehicles IR 0 -- -- 0edian Type Undivided T Channelized 0 0 Lanes 0 1 0 1 i 0 Configuration TR L T Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 15 13 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 16 0 14 0 0 0 Percent Heavy Vehicles 0 2 0 0 0 1 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 FIT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration I LR Delay, Queue Len th and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR (veh/h) 14 30 (m) (veh/h) 887 133 Vic 0.02 0.23 5% queue length 0.05 0.82 Control Delay (s/veh) 9.1 39.8 OS A E [Approach Delay 39.8 file://C:\Documents%20and%20Settings\szpldb011L.ocal%20Settings\Temp\u2k57B.tmp 1/2/2008 %,upyrignt zvuo University of Honda. All Flights Reserved HCS+Tm Version 5.21 Generated: 1/2f2008 8:48 AM file:HC:\Documents%20and%20Settings\szpldb0l\Local%2OSettings\Temp\u2k57B.tmp 1/2/2008 file://C:\Documents%20and%2OSettings\szi)ldbO I Tocal %20Settings\Temv\u2k5 7F, tmv 1/2/2008 lul Copyright 0 2005 University of Florida, All Rights Reserved HCS+T" version 5.21 Generated: 112/2008 8:48 AM file:HC:\Documents%20and%2OSettings\szp IdbO I Tocal% 20Settings\Tempku2k57F. tmp 1/2/2008 ..m...„.,.,...,.,,.,.,...,,,,......................n....n...n..n.,...,...,.,,,,......................""""'n°'"' w..., .., ...wm....„.,...mom„ General Infon-nation ®oo..,.w.vnvmnvnnwmwnmwvmvn„.,,,a®. �..........m,m..w..m...m.mn.w.w..w..v.m.v..w.......®........n..w....n..�..........u..o,.........v.w.„,�w,,...,.,..,.,„m..m..�..mwmw,,,.w.m..n..m.m..m.„.�..,w..., ........ ite Idl� Information�. Site .., Analyst DBS Agency or Co. Date Performed 11812008 Time Period PM Peak Hour Intersection Chinden at Black Cat Area Type All other areas Jurisdiction Analysis Year 2015 Background Volume and Timinq Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume (vph) 0 627 8 62 992 1 15 1 28 0 0 1 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.92 0.92 10.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Pretimed/Actuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 1 2.0 2.0 Extension of Effective Green 2.0 2,0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 13.2 1 3.2 3.2 3.2 Phasinq Excl. Leff I Thru & RT 03 04 Excl. Left Thru & RT 07 1 08 Timing G= 17.1 1 G= 88.5 G= G= G= 5.8 IY= G= 4.6 ly=-- G= G= Y= 6 IY= 6 Y= Y= 6 Y= 6 ly= Duration of Analysis hrs = 0.25 C cle Len th C = 140.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 0 691 67 1079 16 31 0 1 Lane Group Capacity 216 1175 216 1177 73 52 73 52 v/c Ratio 0.00 0.59 0.31 0.92 0.22 0.60 0.00 0.02 Green Ratio 0.12 0.63 0.12 0.63 0.04 0.03 0.04 0.03 Uniform Delay d1 3.9 15.1 56.1 2.5 64.9 66.8 64.3 65.5 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 0.0 2.2 3.7 12.6 6.8 41.6 0.0 0.7 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 53.9 17.2 59.8 35.1 71.7 108.4 64.3 662 Lane Group LOS D B E D E F E E Approach Delay 17.2 36.6 95.9 66.2 file://C: Documents %20and%20Settings\szp1db0I\Local%20SettingslTemp\s2k6BC.tmp 1/2/2008 ail; �P•���tCtl,.b,,,u',� Qtl.� 'iw,�,.,,.,.,, Intersection Delay Copyright ® 2005 University of Florida, All Rights Reserved Intersection LOS HCS-ir "4 Version 6.21 Generated: 1/2/2008 2:26 PM file://CADocuments%20and%20Settingslszpldb011Locall%20Settings\Temp\s2k6BC.tmp 1/2/2008 file://C:\DocLtments % 20and%2OSettings\szvldbO I \Local %20Settin as\Temv\u2k56D. tmv 1/2/2008 Copyright 0 2005 University of Florida, All Rights Reserved HCS+ Tm Version 5,21 Generated: 1/212008 8:44AM fiIe:IIC:\Documents%20and%2OSettings\szpldb0l\Local%2OSettings\Temp\u2k56D.tmp 1/2/2008 file:HC:1Documents%20and%20Settingslsz>11db011Local%20Settinzs\Temn\u2k574.trmD 1/2/2008 (Approach LOS I I - --- 1 8 1-- 8 Copyright 0 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: IY212008 8:45 AM file:IIC:\Documents%20and%2OSettings\szpldb0l\Local%2OSettings\Temp\u2k574.tmp 1/2/2008 CAPACITY ANALYSIS OF BUILD OUT CONDITIONS FOR PHASE I I= Washington Division Il!mn.un.....nnmn..uuun..unnnnnnmmnnnnnnunnmm�mmm numnnnm��n..mnm��ninininnmm�imunninmmmnmumimmwmmmmmuv®noon........imm�minnnoi..... TWO-WAY AY STOP" t~:CllN"l"'ROL SUMMARY eneral Information Site Information nal st DBS enc /Co. Southeast Parcel Only ate Performed 118108 InalysisTime Period PM Peak Hour Project Descrl tion Southeast Parcel Onl Intersection Jurisdiction Analysis Year McMillan at East Site Access 2015 Build Out East/West Street: McMillan Intersection Orientation: East-West North/South Street: New East Site Access tud Period hrs : 0.25 ehicle Volumes and Adjustments M M.Street Movement Eastbound 1 2 3 4 Westbound 5 6 olume veh/h Peak -Hour Factor, PHF Hourly Flow Rate, HFR veh/h L 0.92 0 T 55 0.92 59 R 11 0.92 11 L 25 0,92 27 T 123 0,92 133 R 0.92 0 Percent Heavy Vehicles 0 -- __ 0 Median Type Undivided RT Channelized 0 0 Lanes onfiguration 0 1 0 TR 1 L 1 T 0 U stream Si nal 0 0 Minor Street Northbound Southbound ovement 7 8 9 10 11 12 olume veh/h L 6 T R 13 L T R Peak -Hour Factor, PHF Hourly Flow Rate, HFR veh/h 0.92 6 0.92 0 0.92 14 0.92 0 0.92 0 0.92 0 Percent Heavy Vehicles 0 2 0 0 0 0 Percent Grade (%) 0 0 Flared approach N N Storage 0 0 RT Channelized Lanes onfi uration 1 L 0 0 1 R 0 0 0 0 Delay, Queue Len th and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 1 8 9 10 11 12 Lane Configuration L L R (veh/h) 27 6 14 (m) (veh/h) 1544 729 1006 lc 0.02 0.01 0.01 5% queue length 0.05 0.02 0.04 ontrol Delay (s/veh) 7.4 10.0 8.6 OS A A A file:WCADocuments%20and%20SettinQs\sznldb0I\Local%20Settineffemn\uR67A.tmn 1/2/2008 "SI:0 ("."rararci P Copyright 0 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 112J2008 10:17 AM file://C:\Documents%20and%2OSettings\szpldbO I \Local %20Settings\Temp\u2k67A.tmp 1/2/2008 enuuumrmrrnumm�nnunnmmnnmmnmmmnnnnmmnninnumnmumm�nrmnmoonmnuunuuuim umuouurmmuummmnmrmuuumrmmnninmnmnmumo.mono...mnnnrnmunrnnimunnmnunrmrmnnmninninnmnmmnnnnnmmmm�iwmnunmr mrmmnuuunummnoimnuunnnummmrmnnmm mniuvuunninomrrnumnmunimunmuur TWO-WAY STOP +��k'I• "rROL :����PIIY�I V�'�' General Information ite information nal st DBS Intersection Mack Cat at South Site ccess Agency/Co. Southeast Parcel Only Jurisdiction Date Performed 118108 Analysis Year 2015 Build Out Analysis Time Period 1 PM Peak Hour � � I Project Description East/West Street: New South Site Access North/South Street: Black Cat Intersection Orientation: North -South tudy Period hrs : 0.25 ehicle Volumes and Adjustments ajor Street Northbound Southbound ovement [Motume 1 2 3 4 5 6 L T R L T R veh/h 21 58 99 14 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 22 63 0 0 107 15 Percent Heavy Vehicles 0 - -- 0 ian Type Undivided hannelized 0 0 FRFT s 1 1 0 0 1 0 iguration L T TR ream Signal 1 0 1 1 p Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 12 8 Peak -Hour Factor, PHF 0.92 0.92 0.92._ 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 13 0 8 0 0 0 Percent Heavy Vehicles 0 0 1 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 7 0 1 D 0 0 onfi uration L R Delay, Queue Lencad and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R (veh/h) 22 13 8 (m) (veh/h) 1478 761 944 lc 0.01 0.02 0.01 5% queue length 0.05 0.05 0.03 ontrol Delay (s/veh) 7.5 9.8 8.8 LOS A A A file://CADocuments%20and%20Settingslszvldb011Local%20SettineslTermTAu2kb84.tmo I/2/2008 I"v a;)-.'4,Vr';iil.'!,' "iICl:1f:'I 9„`(;:13111:1:'a;hl 2 of pproach Delay s/veh - 9 4 pproach LOS -- -- q Copyright ® 2005 University of Florida. Alt Rights Reserved HCS+Tm Version 5.21 Generated: 1l2/2008 10:20 AM file://C:\T)ocuments%20and%2QSettings\sznldh0l\Local%20Settines\Temnlu2k684.tmo 1/2/2008 ummnmm.nunninnnnnnnnnmm.ummmmm�mmnnmm�nnxrmmnnnxnnnnnmmnininnmmnnnnnnn�n�unymnnnnmmnmlu11mm�nnmmnnnnnimggnvqqu��nnnnrun�upnnml'nmgm'innnnmm�nmrmninrunnunnmm�mnngnxwrymmummniaupwmumm�mm�nnnnnmummmmm�nmumnnnnnimnuninimnnnnninnnnunummm�nronnnnnmm�mm�mu i. � vvWoN"���i�,aky s3,.I�6�ip, cW V,rrj.,r FtoIL., Is; uMMARY eneral Information u ite Information Analyst DBS Intersection McMillan at Black cat Agency/Co. Southeast Parcel Only Jurisdiction Date Performed 118108 Analysis Year 2015 Background Analysis Time Period PM Peak Hour Proiect Description Stonebriar Subdivision East/West Street: McMillan North/South Street: Black Cat Intersection Orientation: North -South IStudy Period hrs : 0.25 ehicle Volumes and Adjustments a'or Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume vehlh 17 46 7 17 80 18 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 18 49 7 18 86 19 Percent Heavy Vehicles 0 -- - 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 onfiguration LTR LTR U stream Signal 0 0 Minor Street Eastbound Westbound ovement 7 8 9 10 11 12 L T R L T R Volume veh/h 12 43 10 23 113 22 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 13 46 10 24 122 23 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 FIT Channelized 0 0 Lanes 0 1 0 0 1 0 onfiguration LTR LTR ellay, Queue Lencad and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR (veh/h) 18 18 169 69 (m) (veh/h) 1499 1562 690 665 lc 0.01 0.01 0.24 0.10 5% queue length 0.04 0.03 0.96 0.35 Control Delay (s/veh) 7.4 7.3 11.9 11.0 LOS A A B B Approach Delay '- 11.9 11.0 file://C:\Documents%20and%20Settings\szpldb011Local%20Settinps\Temp\u2k68B.tmp 1/2/2008 E INGINEERING planning and engineering communities for the future OLUTIONSUP January 24, 2008 City of Meridian Attn: Staff 660 E. Watertower Lane, Ste. 202 Meridian, Idaho 83642 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Phone: (208) 938-0980 Fax: (208) 938-0941 Re: Oakcreek Subdivision (Status of the out -parcels at the SW corner of McMillan and Black Cat) Dear Staff: A request was made at the pre -application conference to provide a detailed summary addressing the origin of the two out -parcels within the proposed Oakcreek Subdivision. The title company has provided the deeds of record which tracks the divisions of the parent tract. The out -parcel at the northeast corner of the subject property was created in 1913 (see attached deed, instrument number 52138). The out -parcel at the southeast corner was divided from the parent parcel in 1980 (see attached deed, instrument number 8052355). Therefore, the two out -parcels were created prior to the key date of 1984 and are consequently legal parcels of record. If you have any additional questions, please feel free to call me. Sincerely, Becky Mc ay artner ENG , LP ..I When recorded, return to: ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 12.00 4 Norpac, L,L.C. BOISE IDAHO 01/14/05 03:25 PM 5251 Office Park Dr., Suite 350 DEPUTY lonnle Oberbillig Bakersfield, CA 93309 RECORDED -REQUEST OF Transnation Title 105005597 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 SPECIAL WARRANTY DEED Special Warranty Deed made this Sl% day of December, 2004, between REALLEN, LLC, an Idaho limited liability company ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309, ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the NE '/ of the NE '/4 of Section 33, T4N, R1 W, more particularly described on Schedule [ attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. SPECIAL WARRANTY DEED - Page I Grantor warrants that Grantor has not conveyed the same estate to any person other than Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: REALLEN,LLC By Richard E. Allen, Managing Member STATE OF IDAHO ) ) ss. County of Ada) On this day of December in the of 2004, before me, the undersigned, a Notary Public in and for sa' State, personally appeared Ric rd E. Allen known or identified to me to be the person whose n is subscribe the within ins ment as the Managing Member of REALLEN, LLC and ac nowledged to a that he ex uted the same as such i oeu�c NoikyPub I is Residing at: My Commission Expires: e�g:11.12.2010 SPECIAL WARRANTY DEED - Page 2 • 0 d .° :'moo O • `^eo • � e * AVd �. s s .,��°•eeae •• 1 ,�� ,b�SD 6.3��•`� z SCHEDULE I (to Special Wan-anty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion of the Northeast quarter of the Northeast quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a thence 5/8 inch iron pin marking the E 1/16 corner of said Section 33; along the North boundary line of said Section 33 South 89016'45" East 1059.08 feet to a 5/8 inch iron pin; thence leaving said North boundary line South 0002712211 West 169.00 feet to a 5/8 inch iron pin; thence South 890161451, East 258.60 feet to a 5/8 inch iron pin on the East boundary line of said Section 33; thence along said East boundary line South 00027'2211 West 626.39 feet to a 5/8 inch iron pin; thence leaving said East boundary line South 8900812311 West 246.54 feet (formerly described as South 88038, West 246.6 feet) to a 5/8 inch iron pin; thence South 061,3712211 inch West 308.30 feet (formerly described as South 06010, West) to a 5/8 iron pin; thence North 890301261, line the West 1038.40 feet to a /58 inch iron pin on the West boundary of Northeast quarter of thence the Northeast quarter of said Section 33; long said West boundary line .4orth 000281251, East 1113.00 feet to the POINT OF BEGINNING. After recording send to: JoAnn C. Butler Spink Butler, LLP P.O. Box 639 Boise, Idaho 83701 . _ ._.. ---- — --. - __.._... ..... --.._.....-.._........__.,, ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 2 BOISE 000 *23/04 02:42 PM DEPUTY Joanne Hooper RECORDED -REQUEST Of 9 SPINK BUTLER 104162649 FOR RECORDING rNFORMATION WARRANTY DEED Richard E, Allen, hereinafter referred to as "Grantor," for valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby grant, bargain, sell, convey, and warrant unto REALLEN, LLC, an Idaho limited liability company, hereinafter referred to as "Grantee," whose address is 6060 W. McMillan Road, Meridian, Idaho 83642, the real property located in Ada County, Idaho, more particularly described as follows, hereinafter referred to as the "Premises." Legal Description attached hereto as Exhibit A and incorporated herein by reference. TO HAVE AND TO HOLD the Premises, together with its tenements, hereditaments and appurtenances thereto belonging or in any way appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof, including, without limitation, all water and water rights, including ground water, ditches and ditch rights, water storage rights, easements, and rights of way, unto Grantee and Grantee's heirs, successors and assigns forever. And Grantor does hereby covenant to and with Grantee that Grantor is the owner in fee simple of the Premises; that the Premises are free from all liens, claims and encumbrances, and that Grantor shall warrant and defend the same from all claims whatsoever. IN WITNESS WHEREOF, the undersigned has caused his name to be hereunto ascribed this 21" day of December, 2004. Richard E. Allen, an individual STATE OF IDAHO ) ss: County of Ada ) On this 2151 day of December, 2004, before me, the undersigned, a Notary Public in and for said State, personally appeared Richard E. Allen, known or identified to me to be the person who executed the instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary Publi for ida r Residing at: My commission expires: WARRANTY DEED - l SAdocs\allen, richard\sale of real propertyWc6deed 94 - alien to Ilc (30 ac).doc EXHIBIT A Legal Description A parcel of land being a portion of the NE1/4 of the NE114 of Section 33, T.4N., R.1W., B.M., Ada County, Idaho more particularly described as follows: BEGINNING at a 5/8" iron pin marking the E1/16 corner of said Section 33; thence along the North boundary line of said Section 33 South 89'1645" East, 1059.08 feet to a 5/8" iron pin; thence leaving said North boundary line South 00027'22" West, 169.00 feet to a 5/8" iron pin; thence South 891,16'45" East, 258.60 feet to a 5/8" iron pin on the East boundary line of said Section 33; thence along said East boundary line South 00027'22" West, 626,39 feet to a 5/8" iron pin; thence leaving said East boundary line South 89008'23" West, 246.54 feet (formerly described as South 88038' West, 246.6 feet) to a 5/8" iron pin; thence South 06037'22" West, 308.30 feet (formerly described as South 06010' West) to a 5/8" iron pin; thence North 89030'26" West, 1038.40 feet to a 5/8" iron pin on the West boundary line of the NE1/4 of the NE114 of said Section 33; thence along said West boundary line North 001128'25" East, 1113.00 feet to the POINT OF BEGINNING, containing 30.72 acres, more or less. SUBJECT TO: A 25.00-foot wide easement for McMillan Road and Black Cat Road, said easement comprises 26,477 square feet, more or less for McMillan Road and 15,668 square feet, more of less for Black Cat Road. WARRANTY DEED - 2 S:\docs\allcn, richardVale of real property\dec\deed #4 - alien to Ilc (30 ac).doc a erns110 i191, ifp -loi i;.n i '�"........ R 2 2003 Dy&j u l Or ng7T Mark S. Freeman FOLEY, FREEMAN, BORTON & STERN, CHARTERED Attorneys at Law ADA COUNTY RECORDER J. DAVID NAVARRO 77 East Idaho Street BOISE IDAHO04122103 09:08 AM P.O. Box 10 DEPUTY Nikola Olson 4 RECORDED -REQUEST OF III lilllllllll�I ���� ill�illllll III Meridian, Idaho 83680 Foley Freeman Telephone: (208) 888-9111 AMOUNT 12.00 103065992 Facsimile: (208) 888-5130 Idaho State Bar No. 3074 Attorneys for Petitioner IN THE DISTRICT COURT OF THE FOURTH JUDICIAL DISTRICT OF THE STATE OF IDAHO, IN AND FOR THE COUNTY OF ADA IN THE MATTER OF THE ESTATE OF Case No. SP IE 0300153M DECREE VESTING ESTATE ARLENE M. ALLEN, ) IN SURVIVING SPOUSE } Deceased. ) (I.C.15-3-1205) Upon consideration of the Petition for Summary Administration of Estate Where Surviving Spouse is Sole Beneficiary filed by Richard E. Allen on the 26th day of March, 2003, the Court finds that: The facts set forth in the petition are true; 2. The required notice has been given or waived; 3. III UGlreUelIt, /^111e1le IVI. Allen, died on UecelnAll'Der 5, 2VVL, at the age of sixty-eight (68) years_ DECREE VESTING ESTATE IN SURVIVING SPOUSE - 1 4. Venue is proper; 5. The decedent and Richard E. Allen were duly married at Boise, Idaho, on March 12, 1954, and remained married until the date of decedent's death. 6. The surviving spouse, Richard E, Allen, is the sole heir or devisee of the decedent. 7, The decedent died testate leaving a will in which the surviving spouse is named as the sole devisee. 8. The schedule of property attached to this Decree is a full and complete inventory of the property owned by the decedent and properly characterizes the property as community or separate property. THEREFORE, it is ordered, adjudged and decreed as follows: 1. Richard E. Allen is the surviving spouse of the decedent and is the sole heir or devisee of the decedent. 2. The property of the decedent described on the schedule attached to this Decree is hereby vested in and distributed to Richard E. Allen free and clear of all right, title, claim or demand of any person or persons claiming or attempting to claim under the estate of the decedent as heir, devisee, or otherwise, except as a proper creditor. 3. The surviving spouse shall assume and be liable for any and all indebtedness that might be a claim against the estate of the decedent. 4. There shall be no administration of the estate of the decedent. DATED this -ray of April, 2003. -:v ill3v� JOHN QLjTcHE8 MAGISTRATE a� • �A e�•- •. cou �,, d.ACflavcrtCl�i of i► ab�Ct c�ya drti AjddamWt d tl a in for �e 9ei y DECREE VESTING ESTATE IN SURVIVING SPOUSE - 2 dam` �y y A iO�Bri is 9 In a Wd d•7ie Ll mein 4c Harm my hA and c otia SCHEDULE Decedent's one-half interest in the following property (all community property): A parcel of real property located at 6060 W. McMillan, Meridian, Ada County, Idaho, more particularly described as follows: From the corner marker of the SW corner of Section 28, Township 4 North, Range 1 West to a point 935.00 feet East to the Real Place of Beginning; thence North 165.00 feet, thence East 264.00 feet, thence South 165.00 feet, thence West 264.00 feet to the Place of Beginning. 2. A parcel of real property located in Ada County, Idaho, more particularly described as follows: The South one-half of the Southwest Quarter of Section 28, Township 4 North, Range 1 West of the Boise Meridian, County of Ada, State of Idaho. EXCEPTING the parcel of real property described in Exhibit "A" which is attached hereto and which is incorporated in full by this reference as if set forth in full herein. AND ALSO EXCEPTING the parcel of real property from the corner marker of the SW corner of Section 28, Township 4 North, Range 1 West to a point 935.00 feet East to the Real Place of Beginning; thence North 165.00 feet, thence East 264.00 feet, thence South 165.00 feet, thence West 264.00 feet to the Place of Beginning. A parcel of real property located in Ada County, Idaho, more particularly described as follows: A tract of land in the NE1/4 NE1/4 Sec. 33, T. 4 N., R 1 W, B.M, described as beginning at the Northeast comer of said NE1/4 NE1/4 Sec. 33; running thence South along the East line of said NE1/4 NE1/4 a distance of 1113 feet; thence West parallel with the North line of said NE1/4 NE114 a distance of 1320 feet to the West line of said NE1/4 NET/4; thence North along said West line a distance of 1113 feet to the NW corner of said NE1/4 NE1/4; thence 1320 feet along the North line of said NE1/4 NE1/4 to the point of beginning. EXCEPTING therefrom the portion of the Northeast Quarter (NE1/4) of the Northeast Quarter(NE1/4) of Section Thirty-three (33), Township Four (4) North, Range One (1) West of the Boise, Meridian, commencing at the Northeast corner of said Northeast Quarter (NE 1/4) of section Thirty-three (33) aforesaid; thence South ten (10) rods; SCHEDULE-1 thence West Sixteen (16) rods; thence North ten (10) rods; thence East Sixteen (16) rods to the place of beginning. AND ALSO EXCEPTING therefrom beginning at the Northeast Corner of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, a brass cap; thence South 795.9 feet along the east side of said Section 33 to the REAL POINT OF BEGINNING; thence South 313A feet to a point; thence North 89 degrees 45 minutes West, 279.6 feet to a steel pin; thence North 6 degrees 10 minutes East, 308.3 feet to a steel pin; thence North 88 degrees 38 minutes East, 246.6 feet to the REAL POINT OF BEGINNING. 4. All motor vehicles. 5. All farm equipment and machinery. 6. All accounts, furniture, fixtures, clothing and miscellaneous personal effects and property of the Decedent. SCHEDULE-2 :IV P A T N QUITCLjAIM D"E ,k( C6 FOR VALUE RECEIVED , RICHARD 2- ALLEN and ARLENE ti. Ajr_F_N, husband and wife, Ll k p- 1:V do hereby convey. remise and forever quit clairn unto GLEN L. HUDSON and IpJA p. HUDSON, husband and wife, whoseaddressis 525 North Linder Road, Meridian, Idaho 83642 Ir the following described premises. IA) -wit: The South four (4) feet of the North 169 feet of the East 259.6 feet of the Northeast 1/4 of Section 33, Township 4 North, Range 1 West, Boise, Meridian. IV 1A r- together with their ul)IIIurteminces. 11 Dated - June 1981. ly pop— R1 AR E. ALLEN A NE M. ALLEN STATE OF IDAII0. couwry (w ABA. STATE OF IDA110. COUNTY OF rh(,rL-13yei-rtifythat Lhi4instruMn wills L record On this of June itt the rvqut-.qt of before me, a notary pulplic in -ind for appeared RICHARD E. ALLEN and at Minutes pust o'clock eZ ARLENE M. ALLEN, husband thism. day of and wife, I1jy/.inmyofficv,wduly recorded 1k .ddu rded/ of heeds Ikt Pats. �1'L-" nnmz- S re subscribed to the within in%trumd,nt, and acknowledged to jOHN bASTOA Lme h- they (-C-I1 -Xtvd theX.X-OMCLO ........ tecopler '%4IfIRT71 Pit I Comrh. Expire.1 Merid,-an Maho Mail L41: z cr�1.1 Uy PIONEER TITLE COMPANY OF ADA COUNTY fill ( 12. 1: 821 W. State St. Boise, Idaho 03702 - 208-336-6700 R*prasanung Pioneer National Title insurance - 1111'pi"Iff'& .................................:......................... if al................q 4,.l..., ...��p..........i........��Cr; ,............•........ . .............................. � ,� „. II 3 - I �... i I. lli { �9 IIII� 1..., ..k'l.......I �� I II AEI' "r!1 ... • bi IV Al It...11. IL .I. li., n;"t' ..1,1II .q�� I •• li I II B ..f: I�r' I I{ ,�'. '��� •�, "I� ...0�...1,.. :I' _ i 1 qua III d� I.!! fll I`or Valut: kc.-mved ESTHER C. ALLENa a Widow 555 45S the grantor , does hereby grcml, harg;lin, sell anll c:ouvey unto RICHARD E. ALLEN, AND ART, NE M. ALLEN, husband and wife the granteta , whose current address is 6060 W. MC MILLAN RD — MERIDIAN, ��� /7� the following described premises, in ADA County Idaho, to -wit: A tract of land in the NEh NEB Sec. 33, T. 4 N., R 1 W, B.M. described as follows to wit: Beginning at the Northea®t corner of Said NE, NEla Sec. 33; running thence South along the East line of said NEh NEfg a distance of 1113 feet; thence west parallel with the North line of said NEll NEh a distance of 1320 feet to the West line of said NEh NE3a; thence North along said west line a distance of 1113 feet to the Nw corner of said NE11 NE31; thence 1320 feet along the North line of said NEh NEh to the point of beginning. Excepting a portion in the Northeast corner thereof heretofore ddte8ed to the Fair icw Congregational urcltfand al ditch, road and canal right of ways..7d ."10Y-g EXCEPTING Beginning at the Northeast Corner f Section 33. To p �.g Borth, Range 2 West, Boise Meridian, Ada County, Idaho,a brass cap; ., thence South 795.9 feet along the east side of said Section 33 to the REAL POINbT OF BEGINNING; thence South 313-4 feet to a point; thence North 89 45' west, 279.6 feet to a steel pins thence North Go10' East, 30B.3 feet to a steel pins thence North 88038' Easto246.6 feet to the REAL POINT OF BEGINNING. Containing 1_B71 acres, more or less, subject to a county road .right of way along the ,east side thereof. The above property consist& of approximately 31.36 Acres more or less and alao includes all ditO, dite)p rights, .water rights appurtenainin( thereto_ SIAIE Qr IDAHO. COUNTY OF ADA, si riled !cr,xcrd ai the reQuotl of 0L<A�n 1011N DA.STIUA, Rtxmticr TO HAVE AND TO 1101 ) [Ire said prelttises, with their ai)iiurten;tnccs unto the said GrantceIs , their ticirs and assigns forever. anti the said Ciramor du es herchy covenant to and with the said Grantee , that dtc i.slhr Owner in ['cc siml)lc ul' said hremisys; that they are free from all incunlbratic" and that s ale _ will warrant and defend the same; from all lawful claims whatsoever. Dated: APRIL 28 1981 STATY OF IUAHO. COUNTY ON On this 28th d,"Y or APRIL ttt 81 before me, a notary public in and for :Said Slatt!, personally appeared r.. ESTHER C . ALLEN _-ltnn�•7i k• �4t>t qb i.e bF' person wh'ae +t:a,nc iH i scaib$d to the w'ithinnstrument, and acknrnvledged to _ —,:that executed the saute. r `� N tnry i'ublic Residirl�at Meridian ,Idaho Centr�n. Eipircn Sept 12 1984 t tiTA'Cb; OF MAHO, COUNT' OF F I h,,rerby enrtiry t1mL Lhis in5trUment A -as fifilnd for trcurd at the n•qucst of C" ` '�`J7_ /] C�-/'•�"' ���777 Irtd minut,•a past M,' day „r „Illis ono - //7� // 7r r; y i;ulCc, anu iiiily rt:cordeu in iiooic / .+('Y)�eds nt pugs T®ram®, BAS 'Ex-Oficio Recorder y fees $� r— Depuly'— Mail to: 6060 W McMullan Rd -Meridian Ida rl1�. ��.rp,i(tt �� 9 �a.kk,idA� r. �::i.: V i VALUE RECEIVED , ESTHER C. AILEN, a widow, anvey, release, remiseand forever quit claim =: �y. E ESTATE OF JOHN W. HUDSON, also known as J. W. HVDSON, r q r+/o Glen L. Hudson_ 525 N. Linder Rd., -Meridian, Td-aho � '^ all interests she may have in and to ngdescribed premises, to -wit: �I tract of land situate in the NE 1/4 NE 1/4 NE 1/4, Section Township 4 North, Range 1 West, Boise Meridian, Ada County, aho more particularly described as follows: .e Northerly 169.00 feet of the Easterly 258.60 feet to the 1/4 WE 1/4 NE 1/4, Section 33, Township 4 North, Range 1 st, Boise Meridian. r� �v rith their appurtenances. October //71980. ssae t-. C. ALLEN -- ----- — --- t: IhAll(r, COUNTY nF• ADA, STATE; f)F' JUAflb, (YIUNTY OF �>rS:�✓ t� I herehy codify th thla instrumamt es �i eras fur record +l `J r• ��ny of October 1110 so , fit the rrrlueslaf i'(+otab-lir in unJ (nr su[d State, peraonnlly O '•C..—ALLEN , a widow, et minutes past oclock d— this >t-A day of 19 ec4in Ay office, and duly remrdid in Rook of UredH a( pulre eln'6etile rierenn wh,6e numv is to- thjr {}itlNn instrument, and ncknowltdgtd to _ rEx-UlBcio cr ! — -- 'she rx� tic e some �9 t7 Urputy. . lduho Fens $ �4 _ ins Mail to: �^ PIONEER TALE COMPANY 3F r±4yA COUNTY ilia M. JeNrrsp„ et. sofa, Wdw aim 20 rA4m Rspresanlfrrq Plonsaw Nalbnel Tllle Insurance !! IDl IK irl i't( 17 rl ;(; >< ! i`.7 Y./ 1(1f 0iR'1 i7if1T `17(1, (iO% ifT/1�?% i if'f i�rt if,�f'�.1%icy ;'j',r''! ir•( J�:I ic7 ter! in! P'f i�t i f 1 '( i�71'f J` UN L9 O s -Z'GLj f It L'b Fairview Ccngre?�;ati,anal S'.hir all. A Atlgl>h 11 gIlAAgAtlAqe Al{AggBqAq DEED Ins.rumert Number 52138 THIS INDENTURE, made this tenth day of December, 1913, between J. W. Hinson, and Annie S. Hudson, his wife, of Meridian, Ada County, State of Idaho, parties of the first part, and Fairview Congregational Chiroh, a religious corporation duly organized and existing urger the laws of the :State of Idaho, party of the second pert, WITNESSETH that the said "parties of the first part, for and in consideration of One Dollar ($1.00) and for the purpose of providing the said party of the second part with a site for the erection of a church to be used for public worship and other religion services in oorineat'ion ther`swith, h=ve GRANTED, BARGAINED, SILD and CONVEYED, and by thee presents do bRAN'T, AAFOAIN, SELL A-4 CONW.Y unto the said party of' the wand part, all that certain lot, pleas or parcel of lard situate", lying and being in the County of Ada, State of Idaho, bounded and particularly described as follows: That part of the Northeast quarter (NE�) of the Northeast gamer (NEa) of Seatior Thirty-three (33), Township Four (b) North, Range Ona (1) Went of the Boise, Meridian, aommeraing at t"-o Northeast owner of said Northeast garter (NE�) of section Thirty-thre (33) aforesaid; t:-ienos South ten (10) rods; thence West Sixteen (16) rods; thence North ten (10) rode; thence Fast Sixteen (16) rods to the place of beginning. the said parties of the first pert in making this conveyance expressly stipulate as part of said conveyance that in the event that the said property above described and aonveyed hereby, shall at any time Osage to be used as a site for a ahrroh, for public worship, then and in that event the title c the said property above described, and every part and parcel thereof, shall revert to and become the property of the said parties of the first part, or their heirs, tnd the said party of the second part takes this deed bf conveyance subject to the limitations and stipulations herein contained. The second part; shall however have the right to remove any and all buildings therefrom within six months after suah property ceases to be used for publio worship. TOGETHER with all and aingular the terements, and hereditamenta and appurten- anoes thorevinto belonging, or in any wise appertaining. Tr) HAVE Ar{D TO HOLD 'all. and singular the above mentioned and desoribed premises, together with the appurtenanaee, unto the sedd party of the second pert, subjeat, however, to the reversion of the title thereto, to the parties of the first part, or their heirs, as herein specifically stipulated. IN WITNESS WHEREOF, geld parties of the first part have hereunto set their hands and seals the day and year in this instrument first above written. Signed, Sealed and Delivered J. W. Hudson (SEAL) in the Preaenae of Wm.S.Davidson Annia S. Hudson (SEAL) .i. .. ,•••... J.•I....r I:...•• �i•..� I..��. IIiI..I... � •i••, • �..� � 11f'lllj ,. �1. � !, I.I �I II .��.. 1! � �I ICI li I 1 I it .:.• i.•iI �....� W!" Ail 89 County o f Ada On phis tenth day of Deoenbar,1913, before me, WmrB.Davidson, a Notary Public in and f'r said County, personally appeared J. W. Hudson and Arnie S. Hudson, his wife, imc�n to me to to the persons whose names are subscribed to the within instrument, and aolinn*ledged to me that they executed the same. IN WTTNESS WRPREnR, I have horeunto set my hand and affixed my offioial goal trio deyand year in this oartificate first above written. Wat.B.Davidson (SEAL) Notary Publio Reoorded at request of J.i4.Hudeori at 11;05 A.M.Doo 16th,.1913.Fees $1.40 Rea order Co!uwi 11 .' I„t.., IN 91.IpN! "ICI!" "I'll! illill;�l!PII'll '! I!I II 'i' . A'!' 'il I'!i: P' III Ilfii'� "" -°''I IIIII I' ! 'I' "'I I " � ' I I � t i II � � t � � r• �i• t.L..�...�.LiIiIIVIL.,t:Illlllla.::L....,.t:::L:li:tllVl.il:lt,L.�:NCI,tilull::l:IIV:YLtll.11:„Lll:a:: f!r,:::lII!LIIIV!litldf!111611tN1 t t!INIIILIIIIIII!II':!!I!III�III!!1!II!II�II �!INIIIIIILII k!!I!IIII°NIIVI!IIIIIIII' '!nnlull '1� ��, flll!IIIIII!IIIIIi�lll!IRhlli!lINIIII!111111�011!II!81111!II ' ' ' !�°I!i � ' .j' ....... _—.._.__. _ ... ....... _......... - ................ ! THIS ENDENTL=RE, Bisde this 28'-7 day of �snuah in the year of our Lord one thousand nine hundred and sixty nir+6: between �. Ira B. Lane, a widower I Meridian County of :Ada* - ,State of Idaho is the party of Meridian the part y of the first part, and Esther C. -AZleii County of of the second part_ WITNh ESSETH, That the said party Ada , State of Idaho , of the first part, for and in consideration of the snm of One Dollar and other valuable considerations lawful money of the United States of America, to hint in hand paid by the said part y , of the second part, the receipt whereof is hereby acknowledged, ha s granted, bargained and sold,. and by these presents does grant, bargain, sell, convey and confirm unto the said part of the second part, and to her heirs and assigns forever, all of the following described real estate, situated in County of Ada Stare of Idaho, to -wit: :> tract of land in the NE--1-IlE4_ Sec. 33, T4N,B1':� B.;1_. described as iollowso.to wit: Beginning at the. Northeast corner of said 1 c 4-rtE- -S 1 '633; runninE thence South along the East line of said %IF4-P�4 a distance of 1113 feet -;-thence Wast parallel with the 3:or1.4h line of said 14E2-IJEg :a .di•stance..of 1320 feet to the ;lest line of said T - 4; thence North along said West line a distance of 1113 feet to the M corner of said IME4-11%:I; thence 1320 feet along the North line of 'said 1 -I.E4 to the point of beginning° Excepting a portibn•'In the Northeast corner thereof heretofore deeded to the Fairview Congregational Church and all ditch road and canal right o$ ways. , TOuZi :z, with au and singular the tenements, hereditament, and appurtenances thereunto belonging or in anywise appertaining, the reversion and reveisians, remainder and remain issues and profits thereof; and all estate, right, title and interest in and to the said der,, ��' in lair as in equity, of the said part y of the first partProperty, as well, TO HAVE AND TO HOLD, All and singular the above mentioned and described premises, together with the appurtenances, unto the party of the second part, and toper heirs and ass and the said party of the first part, and his heirs, the said premises in the quiet a Sus forever possession of the said part y of the second fl peaceable of the first part, her heirs and assigns, against the said party Part, and h i_ s heirs, and against all and every person and persons whomsoever, 1w%jdDy claiming or to claim the same shall and will WARRANT and by these presents forever DE FjM. ----.-........ ......... ... ................................................................ .,:.::::::::::r:::::::::nnnn.on.....:n:IninilllnnllfllllnAlllln11111e1!I:IIIII!IIIIiIIIiItlY.!IIGIIIIPipllllll:II11!!IIIIIIIII .I i IN WITNESS WHEREOF, The said party of the first part has hereunto set his hand and sea] the day and year first above written- ; SIGNED, SEALED AND DELNERED IN THE PRESENCE OF .................. ........ ......... .............................. .................... .......... _.. -..� Iseall .. [Seu.] :I ; I in the year 19 69 , b'efore me f. a Notary ptzbuc in and for said State, personally appeared Ira B. Lane i lrno.vn to me to be the person •- whose name is subscribed, to the within instrument, and acknowledged to me that he executed the. same. IN WITNESS WHEREOF, I have hereunto set my hand and affi ed ' official seal, the day and I year in this certificate first above written. �( ........ ResidingPublic f at �uZlahe �£e of Idaho, LA 0 Z STATE OF IDAHO County of A DA On this j as. day ofJanuary G.71. Gre be Y j EE Cd u u L Y T , .III I ,Ill,ltl p,q ll, I r I I{rll 111 11 � I:I II,I 14 Orl�ll. II• I it 11 I 111 ai:• � � r m:n n n• � .,��--,,,,, LI I. IU I II II IIIII INII III I I I I., I.L. i.I„I ..II IJI ,NI ,,ulll IIhl I III r!,u •I, ILII •Il lunil I hII urm r+la la c•n, .. .I:arf!ul:�mr m��n,l, „ III .III . I I .I . .. .I :: I. I :.�. •.. ii . I I. , .. .III. I I I'II P h II ,.II . .L .. I r 1 .,. 11......,,,...,,....!.,,,,,�,., IIII:.:.:,,Viirin, dllllmnn..611L111111161111111111r:11611111111111116rllllllllllllhllVIIIIIi61111V111h111 lll• . •I L: „IIIII .I : I „ �.I,11.�.: ;! 7, , ..:,._II, L;.Ii a ti.. �!I ,.1 lilulj� Ilia! Ills i II Ip�Ig I II I II I,II,I!II,LIIIIIIL:.I �nI11IIn..INII.LII1.1.ILIAII.IIIIlllll!I:!Illllllll,I,ll!Lnllll.11lllllllllllnlint!I nfll,Il :dii 111Nmtlalullttrlll�lnill lll!n!d!Ih1!!IIIn1,fh�,ndn 1!�!lil !n!I:,G!Ili:II,I{I!IIII�IIIIIIII�iIIII!IIhII IiI��iGGRNNitllltl!'1191NlIfiIIIIII�iIIIIII�Illllll,niiiinl iriin,ll{nn•I 11 1 I I:II! Ir .....!;.! II.; �� M Year 2007 2007 Master Status Active Active parer S04331T SO43311 2007 Active SO43311 2007 Active SO43312 2007 Active SO43314 2007 Active SO43314 2007 Active 5043314 2007 Active SO43314 2007 Active SO43314 2007 Active SO43314 2007 Active SO43314 2007 Active SO43314' 2007 Active SO43321 2007 Active SO43322 2007 Active SO43323 2007 Active SO43323 2007 Active SO43333 2007 Active SO43333 2007 Active SO43333 2007 Active SO43333 2007 Active 5043333 2007 Active SO43333 2007 Active SO43333 m07 Active SO43333 _007 Active SO43333 Ready Search By I Name All [PT4 bF] Public Tax Main Screen - Parcel# [S0433110350] NORPAC LLC 1026 COAST VILLAGE CIR STE G SANTA BARBARA CA 93100-0000 Bank Code F_ Details r PrePaid Code Area 242 District r SubRoll Values Interest Date 12/12/2007 I Calculate Total Due 217.20 Year Amount Due Full Year Amount Due 1st Half Amount Due 2nd Hall Tax/Celt Full Year Late Charge Full Year Fees Full Year Interest Full Year Tax/Cert 1 it Half Late 1 2007 217.20 0.00 217.20 217.20 0.00 0.00 0.00 0.00 0.00 2006 0.00 D.00 0.00 O.DO 0.00 0.00 0.00 0.00 0.00 2005 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 BAD O.DO 2004 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2003 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 2002 0.00 0-00 0.00 0.00 0.00 0.00 9.00 0.00 0.01 2001 0.00 0.00 0.00 0.00 OM 0.00 0.00 0.00 0.00 2000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1999 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Public Pre -Paid Taw Summary I r.harno R. mm , I Year Assessment Date Due Total Tax Tax Tax Celt Celt Cert Rall Payments Charge Payment Adiustmenl Charge Payment Adjustment rr r r I I 1 r rt r tr t rr r rI 2006 Primary12/20/20 -463.40 463.40 -463.40 0.00 0.00 0.00 0.90 2005 Primal 12/20/20 -57B.50 578-50 -578.50 0.00 0.00 0.00 0.00 2004 Primal 12/20/20 -565.52 565-52 -565.52 0.00 0.00 0.00 0_00 2003 )nn•r Primal o.:.., �... 12/22/20 -r ar•�n yen -525.02 e.� -... 525.02 �. -. �.. -525.OZ _'_ _- 0.00 - -- 0.00 - 0.00 O.DO ,.:., n„ :::m' ,:n : ,: nn , n ln, r. .. ., �., , , : m::m a, .: , :,,, : n•: ; : ,. , r nl • n , • , u:, nn:n„ m!n rn ., mp:: , : .. .. .,.•.............. ......... :II u II . J ,111,11 npinlUl I III IIIU,II i I I I I � ! I I I m L III! IIIII. IPI rq ; IIIIII III III III II.I I IIlIIC. _ . I• IN ;II LI i161:1i G, I .III !, II III II, III II IIIII: @ IIIII •II I ,rum, 1 I I it III,. , ! : , ,:. •:., y �: II II .IIIII I q •. II L.. ,I• I .: ,:.:. ,. III .:.,.. :: �.: : � ::6 , :::.. ,.,II , . I �.w.. "�. I II h l 111 li l l .l .. � �.._Ill,1II:n:aul,�i:,11,11611u,lan,annu�d• I � LI,:I I I I I. :,.I. •, , .I:.., li I ,,, ��, ,r II ! ... ,.L..I �I;�,�I,Il,,h,,,ul,�IIII,LIILL,lI,I„l,,LLIIlIlI�.IIIII,islill,IllII�6,..l�IN�I„,�I,I,,,I,I,I„! ,LIB,.,:i.l:.l:,,LllLI,I,:,,II,,,.,,:,� ��:,,L..l,.,.,�N�',��I„�,I::I,:,.,LiI,::L..L:,G�I::�l�,.,.,.,�„I,�.:�,,,I,II,,,,,,�I�I��II��,I,..:1,11�,1,1119„Ni,ll,,l:lI::ILIII:II:,I,:::..,.�•,:,,.:,.l:..l II ... 5, .. _:..�:.. .,:. Ilyl ��ile: .:u. hi:ra: ill.: Lr_.uaur, I'::::,:; re:L' \� �/ ., r: i�......:.11 ... _........ _._._.................................... PARCEL. INFORMATION ---.._...------- --- ------ —..._..._ Year Parcel It Property Type Status Exemption y Code 2007 rSO433110350 Aeal Active _:j None : I0 P TaKes Owing Sub Property Type Code Area Appraisers Initials None 242 I Districts S,AM I Details PHYSICAL LOCATION Property Address N BLACK CAT RD MERIDIAN ID 83646-0000 Group Type SECT Group # 6433 Description 14N 1 W 33 Township/Range/Section Zoning Code I RUT 4N 1W 33 MILS Area 11030 - NW Meridian Reappraisal Year Physical Inspection Ready Urban Renewal r Ownership Change F Drop HOE I- Circuit Breaker r Bankruptcy Print LIProperty Desc. Cancel I T Help Name NORPACLLC 0AAdd'Ilnfo Mailing Address 1 226 COAST VILLAGE CIR STE G SANTA BARBARA CA 83108-0000 ! I I PARCEL VALUES Asse:sment Property State Acreage Assessed Value Roll 0 ccqji2alo Cate or Code Non-occupancyPfimary I 29.000 Ir Primary Non -Occupancy 1190 11.000 1 0 �Public Property r.--Display [PTZz[Fl ,K " S P 10 Late arce Property Description 04wW330350 PAR 00350 OF NE4NE4 SEC 33 4N 1W Total Acreage 30.000 Valuation INCOME 0 Cancel Code Total Parcel Values Area Assessed Aml 145.600 0 Taxable Am1 145.600 Vanufaclured PION—YOBr SYTCPr—F— S.041 anzas m b 1 a�� / p a I Wig -- - - - - - r I,------------------------- - ----� r-- - - -1 III ' i"_-`---------- n: __-_----��---- I •� I (' 9 ch o, ba , CQ IR �f 1' S cj � l b" J. I b I ------------------- to b I Oa A 1 i Cp 9 1 I 1 a I I 1 V 1 I I , 1 1 1 I 1 I I i I 1 II I1 u 1 OI > N O rI r 3 x > N 7 H c1 > K a THE OAKS PROPOSED ZONING AREAS LOCATED IN SECTIONS 28 3 33, T.4N., RAW., B.W. MERIDIAN, ADA COUNTY, IDAHO ENGINEERING SOLUTIONS. 1029 N. ROSARIO ST., ME. 100 MERIDIAN, IDAHO 83842 veo,l. (2W) ax-aeo Fu (20E) Y3l-Ml IN j SCALE 1" = 1001 DWG -DATE 11/09/07 PROJ. NO. 60307 SHEET 1 OF 1 VICIN \60307.APR BKB RUT RUT SITE f RUT SITE McMILLAN ROAD COLEMAN COMMUNITIES LOCATED IN SECTIONS 28 & 33, TAN., RAW., B.M. MERIDIAN, ADA COUNTY, IDAHO VICINITY MAP RUT RUT RUTSITE qO' NEERING LLITIONS LLP 1029 N. ROSARIO ST., STE. 100 MERIDIAN, IDAHO 83642 PhOm (208) 938-0990 Fax (208) 938-09/1 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA) -%� Nb"c � Lc.C) I -1 ,�oraj til. oz5 S. 9,r0SeV-V`-I place., She Z&o EOL She- (name) =�Gh Q(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: l o f �l u �7 G1^ f �o�`l AG, 1-44F 7U'v (name) (address) to submit the accompanying application(s) pertaining to that property. d .� 4 ey / 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 � /"'"''' , 20 t � UI (Signature) SUBSCRIBED AND SWORN to before me the day and ear first above written. _- (Notary Public for Idaho) t_�,T rj p ��®'� � Residing at: ! • wee ; (i ��(� gp • a My Commission Expires: v wk .t��t OF' 4ss�• 253 APPLI CATION FOR REGISTRATION OF FOREIGN LIMITED LIABILITY COMPANY (Instructions on back of application) 1. The name of the limited liability company is: EFFECTi1 NORPAC, LLC 2. If the name of the limited liability company is not permissible or is not available in Idaho, the name the foreign limited liability company will use in Idaho is: 3. The jurisdiction under whose laws the limited liability company is organized is: OELAWARE and the date of its formation was: 12/15/2004 4. The name and address of the registered agent in Idaho is: Cor2oration Service Company, 1401 Shoreline Drive, Suite 2, Boise, Idaho 83702 5. The address of the limited liability company's office in the jurisdiction under whose laws it is organized is: 2711 CENTERVILLE ROAD, SUITE 400, WILMINGTON, DE 19808 6. The address of the limited liability company's principal office, if other than the address in #5 above, is: 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 7. The address to which correspondence should be addressed is: 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 8. Signature of a manager, if any, or a member if there are no managers. Signature��� r Secretary of State use only a NO PAC COMMUNITIES, L.P., MANAGER, BY: Typed Narne DOWING DEVELOPMENT, INC., GENERAL PARTNER, BY: MAUREEN WOOD, SECRETARY E Manager 0 Member[] _ gss J O S IDAHO SECRETARY OF STATE 01/05/2065 05:00 CK: 313755 CT: INN AN: 785329 1! 188. N= IN. N REGFORGLLC N 2 1 @ 28.88 = 20.06 EXPEDITE C # 3 The First State I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY "NORPAC, LLC" IS DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE SHOW, AS OF THE SIXTEENTH DAY OF DECEMBER, A.D. 2004_ AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "NORPAC, LLC" WAS FORMED ON THE FIFTEENTH DAY OF DECEMBER, A.D. 2004. AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE NOT BEEN ASSESSED TO DATE_ 3897622 8300 040910928 Harriet Smith Windsor, Secretary of State AUTHENTICATION: 3553919 DATE- 12-16-04 `Jk'>. W 3559115 ................____ ......... __.......... �_.._. Return to: SECRETARY OF STATE 00 WEST JEFFERSON O BOX 83720 BOISE, ID 83720-0080 Due no later than .Ian 3:1.., 2007 Annual Report Form 1 +d3iiirl:I :address: Correct I"I ti"lis bot needed NORPAC, LLC NOELLE GAMBILL 1206 COAST VILLAGE CR STE G SANTA BARBARA CA 93108 F:r:::ai ster d Agr_ntt <in'ra ,ll,ddr ss (NIII::U IPO ... .._........_... _ �...... �_.............._...._. CORPORATION SER'JI(:E COMPAN)' 1401 SHORELINE DR STE 2 BOISE ID 83702 3. New Registered Agent Signature:* NO FILING FEE IF RECEIVED BY DUE DATE 4. Limited Liability Companies: Enter Names and Addresses of Managers OR Members. Office Held Name Street or PO Address City State Country Postal Code MANAGER THOMAS M. COLEM NORPAC 5251 OFFICE PARK DR STE 350 BAKERSFIELD CA 93309 COMMUNITIES LP 5. Organized Under the Laws of: 6. Annual Report must be signed.* DELAWARE Signature: Thomas M Coleman Date: 02/13/2007 W 35596 Name (type or print): Thomas M Coleman Title: Manager Processed 02/13/2007 *Electronically provided signatures are accepted as original signatures. httn://www.sos.idaho.eov/servlet/TransformXMLDoc?URL=%2FO2132007%2FXMLPORTS 0704... 12/18/2007 I CERTIFICATE OF AUTHORITY OF COLEMAN COMMUNITIES, INC. File Number C 159446 I, BEN YSURSA, Secretary of State of the State of Idaho, hereby certify that an Application for Certificate of Authority, duly executed pursuant to the provisions of the Idaho Business Corporation Act, has been received in this office and is found to conform to law. ACCORDINGLY and by virtue of the authority vested in me by law, I issue this Certificate of Authority to transact business in this State and attach hereto a duplicate j of the application for such certificate. Dated: 18 March 2005 &441 SECRETARY OF STATE BY---` — J 202 APPLICATION FOR CERTIFICATE OF AUTHORITY (For PrcMMAR ► 3 PH 3 23 (Instructions on Back of Application) Ir1i t ijr IL)rlyL The undersigned Corporation applies for a certificate of Authority and states as follows: 1. The name of the corporation is: COLEMAN COMMUNITIES, INC. 2. The name which it shall use in Idaho is: 3. It is Incorporated under the laws of: DEL -AWARE 4. Its date Of intorppraGon is: MARCH a, 2005 5. The address of its principal office is: 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 S. The address to which correspondence should be addressed, if different from item 5, is: 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 1401 SHORELINE DRIVE, SUITE 2 7. The street address of its registered office in Idaho is:, BOISE, ID 83702 and its registered agent in Idaho at that address iCORPORATION SERVICE COMPANY s: 8. The names and respective business addresses of its directors and officers are: Name Office THOMAS M. COLEMAN SA - SOLE DIRECTOR, PRESIDENT AND MAUREEN WOOD SECRETARY Address 5251 OFFICE PARK DRIVE. SUITE 350, BAKERSFIELD, CA 93309 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 pwaome,: MARCH 8, 2005 Dated: �Secretary of St't6 u5E only Signature:� MAUREEN WOOD $ IBM SECRETARY W STATE Typed Name: € 6 @3/ 18/2A95 85 s8® a CK: AV4 CT: 1154 IN: 799431 SECRETARY a ° 1 sla IN.N = ISLN OH PRO N 4 Capacity: 1 B 29.M = 29.11 E)MITE C t 5 a S ����.II1e,�Il�- ji��,1 ��r• j��Yj �� I'fin�ll PAGE 1 First State I, HARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, pO NEJLRBY CERTIFY ,CCLZMAN CON4UNITIES, INC." IS DULY INCORPORATED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL CORPORATE EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE SHOW, AS OF TUE FIFTH DAY OF MARCH, A.D. 2005. AND S DO HEREBY FURTHER CERTIFY TRAT THE SAID "COLP.ON COMWUNITIES, INC_" WAS INCORPORATED ON THE FOURTH DAY OF MARCH, A.D. 2005_ AND I DO HEREBY FURTHER CERTIFY THAT THE FRANCHISE FAXES HAVE NOT BEEN ASSESSED TO DATE, 3935377 8300 050188596 Harriet Smith Windsor, Secretary of State AUTHENTICATION- 3723316 DATE' 03-05-05 4 I ..... ........ ��i �i .............i...............,,,,,,,,,,,,,�����i����,,,,,��,,,,,,,,,, r,,,�•��i�„���",,, ,,,,,,,,,,:,,,,,,,,,,,,,,r, �,�, r: ,...... .„ ,,,,,,,,,,,,,,` �.,.,,,,,,,,,., ,,,,,,,,,.,,,, �li��1 ii ��In Iiili IIII :i1I �� �I� ',II t T OL j U � w .. cO j toh W O W cV.• Z?d N UJ CO V 00 Cho 0 cc f CL T i oco iiwoe c y �►- U) C4 m 44 f i be - M s • w a. o-40 zas m m E c 7. w d m z !� c Ck 2 5 a co v F ato Z Q 0 m N W U r Q v ago a W N Z V o w Cl 4 W El 0 N 11? to- cr LEI � 4' ' C Z . + W r 0 U- U- 0 as 0 U. y ©U > IN U. 5co 0 O _ 21 �rr�r4 z a. ui lity of`! leridian Pre -a )-t) ication .N'.Ieetin2 Notes Date: I. Project/Subdivision Name: % PV Applicant/Contact: 13�- /L1clLa -1-40w1.4s n)ep'r", City Staff. 13 W- It/ Sc es Location: be v e"' ' M4 a -� Ca1 er � , ; l�'Th Existing Zoning: L41 Contiguous and Within AOI (AZ only): Pg Proposed Zoning: 1-13 D L P Number of Units and/or Lots: // 7 L e IS Property Size: t 32O c c /NeJ, o�,,I y 38 go-eS #e�e)Dwelling Type (if residential): Surrounding Uses: CaKelly �4ar1 � ti/,F�^a� d Comprehensive Plan Designation(s): /1ijed; Street Buffers and/or Land Use Buffers: .2S'/ "?4,- eer I,'wor ( 3r9 r, cues 6 e ef'Cj,y(r,f/l,1(4 f Open Space/Amenities/Pathways: N. �(Q��C / ,� �) /p �7. 6CP Maui Street System/Stub Streets/Access: Sewer and Water Service: Topography/Hydrology/Floodplain Issues: Canals/Ditches/Irrigation and/or Hazards: Se %s �,,,�► Historv: O A9ettci- mg tments to Contact (circle): Ada Counter wav D' is Nampa and Meridian Irrigation Idaho Tr ent Settlers Irrigation Sanitary Services Corporation Fire Department Central District Health Police Department Applications Required (circle all that apply): Accessory Use Design Review Alternative Compliance Final Plat Modification erexation Misc. (DA Modification) ti ca e of Zoning Compliance Planned Unit Development )rComp Plan Map Amendment fM-reliminary Plat Comp Plan Text Amendment Private Street Conditional Use Permit Rezone Additional Pre -Application Conference (circle one): Required Parks ment sems, e f .� �. ublic Works Department " u16-lelz Building Department Other: Short Plat Time Extension UDC Text Amendment Vacation Variance Other: Anticipated Submission Date: �e 20��] Anticipated Hearing Date: Not Required NOTES: 1) Applicants are required to hold a neighborhood meeting, in accordance with UDC 11-5A-5C, prior to submittal of an application requiring a public hearing. 2) Except for UDC Text Amendments, Comprehensive Plan Text Amendments and Vacation applications, all other applications requiring a public hearing shall be posted in accordance with UDC 11-5A-5 D. 3) The information provided during this meeting is based on current City Code and Comprehensive Plan. Any subsequent changes to City Code and/or the Comprehensive Plan may affect your submittal and/or application. This pre -application meeting shall be valid for 4 months. .... ........ . ? Sid Yea '/ 11ILY rr v COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11-5A-5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. Cs Applicant/agent signature Date OAHCREES ENGINEERING DEVELOPER OWNERS OF RECORD Q PLANNER/CONTACT SUBDIVISION SOLUTIONS 9ECNY M,N Y COUE C MUWES M' NOWAC = �Tm-I ND Ion N. NOSN10 m, m 10D 1D25 S. BMooMAY %ACE M 2W 1o28 CDAST VIw M. m c PRELIMINARY PLAT uDtF, — am'. sANrA 9An9A9A a 95105 9 IOIAN, ID 93912 PNon. (M) Q - - — (B ) 895-09o3 1029 N, rtOSAAIp SIR SD:. 1W (209) 9D9- 1 V a 4 IOaam x nc N[ V9 OF 9'InI 1� rw. R.n., ax YEPoDIW. ID NM1 o Pfe� (309) 9Y-W41 iv (308) 431-oo]D Far (B05) B95-090) � IFWOINI IO1 fQII11Y, WIU Re. (lD9) 9ablm s (20) 9H-OMl a �.. ®a.®a,aa w a' y LU El 38 01 d310 iYM GiL 3 5- lu lu NJ Imp try b 3 Om Ei LAN ROAD UT RUT a 0 a U U m RUT E S T. +441rs RUT SCALE 1" = 600' nwc.°ATE 02113/08 OAKCREEK SUBDIVISION NGINEERING PROJ. NO. 60307 LOCATED IN THE NE 114 OF SECTION33, TAN., RAW., B.M. SHEET 1 OF 1 MERIDIAN, ADA COUNTY, IDAHO oLUTIONs VICIN LLP 1029 N. ROSARIO ST., STE. 100 VICINITY MAP 2UU) l4 N,IDA HO 836t2 PIo1e a08)93"9W Fax �21 )938�41 160307P .APR BK B r:'r ci a7., I .. ry; Hasti:7gs [jhast:ngs@adavveb net] ;ent: Wednesday. December 19, 2007 2:31 PM To: Shari Subject: RE: Oakcreek Subdivision - Reservation of Subdivision Name December 19, 2007 Shari Stiles Engineering Solutions, LLP RE: Subdivision Name Reservation: "OAKCREEK SUBDIVISION" Dear Ben, At your request, I will reserve the name "OAKCREEK 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. Sincerely, Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 287-7912 The premier of Sedona Arizona golf courses, the Oakcreek Country Club is an 18 hole championship golf course nestled in the majestic Sedona red rocks. -----Original Message ----- rom: Shari [mailto:es-sharis@gwest.net] jent: Wednesday, December 19, 2007 2:24 PM To: Jerry Hastings Subject: Oakcreek Subdivision - Reservation of Subdivision Name Jerry: We would like to reserve the name of Oakcreek for a subdivision located in Sections 28 and 33, T.4N., R.1W., B.M., Ada County, Idaho. Idaho Survey Group will be the surveyor on the project. Thanks! Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 es-sharis@qwest.net No virus found in this incoming message. Checked by AVG Free Edition. Version: 7.5.503 / Virus Database: 269.17.4/1189 - Release Date: 12/18/2007 9:40 PM 1 SI111. f.1 f 1fl G 5U RVE't' Meridian, Idaho 83642 GROUP Phone (20B) 846-8570 Fax f208} 884-5399 December 13, 2007 DESCRIPTION FOR OAK CREEK SUBDIVISION A parcel of land located in the NE'/4 of the NE'/4 of Section 33, T. 4N., R.1W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Northeast corner of the said Section 33 from which the East '/4 corner of said Section 33 bears South 00°27'22" West, 2631.60 feet; thence along the East boundary of said Section 33 South 00°27'22" West, 169.00 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary South 00027'22" West, 626.39 feet; thence leaving said East boundary line South 89008'23" West, 246.54 feet; thence South 06°37'22" West, 308.30 feet; thence North 89°30'26" West, 1038.40 feet to a point on the West boundary line of the NE'/4 of the NE'/ of said Section 33; thence along said West boundary line North 00028'25" East, 1113.00 feet to the E1/16 corner of said Section 33; thence along the North boundary of said Section 33 South 89'16'45" East, 1059.08 feet; thence leaving said South boundary line South 00027'22" West, 169.00 feet; thence South 89016'45" East, 258.60 feet to the REAL POINT OF BEGINNING. Containing 30.72 acres, more or less. OAKCREEK PRELIM CLOSURE.txt User Name: EngrgSol Project: 60307 OAKCREEK PRELIM CLOSURE Inverse Points Horizontal direction: S00°27'22"W Zenith An le: 90,00,00" Horizontal Distance 626.3900 Delta Elevation: 0.00 slope Distance: 626.3900 Horizontal direction: S89°08'23"W Zenith Angle: 90,00,00" Horizontal Distance 246.5400 Delta Elevation: 0.00 slope Distance: 246.5400 Horizontal direction: S06°37'22"W Zenith An le: 90,00,00" Horizontal Distance 308.3000 Delta Elevation: 0.00 slope Distance: 308.3000 Horizontal direction: N89°30'26"W zenith Angle: 90,00,00" Horizontal Distance 1038.4000 Delta Elevation: 0.00 slope Distance: 1038.4000 Horizontal direction: N00°28'25"E zenith Angle: 90*00,00" Horizontal Distance 1113.0000 Delta Elevation: 0.00 slope Distance: 1113.0000 Horizontal direction: s89°16'45"E zenith Angle: 90*00,00" Horizontal Distance 1059.0800 Delta Elevation: 0.00 slope Distance: 1059.0800 Horizontal direction: 500°27'22"W zenith An le: 90,00,00" Horizontal Distance 169.0000 Delta Elevation: 0.00 slope Distance: 169.0000 Horizontal direction: 589°16'45"E zenith An le: 90,00,00" Horizontal Distance 258.6000 Delta Elevation: 0.00 slope Distance: 258.6000 Horizontal direction: 564°10'42"W Zenith Angle: 90,00,00" Horizontal Distance 0.0148 Delta Elevation: 0.00 slope Distance: 0.0148 Page 1 Date: 02-13-08 Time: 11:58:39 Page: 1 LIMITED GEOTECHNICAL ENGINEERING EXPLORATION Black Cat Road and McMillan Road Residential Development Meridian, Idaho Terracon Project No. 62065031A January 8, 2008 Prepared for. COLEMAN COMMUNITIES Eagle, Idaho Prepared by. TERRACON CONSULTANTS, INC. Boise, Idaho Approach LOS I I -- -- 1 9 1 - B i Copyright (D 2005 University of Florida, All Rights Reserved HCS+TV Version 5.21 Generated: 112J2008 10:22 AM file://CADocuments%20and%20S etti nlzslszoldbO I \Local %20Settines\TemtAu2k68B - tml) 1/2/2008 enAral Infnrmatinn W V [Qitn lnfr.rrrtft+i. " nai st DBS Intersection Chinden at Black Cat enc /Co. Southeast Parcel Only Jurisdiction Date Performed 118108 Analysis Year 015 Build Out nal sis Time Period PM Peak Hour rro ect uescrn tion Stonebrlar Subdivision East/West Street: Chinden North/South Street: Black Cat Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound ovement 1 2 3 4 5 6 [Peak-Hour L T R L T R olume veh/h 0 627 13 84 992 i Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 681 14 91 1078 1 Percent Heavy Vehicles 0 -- -- 0 _ -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 7 0 onfiguration L TR L TR U stream Signal 1 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 19 1 44 0 0 1 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 20 1 47 0 0 1 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 onfiguration LTR LTR 1.7 ela Queue Len th and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR (veh/h) 0 91 68 1 (m) (veh/h) 654 910 120 268 lc 0.00 0.10 0.57 0.00 5% queue length 0.00 0.33 2.76 0.01 ontrol Delay (s/veh) 10.5 9.4 68,5 18.5 LOS B A F C lApproach Delay -- -- 68.5 18.5 file://C:1Documents%20and%20Settineslszoldb011Local%20Settines\Temn\u2k69D.tmo 1/2/2008 .. .1"I I . .1 . - It' Y ID ra::N-• 1. �::I Copyright 0 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 1/212008 10:28 AM file.//C:\Documents%20and%2OSettinL,s\szi)ldbO I \Local %2OSettin es\Tem1Au2k69D.tmr) 1/2/2008 CAPACITY ANALYSIS OF BUILD OUT CONDITIONS um Washington Wsion 1151VO-Allv� . L,J,- 3ih 11::1 c I in Lir� id file: //CADocu ments%20and%2OSett i ngs\szpldbO I \Local %20Setti ngs\Temp\u2k926.tmp 2/12/2008 P I(s/veh) Lp—proach LOS E Copyright 0 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 2l1212008 7:55 AM file://C:\Documents%20and%2OSettings\szpldbOlTocal%2OSettings\Temp\u2k926.tmp 2/12/2008 AA_........._....._..-._........_ ..... _....... _................._.............._..........................................................................................................,,,„,,,...........,,,,„,,,,„,,,,,,,,........,.....„.,..,,„..„„........................ 9 1101i11111116111" STOP 'L•4.7A9T���"yi'K L. S UM1I1IMAIPI"111" General Information Site Information Analyst DLH Agency/Co. Date Performed F47108 Analysis Time Period PM Peak Hour Project Description Oakcreek Subdivision Intersection Jurisdiction Analysis Year Chinden at Black Cat 015 Build Out East/West Street: Chinden North/South Street: Black Cat intersection Orientation: East-West IStudy Period hrs ; 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 0 627 92 398 995 1 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR h/h 0 681 99 432 1081 1 rcent HeavyVehicles 0 - - 0 -- - dian Type Undivided Channelized 0 0 [—RT nes 1 1 0 1 1 0 nfiguration L TR L TR stream Si nal 0 0 nor Street Northbound Southbound ovement 7 8 9 10 11 12 L T R L T R plume veh/h 61 1 209 0 0 1 Peak -Hour Factor, PHF 0.92 0.92 a92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 66 1 227 0 0 1 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 i 1 0 1 0 onfiguration LT R LTR Delay,Queue Len th and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LT R LTR (veh/h) 0 432 67 227 1 C (m) (veh/h) 652 846 9 426 267 Ic 0.00 0.51 7.44 0.53 0.00 95% queue length 0.00 2.96 9.81 3.05 0.01 Control Delay (s/veh) 10.5 13.6 3710 22.7 18.5 LOS B B F C C Approach Delay "" -- 863.1 18.5 file://C:\Documents%20and%20Settings\szpldb0l\Local%20Settings\Temp\u2k93E.trnp 2/12/2008 k.,opyngm (Pevw) university or Florida, Ail Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 7:57 AM file:IIC:\Documents%20and%2OSettings\szpldbOIV-ocal%2OSettings\Temp\u2k93E.tmp 2/12/2008 General Ynformation wmm ............ REPORT` Site Information Analyst DLH Agency or Co. Date Performed 21412008 Time Period PM Peak Hour Intersection Chinden at Black Cat Area Type All other areas Jurisdiction Analysis Year 2015 Build Out Volume and Timinq InDu EB WB NB SB LT TH RT TH RT LT TH RT LT TH RT Number of Lanes 1 1 1 1:'L.. 1 0 1 1 1 1 1 0 Lane Group L T R TR L T R L TR Volume (vph) 0 627 92 995 1 61 1 209 0 0 1 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 PH F 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Pretimed/Actuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2. 22.0 2.0 2.0 2.0 2.0 12.0 2.0 2.0 Extension of Effective Green 2 0 2 0 2.0 2.0 2.0 2.0 2.0 12.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 13.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 30 0 0 0 0 0 75 0 0 1 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 112.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 13.2 Phasina WB Onlv I EW Perm 03 04 SB Only NB Only 07 08 Timing G= 3L5J IY= G= 50.2 G= G I G= 9.3 G= 9.0 1 G= G= ly- 6 IY= 6 Y= I Y IY= 6 Y= 6 ly= Duration of Analysis hrs = 0.25 Cycle Length C = 130.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 0 682 67 433 1083 66 1 146 0 0 Lane Group Capacity 179 719 611 511 1342 123 129 110 127 133 v/c Ratio 0.00 0.95 0.11 0.85 0.81 0.54 0.01 1.33 0.00 0.00 Green Ratio 0.39 0.39 0.39 0.29 0.72 0.07 0.07 a07 0.07 0.07 Uniform Delay di 24.5 38.6 25.6 43.6 12.1 58.5 56.3 60.5 56.0 56.0 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0,50 0.50 Incremental Delay d2 0.0 23.7 1 0.4 15.9 5.3 15.8 0.1 196.9 0.0 0.0 PF Factor 1.000 1.000 11.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 24.5 61.7 25.9 59.4 17.4 74.2 56.5 257.4 56.0 56.0 Lane Group LOS C E C E B E E F E E Approach Delay 58.5 29.4 199.7 file: //C: \Documents% 20and %20Setti ngs\szpldbO I \Local %20Settings\Temp\s2k938.tmp 2/12/2008 F 1:1! 2 c, 1: Copyright* 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 2/12/2008 7:56 AM file:HC: \Docu ments %20and% 20Setti ngs\szpldbO I Tocal % 20Se tti ngs\Temp\s2 k93 8. tmp 2/12/2008 T"VVO"IWAlk'Y' '.'i"I"'OP COIV°I"ROIL SUMMARY General Information Site Information Analyst DLH Agency/Co. Date Performed 214108 Analysis Time Period PM Peak Hour 'roject Description Oakcreek Subdivision ast/West Street: McMillan ntersection Orientation: North -South lehicle Volumes and Adjustments Aa'or Street Northbound Aovement 1 2 L T lolume veh/h 7 17 'eak-Hour Factor, PHF 0.92 0.92 lourly Flow Rate, HFR reh/h 7 18 'ercent Heavy Vehicles 0 -- tedian Type IT Channelized anes 0 1 onfiguration LTR stream Signal 0 linor Street Eastbound ovement 7 8 L T olume veh/h 4 81 eak-Hour Factor, PHF 0.92 0.92 ourly Flow Rate, HFR eh/h 4 88 ercent Heavy Vehicles 0 0 �rcent Grade (%) 0 ared Approach N Storage 0 r Channelized Ines 0 1 mfiguration LTR day, Queue Lenat and Level of Service proach Northbound Southbound 7ement 1 4 ne Configuration LTR LTR veh/h) 7 96 ,m) (veh/h) 1604 1423 0.00 0.07 '/o queue length 0.01 0.22 ntrol Delay (s/veh) 7.3 7.7 S A A proach Delay Intersection McMillan at Mc urisdiction Analysis Year 2015 Build Out North/South Street: McDermott Study Period (hrs): 0.25 Southbound Undivided 0� Westbound ov o r i Westbound .. • file:/IC:\Documents%20and%20Settings\szpldb01\Local%20Settings\Temp\u2k957.tmp 2/12/2008 pproach LOS I --I -_ C 8 Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 8:03 AM file://C:\Documents%20and%2OSettingslszpldbOI\Local%20Settings\Temp\u2k957.tmp 2/12/2008 171 i 6;' �unmm�nnnnur-- umnmmnininnnninnnnnumnnnnnnnnn _... TWO-WAY STOP CONTROL SUMMARY ................... nnnnn, General Information Site Information nai st enc /Co. DLH Intersection McMillan at Black cat Date Performed 4/08 urisdiction nal sis Year 015 Build Out nal sis Time Period PM Peak Hour Project Description Oakcreek Subdivision East/West Street: McMillan North/South Street: Black Cat Intersection Orientation: North -South tud Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 Volume veh/h L 278 T 66 R L 11 20 T R 91 0.92 391 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR 0.92 veh/h 302 71 11 21 98 424 Percent Heavy Vehicles 0 T_. Median Type _ 0 Undivided _ RT Channelized 0 anes 1 1 0 1 0 Configuration It L TR L 1 0 stream Signal 0 TR Minor Street I =. 4k ,. 0 Movement 7 8 y L T /olume veh/h 213 103 3eak-Hour Factor, PHF 0.92 0.92 sourly Flow Rate, HFR veh/h 231 111 'ercent Heavy Vehicles 0 0 'ercent Grade (%) 0 fared Approach N Storage 0 T Channelized anes 1 1 onfiguration L elay, Queue Len th and Level of Service Dproach Northbound Southbound ovement 1 4 ine Configuration L L 'veh/h) 302 21 (m) (veh/h) 1055 1528 0.2s 0.01 queue length 1.19 0.04 ntrol Delay (s/veh) 9.8 74 S A A aroach Delay 9 10 Westbound 11 T 12 R R L 151 0.92 25 0.92 225 0.92 22 0.92 164 27 244 23 0 0 0 0 0 N 0 0 0 0 1 1 0 TR TR L 7 L 27 48 0.56 2.13 150.9 F Westbound 8 492.6 9 TR 267 134 1.99 21.32 5271 F Eastbound 10 11 L 231 0 F 12 TR 275 306 0.90 8.40 66.6 F file://C:\Documents%20and%20Settings\szpldb01\Local%20Setting s\Temp\u2k983.tmp 2/12/2008 I+pproach LOS I f - Copyright ® 2005 University of Florida. All Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 8:26 AM file://C:\Documents%20and%20Settings\szpldb011Locai%20Settings\Temp\u2k983.tmp 2/12/2008 ........... .... ............................... ............... ............................. ............. ............... .,,,. w„ SHORT REPORT General Information Site Information Analyst DLH Agency or Co. Date Performed 21412008 Time Period PM Peak Hour Intersection McMillan at Black Cat Area Type All other areas Jurisdiction Analysis Year 2015 Build Out Volume and Timing input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 1 1 1 0 1 1 0 1 1 1 Lane Group L T R L TR L TR L T R Volume (vph) 213 103 151 25 225 22 278 66 11 20 91 391 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 12 2 PH F 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 .92 0.92 Pretimed/Actuated (P/A) P P P P P P I P P P P I P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 12.0 2.0 2.0 12.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 60 0 0 5 0 0 5 0 0 150 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian 'rime 3.2 3.2 3,2 1 13.2 Phasin Excl. Left Thru & RT 03 1 04 1 Excl. Left Thru & RT 1 07 1 08 Timing G= 14.2 IY= G= 15.0 G= G= I G= 18.5 G= 18.3 G= G= 6 IY= 6 Y= IY= IY= 6 776 1 Y= Y= Duration of Ana! sis hrs = 0.25 Cycle Length C = 90.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 232 1112 199 27 263 302 179 22 99 Lane Group Capacity 9 311 264 279 307 364 374 364 379 We Ratio 83 .36 .38 .10 .86 .83 0.21 .06 0.26 Green Ratio 16 [6,7 17 .17 .16r.5O .21 .20 .21 0.20 Uniform Delay di 3.2 3.3 2.4 4.2 9.8 8.8 0.2 Delay Factor k 0 .50 .50 .50 0.50 P.50 P.50 0.50 Incremental Delay d2 24.2 3.2 4.0 a7 25.2 19.3 1 1.3 0.3 1.7 PF Factor 1.000 1.000 1.000 11,000 1.000 1.000 1.000 11.000 1.000 Control Delay 60.9 36.5 37.4 33.1 61.7 53.5 31.1 29.1 31.8 Lane Group LOS E D D C E D C C C Approach Delay 49.5 59.0 48.9 46.8 Approach LOS D E D D file://C:1Documents%20and%20Settings\szpldb011Local%20Settings\TempNs2k9B7.tmp 2/12/2008 [Intersection Delay 1 50,5 Intersection LOS I D Copyright 0 2005 University of Florida, All Rights Reserved HC$+TM Version 5.21 Generated: 2112/2008 9:06 AM file:IIC:\Documents%20and%2OSettings\szpldb0l\Local%2OSettings\Temp\s2k9B7.tmp 2/12/2008 4 i.1 ••• b i.... .... II. f.:UI::9 'I,.,,: xnnnnnnnrnnmnxmxxmxxxxxmrxxnmnnrxxxxrmxxxxxx nmxxnumm�mmmixrmm�,xx,xnmruxnmwermnmrmmrN.nxnnnnnmmmnnnmnnxnnnnnnnnnmwnrxrmmr�mm,�,,,�xi . TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st LH enc /Co. l ate Performed /4108 nal sis Time Period M Peak Hour Intersection cMillan at West Site Mccess Jurisdiction Analysis Year 2015 Build Out Project Description Stonebriar Subdivision East/West Street: McMillan North/South Street: New West Site Access Intersection Orientation: East-West [Study Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 120 188 66 154 15 280 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 130 204 71 167 16 304 Percent Heavy Vehicles 0 -- -_ 0 Median Type Undivided PT Channelized 0 0 _anes 1 1 0 1 1 0 Donfiguration L TR L TR 1pstream Signal 0 0 dinor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R /olume veh/h 36 0 83 151 0 65 peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 sourly Flow Rate, HFR veh/h 39 0 90 164 0 70 'ercent Heavy Vehicles 0 2 0 0 0 0 )ercent Grade (%) 0 0 dared Approach N N Storage 0 0 IT Channelized 0 0 anes 0 1 1 0 1 1 ;onfi uration LT R LT R lelay, Oueue Len th and Level of Service rpproach Eastbound Westbound Northbound Southbound lovement 1 4 7 8 9 1 10 11 12 ane Configuration L L LT R I LT R (veh/h) 130 167 39 90 164 70 (m) (veh/h) 1251 1300 161 804 154 881 Ic 0.10 0.13 0.24 0.11 1.06 0.08 5% queue length 0.35 0.44 0.91 0.38 8.49 0.26 ontrol Delay (s/veh) 8.2 8.2 34.4 10.0 149.8 9.4 JS I A A D 8 F A file://C:\Documents%20and%20Settings\szpldb0l\Local%20Settings\Temp\u2k9Al.tmp 2/12/2008 Il ,f it" 1 B IIPIIi + V'j ° y la; ].l::I' d,..,E::Da']'I r I', w �� pproach Delay s/veh -- -- 17.4 107.8 pproach LOS -- -- C F wNyuyn[ v z On university or monaa, All Rights Reserved HCS+TM Version 5,21 Generated: 2/12/2008 8:42 AM file://C:1Documents%20and%24Settingslszpldb011Local%20Settings\Temp1u2k9Al.tmp 2/12/2008 °ri�'llr,]:I"II: �I��;�91;:;if,7;l'll' � _ 1:aliV f!;I•,' a d:ai�' '.'. _ _ _ .v°N I,,,I I�,Jh I"'g ���II^ Gener;FiiT ovrnatior; ..............„. ......�� l ��li If���� In�l�, �II� �ii� ��" II 9�.................................................................. Site Information............................... Analyst DLH Agency or Date Performed 2/4/2008 Time Period PM Peak Hour Intersection McMillan at West Site Access Area Type All other areas Jurisdiction Analysis Year 2015 Build Out Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 0 1 1 1 0 1 1 0 1 1 Lane Group L TR L T R LT R LT R Volume (vph) 120 188 66 154 195 280 36 0 83 151 0 65 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 P H F 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Pretimed/Actuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2,0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 1 3.0 1 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 0 100 0 0 0 0 0 20 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 3.2 Phasing Excl. Left Thru & RT 03 04 NB OnlySB Only07 Og Timing G= 8.7 G= 14.0 G= G= G= 5.5 G= 7.8 ]Y= G= G= Y= 6 Y= 6 Y= Y= IY= 6 Y= 6 jY= Duration of Analysis (hrs) = 0.25 C cle Len th C = 60.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 130 1276 167 212 1196 39 90 164 Lane Group Capacity 257 1418 257 435 369 163 145 231 v/c Ratio 0.51 10,66 0.65 0.49 0.53 0.24 0.62 0.71 Green Ratio 0.14 10.23 0.14 0.23 0.23 0.09 0.09 0.13 Uniform Delay di 23.7 20.8 24.2 19.9 20.1 125.3 26.2 25.0 Delay Factor k 0.50 0.50 0.50 0.50 0,50 0.50 0.50 0.50 Incremental Delay d2 7.0 8.0 12.1 3.9 5.4 3.4 18.3 16.9 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 30.6 28.8 36.3 23.8 25.5 28.7 44.6 41.9 Lane Group LOS C C D C C C D D Approach Delay 29.4 28.0 39.8 38.3 Approach LOS C C D D file://CADocumen ts%20and%20Settingslszpldb011Local%20Settings\Templs2k950.tmp 2/12/2008 Intersection Delay 1 31.2 M Intersection LOS--- -- I c Copyright 02005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: PJ12/2008 8:01 AM file:IIC:\Documents%20and%2OSettings\szpldb0l\Local%2OSettings\Temp\s2k950.tmp 2/12/2008 .�I•"'ia�ri;�.."�jil�4'��FL�V' "'S1il',��::� �i,..�4'I�I"L'1:1��'�.� � ..�, ..........._.................................................„..... TWO-WAY STOP CONTROL SUN'u!IN'IAR)" ral Information Site Information t rKDate DLH Intersection McMillan at Middle Site Access /Co. erformed 4108 urisdiction is Time Period PM Peak Hour Analysis Year 015 Build Out Project Description East/West Street: McMillan Intersection Orientation: East-West FNorth/South Street: New Middle Site Access tud Period hrs : 0.25 Vehicle Volumes and Adjustments a"or Street Eastbound Westbound ovement 1 2 3 4 5 g [Peak-Hour L T R L T R olume veh/h 133 289 557 311 Factor, PHF Hourly Flow Rate, HFR veh/h 0.92 144 0.92 314 0.92 0 0.92 0 0.92 605 0.92 338 Percent Heavy Vehicles 0 -_ _ 0 _ Median Type Undivided FIT Channelized 0 0 Lanes 1 1 0 0 1 1 onfiguration L T T R Upstream Sir 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h Peak -Hour Factor, PHF veh/h Hourly Flow Rate, HFR 0.92 0 0.92 0 0.92 0 168 0.92 182 0.92 0 72 0.92 78 Percent Heavy Vehicles 0 2 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes Configuration 0 0 0 1 L 0 1 R Dela Queue Len tand Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 La ne Configuration (veh/h) C (m) (veh/h) lc 95% queue length Control Delay (s/veh) LOS L 144 736 0.20 0.72 it. i B L 182 164 1.11 9.46 159.2 R 78 501 g13.5 file://C:1Documents%20and%20Settingslszpldb011Local%20SettingslTemp\u2k95C.tmp 2/12/2008 4'I. 1:) r1i 1: r ppro ach Delay sIveh) 115.5 pproach LOS F Copyright @ 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 2/12/2008 8:07 AM file://C:\Docu ments%20and%2OSetfings\szpIdbO I \Local %20Setfings\Temp\u2k95C.tmp 2/12/2008 °1 It Vw;D III��I",Ili" ......I ,,, „� I"„I I ,;Il..................................._........................................................ ................................................................................................. II.:II�II:' f General Information Site Information Analyst DLH Agency or Co. Date Performed 21412008 Time Period PM Peak Hour Intersection McMillan at Middle Site Access Area Type All other areas Jurisdiction Analysis Year 2015 Build Out Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 1 1 1 1 Lane Group L T T R L R Volume (vph) 133 289 557 311 168 72 % Heavy Vehicles 2 2 2 2 2 2 P H F 0.92 0.92 0.92 0.92 0.92 0.92 Pretimed/Actuated (P/A) P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 0 100 0 0 20 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 1 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 Phasinu EB Only Thru & RT 03 04 SB Only 06 07 06 Timing G= 4.8 IY= G= 23.8 IY= G= G= IY= I G= 11.4 G= G= IY= G= 6 6 Y= IY= 6 Y= I Y= Duration of Analysis hrs = 0.25 Cycle Length C = 58.0 I Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB Adjusted Flow Rate 145 314 605 229 183 Lane Group Capacity 146 1111 764 650 348 v/c Ratio 0.99 0.28 0.79 0.35 0.53 Green Ratio 0.08 10.60 0.41 10.41 0.20 Uniform Delay di 6.6 5.7 14.9 11.8 20.9 Delay Factor k 0.50 0.50 0.50 0.50 0.50 Incremental Delay dz 72.7 0.6 8.2 1.5 5.6 PF Factor 1.000 1.000 1.000 1.000 1.000 Control Delay 99.3 6.3 23.2 13.3 26.5 Lane Group LOS F A C 1 B C Approach Delay 35.7 20.5 25.1 Approach LOS D I C C file://CADocumen ts%20and%20Settings\szpldb0l1Local%20Settings\Temp\s2k96E.tmp 2/12/2008 Intersection Delay1 25.7 Intersection LOS I C Copyright 0 2005 University of Florida, All Rights Reserved "CS+'tit Version 5.21 Generated: 2/12r2008 8:08 AM tale://C:\Documents%20and%20Settings\szpldb0l\Local%20Settings\Temp\s2k96E,tmp 2/12/2008 c Y Y TWO-WAY STOP CONTROL SUMMARY a[ Information a: -- I .- I 1 5 1 %FYI I I" I I %J I I st Intersection McMillan at East Site Access gency/Co. -olm JKDatnal t e Performed rme VDLIHI 51,0 8 urisdiction nalysisiTime Period PM � PM Peak Hour nalysis Year 2015 Build Out IlPrniam I - file://C:\Docu men ts %20and% 20Setti ng s\szpldbO I V-oc al %20Setti ngs\Temp\u2k974. tmp 2/12/2008 lApproach Delay Ps/veh) 16,7 pproach LOS C r- i k# rA onrw HCS+Tm Version 5.21 Generated: 2/1 ?J2008 8:13 AM file:HC:\Documents%20and%2OSettings\szpldbO I Tocal %20Setfings\Temp\u2k974.tmp 2/12/2008 '1 ,' . Ir141.1:4!I' LY'(iii�'? IL,.,1:)I"1.I:L'(.)1. �I/ •r::. ', IIIIIIIIIIIIIIIIInXInn.......XMXXXMIMXX IIIIIIIIIIIIIIIIIIIIIIXXf�IIIIpIIIIMIn�A..........11llllllllllln................ lllllllllnmm..nnllll...... lyll, TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st DLH enc /Co. Date Performed 215108 nal sis Time Period PM Peak Hour Intersection Black Cat at North Site Access Jurisdiction Analysis Year 2615 Build Out Project Description East/West Street: New North Site Access North/South Street: Black Cat Intersection Orientation: North -South IStudy Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 olume veh/h Peak -Hour Factor, PHF Hourly Flow Rate, HFR veh/h L 24 0.92 26 T 260 0.92 282 R 0.92 0 L 0.92 0 T 469 0.92 509 R 20 0.92 21 Percent Heavy Vehicles 0 __ 0 _ - Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration Upstream Signal L T 0 TR 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 11 13 Peak -Hour Factor, PHF -lourly Flow Rate, HFR veh/h 0.92 11 0.92 0 0.92 14 0.92 0 0.92 0 0.92 0 'ercent Heavy Vehicles 0 0 0 0 0 0 'ercent Grade (%) 0 0 :tared Approach N N Storage 0 0 TT Channelized 0 0 .anes :onfi uration 1 L 0 1 R 0 0 0 Way, Queue Len th and Level of Service Ipproach Northbound Southbound Westbound Eastbound lovement 1 4 7 8 9 10 11 12 ane Configuration L L R (veh/h) 26 11 14 (m) (veh/h) 1048 324 560 c 0.02 0.03 0.03 i% queue length 0.08 0.11 0.08 ontrol Delay (s/veh) 8.5 16.5 11.6 )S A C B file://C:1Documents%20and%2OSettingslszpldbO1Tocal%20Settings\Temp\u2k97E.tmp 2/12/2008 [---I pI jj 1[ " 1, h � %Wool pproach Delay I I I (s/veh) I 13,8 pproach LOS T B fly w I u 1 --r-Y ut rjuilua, ml, mignis meservea HCS+Tm Version 5.21 Generated: 2112J2008 8:15 AM file:HC:\Documents%20and%2OSettings\szpidbO I \Local %20Setfings\Temp\u2k97E, tmp 2/12/2008 �� '6;w' I;:I •• III�I kl: )' :..i 111.I I..0 Il,...a- n L r o 1. nnmm�nmrnnrrrrrrrrnrrrnnmmnmmnnurrrrrrrrrrrrxmnnrxmrrrxmrxrrrnnnnrmninrmxx�"'..'nr"...... n nrnnnumnnnnnnnminnninnimmromrnnnmmunnxnxnmxnnnnnninnnnnnninnnnxxnxrxxxnunnnmm�xrmnmm�mm�ninrnnrxxnnnnunrnmxnxmunnmm�umunmm�rnxmnxnx......rmrvwmmm ....rxnxx..... xlx.WO-WAY' STOP 1,ON"I"HOL SUMMARY' General Information Site Information nal st DLH Intersection Black Cat at South Site enc /Co. ccess Date Performed 215108 Jurisdiction Analysis Time Period PM Peak Hour Analysis Year 2015 Build Out Project Description East/West Street: New South Site Access North/South Street: Black Cat Intersection Orientation: North -South 1StudY Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 g L T R L T R olume veh/h 24 344 253 14 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Flow Rate, HFR �Hourly (veh/h)0 26 373 p 274 15 Percent Heavy Vehicles 0 -- -- 0 Median Type Undivided RT Channelized 0 Lanes 1 1 0 0 1 0 p Configuration L T Upstream Signal 0 0 TR Minor Street Eastbound Westbound vlovement 7 8 9 10 11 12 L T R L T R /olume veh/h 12 8 'eak-Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 sourly Flow Rate, HFR veh/h 13 0 6 0 0 0 'ercent Heavy Vehicles 0 0 0 0 0 0 'ercent Grade (%) 0 0 Tared Approach N N Storage p 0 IT Channelized 0 0 anes 1 0 1 0 0 0 onfi uration L R ela , Queue Len th and Level of Service pproach Northbound Southbound Westbound Eastbound lovement 1 4 7 S 9 10 11 1 12 ine Configuration L L R (veh/h) 26 13 8 (m) (veh/h) 1284 397 762 0.02 0.03 0.01 i% queue length 0.06 >ntrol Delay (s/veh) 7.9 0.10 .0 0.0 )S A 14.4 9.8 B A file://C:\Documents%20and%2OSettings\szpldbOI\Local%20Settings\Temp\u2k979.tmp 2/12/2008 lApproach Delay s /veh) 12.6 pproach LOS B � Copyright C 2006 University of Florida, All Rights Reserved HCS+TtO Version 5.21 Generated: 2J12/2008 8:14 Am file:IIC:\Documents%20and%2OSettings\szpidb0l\Local%2OSettings\Temp\u2k979.tmp 2/12/2008 (D 0 0 C� [I 0 E�x 0 0 u u 0 HOH 0 -1 O �i �J L� � -��_� _�� � � JJ I� �� � ' ��l ��oC^ OCR -� � i ' %i �� it J �< �J� �1�� ,,%�' ^I ��� ��-�� I� LJI ^ Imo' :�� � �, _��_ O \ �� �� I�� � �,�, l� i�i� G� i,L_J� C� January 8, 2008 Coleman Communities 1025 Bridgeway Place Suite 280 Eagle, Idaho 83616 Attention: Mr. Thomas M. Coleman Irerracon Consulting Engineers & Scientists Re: Limited Geotechnical Engineering Exploration Black Cat and McMillan Road Residential Development Meridian, Idaho Terracon Project 62065031A Dear Mr. Coleman: Terracon Consultants, Inc. 11849 West Executive Drive, Suite G Boise, Idaho 83713 Phone 208.323.9520 Fax 208.323.9592 www.terracon.com Terracon has performed a limited geotechnical engineering exploration for the referenced project. This exploration was authorized by you on December 5, 2007, and performed in general accordance with our Proposal for Geotechnical Engineering Services dated December 5, 2007. The accompanying report describes the exploration and summarizes our findings. We appreciate the opportunity to be of service to you. If you have any questions concerning this report, or if we may be further assistance to you in any way, please call us. Sincerely, TERRACON CONSULTANTS, INC. MatthW A. Birchmier, E.I.T. C. Ffobgland, MAB:tt\62065031A\Limited Geo Exploration Rpt\62065031A Geotech Report.doc Attachments Copies To: Addressee (3) TABLE OF CONTENTS Letter of Transmittal Terracon Page INTRODUCTION.....................................................................................................................1 PROJECTDESCRIPTION......................................................................................................1 SITE EXPLORATION PROCEDURES ...................................................................................1 FieldExploration............................................................................................................1 LaboratoryTesting......................................................................................................... 2 SITECONDITIONS.................................................................................................................2 SUBSURFACECONDITIONS................................................................................................3 SoilConditions...............................................................................................................3 Groundwater Conditions................................................................................................3 PERCOLATIONTEST RESULTS.......................................................................................... 3 PAVEMENT............................................................................................................................ 4 GENERALCOMMENTS.........................................................................................................5 APPENDIX A Figure 1: Boring Location Plan Figure 2: Site Diagram Boring Logs Laboratory Test Results APPENDIX B General Notes Unified Soil Classification TERRACON LIMITED GEOTECHNICAL ENGINEERING EXPLORATION Black Cat and McMillan Road Residential Development Meridian, Idaho Terracon Project No. 62065031A January 8, 2007 INTRODUCTION This report contains the results of our limited geotechnical exploration for the proposed residential development to be located near the intersection of Black Cat and McMillan Road in Meridian, Idaho. The exploration consisted of drilling eight borings to determine subsurface conditions, installing piezometers, performing field percolation rate tests in the borings, conducting laboratory testing on representative soil samples, and preparing this report. This report summarizes the exploration and presents the results of the field and laboratory testing. As indicated in our proposal, our services do not include recommendations for constructing residences or other facilities on the site. PROJECT DESCRIPTION We understand the proposed site is approximately thirty acres of mostly agricultural land located on the southwest quadrant of the Black Cat and McMillan Roads intersection. The project proposes to develop the site into a residential subdivision. SITE EXPLORATION PROCEDURES Field Exploration The subsurface exploration consisted of drilling eight borings at locations indicated by Coleman Communities. Slotted 2-inch PVC pipe was installed in five of the borings to allow others to monitor the depth to groundwater over time. At three of the piezometer locations, an additional boring was drilled nearby and 3-inch PVC pipe was installed for field percolation tests. The approximate locations of the borings are shown on the Boring Location Plan included in Appendix A. Terracon located the borings in the field by measuring from existing site features with a measuring wheel. A representative of Coleman Communities surveyed the boring locations and elevations. The locations and elevations of the borings should be considered accurate only to the degree implied by the means and methods used to define them. Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 The borings were drilled to depths ranging from about 6.5 to 16.5 feet below the existing ground surface with a truck -mounted drill rig. A Terracon field geologist recorded logs of the borings during the drilling operations. Disturbed soil samples were obtained from the borings at various depths. Descriptions of the materials encountered are indicated on the borings logs. Laboratory Testing Samples obtained during the field exploration were taken to the laboratory where they were visually classified in general accordance with the Unified Soil Classification System (described in Appendix B). Representative soil samples were selected for testing to determine the engineering and physical properties of the soil. Laboratory tests conducted and a brief description of the purpose of each test are listed below. The results of the laboratory tests are included on the boring logs in Appendix A. TABLE 1 — LABORATORY TESTING Tests Conducted To Determine Moisture content representative of field conditions at Natural Moisture Content the time samples were taken. Grain Size Distribution Size and distribution of soil particles. Percent Passing No. 200 Sieve Amount of clay and silt in a sample. Atterberg Limits The plasticity of silt and clay; used for classification. Indicator of subgrade strength for use in pavement R-Value design. SITE CONDITIONS At the time of our exploration, the approximately 30-acre site was generally vacant and consisted primarily of relatively flat agricultural ground. McMillan and Black Cat Roads border the site on the north and east, respectively. Agricultural land borders the site to the west and south. A dirt access road parallels the western property line. Residences were located near the northeast and southeast corners of the site. Several ditches and canals were present at the time of our field work. Site features are shown on Figure 2 in Appendix A. 2 Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 SUBSURFACE CONDITIONS Soil Conditions The subsurface conditions encountered at the boring locations are indicated on the individual logs included in Appendix A. Stratification boundaries on the logs represent the approximate depths of changes in soil types; in situ, the transition between materials may be gradual. The native near surface soils generally consisted of clay and silt with varying amounts of sand. These soils were underlain by a weakly to moderately cemented layer (caliche) that was about 2 to 3.5 feet in thickness. The caliche was underlain by well to poorly graded gravel with mixtures of silt and sand that extended to the maximum depth explored of about 15 feet. Groundwater Conditions The borings were monitored during excavation for the presence of groundwater. Groundwater was encountered in five of the borings during our field work at depths ranging from about 7.6 to 8.9 feet. Fluctuations of the depth to groundwater may occur due to seasonal variations in the amount of irrigation, rainfall, snowfall, runoff, the water level in nearby canals, and other factors not evident at the time the borings were drilled. Evaluation of these factors is beyond the scope of this exploration. PERCOLATION TEST RESULTS The percolation tests were performed in the borings by means of a PVC pipe. The tests were performed in general accordance with the procedures outlined in the Department of Environmental Quality, Technical Guidance Manual with the exception of the close proximity of the water table below the bottom of the percolation test. The tests resulted in the following measured field percolation rates. TABLE 2 PERCOLATION TEST RESULTS Borings Depth (ft) Soil Classification Measured Rate (minutes per inch) B-2A 6.8 Gravel with Sand < 1 B-3A 6.2 Well Graded Gravel with Silt and Sand < 1 B-4A 4.4 Poorly Graded Gravel with Silt and Sand 9 3 Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 Weakly to moderately cemented soils were encountered in the borings between depths of about 2 to 4.5 feet in most borings. These soils are not expected to provide adequate drainage for the storm water infiltration systems. Discharging storm water runoff into these soils may result in ponded water and flooding of adjacent areas/facilities. We recommend silts, clays, and cemented soils be overexcavated to uncemented gravel with sand in the areas of the stormwater infiltration system. Approved backfill should be placed between the storm water infiltration systems and the native, uncemented, gravel with sand layers. The type and thickness of backfill should be determined by the designer of the storm water infiltration system. The measured test rates are not intended to be design infiltration rates. An appropriate factor of safety should be applied to the measured rates for use in design. The infiltration rate of the system may be affected by many factors, such as those discussed below, which should also be considered in selection of an infiltration rate for design. Water Quality - The percolation test was performed with clear water, whereas the storm runoff will likely not be clear, but may be contaminated with organics, fines, and grease/oil. The presence of these deleterious materials will tend to decrease the rate at which water percolates from the infiltration system. Design of the storm water infiltration system should account for the presence of these materials, or should incorporate structures/devices to remove these deleterious materials. With time, we anticipate the bottom of the infiltration system will tend to become plugged with organics, sediments, and other debris. Long term maintenance will likely be required to remove these deleterious materials to help prevent decreases in actual percolation rates. Soil Variability - Based on the soils encountered in our borings, we expect the percolation rates of the soils could be slower than that measured in the field due to variations in soil type, fines content, and cementation. In addition, the percolation rate of the backfill may be slower than that of the native, uncemented gravel with sand. PAVEMENT A preliminary pavement section was developed for estimating purposes and is presented below. The pavement section was determined using Ada County Highway District (ACHD) design method. A traffic index of 6.0 for residential streets was used to design the pavement section. An R-value test performed on a sample of silt obtained from boring B-1 resulted in an R-value of 16 which was used in preliminary pavement section design. The preliminary pavement section is presented below in Table 3. 4 Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 TABLE 3 - PRELIMINARY ASPHALT PAVEMENT SECTION Granular Total Assumed Asphalt Base R-Value Subbase Thickness Traffic Index (in) (in) in in 6.0 16 3.0 4.0 9.5 16.5 Granular subbase should be 6-inch minus uncrushed aggregate conforming to Section 801 of the Idaho Standards for Public Works Construction (ISPWC). Base course aggregate should be 3/4-inch Type I conforming to Section 802 of the ISPWC. The subbase and base aggregates should be moisture conditioned to near optimum moisture content, placed in uniform lifts not exceeding 9 inches when loose, and then compacted to at least 95 percent of the maximum dry density as determined by AASHTO T-99. Asphalt concrete should be 3/4-inch, Class II plant mix conforming to the requirements of Section 810 of the ISPWC. GENERAL COMMENTS Our services do not include recommendations for constructing residences or other facilities on the site. Specific geotechnical explorations should be performed for individual building sites and roadways to determine site specific design parameters and recommendations for foundation and slab support systems, and construction methods. Terracon should be retained to review the final design plans and specifications for the storm water infiltration system so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications of these systems. Terracon also should be retained to provide observation and testing services during construction of these systems. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or 61 Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. C^ APPENDIX A O ;,q R Z U) w Q Q W _ J a Oa - wZ OLU J e J -- Q U 00 m OJ -6a Z J _J m Ii m C) O U > c E z O If N U Ua 1 ai E a o m w Q V7 N C H o II Woos �m i O J Z CID y II Z N M � a, c LLJ _ �aN U W In II a z a m o Z O 2 N ao 2 ch 27 Qo�a - U O s ym LLLL o LL z in LL zLU m m W 2 J N 0 300 600 feet rBASED ON 2003 AERIAL PHOTOGRAPH FROM The Ada County Assessors Office DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES FIGURE 2 — SITE DIAGRAM McMillan and Black Cat Development Meridian, Idaho Proj. Mngr: MBF lferracon Proj. # 62065031A Designed by: BLP 11849 W. Executive FN: Figure2.ppt Drive, Suite G Drawn by: BLP Boise, Idaho 83713 Date:12//19/07 ........... . . . ............... ........... .............. Page I o 1: "1 . . . . . .......... . . ............ . . ...... . . . . . ................ CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS Uj > LU a. IL LU U) >_ 0- W DESCRIPTION >_ Of >_ Uj :: CD 0 C14 0 L' LU LU U a- LU CL uj 0 z LU �_ _j Lu z _j < of CL LU 0 LU 0 a- E., z 0 5 V _R CL tz z (D Approx. Surface Elev.: 2541.4 ft 0 U) w C/) M L) < 0.5 Topsoil: Silt- stiff, moist, brown 2540.9 __BS Ss 0.9 13 16 Silt; stiff, - moist, brown 2 _SS 0.9 15 27 qV NF 3.5 2537.9 Sandy Silt; very stiff, moist, brown 4 4.5 2536.9 Silty Sand; medium dense, moist to wet, SS 1.2 22 caliche fragments, brown 6 1.1 SZ Ss 0.6 50/0.4� 8 8.5 2532.9 C Gravel with Silt and Sand; very dense, wet, 0(� brown 0 C 10 _§_ S 1.0 68 C 12 SS 1.2 56 14 2527.4 BOTTOM OF BORING 2-inch PVC installed to 12.5 feet 7.5 feet to 12.5 feet slotted 5 The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. o WATER LEVEL DEPTH(S), ft erraconMBF BORING STARTED 12-14-07 WL 7.6 BORING COMPLETED 12-14-07. U ') WL RIG CME-750 LOGGED BY BLIP WIL APPROVED JOB# 62065031AJ LOG Of": NO. E:.:;!; .......................... .. ... ...... . ....... ___ . . .................... .. .......... ................. .. ..... ..... ...................... CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS LU 0- o CL >LU LU U) of 0 DESCRIPTION yj 04 Uj (D uj Ui 0 3: z LIJ _j M LU < Q� (L LU 2 L) LU CL _j z < 0 LU F- M z V z o Approx. Surface Elev.: 2539.7 ft W U)m 6 0.5 To soil: medium stiff, moist, brown 2539.2 Ss 1.1 8 Clay-, stiff, moist, brown 2 2537.7 2 Silty Sand; medium dense, moist, weakly SS 1.3 24 cemented, brown 4 SS 1.3 60 2533.7 6— Silty Sand with Gravel; very dense, moist, .7 brown 2532.7 Gravel with Sand-, very dense, moist to o wet, brown SS 0.7 50/0.4 C" 8— Q V LQ 9.5 2530.2 — Gravel with Silt and Sand-, very dense, wet, 0(� brown 10— SS 1.0 70 O 12— CK 12.5 2527.2 Gravel with Sand; very dense, wet, brown 1.5 78 < Sand lense at 12.5 feet _SS O 14 2525.7 14 BOTTOM OF BORING 2-inch PVC installed to 12.5 feet 7.5 feet to 12.5 feet slotted 3 The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. o WATER LEVEL DEPTH(S), ft rerracon BORING STARTED 12-14-07 WL �4 8.9 711 BORING COMPLETED 12-14-07 JAPPROVED U J r WL RIG CME-750 LOGGED BY BLP U — K WL MBF JOB# 62065031A] D, 0 I,,,,,,OG OF BORI N1IC].1i II° 4;,,,;Y I;31 2A „ .. Page 1 of .......... - ........... ......... .._- — CLIENT - ----- ............................ PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS W > WCn `v a a� 0 DESCRIPTION F V F g U _ = W J W > Z� Z aW mJ �� N o UW a3 � CL w Q W d OJ Q O ~ Z ° z Z=3 U` fnm 0.5 Topsoil: Clay; medium stiff, moist, brown Clay; stiff, moist, brown 2 3 SS 1.3 36 Silt; stiff to hard, moist, weakly cemented to 4.5, brown 4 5.5 6 SS 1.0 75 ° Q° Gravel with Sand; very dense, moist, brown O� ° �° SS 0.7 50/0.3 o 7.s BOTTOM OF BORING 3-inch PVC installed to 7 feet for percolation test s s i The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft Irerracon BORING STARTED 12-14-07 WL Q NE 1 BORING COMPLETED 12-14-07 WL RIG CME-750 LOGGED BY BLP WL APPROVED MBF JOB # 62065031A OF BORING NO. ................ . . ..... ......... ...... CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS W w > LU 0 CO DESCRIPTION of S2 0 LU W z w M _j N W OW > 0 0 z 3: 0 W LU W z < W - w 0 z V _j a-- U Approx. Surface Elev.: 2538.2 ft w 0 < 1 U) W Q: _j M 0 3:0 �_ < :I z S Clay an so moist, brown 0.5 Topsoil: 2537.7 Clayey Sand- medium dense, moist, caliche fragments, brown 2 2536.2 2 Silt; medium dense, moist, brown 1.3 43 _SS 3.5 2534.7 Sand 4 with Silt and Gravel; dense, moist, 2534.2 brown Gravel with Sand; very dense, slightly O moist to wet, brown 0.9 56 < _SS o 6 )o 7 2531.2 Gravel with Silt and Sand- very dense, wet, SS 1.1 90 (kc< brown 8 O 10— _SS 1.3 88 12 12.9 2525.3 SS 0.6 50/0.4 BOTTOM OF BORING 2-inch PVC installed to 12.5 feet 7.5 feet to 12.5 feet slotted o The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft Irerracon BORING STARTED 12-14-07 WL 7-8.1 BORING COMPLETED 12-14-07 wc WL RIG CME-750 LOGGED BY BLIP _U M , WL APPROVED MBF JOB# A 62065031J .1:: B01FRILING 11PI A Page 1 (::rf"l . ......... CLIENT ..... . ...... ............. PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS LU LU LU > � C� DESCRIPTION CL g Cn C3 XM 0 (D ui LU z LU _j _j Co C) N LU < (L _j (L 2 > 0 0 z �.L 0 0� Lu Lu �_ z - 0� U) Ui 0 z V CL tz of 0 LU a < U) W cf� EL _j (n M 0 L) z 0.5 Topsoil: Clay with Sand; soft, moist, brown Clay; stiff to medium stiff, moist, brown 2 _SS 1.2 8 3.5 Sandy Clay, medium stiff to stiff, moist, brown 4 5 Well Graded Gravel with Silt and Sand; 1.0 35 dense to very dense, slightly moist, brown _SS • 6 • SZ SS 1.2 60 7 10 8— • 9 BOTTOM OF BORING 3-inch PVC installed to 7.5 feet for percolation test 5 The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. 4 WATER LEVEL DEPTH(S), ft lrerr acon BORING STARTED 12-14-07 54 WIL 7.9 BORING COMPLETED 12-14-07 WL RIG CME-750 LOGGED BY BLP WIL )L APPROVED MBF JOB # 62065031A _j I" I OF BORINGG N ill IEi..1 ""I1:III „ I`.',a ..... e 'II i ; If 'II CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS LU > a DESCRIPTION F �� g o� U 0o z� o — w LU 0- Q d ii U �0 w� QZ w� H� V az Approx. Surface Elev.: 2537.5 ft o v¢i W a, m L) a z Topsoil: Clay; medium stiff to stiff, moist, SS 1.3 15 1 brown 2536.5 Sandy Silt; stiff, moist, weakly cemented, 2 brown 2535.5 2 Silty Sand; very dense, moist, moderately SS 1.1 50/0.5 to weakly cemented, brown :. 4 2533.5 4 Gravel with Sand; very dense to dense, Q, °< moist, brown C) SS 1.0 76 o � 6 Q ° Qo Q� SS 1.2 40 $ OD ° Qo o p 9.8 2527.7 10 61 Gravel with Silt and Sand; very dense, wet, SS 1.2 73 ° brown 0 ° 0 12 Oil 12.9 2524.6 S 0.4 5 / .4 BOTTOM OF BORING 2-inch PVC installed to 12.5 feet 's 7.5 feet to 12.5 feet slotted 's i The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft irerracon BORINGG STARTED 12-14-07 J WL SZ 7.9 t BORINGG COMPLETED 12-14-07 WL 3z RIG CME-750 LOGGED BY BLP WL APPROVED MBF JOB # 62065031A 0 IIVVV IIVVV. .... . LOG . .. . ........ . ..... ....Page 1 of "I .. ... ................ . . . ........... - ......... ...... . ...... .... .... . CLIENT . ...... ... .. ..................... .......... PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS LU LU > Ui >_ C- DESCRIPTION 0- >: CD w _j LU > z U) z X LU LU X LU < a_ LU (L 0 LU �.L 3: 0 z 0 (n 0 V < _j 0 < U) X CL _j vim Q < n .0 Topsoil. Clay; medium stiff, moist, brown Silt with Sand; stiff, moist, brown Silty Sand, very dense, moist, moderately to weakly cemented, brown SS 0.9 50/0.4 4 4-- \C Poorly Graded Gravel with Silt and Sand; [ < very dense, slightly moist, brown SS 0.9 52 3 8 (\C- r- 6.5 6— BOTTOM OF BORING Installed 3-inch PVC for percolation test The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft irerracon M BORING STARTED 12-14-07 WIL NE BORING COMPLETED 12-14-07 WL RIG CME-750 LOGGED BY BLIP WL ,k APPROVED MBF JOB# 62065031A) IRXIIIIIXIIIIIIIXIIIIIRXXIMPoRXNIM YIMRXIMIIXIRIXIIIIWIXXeRXIMMIRXIo•IMtlp®SXIXMRRXXXIRXXRYXXIXMXIIII LOG OF BORING NO. B-5 Page 1 of 1 __ CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS LU LU CL W fl o� DESCRIPTION �a o U _ = W J IL LU Z� Z dW WF m --� ly(n N O V w Q� � W Q O d_j QO ? �Z 0 prox. Surface Elev.: 2539.2 ft o cn c � m � 6 I_ Q-n o z� { 'Topsoil: Clay; medium stiff to stiff, moist, p Y; 2538.7 �O.brown SS 1.2 9 26 Clay; stiff, moist, dark brown 2 2537.2 2 Clay with Sand; stiff, moist, brown SS 1.1 39 3 2536.2 Sand with Silt; dense, moist, weakly to moderately cemented, brown 4 4.5 2534.7 Q° Gravel with Sand; very dense to dense, SS 1.0 54 o slightly moist, brown p o 6 C) SS 0.7 43 OD $ � 0 0 o Q° Op 10 SS 0.9 43 O� 12 O� ° 14— bl15 2524.2 Sand with Gravel; medium dense, wet, SS 1.2 29 brown 16 16.5 2522.7 BOTTOM OF BORING 2-inch PVC installed to 15 feet The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft Irerracon BORING STARTED 12-14-07 WL 8 $ 1 OP WL RIG CME-750ELLOGGED BOMPLETD By WL APPROVED MBF JOB # 62065031A 1" 3/4" 1/2"3/8" #4 #10 #20 #40 #WOO #200 100 — 90 80 70 60 U_ c 50 _ w 40 30 20 i 10 0 1000.00 100.00 10.00 1.00 0.10 0.01 Particle Diameter (mm) Sieve Opening (mm) % Passing Specification Job Name: Coleman Communities 1" 25.400 100 Job Number: 62065031A 3/4" 19.050 81 Sample Identification: B-3A @ 7.5-9.0' 1/2" 12.700 67 Tested By: JKG 3/8" 9.525 59 Date Received: 12/24/2007 No. 4 4.750 48 Date of Test: 12/29/2007 No. 10 2.000 39 Sample Number: L07-204 No.20 0.850 29 Notes: - No. 40 0.425 21 In -situ moisture 6.8% No. 80 0.180 14 No. 100 0.150 13 No.200 0.075 9.7 Irerracon MA 100 V 3/4" 1/2"3/8" #4 #10 #20 #40 #80100 #200 90 80 i 70 I 60 J c 50 U _ 0) d 40 _ 30 i 20 10 0 a- I � . , 1000.00 100.00 10.00 1.00 0.10 0.01 Particle Diameter (mm) Sieve Opening (mm) % Passing Specification Job Name: Coleman Communities 1" 25.400 100 Job Number: 62065031A 3/4" 19.050 71 Sample Identification: B-4A @ 5.0-6.5' 1/2" 12.700 61 - Tested By: JKG 3/8" 9.525 56 - Date Received: 12/24/2007 No. 4 4.750 42 - Date of Test: 12/29/2007 No. 10 2.000 34 - Sample Number: L07-204 No.20 0.850 28 - Notes: - No. 40 0.425 22 - In -situ moisture 3.3% No.80 0.180 13 - No. 1 00 0.150 11 No.200 0.075 7.9 Irerracon APPENDIX B GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1- 3 /8" I.D., 2'' O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube - 2" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler- 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring - 4", N, B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling N/E: Not Encountered WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS Standard Unconfined Penetration or Compressive N-value (SS) Strength, Qu, psf Blows/Ft. Consistency < 500 <2 Very Soft 500 — 1,000 2-3 Soft 1,001 — 2,000 4-6 Medium Stiff 2,001 — 4,000 7-12 Stiff 4,001 — 8,000 13-26 Very Stiff 8,000+ 26+ Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents Dry Weight RELATIVE DENSITY OF COARSE -GRAINED SOILS Standard Penetration or N-value (SS) Blows/Ft. 0-3 4-9 10-29 30 — 49 50+ Relative Densitv Very Loose Loose Medium Dense Dense Very Dense GRAIN SIZE TERMINOLOGY Maior Component Particle Size of Sample Trace < 15 Boulders Over 12 in. (300mm) With 15 — 29 Cobbles 12 in. to 3 in. (300mm to 75 mm) Modifier > 30 Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) RELATIVE PROPORTIONS OF FINES Silt or Clay Passing #200 Sieve (0.075mm) Descriptive Term(s) of other Percent of PLASTICITY DESCRIPTION constituents Dry Weight Term Plasticity Index Trace < 5 Non -plastic 0 With 5-12 Low 1-10 Modifiers > 12 Medium 11-30 High 30+ Irerracon le�d� II�'VI I I����� I I!„„� ��,,,rU rl�:;ll d���, r�l I I���„ ��r„d' II,,,,, dll'il, �e„IP �m;;ll III IG°� I'���� �n el���ll �II'• I I�e�i�� III�'�d �m:�ll y�ll� rr�,;8 „III. II���„ Ililrllll Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests" Coarse Grained Soils Gravels Clean Gravels More than 50 % retained More than 50% of coarse Less than 5% fines` fraction retained on on No. 200 sieve No. 4 sieve Gravels with Fines More than 12% fines` Sands 50% or more of coarse fraction passes No. 4 sieve Clean Sands Less than 5% fines° Sands with Fines More than 12% fines° Fine -Grained Soils Silts and Clays inorganic 50% or more passes the Liquid limit less than 50 No. 200 sieve organic Cu>_4and 1 5Cc<3' Cu < 4 and/or 1 > Cc > 3E Fines classify as ML or MH Fines classify as CL or CH Cu?6and15Cc53E Cu < 6 and/or 1 > Cc > 3E Fines classify as ML or MH Fines Classify as CL or CH PI > 7 and plots on or above "A" line' PI < 4 or plots below "A" line' Liquid limit - oven dried Liquid limit - not dried Silts and Clays inorganic PI plots on or above "A" line Liquid limit 50 or more PI lots below "A" line organic Liquid limit - oven dried < 0 75 Soil Classification Group Symbol Group Name8 GW Well -graded gravel` GP Poorly graded gravel` GM Silty.gravel`G" GC Clayey gravelly" SW SP Well -graded sand' Poorly graded sand' SM Silty sand"' SC Clayey sands"' CL Lean clay'-'-' ML SIII""" OL Organic clayK`"" Organic siltK•L-"AO CH Fat clayK`1 MH Elastic Silt" •4"' OH Organic clay"`""I Liquid limit - not dried Organic silt" `"A° Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3-in. (75-mm) sieve "If fines are organic, add 'With organic fines" to group name. aIf field sample contained cobbles or boulders, or both, add'Vvith cobbles 1 If soil contains > 15% gravel, add "with gravel" to group name. cor boulders, or both" to group name. J If Atterberg limits plot in shaded area, soil is a CI silty clay. Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded KIf soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly gravel," whichever is predominant. graded gravel with silt, GI poorly graded gravel with clay. °Sands with 5 to 12% fines require dual symbols: SW-SM well -graded If soil contains >_ am plus No. 200 predominantly sand, add n sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded M°sandy" to group name. sand with silt, SP-SC poorly graded sand with clay If soil contains >_ 30% plus No. 200, predominantly gravel, z add "gravelly" to group name. ECU = D6o/Dto Cc = (Doo) "PI >_ 4 and plots on or above "A" line. D,o x Deo 0 PI < 4 or plots below "A" line. F If soil contains >_ 15% sand, add "with sand" to group name. P PI plots on or above "A" line. olf fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. a I plots below "A" line. 6( 5( IL W Z 3C U Q 20 J 1L 10 7 4 0 0 Form 111-6/98 For classification of fine-grained soils and fine-grained fraction of coarse -grained soils Equation of "A" - line Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL-20) SP '� e t` G 0� Equation of "U" - line Vertical at LL=16 to PI=7, then PI=0.9 (LL-8) Goo& MH or OH _ CL - ML ML or OIL 10 16 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (ILL) Irerracon ............... ... .. ... I ................................................................................................................................ .............. - - - - - ----- - ---------- ............. *- ....... ........... .................. ..::: Wll:=, : T .. . ................................................ . . .......................................................................... .......... . ...... ......... ... ...... ....... . ... Namoll I 0 ;.,.11. I...II.......... l i... ••li..li .li When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 330 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 ADA COUNTY RECORDER J. DAVID NAIVARRO AMOUNT 9.00 BOISE IDAHO 01/14105 03:25 PM 3 DEPUTY Bonnie 0berbll0o r RECORDED —REQUEST OF III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IfI Tranenaden TIlle 105003602 SPECIAL WARRANTY DEED Special Warranty Deed made this��day of January, 2005, between Wayne F. Newbill and Jeanne C.K. Newbill, husband and wife ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the SW 1/4 of the NE'/, of Section 28, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof; and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page 1 .............. ...... ....... _._....._...... ..............�, Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: ti Way"n"e F. Newbill Wa CkC- J e C.K.. Newbill STATE OF IDAHO ) ) ss. County of Ada) On this -ftl, day of January, 2005, before me, the undersigned, a Notary Public in and for said state, personally appeared Wayne F. Newbill and Jeanne C.K. Newbill, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. /,-" 6a-Jl �s NOTARY PUBLIC for Idaho Residing at &&i ' 6n,, My commission exp res: /P 169 Oe JLRIS df •��•���,. d' ,'♦ NOT7 u� � 4- ( AG 7� eLIC SPECIAL WARRANTY DEED - Page 2 . ............... . _._...... ................ __._.... ................ ...... ......... ...... ............ a .P, SCHEDULEI (to Special Warranty Deed) A parcel of land being a portion of the Southwest quarter of the Northeast quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 2 inch iron pipe marking the C 1/4 corner of said Section 28; thence along the North -South centerline of said Section 28 North 00043158" East 625.84 feet (formerly described as North 0001415311 East 626.00 feet) to a 5/8 inch iron pin; thence South 7705811411 East 1338.14 feet (formerly described as South 78027'19" East 1338.01 feet) to a 5/8 inch iron pin on the East boundary line of the Southwest quarter of the Northeast quarter of said Section 28; thence along said East boundary line South 00036'34" West 361.82 feet (formerly described as South 00007129" West 362.00 feet) to a 5/8 inch iron pin on East-West centerline of said Section 28; thence along said East-West centerline North 89020,591, West 1312.99 feet (formerly described as North 89050,05" West 1312.87 feet) to the POINT OF BEGINNING G DEPM 401' RECORDED.. 11,;'QUES, Op C-0 K 16 106043736 1 D-L� This sheet has been added to document to accommodate recording information. ct� .. . ... ... . AMOU 1111, 9. IJ11:1 j 801E IDAHO 31P111106 1114:36 I'llill DEPUTY Vicki Allen THIS INSTRUMENT FILED. FOR RECORD BY RECORDED -REQUEST OF TRANSNATION TITLE & ESCROW, INC. AS AN Tom* Tifle 186004775 ACCOMMODATION ONLY, IT HAS NOT BEEN EXAMINED AS TO ITS EXECUTION OR AS To ITS AFFECT UPON THE t!nE. Escrow No. 0500029631 TEIIS QUITCLAIM DEED IS BEING RE —RECORDED To CORRECT TIRE LEGAL DESCRIPTION QUITCLAIM DEED FOR VALUE RECEIVED MAUREEN WOOD, a single person do(es) hereby convey, release and forever quitclaim unto: NORPAC, LLC, an Idaho limited liability company whose current address is: 1206 Coast Village Cir. Ste . Santa Barbara, CA. 93108 the following described premises, to -wit: SEE EXHIBIT "A" ATTACHED (Continued) Date: January 3, 2006 ur en Wood Notary Acknowledgment - see page 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENY State of California 1 County of V T ss. On before me, GQ M,57ytp,Px" owA, Q at Cesar f.a. •Ana Do., Noary 906ic'1 r personally appeared /K i�u�� Wnelsl a s��aa:f ' 0 personally known to me X proved to me on the basis of satisfactory evidence P11WA W SiEWART C wokisdon # 1482662 -i N*W Pi2WC - CdffWft Santo Borbaro County My Comm. EVUeS Apr 12. 2008 to be the person whose name(w) isr'ag subscribed to the within instrument and acknowledged to me that)Vshe/thlsy executed the same in b"er/tlfr authorized capacity()ds), and that by tftftr/tFjZir signature(rs) on the instrument the person, or the entity upon behalf of which the persoftoj. acted, executed the instrument, OPTIONAL hand and official Though the information below is not required by taw, it may prove valuable to persons relying on the document and could prevent fraudulent removat and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual Top of Thumb here ❑ Corporate Officer — Tttle(s): L7 Partner — ❑ Limited C General ❑ Attorney -in -Fact D Trustee D Guardian or Conservator ❑ Other: Signer Is Representing:_ C 1000 N&VOW %IwY AUKWIDn • nio Qe Som AN , P.O. ear 2402 • Chwwanh, CA 01p/3.2402 •—.ru4wmk to y.ery Prod. No. W ._ Reorder. Call Th"ru 1 d004764t27 i AL EXCEPT THEREFROM that portion of said land described as follows: Comm ncing at the Northeast corner of said South half of the Southeast quarter of th Northeast quarter of Section 28, the REA POINT OF BEGINNING; thence along the Easterly line of said Section 28 South 0'02 East 230 feet to a point; thence South 89*58' " West 1136.34 feet to a point; thence North 0*04115" ast 230 feet to a point on the Northerly line of the South half of the Southeast quarter of the Northeast quarter; thence North 89°58130" Eas 1136.34 feet to the REAL POINT OF BEGINNING. 04 i When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 ..'.......'..::;; ADA COUNTY RECORDER J. OAR NAVARRO AMOUNT- 1to0 t ROME IDAHO 01/14/05 IM25 Pli 1 n !In pu t f 'Ell" RECOORDROED-REQUEST Qonnie 0EST OF II 11 11 1 ttlll j� I 1 Transnallon Title t 05083500 6" C d' -7�� � .4jL 61 e so SPECIAL WARRANTY DEED Special Warranty Deed made this 7 day a Be ;_2eezt between Dale E. Bentley P and Terri Lynn Bentley, husband and wife ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the N %: of the SW '/, of Section 28, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof; and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page I Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. STATE OF IDAHO ) ) ss. County of Ada) � (/ J4. 'ems✓+ r V GRANT ' :]� Dale E. Bentley e., S erri Lynn Bentley On this:— day of-Dwember, 204, before me, the undersigned, a Notary Public in and for said state, personally appeared Dale E. Bentley and Terri Lynn Bentley, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. I � I-!2� C 6/74 � � /4-M'CC NOTAR PUBLIC for Idaho Residing at A.5C- My commission expD G �01��' ° _ Puis O. "'•"tT� of �V..••' SPECIAL WARRANTY DEED - Page 2 SCHEDULEI (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion c• L-ilu North half of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at an aluminum cap monument marking the W 1/4 corner of said Section 28; thence along the North boundary line of•the Southwest quarter of said Section 28 South 89021117" East, 1311.11 feet to a 5/8 inch iron pin marking the CW 1/16 corner of said Section 28; thence leaving said North boundary line South 00052112" West, 16.99 feet (formerly described as South 00020103" West) to a 5/8 inch iron pin; thence South 89014'3411 East, 789.50 feet (formerly described as South 89046'37" East, 789.39 feet) to a 5/8 inch iron pin; thence North 64003154" East, 27.64 feet (formerly described as North 63031'51" East) to a 5/8 inch iron pin; thence South 86053148" East, 189.53 feet (formerly described as South 87025,51" East) to a 5/8 inch iron pin; thence North 89014'51" East, 20.04 feet (formerly described as North 88042148" East) to a 5/8 inch iron pin; thence South 70027'50" East, 25.64 feet (formerly described as South 70059,53" East) to a 5/8 inch iron pin; thence South 81000'03" East, 36.69 feet (formerly described as South 810321061, East) to a 5/8 inch iron pin; thence South 88050113" East, 85.57 feet (formerly described as South 89022'16" East) to a 5/8 inch iron pin; thence South 86014158" East, 63.62 feet (formerly described as South 86047'01" East) to a 5/8 inch iron pin; thence North 89018137" East, 45.49 feet (formerly described as North 880461341, East) to a 5/8 inch iron pin; thence South 7800714711 East, 19.68 feet (formerly described as South 78039'50" East) i to a 5/8 inch iron pin; thence North 53005,441, East, 16.53 feet (formerly described as North 52033'41" East) to 5/8 inch iron pin on the North -South centerline of said Section 28; thence along said North -South centerline South 00043142" West, 1292.76 feet to a 5/8 inch iron pin marking the CS 1/16 corner of said Section 28; thence along the South boundary line of the North half of the Southwest quarter of said Section 28 North 89018,591, West, 2178.73 feet to a 5/8 inch iron pin; thence leaving said South boundary line North 010001420 East, 774.71 feet (formerly described as North, 774.4 feet) to a 5/8 inch iron pin; thence North 89021'17" West, 450.00 feet to a 5/8 inch iron pin on the West boundary line of said Section 28; thence along said West boundary line North 01000'42" East, 540.97 feet to the POINT OF BEGINNING. �J When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 ADA COUNTY RECORDER J. DAVID NAVARRO ANWIT 200 b BSE IDAHO 01/14105 03:3 PM DEPUTY BonnieOberbilliq fII I"I'�I'�II �N"IIf'tlll�l��I'I) RECORDED -REQUEST OF 1g00S590 Trantnadon Title z�? Go- t2c j SPECIAL WARRANTY DEED Special Warranty Deed made this may of December, 2004, between Timothy R. Allen and Eileen R. Allen, husband and wife ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the S %: of the SW '/, of Section 28, T4N, Rl W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page 1 Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: eak, Timothy . Allen Eileen K. Allen STATE OF IDAHO ) ) ss. County of Ada) On this 41) day of December, 2004, before me, the undersigned, a Notary Public in and for said state, personally appeared Timothy R. Allen and Eileen K. Allen, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have h t6 set my h and ixeCy�official seal the day and year in this certificate first above writt n. O:• d a� 6 •z: Y Z' SPECIAL WARRANTY DEED - Page 2 NOTARY PUBLIC for Idaho Residing at My commission expires: _ Reo ft n MKd1A eta ly CWffM a e*er 11.12,2010 SCHEDULEI (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 6�1 A parcel of land being a portion of the South half of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 5/8 inch iron pin marking the Southwest corner of said Section 28; thence along the West boundary line of said Section 28 North 01000'42" East 323.00 feet (formerly described as North 01001,011, East) to a 5/8 inch iron pin; thence leaving said west boundary line South 89016149" East 812.00 feet (formerly described as South 89016,341, East) to a 5/8 inch iron pin; thence South 01000'4211 West 323.00 feet (formerly described as South 01001101" West) to a 5/8 inch iron pin on the South boundary line of said Section 28; thence along said South boundary line North 8901614911 West 812.00�feet �(formerly described as North 89016,34" West) to the POINT OF BEGINNING. (-J When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 12.00 i JOISE IDAHO 01114/05 03:25 PM DEPUTY Ronnie Obabllflp RECORDED -REQUEST OF III fIIIiIIIIIII[IIIIIIIIIIIIIIIII I11I Trahmagon T{1k 103805395 SPECIAL WARRANTY DEED Special Warranty Deed made this s,o day of December, 2004, between Richard E. Allen, an unmarried man ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the SW '/, of the SW '/< of Section 28, T4N, Rl W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof; and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. SPECIAL WARRANTY DEED - Page 1 Grantor warrants that Grantor has not conveyed the same estate to any person other than Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: , l Richard E. Allen STATE OF IDAHO ) ) ss. County of Ada) On this ?'0 day of December, 2004, before me, the undersigned, a Notary Public in and for said state, personally appeared Richard E. Allen, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they ex feaed the same. IN WITNESS WHEREOF, I have hereunto s t my hand of ed my official seal the day and year in this certificate first above written. sivls per;' �d •••' a > = T Y PUBLIC for Idaho o n OF�yo Residing at ka ; ,� ;' My commission expires: Rog kk Mn+dn wa My Cae "M epft 11•IZ, s SPECIAL WARRANTY DEED - Page 2 .......................................... 1%w SCHEDULE (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 ep)A parcel of land being a portion of the Southwest quarter of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a 5/8 inch iron pin marking the Southwest corner of said Section 28; thence along the South boundary line of said -Section 28 South 89016'49" East, 812.00 feet to a 5/8 inch iron pin marking the REAL POINT OF BEGINNING; thence leaving said South boundary line North 01000'4211 East, 658.00 feet; thence South 89016,4911 East, 429.65 feet; thence South 01000'42" West, 658.00 feet to a point on the South boundary line of said Section 28; thence along said South boundary line North 89016149" West, 429.65 feet to the REAL POINT OF B ..... ....._............................._................................ When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 ADA COUNTY RECORDER J. DAVID NAVARRO MOUNT 1LB0 1 BOISE IDAHO 01114M 03:25 pit DEPUTY Lonnie Oberbilip RECORDED -REOUEST OF Trannaffm Tiffs 105005596 ��-,U;WT- SPECIAL WARRANTY DEED Special Warranty Deed made this 3Z-9 day of December, 2004, between Allen Family Properties, L.P., an Idaho limited partnership ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents (S 10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the S '/2 of the SW '/. of Section 28, T4N, R1W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof; and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page i Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Allen Family Properties, L.P. �' , � By Richard E. Allen, General Partner STATE OF IDAHO ) ) ss. County of Ada) On this �v day of December in the year of 2004, before me, the undersigned, a Notary Public in and for said State, personally appeared Riicha E. Allen known or identified to me to be the General Partner of the partners in ;F/^partnershipof All Family Properties, L.P. and the partner(s) who subscribed said partnership'snamto the for *ing i trument, and acknowledged tome that he executed the same in said Residing at: My Commission Expires: SPECIAL. WARRANTY DEED - Page 2 WI Cwajs�gw games;11-12.2010 ��,••'�0 31 V,Js, aO' d • lo * •s Cady : o�'; SCHEDULEI (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion of the South half of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a 5/8 inch iron pin marking the Southwest corner of said Section 28; thence along the West boundary line of said Section 28 North 01000'42° East, 323.00 feet to -a 5/8 inch iron pin marking the REAL POINT OF BEGINNING; thence continuing along said West boundary line North 01000'42" East, 992.38 feet to a PK nail marking the S 1/16 corner of said Section 28; thence along the North boundary line of the South half of the Southwest quarter of said Section 28 South 89018'59" East, 2367.43 feet; thence leaving said North boundary line South 00043'42" West, 1316.85 feet to a point on the South boundary line of said Section 28; thence along said South boundary line North 89016'491' West, 1132.29 feet; thence leaving said South boundary line North 01000'42" East, 658.00 feet; thence North 89016'49" West, 429.65 feet; thence South 0100014211 West 335.00 feet; thence North 89016'49" West, 812.00 feet to the REAL, POINT OF BEGINNING.. V When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr.,, Suite 350 Bakersfield, CA 93309 II1 ,Il:;ai,-..III„ ADA COUNTY RECORDER L DAVID NAVARRO AMOUNT lice A ROISE IDAHO O11141116 03:3 PM, ECUY RUbnbiliip RIII I�IINII{IIIIBNIRIInII��lll�ll RECORRDEDD-REQUEST QUEST OF 11 f151�141' I II Traninat♦on Title ItA,1�uglf5 SPECIAL WARRANTY DEED Special Warranty Deed made this day of December, 2004, between REALLEN, LLC, an Idaho Wmited Lability company ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park 'Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the SE '/, of the SW '/. of Section 28, T4N, Rl W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. SPECIAL WARRANTY DEED - Page 1 Grantor warrants that Grantor has not conveyed the same estate to any person other than Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. STATE OF IDAHO ) ) ss. County of Ada) On this �J day of December in the year for said State, personal] appeared Richard name i ,,subscribed t the within instrume t as ackno lodged to m that be exec ted th s e GRANTOR: REALLEN, LLC By Richard E. Allen, Managing Member f :�004, before me, the undersigned, a Notary Public in and /lien known or identified to me to be the person whose e Managing Member of REALLEN, LLC and as such Notary Public Residing at: ROO*to medit We My Commission Expires: kq OWMMW apft 1142.00 SPECIAL WARRANTY DEED - Page 2 SCHEDULE (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion of the Southeast quarter of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 5/8 inch iron pin marking the South quarter corner of said Section 28; thence along the South boundary line of said Section 28 North 89016'49" West, 261.30 feet; thence leaving said South boundary line North 0004314211 East, 1316.85 feet to a point on the North boundary line of the Southeast quarter of the Southwest quarter of said Section 28; thence along said North boundary line South 89018'59" East, 261.30 feet to a 5/8 inch iron pin marking the CS 1/16 corner of said Section 28; thence along the North -South centerline of said Section 28 South 00043142" West, 1317.02 feet to the POINT OF BEGINNING. When recorded, return to: Nc;rpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 0_� ADA COUNTY RECORDER J. DAVID NAVARRO IIOISE IDAHO 01/105 03:25 PM ;�i'j1'.y _. ............... . . AMOUNT 9.80 3 DEOUfY BonnieOberbillip III I,1111I'llul��"�'�II'I��I!!IH RECORDED -REQUEST OF Tranonalioo Title 105005599 C" C 50 V�:� 2. i�` _ e� Q ® W 5 G- SPECIAL WARRANTY DEED Special Warranty Deed made this s-l-day of-D s ir, 2004, between Wayne F. Newbill and Jeanne C.K. Newbill, husband and wife ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A parcel of land being the W '/2 of the SE '/4 of Section 28, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page i Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Wayne N wbill Jane C.K.. Newbill STATE OF IDAHO ) ss. County of Ada) Kam+ On this day of Beesmhe ,-2994 before me, the undersigned, a Notary Public in and for said state, personally appeared Wayne F. Newbill and Jeanne C.K. Newbill, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. NOTARY PUBLIC for Idaho Residing at,��� My commission expires: SPECIAL WARRANTY DEED - Page 2 15 SCHEDULE I (to Special Warranty Deed) A parcel of land being the West half of the Southeast quarter of Section 28, Township 4 North, Range 1 West of the Boise Meridian, Ada County, Idaho more particularly described as follows: Beginning at a 5/8 inch iron pin marking the S 1/4 corner of said Section 28; thence along the North -South centerline of said Section 28 North 0004314211 East, 2634.13 feet to a 2 inch iron pipe marking the C 1/4 corner of said Section 28; thence along the East-West centerline of said Section 28 South 89020,591, East, 1312.99 feet to a 5/8 inch iron pin marking the CE 1/16 corner of said Section 28; thence along the East boundary line of the West half of the Southeast quarter of said Section 28 South 0003713511 West, 2635.75 feet to a 5/8 inch iron pin on the South boundary line of said Section 28; thence along said South boundary line North 89016'45" West, 1317.68 feet to the POINT OF BEGINNING. JJ� When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 OBice Park Dr., Suite 350 Bakersfield, CA 93309 ........... Iflf'' lf. ......I.., { ° ....... .. . _..... ...._........_._.... AIM COUNTY RECORDER J. DAVID NAVARRO AMOUNT 12.00 6 1 8011E IDANO 11/146 03:25 PM DEPUTY 8—RE berbONII1��p1'�IIfIII11IIfI'III!'I�I(�II RECORDED—AEOUOF Of fl 11 u1 1 11 I 111 I Traoeaatioo Title 105005597 e�o C.'d TE: SPECIAL WARRANTY DEED Special Warranty Deed made this day of December, 2004, between REALLEN, LLC, an Idaho limited liability company ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309, ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the NE %. of the NE '/< of Section 33, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. SPECIAL WARRANTY DEED - Page I Grantor warrants that Grantor has not conveyed the same estate to any person other than Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: REALLEN,LLC By Richard E. Allen, Managing Member STATE OF IDAHO ) ss. County of Ada) On this - 6 day of December in the of 2004, before me, the undersigned, a Notary Public in and Jaowledged State, personally appeared Ric rd E. Allen known or identified to me to be the person whose subscri the within m ment as the Managing Member of REALLEN, LLC and to a that he ex uted the same as such NoW 'Public Residing at: My Commission Expires: loom 11�12�2010 7o 9 3 SPECIAL WARRANTY DEED - Page 2 SCHEDULEI (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion of the Northeast quarter of the Northeast quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 5/8 inch iron pin marking the E 1/16 corner of said Section 33; thence along the North boundary line of said Section 33 South 89016'45" East 1059.08 feet to a 5/8 inch iron pin; thence leaving said North boundary line South 00027,22" West 169.00 feet to a 5/8 inch iron pin; thence South 89016145" East 258.60 feet to a 5/8 inch iron pin on the East boundary line of said Section 33; thence along said East boundary line South 00027'22" West 626.39 feet to a 5/8 inch iron pin; thence leaving said East boundary line South 89008123" West 246.54 feet (formerly described as South 88038' West 246.6 feet) to a 5/8 inch iron pin; thence South 06037122" West 308.30 feet (formerly described as South 06010` West) to a 5/8 inch iron pin; thence North 890301261, West 1038.40 feet to a /58 inch iron pin on the West boundary line of the Northeast quarter of the Northeast quarter of said Section 33; thence along said West boundary line North 00028'25" East 1113.00 feet to the POINT OF BEGINNING. When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 ADA COUNTY RECORDER J. DAVID NAVARRO enter IDAHO 01/11/Ofi 03.25 PM rt �I III It V II AMOUNT 12,1II0 11-___........ DEPUTY Bonnie Obelbiiep 11 �'���"I��I�"!"IiII�I tll RECORDED- REQUEST OF 1050055913 Traatnalim rifle SPECIAL WARRANTY DEED Special Warranty Deed made this o� i day of December, 2004, between Ione Adkins, a married woman as to her sole and separate property ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the stun of Ten Dollars and No Cents (S 10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the NW 1/4 of the NW Y4 of Section 33, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page 1 Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and al easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Ione Adkins STATE OF IDAHO ) ) ss. County of Ada) On this l day of December, 2004, before me, the undersigned, a Notary Public in and for said state, personally appeared Ione Adkins, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto my hand and affixed my cial seal the day and year in this certificate first above writte / N T Y PUBLIC for Idaho Residing at My commission expires: v : J', •• O -P F �'• 04, .• 5 SPECIAL WARRANTY DEED - Page 2 A►gfn WAden.&mho olon met 11-12ao ...- I ..... .............. . . ...... ............... ............. ... I ....................... ................ . . .. ............ k�� .. ....................... . ..... ........... SCHEDULE I (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion of the Northwest quarter of the Northwest quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 5/8 inch iron pin marking the Northwest corner of said Section 33; thence along the North boundary line of said Section 33 South 89016'4911 East, 1317.62 feet to a 5/8 inch iron pin marking the W 1/16 corner of said Section 33; thence along the East boundary line of the Northwest quarter of the Northwest quarter of said Section 33 South 000311021, West, 1316.64 feet to a 5/8 inch iron pin marking the NW 1/16 corner of said Section 33; thence along the South boundary line of the Northwest quarter of the Northwest quarter of said Section 33 North 890171191, West, 89.91 feet to a 5/8 inch iron pin on the North right-of-way line of Five Mile Creek per that deed recorded in Book 126 at Page 66, records of Ada County, Idaho; thence along said North right-of-way line North 76042,2111 West, 1259.37 feet to a 5/8 inch iron pin on the West boundary line of said Section 33; thence along said West boundary line North 00032'39" East, 1042.47 feet to the POINT OF BEGINNING. 0 L. mi m w�wwwnwnwn r I mm�nmsawnrwnnswwww�wwumrmnnnnnmwwwwwe�emnnnwwwwwwwwumnnnnnnmm�nnnnnunn M n r a z a v PJ t - � RI A T v x z f v 0 r Z �J )IUS NOTICE REI'lil::D111.11;'lll 08-r'1pr-2008 Owners BEWS FAMILY LIMITED PARTNERSHIP Property Address: BEWS FAMILY LIMITED PARTNERSHIP Property Address: HARGER LINDA P Property Address: HARRISON BLAINE C Property Address: HOWELL KEVIN A Property Address: JAMES JIMMIE N JAMES LAVERNE Property Address: MOORE TERRY Property Address: NORPAC LLC Property Address: NORPAC LLC Property Address: II" pal kc A'ec. k Owner Address 1140 S ALLANTE AVE BOISE, ID 83709-0000 1140 S ALLANTE AVE BOISE, ID 83709-0000 oakcreek oakcreek 4435 N BLACK CAT RD MERIDIAN, ID 83646-5331 oakcreek 4950 N MITCHELL ST BOISE, ID 83704-0000 oakcreek 4822 N ROSEPOINT WAY STE C BOISE, ID 83713-0000 oakcreek 4023 W MCMILLAN RD MERIDIAN, ID 83646-5151 oakcreek 4535 N BLACK CAT RD MERIDIAN, ID 83646-5356 oakcreek 1026 COAST VILLAGE CIR STE G SANTA BARBARA, CA 93108-0000 oakcreek 1026 COAST VILLAGE CIR STE G SANTA BARBARA, CA 93108-0000 oakcreek 1 --- ........... _.....— - ---......_...__................................. _.._..._.. — - - --..... — — - ----—........................_.........................._ Owners Owner Address QUENZER FARMS LP Property Address: SKINNER FRANK SKINNER MARGARET Property Address: ZUMWALT THOMAS H 4020 N BLACK CAT RD MERIDIAN, ID 83646-0000 oakcreek 4145 N BLACK CAT RD MERIDIAN, ID 83646-5331 oakcreek 4850 N BLACK CAT RD MERIDIAN, ID 83646-5010 Property Address: oakereek