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HomeMy WebLinkAboutSettlement Bridge No 5 FPCITY OF Ai 1nAi-1p �% �c 'cM r MAYOR Tammy de Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree Shaun Wardle Ciay DEPARTMENTS City Attorney/HR 703 Main Street 898-5506 (City .Attorney) 898-5503 (HR) Fax 884-8723 Fire 540 E. Franklin Road 888-1234/fax 895-0390 Parks & Recreation 17. W. Bower Street 888-3579/fax 898-5501 Planning 660 E. Watertower Lane Suite 202 884-5533 / fax 888-6844 Police 1401 E- Watertower Lane 888-6678/fax 846-7366 Public Works 660 E. Watertower Lane Suite 200 898-5500/fax 895-9551 - Building 660 E. Watertower Lane Suite 150 887-2211 /fax 887-1297 - Wastewater 3401 N. Ten Mile Road 888-2191 / fax 884-0744 - Water 2235 N -W_ 8th Street 888-5242 / fax 884-1159 11 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To insure that your comments and recommendations will be considered by 1903 the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: WIII Berg, City Clerk, by: May 16, 2006 Transmittal Date: May 8, 2006 File No.: FP 06-023 Hearing Date: May 23, 2006 �^ Request: Final Plat approval of 31 single-family residential building lots and 6 common lots on 9.02 acres in an R-8 zone for Settlement Bridge Sub. No. 5 By: Capital Development, Inc. Location of Property or Project: SEC of N. Locust Grove Road and E. McMillan Road David Zaremba (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Keith Borup (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C Shaun Wardle, 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 Your Concise Remarks: Meridian School District (No FP) Meridian Post Office(FP/PP 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) Qwest (FP/PP only) Intermountain Gas (FP/PPonty) Bureau of Reclamation (FP/PPonly) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Meridian Development Corp. Historical Preservation Comm. CITY HALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433 CITY CLERK —FAX 888-4218 FINANCE & UTILITY BILLING —FAX 887-4813 MAYOR'S OFFICE— FAX 884-8119 Printed on recycled paper urr OF.. S Ityv+n r 1 , alts L.J Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Annexation and Zoning ❑ Comprehensive Plan Map Ami ❑ Comprehensive Plan T Ae �mJ�;l T ❑ Conditional Use Perm ` 1 Wr Final Plat ❑ Final Plat Modification �IAY V 4 ❑ Planned Unit Develop 1:1? Y OF ME Preliminary Plat ❑ Rezone".9URKTime Extension (Commission or 11ci ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information Applicant name: Capital Development, Inc. Applicant address: 6200 N. Meeker Place Boise, Idaho - Zip: 83713 Contact name:_David YorQasen - Phone. 376-5000 Applicant's interest in property: VrOwn ❑ Rent ❑ Optioned ❑ Other Owner name: Capital Development, Inc. Owner address: 6200 N. Meeker Place Boise, Idaho Zip: 83713 Agent name (e.g., architect, engineer, developer, representative): Engineer Firm name: Engineering NorthWest, LLC _ Address: 423 N. Ancestor Place, Suite 180, Boise, ID Zip: 83704 Contact name: Gene P. Smith P.E. Phone: 376-5000 Primary contact is: ❑ Applicant ❑ Owner 10 Agent ❑ Other E-mail: gsmith@engnw,com Fax: 376-5556 Subject Property Information Location/street address: 2205 E. McMillan Rd-- 2251 F_ McMillan Rd_ E_ Sidewinder Dr. Mer'd'an, Id Assessor's parcel number(s): 50532212535 80532212411, S0532212545 Township, range, section: _T_ 4N ,_R1E,, 32 Total acreage: 9.02 Current land use: Residential I Bare Land Current zoning district: R-8 (Meridian) 660 E. Watertower Lane, Suite 202 a Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: vDM.meridiancity= 1 0 • Project Description Project/subdivision name: Settlement Bridge Subdivision No; 5 General description of proposed project/request: Located east side of Locust Grove Rd. and on the south side of McMillan Rd. Proposed zoning district(s): Meridian existing R-8 Acres of each zone proposed: 9.02 Type of use proposed (check all that apply): El Residential ❑ Commercial ❑ Office lfl Industrial ❑ Other Amenities provided with this development (if applicable): 3.04 acres of common area Who will own & maintain the pressurized irrigation system in this development? Owner's Association Which irrigation district does this property lie within? Settlers Irrigation District Primary irrigation source: North Slough Secondary: Onsite private well Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is city water): Residential Project Summary (if applicable) Number of residential units: 0 Number of building lots: 31 Number of common and/or other lots: 5 Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: N/a 2 or more Bedrooms: NIA Minimum square footage of structure(s) (excl. garage): 1200 attached Proposed building height: NIA Minimum property size (s:f): 41030 attach edl a ac a Average property size (s.f.) 6,102 Gross density (Macre-total land): 3.44 5,250 detached Net density (Macre-excluding roads & alleys), 4.01 Percentage of open space provided: 38% Percentage of useable open space: 100% Acreage of open space: 3.4 (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Landscaping Type of dwelling(s) proposed: J6 Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: NIA Other lots: NIA Gross floor area proposed: NIA Existing (if applicable): NIA Hours of operation (days and hours): NIA Building height: NIA Percentage of sitelproject devoted to the following: Landscaping: NIA Building: NIA Paving: NIA Total number of employees: NIA Maximum number of employees at any one time: NIA Number and ages of students/children (if applicable): NIA Seating capacity: NIA Total number of parking spaces provided: NIA Number of compact spaces provided: NIA Authorization Print applicant name: David R. Yor aeon Applicant signature: L Date: 660E. Wate e, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 v Vacsimile. (208) 888-6854 • Website: www,meridiancity.org 2 L' April 10, 2006 City of Meridian 660 E. Watertower, Ste. 202 Meridian, Idaho 83642 Re: Settlement Bridge Subdivision No. 5 — Final Plat Application Narrative To Whom It May Concern, We are submitting herewith for approval the fifth phase of the Settlement Bridge Development. This new phase will consist of a 36 lot development, 31 lots which will be single-family residential and 5 lots that are common/open space. These lots are in substantial compliance and conformance with the approved preliminary plat for Settlement Bridge. To the best of my knowledge, the plat is in conformance with all requirements and provisions of the UDC and acceptable engineering, architectural and surveying practices and local standards. The reference number for Settlement Bridge: AZ -03-035, and according to our files the annexation/rezone ordinance number is: 04-1079. Included in this plat is a large common area where the old original home was. As was discussed and approved for the preliminary plat, this common area will be left open with no tot lots or play area. We are installing new sod and a sprinkler system and leaving as many healthy existing trees as possible to enhance the area. The only old trees that were removed were located next to the old house and were in the way when the house was removed. Lastly, in this plat is the Settler's Canal, which has already been relocated to Settler's Irrigation District's satisfaction. If you have any questions, please contact me at (208) 377-3939. Sincerely, Dave Yorgason Vice President N. LOCUST GROVE ROAD . . . . . . ................... ---- . .. ...... .......... ......... . . ......... ........... ......... ......... I . ..................... 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Meridian, ID i o III 11 • H = ¢ �= �� ` ' Q f R is Et ��t WSW NE Settler's Bridge #5 $ will F. Meridian, ID 1' O�r+� 5EEQpP gg�//�!rrs Settler's Bridge #5 \'Mr Meridian, ID�� :. C 0 0 En i Lneeriog North West, LLC 423 N. Ancestor Place, Suite 180 Boise, Idaho 83704 (208) 376-5000 • Fax (208) 376-5556 Project No. 06-005-00 Date: April 07, 2006 SETTLEMENT BRIDGE SUBDIVISION NO. S FINAL PLAT DESCRIPTION A parcel of land located in the NE 1/4 of the NW 1/4 of Section 32, T. 4 N., R. 1 E., B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 29, 30, 31 and 32 of said T. 4 N., R. 1 E.; Thence South 89°12'09" East, 2653.10 feet on the section line common to said Sections 29 and 32 to the North 1/4 Section Corner common to said Sections 29 and 32; Thence leaving said section line, South 00°33'24" West, 38.00 feet on the north -south mid-section line of said Section 32, to a point on the southerly right-of-way line of East McMillan Road, said point also being the REAL POINT OF BEGINNING; Thence South 00°3324" West, 310.82 feet on the north -south mid-section line of said Section 32; Thence leaving said mid-section line, North 89°26'36" West, 34.84 feet to a point of curve; Thence 104.77 feet on the arc of a curve to the left, said curve having a radius of 134.03 feet, a central angle of 44°4714" and a chord distance of 102.12 feet which. bears South 37°3246" West to a point of reverse curve; Thence 458.77 feet on the arc of a curve to the right, said curve having a radius of 228.00 feet, a central angle of 115°17'13" and a chord distance of 385.20 feet which bears South 74°21'45" West, a portion of said curve being on the northerly boundary line of Settlement Bridge Subdivision No. 4, as same is shown on the plat thereof recorded in Book of Plats at Page of Ada County Records; Thence on the northerly boundary line of said Settlement Bridge Subdivision No. 4 for the following courses and distances: Thence North 47°59'38" West, 265.88 feet to a point of curve; Thence 217.66 feet on the are of a curve to the left, said curve having a radius of 300.00 feet, a central angle of 41 °34'11 "and a chord distance of 212.92 feet which bears North 68°46'44" West; Settlement Bridge No. 5 Final Plat Desc.doc Page I of 2 Thence North 89°33'49" West, 118.61 feet to a point on the easterly boundary line of Settlement Bridge Subdivision No. 1, as same is shown on the plat thereof recorded in Book 90 of Plats at Page 10510 of Ada County Records; Thence leaving said northerly boundary line, and on the easterly boundary line of said Settlement Bridge Subdivision No. 1 for the following courses and distances: Thence North 00°47'51" East, 50.00 feet; Thence North 89°33'49" West,18.62 feet to a point of curve, Thence 23.86 feet on the are of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 68120'58"and a chord distance of 22.47 feet which bears North 56°24'35" East; Thence South 89°24'56" East, 15.40 feet; Thence North 00°35'04" East, 50.00 feet to a point of curve; Thence 33.99 feet on the are of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 97023'05"and a chord distance of 30.05 feet which bears North 40°43'24"West to a point of reverse curve; Thence 12.52 feet on the arc of a curve to the left, said curve having a radius of 100.01 feet, a central angle of 07010'17"and a chord distance of 12.51 feet which bears North 04°23'00" East; Thence North 00°47'51" East, 85.45 feet to a point of curve; Thence 31.42 feet on the arc of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90°00'00"and a chord distance of 28.28 feet which bears North 45°47'51" East to a point on the southerly right-of-way line of East McMillan Road; Thence leaving the easterly boundary line of said Settlement Bridge Subdivision No. 1, South 89°12'09" East, 966.26 feet on said southerly right-of-way line, said line being 38.00 feet southerly of and parallel, with the section line common to said Sections 29 and 32 to the real point of beginning. Said parcel contains 9.02 acres more or less. PREPARED est, ceq)g D� wp S R. W James R as urn. PLS Settlement Bridge No. 5 Final Plat Desc.doc Page 2 of 2 MAY. 18, 2004 6:12PM ST RT TITLE N0. 7630 P. 23 ADA COUNTY RECORDER J. DATI&ARHO BOISE IDAHO 12003 0414 PiV,,:.: ` pEPUTY Bonnie Oberblllig RECORDED -REQUEST OF III II111111tItilMllllll11111{I Slewart Title Company 103209403 AMOUNT 9.00 SPECIAL WARRANTY DEED 36a75�2 7 w4,/T-,v FOR VALUE RECEIVED, L'VNNE SASSO TOLK, an unmarried woman ("Grantor"), does hereby sell, transfer and convey unto CAPITAL DEVELOPMENT, INC., an Idaho corporation ("Grantee"), having a current address of 6200 North Meeker Place, Boise, Idaho 83713, the following described premises: See Exhibit A attached hereto and incorporated herein by reference; together with all rents, remainders and reversions, and all appurtenances and hereditaments, issues and profits, improvements and fixtures, easements, mineral rights, water rights, and all other permits, licenses and rights thereunto appertaining; RESERVING, however, for the benefit of Grantor and The John & Jeanne Tolk Trust, V/T/A dated January 7, 1993, amended and restated effective November 15, 2002 (the "Trust"), together with the tenant farmers of Grantor and the Frust, a nonexclusive easement in gross with respect to said premises, allowing access to the canal, all headgates, and all wells located thereon for the purpose of maintaining the irrigation system serving said premises and the adjoining property owned by the Trust for so long as any such property remains in agricultural use; TO HAVE AND TO HOLD said premises with their appurtenances unto said Grantee, its successors and assigns forever. Grantor hereby covenants with the Grantee that the premises are free Groan all encumbrances made by her and that she will warrant and defend the premises against the lawful claims of all persons claiming by, through or under her; subject, however, to all easements or other matters of -record not granted or otherwise created by the Grantor, or that would appear from a survey or careful examination of the premises, including the rights of all persons in possession, if any, and furthermore subject to any lien, easement or other mater of record granted or created by Grantee. IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed, delivered, and made effective as of June 20, 2003. DATE: June 20, 2003 ?L4 BASSO JOCK SPECIAL WARRANTY DEED -1 0619011 ::ODMAXGRPWTSOeoi ooM.mrcacs_BaIJ�fr::Bva7aa.1 Received Time May.18. 6:07PM K J1 MAY. 18. K04 6:12PM ST RT TITLE N0. 7630 P. 3 STATE OF IDAHO ) 5S. County of Ada ) On this 20th day of June, 2003, before me Trina Ni shitani , personally appeared LYNN SASSO TOLK, an unmarried woman, known or identified to me (or proved to me on the oath of _ _ ), to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same as such. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. T TRIIdA [��^�E'p�Tf�-n � 1/ NOTARY PUBt_ID'? STATE 0)F IDAHO y comnozslon Eglrn3 6-2E-03 SPECIAL WARRANTY DEED - Z 061903 Received Time May.18. 6:07PM NOTARY PUBLIC FOR IDAHO Residing at Caldwell, Idaho My Commission Expires 6Z28/2003 ;; QDMA%GRPW I5 E%60!-DQM.MTDOCS.B01_MT2514733.1 e c r Apr 11 2008 10:39RMCITRL DEVELOPMENT 2083753271 p.8 ADA COUNTY RECORDER J. A NAVARRO AMOUNT 12.00 4 BOISE IDAHO 01111MB 0427 PM DEPUTY Sterrerl TO CorMay �n 106005312 #tk4 �.�.1.[.��L Get 74 Arl ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 12,00 4 BOISE IDAHO 1211SMS 04:43 PM ti�tqNy�wpDEPUTY loenle OberbIlig RECORDED—REQUEST OF y.. �y ry C Sbwart Title Company 105189063 WARRANTY DEED For Value Received John Tolk and Jeanne D. Tolk as co -trustees of the John and Jeanne Tolk Trust, U/T/A dated January 7, 1993 and John Tolk and Jeanne D. Tolk, husband and wire the Grantor, hereby grants, bargains, sells, conveys and warrants unto Capital Development, Inc., an Idaho Corporation the grantee, whose current address is 6200 Meeker Place, Boise, ID 83713 the following described premises, to wit: See "Exhibit A" attached hereto Parcel Number: SUBJECT TO: Current General Taxes, a lien in the process of assessments, not yet due or payable. Easements, restrictions, reservations, provisions of record, and assessments, if any. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, their heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that it is the owner in fee simple of said premises, that said premises are free from all encumbrances and that he will warrant and defend the same from all lawful claims whatsoever. Dated this 13th day of June, 2005.' John and Jeanne Tolk Trust, Tolk, Co -Trustee STATE OF Idaho ) ss. COUNTY OF Ada ) On this 15th day of June, 2005, before me, the undersigned, a Notary Public, in and for said State, personally appeared John Tolk and Jeanne D. Tolk known to me, and/or identified to me .`1'.�i`i'i�:; Ali i •.¢.I�.<<�i.; - '+': � - 'v''70 ii ;rrhi.. '�li�•14, 'ir':i' 1:11,x,' :I..' '�I _ `1111 :t':rii': 14 ;�,i, •� 1:�: .:,i �: ren •.1-�' , N•`a.c ',iii;+i?`'L:r ;I;,.,.,,,? _ tI' .r`ri :fit •• - i i��'ryt.: •;:f r•�;•F �ry,': tom',,, rt, �. !�Ik FT'J t'+�1 .. .. ' A1. •� te. i' Ih F ',• ti y �� �,I.is �. Yi;=''? •.,ifs % :I': r.,, . l. 1 I I'P i 5r"' 'f!W' .: eC!`�;' r. ; •.x• rb�- +.�, +..ti..,,,!!,. i,,�'j?.' 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F?',,'G::�t^'I la!'` •riiii{' .{r.,. •`i L- .•!i ,'r,;_.;.!' ��.;�; '•��rt�4>iar p...*r.,.>:�-�:,tr:Irt;Ej![-n�F....;!�- ,2rr i�:!i�.•,I�$!`G: ,.I ,l l�, �,li'Ir - Rpr 11 2P06 10:43AM CTAL nEVELOPMEMT 23753271 p.10 SCHEDULE A Order Number: 5042073 LEGAL DESCRIPTION A parcel of land located in the North Half of the Northwest Quarter of Section 32, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 29, 30, 31 and 32 of said Township 4 North, Range 1 East; thence South 89°12'09" East, 1447.17 feet on the section line common to said Sections 29 and 32; thence continuing South 89012'09" East, 239.83 feet on the section line common to said Sections 29 and 32; thence leaving said. section line South 00°47'51" West, 38.00 feet to the northeast most comer of Settlement Bridge Subdivision No. 1, as same is shown on the Plat thereof recorded in Book 90 of Plats at Page 10510 of Ada County Records, said point also being the Real Point of Beginning; thence South 89°12'09" East, 426.84 feet on the southerly right-of-way line of East McMillan Road, said line being 3 8.00 feet southerly of and parallel with the section line common to said Sections 29 and 32, to a point on the westerly boundary line of that parcel of land as shown on Record of Survey Number 2567 of Ada County Records; thence leaving said right-of-way line South 00°33'24" West; 794.53 feet (formerly described as South 00°00'02" West, 794.53 feet) to the southwest corner of said Record -of -Survey Parcel; thence South 89012'09" East, 539.42 feet (formerly described as South 89°45'31" East, 539.42 feet) to the southeast corner of said Record -of -Survey Parcel, said point being on the north -south section line of said Section 32; thence South 00033'24" West, 489.40 feet (formerly described as South 00000'02" West, 489.36 feet) on said north -south mid-section line to the center north 1/16b corner of said Section 32; thence North 89°22'20" West, 665.10 feet on the east -west 1/16`h section line of the Northwest Quarter of said Section 32 to the southeast corner of that parcel of land as described as "Settlement Bridge Take -Down No. 4-A Description" in Warranty Deed Instrument Number 105078009 of Ada County Records; thence leaving said 1/1 6th section line North 00°37'40" East, 306.46 feet on the easterly boundary line of said TakeDown No. 4-A Parcel to the northeast corner of said Parcel, which point is on the exterior boundary line of that parcel of land described in Special Warranty Deed Instrument Number 104161320 of Ada County Records; thence on the exterior boundary line of that parcel of land described in said Special Warranty Deed for the following courses and distances: thence South 89°22'20" East, 31.20 feet, thence North 66°30'47" East, 122.89 feet; thence North 36°57'46" West, 65.29 feet; thence North 54000'44" West 150.00 feet; thence North 8239'54" West, 136.43 feet to the southeast corner of that parcel of land as described as "Settlement Bridge Take -Down No. 4-B Description" in Wwranty Deed Instrument Number Eire Number: 5042073 Stewart Tide of Boise, Inc. Attached Legal Description Page 1 of 3 Rpr 11 2006 10:43RM C16ITRL DEVELOPMENT 2 s 3753271 1 1 .1 i 105078009 of Ada County Records; thence leaving the exterior boundary line of that parcel of land described in said Special Warranty Deed, and on the exterior boundary line of that parcel of land as described in said "Settlement Bridge Take -Down No. 4-B Description" for the following courses and distances: thence North 01 020'26" East, 80.20 feet; thence South 83032'59" West, 93.55 feet; thence South 72039'23" West, 96.29 feet; thence South 60°38'40" West, 82.50 feet; thence South 58°51' 18" West, 50.28 feet to the northwest corner of that parcel of land as described in said "Settlement Bridge Take -Down No. 4-B Description:' thence leaving the exterior boundary line of that parcel of land as described in said "Settlement Bridge Take -Down No. 4-B Description," North 42059'24" West, 20.91 feet to an angle point on the southerly lot line of Lot 3, Block 13 of said Settlement Bridge Subdivision No. 1; thence on the exterior boundary line of said Settlement Bridge Subdivision No. 1 for the following courses and distances; thence North 47°08'52" East. 94.89 feet; thence North 16°18'30" East, 43.06 feet; thence North 07158'29" West, 88.53 feet; thence South 90°00'00" East, 108.42 feet; thence North 00000'00" East, 184.37 feet; thence North 02°36'25" West, 50.00 feet to a point of curve; thence 10.72 feet on the arc of a curve to the left, said curve having a radius of 375.00 feet, a central angle of 01 °3 8' 15" and a chord distance of 10.72 which bears South 86°34'2T' West to a point of reverse curve; thence 1.90 feet on the arc of a curve to the right, said curve having a radius of 25.00 feet, a central angle of 04°21'22" and a chord distance of 1.90 feet which bears South 87°56'01" West; thence North 11125'31 West, 27..95feet to a point of curve; thence 54.40 feet on the arc of a curve to the right; said curve having a, radius of 255.00 feet, a central angle of 12°13'22" and a chord distance of 54.30 feet which bears North 05° 18'50" West; thence North 00°47'51" East 75.98 feet; thence North 89°33'49" West, 18.62 feet to a point of curve; thence 23.86 rc feet on the aof a curve to the right, said curve having a radius of 20.00 feet, a central angle of 68°20'58" and a chord distance of 22.47 feet which bears North 56°24'35" East; thence South 89024'56" East, 15.40 feet; thence North 00°35'04" East, 5 0. 00 feet to a point of curve; thence 33.99 feet on the are of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 97°23'05" and a chord distance of 30.05 feet which bears North 40°43'24" West to a point of reverse curve; thence 12.52 feet on the arc of a curve to the left, said curve having a radius of 100.01 feet, a central angle of 7'10'17" And a chord distance of 12.51 feet which bears North 04123'00" East; thence He Number: 5042073 Siewert Title of Boise, tnc. Attached Ugal Description Page 2 of 3 Apr 11 2006 10:43RM CITAL DEVELOPMENT 2083753271 p-12 North 00°47'51" Fast, 85.45 feet to a point of curve; thence 31.42 feet on the are of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 90°00'00" and a chord distance of 28.28 feet which bears North 45047'51" East to the REAL POINT OF BEGINNING rile Number. 5042073 Stewart Title of Boise, Inc. Attached Legal Description Page 3 of 3 U 11 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, _ David R- Yorgason. Capital Development 6200 Meeker place (name) (address) Boise Idaho (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: NIA NIA (name) (address) to submit the accompanying application(s) pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject. of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). c Dated this I V� day of Pf " ` 20 �) `v SUBSCRIBED AND SWORN to before me the day and year first above written. Dr I I I. ._. JULIE A. MEADER (Notary public for Idaho) Notary Public State of Idaho Residing at: 77(1)��4f STD My Commission Expires: MY COMMISSION EXPIRES May 13, 2010 BONDED TPRU NOTARY PUBLIC UNDERWRITERS FINAL -OA 2/19/2004 ADA COUNTY STREET NAME EVA UAT10N SUBDIVISION NAME: AGENCY and AGENCY FILE NO: SECTION/ TOWNSHIP/ RANGE: DEVELOPER: SETTLEMENT BRIDGE SUB Meridian: PP 03-041 32 4N IE ENGINEERING NORTHWEST LLC The street name comments listed ' below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Engineer)regarding this development in accordance with the Ada County Street Name Ordinance. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: • E. GRAND CANYON DR ' N. LOCUST GROVE RD P N. MENDELSON AVE •N. MENDELSON PL E MCMILLAN RD N. SCHUBERT PL • N. SCHUMANN AVE `N• SCHUBERT AVE THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: f E. EXPEDITION DR, + N. JOURNEY PL • -,-E. MOUNTAIN., MAN DR a ,E. PATHFINDER CT • E. PATHFINDER ST - N. PIER PL .E. SHARP, SHOOTER LN y - E. SIDEWINDER DR ;N. STREAM PLN.E. SWIFT WATER W STAMPEDE WAY .E. TRAILBLAZER DR - N. TRAIL BLAZER PL a E. TERRITORY DR E. WAGON ST + THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIE BE PRESENTED TO T� %! W ON YELLOW PAPER MUST ADA COUNTY ENGINEER AT T1MR OF REcoRn ADA COUNTY ENGINEER Jahn Priester DATE 23 MERIDIAN Represe�aa DATED FIRE DEPARTMENT Representative DATE" z0 ADA COUNTY HIGHWAY DIS. Representative DATE=-7-/1f En inee?inNorth West, LLC 423 N. Ancestor Place, Suite 180 Boise, Idaho 83704 (208) 376-5000 • Fax (208) 376-5556 April 12, 2006 Mr. Len Grady, P.E. City of Meridian - Public Works Department 660 E. Watertower, Suite 202 Meridian, ID 83642 Re: Settlement Bridge Subdivision No. 5 Dear Len. - According to the initial test pit investigations and subsequent monitoring, the ground water within this project was not encountered within depth of 3 feet of the existing ' ground. Based on the above information, I certify that groundwater would be greater than 36 inches below finished street centerline elevations throughout the project. Should you need further information, please advise. Sincerely, Eugene P Smith, P.E. Enclosure Monitoring Data 'CIATED EARTH SCIENCE01C. 13101.00l - (il.,:.:cl(il" - l;\GINI ERINU - SOIL SI IZVEN's - S()Ir. K 1N. RhSO('IZCI[ I'VAN •I\(i -SITE IN VES lr(GA• ION Glen 11. Lagan 6235 1.Agcwatcr Drive l.3oisc. 1c1;111(.) 83709 Pltonc: (20$)672-921; FAX: (208) 672-9214 Barley R. Noe 5740 �. A.pplehrunk 1�'ay Boise. Idaho- 83713 Phone Ott 1 VX: (208) 939-9602 Call: ("1.(15) 850-4726 June 7, 2004 (?D eYargason pital Development, Inc. 6200 N. Meeker Place Boise, ID 83713 RE: Soil test holes on Settlement Bridge Subdivision Six soil test holes (backhoe pits) were excavated and described on June 3, 2004 on the site of the proposed Settlement Bridge Subdivision. The project is located in the N'/2 of the NW'/4 of Section 32, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho. The purpose of the test holes was to evaluate the soil profiles for potential storm drain facilities. Copies of the test hole descriptions and a map on a photo base showing the GPS locations of the test holes are attached. All six of the test holes had moderate to very slow permeability in the upper part of the soil profile. However, all had rapid to very rapid permeability in the underlying very gravelly to extremely gravelly medium and fine sands. Depth to the underlying sands and gravels ranged from 61 to 84 inches below ground level. All of the soil profiles appeared to be well drained at the time of excavation. No free water, mottled or gleyed colors were encountered in any of the test pits. To confirm groundwater levels, PVC pipes were installed in each backhoe pit prior to backfilling to allow for measuring water table depths. Monitoring will be done on a bi weekly basis throughout the remainder of the irrigation season. Three additional previously installed monitoring pipes were located on the property. These will also be measured through the monitoring period. The first set of readings on June 7'h showed all nine monitor wells dry. A mid-season report of groundwater levels will be provided in mid-July and a final report in mid-October. Should you require anything additional or have any questions„ please call me at 672- 9213. GLEN H. LOGAN Certified Professional Soil Scientist �w/attachments: Gene Smith, Engineering Northwest, Boise, ID JINN 10 M Associated Ea* Sciences, Inc. Storm Drain Test Hole Descri I►.., & Evaluation Date Of Evaluation: 6/3/2004 Evaluated by: Glen Logan, Cwu%d Profeesionel soa sdwdm Requested By: Dave Yorgason, Capital Development, Inc. (by Gene Smith, Engineering Northwest) Address: 6200 N. Meeker Place Phone: 377-3939 City: Boise State: ID Zip: 83713 Legal Desc: N1 /2 of NWl /4 Section 32, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho General Dew: At the SE comer of McMillan Road and Locust Grove Road Depth (inches) Color Texture Clay % Roots Mottles � �r (nfhr) Comments Hole Number & Location: TH221 AUI OW 7 1 sit loam 22 to 24 few very fine Wane 1101.5 friable moist 7 to 18 10YR 414 sillyy cky loam 27 to 30 few very fine none 02 to 0.6 SNOW firm.. 16 to 2B 10YR 316 very fine sandy clay loam 25 to 277 few very fine none 02 to 0.6 oompad in place, very firm moist 26 to 34 10YR 414 very fine sandy loam 18 to 20 none noire 1 to 2 friable moist 34 to B4 10YR 4/4 waft armed coarse sandy loam 12 to 15 none none 0.2 to 0.6 in , brittle moist 64 to 98 10YR 416 Edon* 9rWA* loonry fine sand 5 to 7 none none S to 8 BIVVUY cam in plam 98 to 170+ variegated eoar'erneq gr�N rrredlum & Me send 0 none I none 15 to 18 Those In plaw General Notes: Slope 0 to 1 percent. No veg on parcel since sugar beet crop harvested lost fall. No evidence of wetness or free water observed in pit to 170 inches. Hole Number & Location: TH222 A?AA 0 to 9 j1(YYRW4 silly clay loin 27 to 30 Ifewverybw none 02 to 0.6 very firm moist 9 to 24 10YR 316 we" cemented sandy loam 8 to 10 few very fine none 1 to 2 corrpact in plaos 24 to 41 10YR 414 clay loam 30 to 32 none none 0.2 to 0.6 80% fractured pan, 40% soil 41 to 55 10YR 7/3 woo* to moderately cemented hardpan _ none none e0.06 very o mped and brittle 55 to 83 10YR 414 cemented io" medium $arid 5 to 7 rrawe noire 2 tc 4 compxt in phm 83 to 95 10YR 418 very gravelly loamy medium sand 1 to 3 none Wane 12 to 15 loose in plaw 95 to 168+ variegated Iflim eefrerrrely gravelly & mad lum Sand 0 mane none 15 to 20+ Iloose in Pkee General Notes: Slope 0 to 1 percent. No evidence of wetness or free water observed to 168 inches. Associated Ear* 10 Storm Drain Test Hole Descriptlo�. do Evaluation Sciences, Inc. Continuation - Sheet 1 Date Of Evaluation: 6/3/2004 Project: Settlement Bridge Subdivision Depth (inches) Color Texture Clay % Roots Mottles Est PWM Comments 12 to 29 10YR 4/4 slay clay loam 27 to 30 few very fine none (n" ffrm moist Hole Number & Location_ TH22:3 A) A r. 0 to 12 10YR 314 sa loam 25 tD 27 common very fine & fine none 0.5 to 1.0 firm moist 12 to 29 10YR 4/4 slay clay loam 27 to 30 few very fine none 0.2 to 0.6 ffrm moist 29 to 39 10YR 416 sat loam 25 tD 27 few very fine noire 0.5 to 1.0 firm moist 39 to 48 10YR 5/4 fine sandy loam 18 to 20 none none 2 to 3 Triable moist 48 tD 85 10YR 404 gay loamy median & coarse sand 1 m 3 none none 8 to 10 very friable moist 65 to 84 10YR S/4 WY 9>* fire sandy loam 5 to O none rune 4 tD 6 very friable moist 84 to 188+ lwbgded variegated 9T�N m&* n & tine sand 1 0 1 none noire 15 to 20+ Ioose in Cenral Notes: Slope 0 to 1 percent. No free water or evidence of wetness observed to 168 inches. Hole Number & Location: TH224 AUA 0 to 12 10YR 414 sia loam 22 to 24 few very tine none 0.5 to 1.0 triable moist 12 to 22 10YR 403 say day loam 35 to 40 few very fern, none 0.05 to 0.2 very firm moist W" Wwnft abiftse 22 to 32 10YR 4/4 day loam 30 tD 32 none none 0.2 to 0.6 flan moist 32 to 40 10YR 7/4 fere sandy clay loam 22 to 24 none none 0.5 to 1.0 WigW anpad in 40 to 61 10YR 406 W Costae sandy kern 5 to 7 none Wane 8 to 10 very Triable moult, Wixoadws loe my sand 61 to 78 10YR 416 very WMN fine sandy loam 6 tD 8 none node 4 to 6 very friable moist 78 to 164 variegated "*env* graYfely medium & fine sand 0 none nava 15 tD 20+ loose In General Notes: Slope 0 to 1 percent. No free water or evidence observed to 164 inches. Associated Ea* Storm Drain Test Hole Descriptla_ .x Evaluation Sciences, Inc. Continuation -Sheet 2 Date Of Evaluation: 6/3/2004 Project: Seftlement Bridge Subdivision Depth (inches) Color Texture Clay % Roots Mottles �' Pam Comments oto 6 10YR 30 silly clay loam 27 to 30 fine none f� friable moist Hole Number & Location: TH225 AU7 General Notes: Slope 0 to 1 percent. No free water or evidence of wetness observed to 172 inches. Hole Number & Location: TH226 4�eSR I common vary fine & oto 6 10YR 30 silly clay loam 27 to 30 fine none 0.2 to 0.6 friable moist 6 to ie 10YR 3/4 stay clary loam 30 to 32 flew very fare none 0.2 to 0.6 slight1y firm motet 16 to 26 10YR 414 silt loam 25 to 27 none none 0.5 to 1.0 friable moist 10YR 3r2 & wealdy cemented hardpan tfrat 25 to 52 10YR 414 can not be twdured none none 0.5 to 1.0 very fractured, slightty compad lo 0.06 to 02 v ealdy cemented, brittle moist vreaidy c amented hardpan ifmt very comixkd in p1ma, 30% is strift of 52 to 70 10YR 414 70% f ft sandy loam 8 to 10 none none 0.02 to 0.6 canarded NuM e>dremely gravelly 70 to 86 110YR 514 jkamy fine sand 5 to 7 none none 6 lo 8 in pkm ivark9ded lVark9ated lnwxkn �N WW* loamy medium & fine 0 none rune 15 to 20+ loose in 86 to 172+ sand 0 rune none 15 to 20« Iloose in General Notes: Slope 0 to 1 percent. No free water or evidence of wetness observed to 172 inches. Hole Number & Location: TH226 4�eSR General Notes: Slope 0 to 1 percent. No free water or evidence of wetness observed in profile. I marry very fine & tune, o toll t 0YR 34 silly day loam 32 to 34 fav medium & coarse none 0.2 to 0.6 firm moist fin, few medium & 11 to 22 10YR 414 aft clay loam 27 to 30 coarse none 02 to 0.6 compad in plim,firm moist 10YR 3r2 & 22 to 40 7/4 silt Ioam 1 20 to 22 few very tine none 0.06 to 02 v ealdy cemented, brittle moist vreaidy c amented hardpan ifmt 40 to 50 t 0YR 7/3 can not be tardtred Ione none 0.02 to 0.6 in pkm. not f lured wry flft IBM* clay 50 to 72 10YR 4B loam 25 to 27 Wane mina <O.02 in Eboe 72 to 168+ lVark9ated lnwxkn eldrelnBly & fine sand 0 none rune 15 to 20+ loose in General Notes: Slope 0 to 1 percent. No free water or evidence of wetness observed in profile. UARDIAN 8 SAFETY ©ClarkeAmerkwn RA -n Address �l p a QUAN. CASH CHECC%K # NAME ON CHECK IF DIFFERENT THANAPPLICANT DESCRIPTION AMOUNT : m=om QZ m mm o r O au -11 SO i G� 0 O 0 u cn C Ct w Q0 I I 1 I I ~ W o m omm CL Cn C7 CN1J>> 1 >> I I m I t I PAYMENT DOES NOT INDICATE ACCEPTANCE OF APPLICATION TAX ' 7245 Received By C CD (D�0 n �zz n� c-+ CRL 0. o a r• CD, ID. ANN N Z3 Cl z �e 8 m (D ES Q ® rn CD C 73 Ct Cn P. x L7 0 F -I H ro ❑. f Q W O C:) U) O y m " N m O d7 d I O W I r v � I t) C--) a O LFr N 00 W N ctry at erl�l�n 33 E. Idaho Ave. a Meridian, ID 83642 sF cF SFR AL Date - zo-D L Applicant &2�k-� { G _ Address �l Phone QUAN. CASH CHECC%K # NAME ON CHECK IF DIFFERENT THANAPPLICANT DESCRIPTION AMOUNT 1 1 I I F U I SO i G� I I t I I 1 I I I I 1 I I I I I I I I I I I t I PAYMENT DOES NOT INDICATE ACCEPTANCE OF APPLICATION TAX ' 7245 Received By TOTAL f —7 55748 f�zx0w