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Home My WebLink AboutSettlement Bridge No. 6 FP Appr. 25_ CITY OF $f� �; ' ��:}V�k Crl IDAHO IEASUFIE SINCE T MAYOR Tammy cue Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Barton Charles M. Rountree Shaun Wardle I PAT ENT City Attorney/HR 703 Main Street 898-5506 (City Attorney) 595-5503 H Fax 884-8723 Fire 540 E. Franklin Road 888-1234 j fax 895-0390 Warks & Recreation 1.1 W. Bower Street -3579 fax 898-5501 'fanning 660 E. Waterto ver sane Suite 202 884-5533 / fax 888-6844 Police 1401 E. Watertower Lane 888-6678 fax 46-7366 Public Works 0 E. Watertower Lane SL14e 200 898--5500 /.fax 595-9551 - Building 60 E. Watertowr Lane Suite 150 887-2211 / fax 887-1297 - Wastewa ter 3401 N. Ten Mile Road 588-2191 fax 884-0744 - 'mater 2235 N.W. 8th Street 888.5242 fax 884-1159 TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN o insure that your comments and recommendations will be considered by the iridin City council please submit your comments and recommend2tions to Meridian City Hall Attn: Will Berg, city Clerk, by: July 4, 2006 Transmittal Date: June 2, 2006 File No.: FP -028 Hearing Date: July 11, 2006 Request: Final Plant approval of 2 in l of mil residential building lots and 2 common open lots n,,, „., ,2 acres in an Rw8 zone for - - - - -- -- Settlement Bridge Subdivision N. By: Capital Development, [n . Location of Property or Project: 2251 E. McMillan Road 2205 E. McMillan Road David Zaremb2 (no FP) David M0e ono FPS Wendy N wton-Huckabay (No FP) Michael Rohm (No FP Keith Borup o FP Tammy do Weerd, Mayor Charlie Rountree, CIC Joe Borten: C/ Keith Bird, C/C Shaun W2rdle, / Water Department Sewer Department Sanitary Servico (o VAR, VAG, 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) Merid1aln Post of ice(FP/PP only) Ada County Highway District Ada County Development Service Central District Health Nampa Meridian Irri . District Settlers Irri . District Idaho Power co. (FP,PP, UP) Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (o FP) Ada County Ass. Lind Records Meridian Development Corp. Historical Preservation Comm. CITY HALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHo 83642 (208) 885-4433 CITY CLERK — FAX 888-4218 FINANCEFINANCE& UTILITY BILLY — FAX 887-4813 MAYOR'S OFFICE —FAX 884-8119 Printed on recycled paper € ;e. t. t x k 4-. ! . JA V#: Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check a1I that apply) ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit STAFF USE ONLY: File lumbers: -IDG ' 02-6 Final Plat V ' Se- H-emen - Ct Sud ❑ Final Plat Modification '� � "+ � w ' �. .�v � I � � � ❑ Planned Unit Development meat - .*. I j4. filed: 6 .Date complete: ❑ Preliminary ,flat ❑ Rezone 4� 4 Assigned Planner: ��'►+�+1.'��'� H N ❑ Time Extension (Commission or Cornell) ElCJDC Text Amendment silty. Of Dillean'dian. ❑ Vacation ol1I1l. Office ❑ VaTiance ❑ Other Applicant Information Concurrent files: Previous files: x03'035, F ~.PS - - 5 1 -OS Hearing date: I -1 I ❑ Commission XCouncil. Applicant ,narne: Capital Development, Inc.„�..,----- Applicant address: 6200 N. Meeker Place Boise, Idaho zip: 83713 Contact name: David Yor anon Phone: 377-3939 Applicant's interest in property: I/Own ❑ Rent ❑ Optioned ❑ Other Owner name: Capital Development, Inc. Queer address: 6200 N. Meeker Place Boise, Idaho zip: 83713 Agent name e.g., architect, engineer, developer, representative): E n g 1 n e e r Firm name: Engineering NorthWest, LLD Address: 423 N. Ancestor Place, Suite 180, Boise, ID Zip: 83704 Contact name: Gene P. Smith, P.E. Phone: 378-5000 Primary contact is: ❑ Applicant ❑ Owner UT Agent ❑ Other -mail: _gsmith tengnw. or .� Fax: 376#8886 Subject Property Information Location/street address: 2295 E. McMillan Fid., 2251 E. McMillan lid., E. Sidewinder Dr. Meddian, Id Assessor's parol number(s): S08322125351 S0532212411 Township, range, section: TAN, 11.1E., 32 1 Total acreage: 7.92 Current land use: Residential 1 Bare Land ............... ............. Current zoning district: R-8 (meridian) 660 E. W tertow r Lane, Suite 202 & M.e rid ian, Idaho 83642 Phone: (208) 884-5533 Facsimile: (208) 888-6678 • Websito: wvyw-r cridiancit .o I Project Description Project subdivision name: Settlement Bridge Subdivision No. General description of proposed project re uest: Located oast aide of Locust rare fid, and on the south side of McMillan Fid. Proposed zoning district(s): Meridian existing R-8 Acres of each zone proposed: 7.92 Type of use -pro-posed (cheek all that apply): VI Residential ❑ Commercial ❑ Office ❑ Indus ial ❑ 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? Owners 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 ifprimary or secondary point ofconnection is City water): NIA Residential Project Summary if applicable) Number of -re idential units: 27 Number of common and/or other lots: Number of building lots: 27 Proposed number of dwelling units (for multi-famiIy developments only): 1Bedroom: NIA 2 or moreBedrooms: NIA Minimum square footage of structures (excl. garage): 11200 attached Proposed building height: NIA detachedd Minimum -property size s.f : 4,030 attached 1,301 ,,,,,,,,,,.,,,.,,"„�01 Average property size s.f.: 6,102 Gross density Duh re4o€al land}: 3,4'l 0 detached Net density Maore-excluding roads & aIleys ; 4.15 Percentage of open space provided: 3.82% Acreage of open space: 0.30 Percentage of useable open space: 100% (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: 0 Single-family ❑ Tov nhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary if applicable) Number of building lots: NIA Other lots: NIA Gross Boor area proposed: NIA Existing if applicable): NIA Hours of operation (days and hours): NIA Building height: NIA Percentage of site/project devoted to the following: Landscaping: NIA Building: NIA Paving: NIA Total number of employees: NIA Maximum number of employees at any one time: NI Number and ages of students/children if applicable): N/A Seating capacity: NIA Total number of par spaces provided: NIA Number of compact spaces provided: NIA Authorization Print applicant name: y JWid R. Yor arson Applicant signature: Pp 0 E. watertowr 4Ae, S( .Phone: (205) 4-5533 * Facsimi : Date: 202 a Meridian, Idaho 83642 855-6854 • website: www.meridiancity.org 2 CAPITAL DEVELOPMENT, Inc. May 25,'2006 City of Meridian o E. Watertwer, Ste. 202 Meridian, Idaho 83642 Re: Settlement Bridge Subdivision No.. 6 — Final Flat Application Narrative To Whom -It May a Concern, eern, We are submitting herewith for approval the sixth phase of the Settlement Bridge Development. This new phase will consist of a.29 lot dev.elopment, 27. lots which will be single-family residential and 2 lots that are m n n space. These lots are in substantial compliance and conformance with the approved preliminary plat for Settlement Bridge. To the best of gay knowledge, the plat is in conformance 'ith all re ui-rements and provisions o f the UDC and acceptable.e gineering, a ehiteetural and surveying practices and local 'standards. The reference number for Settlement Bridge is:' AZ- 3-035 f and according to our files the annexation/rezone. ordinance number is: 04-1079. This is the final phase of the development'. If you. have any' questions, please contact me t (208) 377-3939. Sincerely Dave Yorgaon Vice President 6200North Meeker Prue Boise; Idaho 8371 Office: (208) 377-3939 Fac: (208) 375-3271 Enginee mNorth West LLc 423 N. Ancestor Place, Suite 180 Boise, Idaho 83704 (208) 376-5000 • Fax (208) 6-5556 Project No. 06-012-00 Date: June 01, 2006 SETTLEMENT BRIDGE SUBDIVISION NO. 6 FINAL PLAT DESCRIPTION A parcel of land located in the NE 1.14 of the NW 1.14 of Section 32, T. 4 N., R. i E., B.M., Meridian, .oda Counter, Idaho, more particularly described as follows: Commencing at the section comer common to Sections 295 , 31 and 32 of said. T. 4 N., R. 1 E.; Whence South 8 9° 12'09# East, 2 65 3. 10 feet on the section line common to said Sections 29 and 32 to the North 1/4 Section Comer common to said Sections 29 and 32; Thence leaving said section line, South 033124" West, 348.82 feet on the north -south. amid -section line of said Section 32, to the southeasterly corner of Settlement Bridge Subdivision No. 5, as same 'is shorn on the plat thereof recorded in Book of Plats at Page of Ada County Records, said point also being the REAL POINT of INNING; Thence leaving said Subdivision, South 00'3324" West, 973,1 Feet on said north -south mid-section line to a found 5/8" rehar marking the center -north 1/16th section corner of said Section 32; Thence North 89022'20" west, 665.10 feet on the southerly boundary line of the. N 1/2 of the NW 1/4 of said Section 32, said lime also being on the northerly boundary line of Heritage Subdivision No. 2, as saine is shown on the plat thereof recorded in Book 23 of Plats at Page 1.452 of Ada County Records to the southeasterly corner of Settlement Bridge Subdivision No. 2, as same is shorn on the plat thereof recorded in Book 92 of Plats at Page 10982 of Ada County Records; Thence leaving said northerly boundary line of Heritage Subdivision No. 2, and on the easterly boundary Iine of said Settlement Bridge Subdivision No. 2 for the following coarses and distances: Thence Forth 00'37'40" East, 120.00 feet; Thence North 69004'11 " West, 119.98 feet to a point on a curve; Thence 15.06 feet on the arc of a curve to the left, said curve having a radius of 50.00 feet, a central angle of 17'15'14" and a chord distance of 15.00 feet which bears North 03'01'22" East; Settlement Bridge No. 6 Final Plat Des.doc Page 1 of Tierce forth 4°05'36" East, 205.41 feet to a point on the southerly boundary line of Settlement Bridge Subdivision No. 4, as sane is shown on the plat thereof recorded in Book 95 of Plats at Page 11681 oda County records; Thence on the southerly and easterly boundary line of said Settlement Bridge Subdivision No. 4 for the following courses and distances; Thence North 76'2846" East, 50.00 feet; Thence North 13'31'14" west, 41.67 feet to a point of curve; Thence 13.81 feet on the are of a curve to the left, said curve having a radius of 300.00 feet, a central angle of °3 8'13 "and a chord distance o f 1.3.81 feet which b ears North 14050'20" west; Thence Horth 81 ° t 5'45' East, 124.61 feet; Thence South 89'22'19" East, 150.00 feet; Thence Forth '33'24" East, 164.00 feet; Thence North 89'22'1.9" West, 61.72 feet; Thence North OY11' 14" East, 123.29 feet to a point of curve; Thence 7.34 feet on the are of a curve to the right, said curve having a radius of 20.00 feet, a central angle of 2 1 '0 V08 "and a chord distance of 7.3 0 feet which b cars Hort. 80'07'07" East; Thence Forth 00'37'4 " East, 50.00 feet; Thence forth 9°22'1.9" west, 5.43 feet; Thence forth 07'53'05'l East, 102.92 feet to a point on a curve on the southerly boundary line of said. Settlement Bridge Subdivision No. ; Thence leaving the easterly boundary line of said Settlement Bridge Subdivision No. 4 and on the southerly boundary line of said Settlement Bridge Subdivision No. 5 for the following courses and distances.- Thence istances: Thence 284.67 feet on the are of a curve to the left, said curve having a radius of 228.00 feet, a central angle of 71.132'09"and a chord distance o2,3 feet which bears North 52129'13" East to a point of reverse curve; Settlement Bridge No. 6 Final Plat Desc.doc ,page 2 of Thence 104.77 feet on the are of a curve to the right, said curve bang a radius of 134.03 feet, a central angle of 44"47'14" and a chord distance of 102.12 feet which bears North 7°32'46' East; Thence South 89'26'36' East, 34.84 feet to the real paint ofbeginning. Said parcel contains 7.92 acres more or less. PREPARED BY: Engineering North'w'est„ LLC SND R I. � 880 o �9 4� of,op��` s R. W� James R. Washburn, PLS Settlement Bridge No. 6 Final Plat Desc.doc Page 3 of ,Apr' 11 2006 1 0 : OOPm CAPITAL DEVELOPMENT 2083753271 p,8 ADA COUNTY RFCOROER J. QAYIo mVAAAO AMOUNT 11.00 4 BOISE IDAHO 0119106 04:21 PN DEPUTY Bonny Obabitlip RECORDED -REQUEST III I�Ill�ilf (Ilflll�lli�f I�II11I I� stewotr Tl Ile company r 1 e6005312 t S ADA COUNTY RECORDER 4, DAVIDNAVAAaQ AMOUNT 12.00 q title of nampa ,. $O�E IDAHO 12113%0,;43 FIV P DEPUTY lcaie Oberhil@p AFORDE04EQUE8T QP 6lewertTitleCol[tpaty 15189863 I WARRANTY DEED For Value Received John Tolk and Jeanne D. Talk as co -trustees of the John and Deanne Tolle Trust, U/TIA dated January 7,1993 and John Tolle and Jeanne D. Talk, husband and wife the Grantor, hereby grants, bazgains, sells, conveys and warrants unto Capital a elo rneut� Inc., an Idaho Corporation the grantee, whose current address is 6200 Meeker Place, ]Boise, ID 83713 the following desc bed premises, to wit: See"Exhibit attached hereto 'arcel Number: SUBJECT TO: Current Gen al Ta s, a lien in he process of asses ments,of yet due or pa cable. 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 her h r 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'rust, i J0 olk, Co- ' hn Tolle Jere D. Tolk,Co-Trustee Je a D. T'olk STATE OF Idaho } )SS. couxTY of Ada � On this 15th day o f June, 2005, before sae, the undersigned, a Notary Public, in and for said 'um 771 TE It; UM011! fou� I PiAr! . "" .... , , . - ..--- - - - — - - - - — — — - - — — _�,�__G 1 1 . , . �.� .!.11-�t�'.k.,Td, W-- ; o f , :.', A : I., , , 11-41 A - I -�: I' . , , N , , I . . , . . : - , f, r, � f' -j � � -,� �r -f -, 1%sv�.:tt i-! I �.i:, ", , " . - O , -4 , -, , , , ?-. - - , - * .� '. �, ,,_',�',. ,l� I .,. - -, I I - . t . . : . .. %. - , - - . ,-'r , ,., .. . , . . - �': k Z, 0 . � . . d � . ��j r.,� . . -1 I -,�k I � : � .2, ,,� - , , . d , t , , . . - - S . � o 40 ;.Agli 4 1--q'i", ;, ..".1, ...-" ' I - --" . , 0 , - �, i , - . 1. t. - - � ... t .. j t . ;,.�',r J. ' 1 ' � -1a'##, . I I I I . t. j . ; . ;i 4i 1d; ,I. j 1 ,,, L %, , � . . - - - ' I i ( , '. w . 1. I jtl : . ,"+ �', '. . 1. 11 - 4: I . - . a- . I . . . �', . I . , % . . I I . , , . 1i , V i 0 " �4 , J, i I I , - . Il. -, i -, '. , � �i,' ` � , ... ,-. 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I 7- . , .- pr - 1-I 2006 10:43AN CAPITAL DEVELOPMENT 2083753271 10 SCHEDULE Order Naber: 5042073 LEGAL DESCRIPTION A parcel of la d located i w r 1.1 2006 10; 43FIM CAPITAL DEVELOPMENT 2003753271 P-11 4 10 5 0 7 8 009 ofda: 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 Iaod as described in said "'Settlement Bridge Fake -Down No. -B D escriptio " for the following coarses and distances: thence North 0 1 "20'2 6 " East, 8 0.2 0 feet; thence South 83'32"59" West, 93.55 feet; thence South 72°39323"' West 96.29 feet; thence South °38'40" West 82.50 feet; thence South 8°S 1'18"' 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 Badge Fake -Dorn No. 4-1 Description," . Forth 42159'24" West 20.91 feet to an angle point on the southerly lot line of Lot 3, Block 13 of said Settlement Bfidge Subdivision No. 1- thence on the exterior boundary line of said Settlement Brfd.ge Subdivision No. 1 for the following courses and distances; thence North 47°08'52'' fit. 94.89 Feet; thence North 16" 1 " 3 " East, 43.06 feet; thence North 07158'29" West, 88.53 feet; thence South 90100'00" East,108.42 feet thence North o°00' " East, 184.37 feet; thence North 02° 6'25" West, 50.00 fejt to a point of curve; thence 10.72 feet on the are of a cue to the left, said curve having a radius o f375,00 Feet, a central angle of 0 1' 8'15 " and a. chord distance of 10.72 which bears South 8°34'27' west to a point of reverse curve; thence 1.90 feet on the are of a curve:. to the right, said curve having a radius of 25.00 feet, a central angle of 04`2x'22" and a chord distance f 1.90 feet which bears South 87056'01"" `est; hence North 111125'3 l West, 27.95feet to a point of curve; thence 54.40 feet on the arc of a curve to the right, said cue having a radius of 255.00 fe t,.a cental angle of 12°13'22" and a chord distance f 54.30 Feet which bears i North 05 ° 18' 50" West thence North 0 0147' 51" East 75.98 feet thence North 89033'49" 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 68'20'58" and a chord distance of 22.47 feet which hears North 56'24'35" East; thence Borah 9°24'S " East, 15.40 feet; thence North 00'3 5'04" East, 5 0,00 feet to a point of curve; thence 3 3.99 feet on the are o a curve to the right, said curare having a radius of 20.00 feet, a cental angle of 97123'05" and a chord distance of 30.05 feet which bears North 4 °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 7010'17" And a chord distance f 12.51 feet Which bears North 04123'00' East; hence File umber: 5042073 Stewart Tift of Boise, Inc. Auchcd L, gal Description Pap 2 of i t • 1.1 2006 10:43FIM CAPITAL DEVELOPMENT 2083753271 t a t North 00°47751" Ea, 85.45 feet to a point of curve; thence 3 1.42 feet cls the arc cave to the righty said care having a radius of2 . Feet, a centrat angle o °00'00 ' and a chord distance of 28.28feet which bears North 45'47'5 1 " East to the REAL POINT OF BEGEqNING File Number. 041? Stc art Title of Baisc} Inc. Attached Legal Description Page 3 Df ' p.1 00 12:11PM CF P I TPL DEVELOPMENT 1 S W0304LISQ 7 *I-r,,i jo.1 ADA COUNTY RECORDER J. DAVID MAf1AQ 3 BOISE IDAF101.?J2`J�3 0:44 PM DEPUTY Fannie 06erbillip . RECORDED-REDUEST Of Ilf fillll�ll��f�lllll!l1I11�111llllil Stewart Tills CarrVeny AMOUNT 9.00 103209403 SPECCAL WMMANry DEED FOR VALUE RECEIVED, LSE A o TOL ("Grantor"), � an ��d Dodoes hereby sell, transfer and convey unto CAPITAL corporation ("Grantee'), having a, current address of 6200 North Meeker Place,Boise, Idaho 83713, the following describedpremises: - See Exhibit A attached hereto and leo orated hereiny re 'e �nce; together with all rents, remainders and reversions, andl �e • � r��e �d heredrtamn, issues and profits, unpro a ens and fixtures, ea runts, neral is , water rights, and all other permits, licenses and rights thereunto ertain • RESERVING, however, for the benefit of Grantor and The Joh & Jeanne To lk Frust, U/T A dated January 7, 1993, amended and restated effective ` 0, together nth the tenant farmers of motor and the Trot a nonexclusive easement in gross with respect to said premises, allowing access to the canal all headgats, and all wells located thereon for the purpose o maintain .e un ation s st . � erg. song sand r�crn�se and adjo a.n property owned by the Trust for so long as y such property remains agricultural use; TO HAVE AND T ear�oes unto s� HOLD said premises with their a • Grantee, * is successors and assigns forever. Grantor herebycovenants w�th the Grantee that the premises are free from all encurn ra ces made by her and that she dviwarrant and defend the premises against the lawful claims of all persons ela�ncr through • p � �� . or ceder he subject however, t all easements or other matters of record not c `ant d or otherwise created by the motor, or that would appear from a survey or career examination the premises, including the rights of aN persons possession, if any, furthermore subject to any lien, easement or other mater of record granted or created by Grantee. I WITNESS WHEREOF, Grantor has caused this Special muted Warranty deed to h delivered, and made effective a o Jury 2o, 20 . DATE: June 20, 2003 ASO TK SPECIAL WARRANTY DEED - 1.03 ;:oO \ u IsE)BoI Dor .MMocs.eok. r :5147 .1 Apr 10 2006 12:11PM CPPI TF L DEVELOPMENT 2083753271 71 ST'AG'E OF IDAHO S. County of Ada On this 20th day of June, 2003, before me Trina Nishitani personally appeared LYNN SAO TOLK, an unmarried woman, known or identified to or proved to me on the oath of , to be the person, whose name is subscribed to the wig instrument and acknowledged to me that she executed the same as such. IN WITNESS Off`, I have hereunto set my hand and affixed y official seal the day and year in this certificate first above written. M J TTRIN ISHIT .-MI NOTARY P �� NOTARY PUBLIC FOR IDAHO STAT I DAH O Residing at Caldwell, Idaho MEN jjy �� iii r ��-� M Commission Expires 3 ^� SPECIAL WARRANTY DKIED 061903 _.oe ,A� P I O4 Do . Do .Bo T :514 .1 P. 1 ARS 1.0 2006 1 : 1 Phi CAPITAL DEVELOPMENT 2083753271 p-14 • s 4 XHT A (Legal Description of LSTProperty) A PARCEL OF LAD SITUATED IN THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 4 NORTH, RANGE I EAST, BOISE M RDDIAN ADA COUNTY, IDAHO; BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: GATING AT THE NORTH QUARTER CORNER OF S cT N 32 WIUCH IS THE REAL PONT OF BEGGING, SAJD QUARTER COIR 13EARS SOUTH 890 ' 31 " EAST 2653.12 FEET FROM THE NORTHVVEST COIR OF SAID SECTION; HEI C N TEE CHER OF SECTION LNE SOUTH 000 ' 2" WEST 832.53 FBET TO AN IRON PILI, =NC NORTH 890 45'3 1 " irk'ST 539.42 FEES' TO AN IRON PIN, WHENCE NORTH 000 00' 2"AST 832.53 FEET TO A I MT ON TBE NORTH BOUNDARY OF SECTION ; THENCE SOUTH ° ' " EAST ALONG SADD NORTHER BOUNDARY OF SECTION 32, A DLSTANCE OF 539.42 FEET TO THE REAL POINT OF BEGINNING. EXCEPT C IT AROAD RIGHT'S OF WAS. Ear 1803 ::ODMA1 ISE AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO } COUNTY OF ADA ) 1, Capital Development, Inc. (name) .Boise 6200 I. Meeker Place (address) Iah. (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 nay permission to: Engineering NorthWest 423 K Ancestor Place, Suite 180 Boise, Idaho 83704 (name) (address) to submit the accompanying appIi cations pertaining to that proper. 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 oft e application. . I hereby grant permission to City of Meridian staff to eater the subject property -for the purpose of site inspections related to processing said application(s). 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F � � �# 3C 'fs iE u°a' • 4 } ri i 4 k ��rt t n L eri*11 If `•* k , 1}#��4iy � + � � � 4�CJ � � � # � � lam¢' �. a. s. � � � :r J? � + � •rr � "• ��4 � � k lir 1 lFi '` � � �rt 5 Ad•k { 1J1 IIF Ill w 13 �.0 �} C 4f * DDT CX24Ji09C LPA fii 11 +y ABY - i = 14 4 t !f_ lS�C # i * ncxr 'd +�(��"'�} 41 } } '� 4 "Idv } G J VP Arm J� At ill # -� -"moo• — r' � I G 5r5� Ix d 4 I' YL 1 f I Fy it, �1 i J J I IM r" + all WWI im Ir CA) 16 zl 152 111 + rRUN j r 94 bh JFCirt +C 57<r xT i1 IL �+�� l i ra 40 QEDVF L }! 319 nCrrra € a— 1F k'} � � �+ols��raans aoa,�is31rO � �_� �� FINAL -OA ?J79/2004 ADA BOUNTY STREET NAME EVALUATION SUBDIVISION NAME: SETTLEMENT BRIDGE SUB AGENCY and AGENCY FILE NO: Meridian: pp 03_041 SECTION! TOWNSHIP/ RANGE; 32 4N 'iE DEVELOPER:, ENGINEERING NORTHWEST [.LC The streetrne comments Iisted -iw are STREET NAME COMMITTEE the dire ` �� development i i�- regarding this nty Street Name Ordinance, THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: E. SND CANYON # N. LOCUST GROVE N. MENDELSON AVE %N. MENDELSON PL %-N. SCHUBERT AVE N. SCHUBERT PL -t N. SCHUMANN AVE THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: TION DR N. JOURNEY PL .gE. PAMFINDER CT E. PAMFINDER ST N. PIER PL 9.E. SHARP. SHOOTER LN E. SIDEWINDER DR N. STAMPEDE WAY;. N. STREAM PL 0 j - E. SWIFT WATER LN E. TERRITORY E. TRAILBLAZER ISR N. TRAIL THE FOLLOWqNG PROPOSED STREET NAMES ARE DENIED: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: CHANGES nCD$ PLEASE MAU TMS CH AN S ON 13E PRESENTED TBE ADA COQ �G �A �CORDX0�� YELLOW PAPP ' ADA COUNTY ENGINEER Jahn priester DATE2,� �� MERIDIAN Represent ati DATE FIRE DEPARTMENT Representative DAA i SDA COUNTY HIGHWAY DIS. Representative DATE 2ZL, NUMBERING OF LOTS AND BLOCKS -A Engineenng oath est, LLC 423 N. Ancestor Place, Suite 1$0 Boise, Idaho 83704 (20$) 376-5000 e Fax (208) 376-5556 May 23, 2006 Mr. Len Grady, P.E. City of Meridian - Public Works Department 660 E. Watertower, Suite 202 Meridian, 183642 Re: Settlement Bfidge Subdivision No. 6 Dear Len.- According en: Ac ording to the imffial 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 informa# on, please advise. Enclosure Monitoring Data - 4 a ASF CI EARTH SCIENCES -vic. 13101,00Y - 1°.�,,.. )GY - I'NO IN FF,RI 0 - SOII, IS, t'RV EY S - SO11. & h, .x"1:11 Q1',•JXI'Y RES(W C.E 1'1..\ I (a - ITE' Glen It Logan 6238 I -Age wata Drive Boi%cam Idaho 8 3 709 Phoiw: (208)672-9213 VAX- (208)672-9214 11afl y R. NN av, 5740 NN. Applab:'ook Way Boi.w. Idaho -83713 713 }'hone & I -'A : (208.) 9-I•602 (101- (208) 950-4920 el 'orgasn June 7. 2004 it 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 1 of the NW 14 of Simon 32, Township 4 North, age I East, Boise Meridian, Ada County, Idaho. The purpose of the test holes was to evaluate the soil profiles for potential stom 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 eery rapid permeability In the underlying very gravelly to extremely gravelly median and fine sands. Depth to the underlying sands and gavels ranged from 61 to 84 inches below ground level. All of the soli 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 alloy 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. 'mese will also be measured through the monitoring period. The first set of readings on June '/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 raid -October. Should you require anything additional or have any questions, please call ane at 672- 9213. J GLEN H. LOGAN Certified Professional Sail Scientist Ft Ec E IV ED wlattachments: Gene Smith, Engineering Northwest, Boise, ID JUN IQ M F Associated Eaftt Sciences, Inc. Stoffn Drain Test Hole Descdpti�,.,, & Evaluation Date Of Evaluation: 6/312004 Evaluated by: Gree Logan, ceru Pmfftworw w scww Requested By: Dave Yorgason, Capital Development, Inc. (y Gene Smith{ Engineering Northwest) Address: 6200 N. Meeker Place Phone: 377,3939 city: Boise fie: ID Zip; 33713 Legal Desc: N 1 of NWI Section 32, Township 4 North, Range I East, Boise Meridian,, Ada County, Idaho General Dew: At the SE carver of McMillan Road and Locust Grove Road Depth Color Terre C o mottles ��Commentsree Hole Number & LocMi : TH221 4263 OW7 10Y10YR 314 ism kam 22 to 24 few very fine none 1 to 1.8 f l" moist to 18 10YR 44V14 shy clay loam 27 to 0 few very fte note 0.2 to 0.6firm moist Voy firm W*clay 16 to 26 1SYR 3 1mFn 25 to 27 few veFy fine rXM 02 to 0.6 cwqmd in pbw, firm moist to 34 1 OYR 414 very to sandy kam 18 to 2D none rx" 1 W2 frk"e moist weakfy cwwked 34to64 1 OY ooze sandy kwn 12 to 15 rXM nor* 0. * brft moist 64 to 98 10YR 4AS 04erf* grimly lo&W i e sand 5 to.7 rKM 8tD8 as P!!9t 6&WK4Y gmv* 8 W 170+-,. eerie ed wadktm & fim $WW 0 none none 15 to 18 kase In General Dotes: Slope 0 to I percent. No veg on parcel since sugar beet crop harvested lost fall. No evidence of wetness or tree water observed 'in pit to 170 inches. Hole Number & Logon: TH222 4264 Otog 7 OYR 314 sftdW$o= ZTto3O few very Mle 02 W 0.6 firm moist 9to24 10YR= = 11 sang# kwn 8 to 10 few very tine rKM 1 W2 owqmd in R�m 4 to 49 OYR 41+4 Cky kan 30tD32 none none 02 to 0.6 6 fnx*wW , 40% soU to rre** 1 tD55 1 OYR 713 omwied hudpan none <0.06 my vompi�# and bfift �e bff" 65 to 83 1 OYR x#14 mKdtmn sand 5tu7 roma rXM 2to4 =npact in place very gweMy loarny 83 to 95 1 OYR 4M Asn swW l to 3none nom1 to 15 � in pWm ��y ikew ad 9 to I B8+i Mw �m sand 0 forenone IS to 20+ General Dotes: Slope 0 to I percent No evidence of wetness or free water observed to 168 inches. Associated EartV SSciences, Inc. torm Drain Test Hole esc. ■io,, ■ X14 Evaluation Continuation - Sheet Date Cf Evaluation* 6/3/2004 Project: Sefflement Bridge Subdivision Color Depth"texture Cly ° Roots . �. Fes l4otte ornner Hole Number & Li : TH223 General Note.: Slope 0 to 1 percent* No free water or evidence of wetness observed to 168 inches. Hole Number $Location: 7H224 4?_rS6 0 to 12 12 to 22 1 OYR I YR 413 10M My cry kwn 2 W 24 35 to 40 corruprM very fim r" norm 0.5 to 1.0 0.06 to .2 hWft moist very firmmt,shaV p*Tm ire to 12 1 OYR 314 at kwn 25 to 27 fim rye 0.5 to 1.0 firm mold 12 to 29 1 OYR 414 8Ay cWy kwn 27 too few very fim Ifewveryfine.- none 0.2 to 0.6 fIrm moist 29 W 39 1 i YR 41P sOt 1w Z7 0.5W 1.0 WW* flM MOM 39 to 48 1YR 514 fm swdy kern 18 W none none 2 ftbble moist k)a 1 W 78 9 0YR 4AS � 6to8rKM rye 4to6 wy fibble nxiNA }/'� 48 1�#� 65 y'+�i 1 OYR e&wn* gwMty *may I 0 *yy none / 1 A� Mable nx�ht 78 to 164 vaned very PMMY &W 0 none Wane 15 to 2 Haase 0 place Vim/ to 84 . I84 1YR 5V14 swdy Ai in 5 D nom none 4to6 vvy ftdge Mold to 1 7 !Qq9a8ftthd JMM&M&fiMsand1 ............. .. . . .. . . . . . 2D � In pime General Note.: Slope 0 to 1 percent* No free water or evidence of wetness observed to 168 inches. Hole Number $Location: 7H224 4?_rS6 0 to 12 12 to 22 1 OYR I YR 413 10M My cry kwn 2 W 24 35 to 40 few M" e few very fie r" norm 0.5 to 1.0 0.06 to .2 hWft moist very firmmt,shaV p*Tm ire 22 to 32 10YR 1 R 414 day kam 30to 2 rXM none 0.2 to 0.6 ffrm mit 32 to 40 1 OYR 714 Me wdi kwn 22to24 rMM nom 0.5 to U In phm w =* vwy kWft moK sppmeOm Wnpry 40 to 61 1 OYR 416 kam SW7 none rMe 8 to 10 8WW my tel► fine 1 W 78 9 0YR 4AS sandy korn 6to8rKM rye 4to6 wy fibble nxiNA e&wn* gwMty 78 to 164 vaned rd e sand 0 none Wane 15 to 2 Haase 0 place General Motes: Slope 0 to I percent. No free water or evidence observed to 164 inches. Associated Earth Sciences, Inc. Stoffn Drain Test Hole Desctiptio.. a Evaluation Date Of Evaluation: 2004 C nfinu tion -Sheet 2 Project: S ftl m nt Badge Subdivision Hole Number & Location: TH225 4267 Color Texture Clay 9� Roots MotHes � Comments (iDepthnches) I {SYR M My cky kwn V to 30 f nom ��"�"`' friable moist Hole Number & Location: TH225 4267 General Notes: Slope 0 to I percent. No free water or evidence of wetness observed to 172 inches. Hole Number & vocation: TH226 42b8 rrrWy y fie fine, to 6 I {SYR M My cky kwn V to 30 f nom 0.2 lo 0.6 friable moist 3 to 32 few ■ Y■y fim nom i#Y Oi firm nxM 16 to 28 1 OY 414 s t karn 2 to 7 rKM now 0. to 1.0 famold fable ma fOYR 312& waft cwwfted hw#m tiat 25 to 2 1 Y AM can root be tem none �e . to 1.0 fn ured, cin in E�iw OM to 02 w mMy wed, brMe moist weakJycemented hwdpan ftnt vefy conqxxA In�*3D% Is ebm of 52 to 70 1 Y 414 70% k �q1„� sway n to 1 rKM res 0.02 to . ce l fnm w&w” grav&/ to I 07 70 to 86 1 OYR f 4 loa" fim send 5to7 rWM none 6 to 8 sNhtly mrWad M p1we 72 to 168+.1 9MVG#y l nvmWfl# ne 0 none rWXW 15 to 2D+ kwe In place 861D172+_,vwk*ftd____1sand r)CIM Mm. 16 to " roan in _PhM General Notes: Slope 0 to I percent. No free water or evidence of wetness observed to 172 inches. Hole Number & vocation: TH226 42b8 General Dotes. Slope 0 to I percent. No free water or evidence of wetness observedin profile. rrrWy y fie fine, 0 to I 1 I 314 skckykam 32 to M ftw ffwd= & COWW nom 01to OJB fi= mom fine, fow mfd= 11 to 22 1 OYR 414 silty clay kem 27 to 30 COWM none 0.2 to 0.6 M , fin mok* fOYR 312& 22 to 40 714 slit kam 20 to 22 W VMy fim none OM to 02 w mMy wed, brMe moist weakJycemented hwdpan ftnt 40 to 50 1 OYR 713 AIS f not be tmdwW note none 0.02 to 0.6, nd fractured CW, my ffne =W cby 50 �y to i f 1 YR WS kafn 25 to V none r J'1M .02 72 to 168+.1 f.Y dm * medium & fire sand 0 none rWXW 15 to 2D+ kwe In place General Dotes. Slope 0 to I percent. No free water or evidence of wetness observedin profile. �,P'�". -4 . - . . 1� ?� . �, I - ,�. ... .... - - I . . � I �;� . !.-.. :, . i .. �_ '� �q�,,. 1 4 0 - - � 1 1� . .. " �. . & I - r- - 1�- , V. 11. - T i . - . .: , , .... �I` - . I_ - ", .: . , .� , y . - it, . a' a , � ;IF- : . W Y� r� - - - - - -,�e ,4,�f . . 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