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HomeMy WebLinkAboutApplication~E IDIAN~-- • IDAHO TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN MayorTammy de Weerd City Council Members: Keith Bird Brad Hoaglun Charles Rountree David Zaremba To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: August 17, 2010 Transmittal Date: July 30, 2010 File No.: FP 10-006 Hearing Date: August 24, 2010 Request: Final Plat approval of 22 building lots and 1 common lot on approximately 3.79 acres in an R-8 zoning district for Larkspur Subdivision No. 3 By: JLJ Enterprises Location of Property or Project: 240 E. Edmonds Court Joe Marshall (No FP) Scott Freeman (No FP) Wendy Newton-Huckabay (IVo FP) Michael Rohm (IVo FP> Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Brad Hoaglun, C/C Keith Bird, C/C David Zaremba C/C Sanitary Services (No vAR, vac, FP) Building Department/ Rick Jackson Fire Department Police Department City Attorney City Public Works /Scott Steckline City Planner City Engineer Economic Dev. (cuP only) Parks Department 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 COMPASS (Comp Plan only) Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) QW2St (FP/PP/SHP only) Intermountain Gas (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. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org • Hearing Dater August 24,2@10 Project Name: Larkspur Subdivision No. 3 File No: FP-10-006 Request: Final Plat approval of 22 building lots and 1 common lot on approximately 3.79 acres in an R-8 zoning district, by JLJ Enterprises. Location: East of S. Meridian Road and approximately a '/ mile north of E. Victory Road (240 E. Edmonds Court) in the SW 1/4 of Section 19, Township 3 North, Range 1 East, B.M. • E IDIAN~-- IDAHO • Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ^ Alternative Compliance ^ Annexation and Zoning ^ Comprehensive Plan Map Amendment ^ Comprehensive Plan Text Amendment ^ Conditional Use Permit ^ Conditional Use Permit Modification ^ Design Review Final Plat ^ Final Plat Modification ^ Planned Unit Development ^ Preliminary Plat ^ Private Street ^ Rezone ^ Short plat ^ Time Extension (Commission or Council) ^ UDC Text Amendment ^ Vacation (Council) ^ Variance ^ Other File number(s): ~~ /0 ~ tab Project name:. La/I~SAit~ ~o• 3 Date filed: ?~2 -/4 Date complete: 7 ~9"~0 Assigned Planner: ~~ ~! Pq/~SOA t Related files: A'Z'~~,"~~ .' r~ o6-~S~ Tc -og- 02,E ~ Hearing date: "Zy ~~ ^ Commission Council Applicant Information Applicant name: So ~. 3~,L,.,~-'C-C- Phone: 9S5-la(®S~ Applicant address: "? l ~iqs ti! ">+:1~ItiiG~~~ .,~ntc.-t ~ yy~~e-I~l~1hl Zip: 83~~-J Z Applicant's interest in property: Own ^ Rent ^ Optioned ^ Other Owner name: St..S [~ti.f'tE,1=t~P 156" Phone: cl~-b (dam, Owner address: Sl~~ P..S ~~~ ~ Zip: Agent name (e.g., architect, engine r e]pp~r, repr~s_ enta~ive): G, y ~ i~o ~.~~ Firm name: ~/~t~"L'ocs-c'l~l ~ ~y SOJ~.~t~.l/[~Vu~ht L ~77~K1 !~ !o Phone: 81d~~ ~S'?,~~ Address: _ ~~1 ~l ~ MAl N 5T. ~ ~Q ~. ~(~ Zip: `3 3lo t `j Primary contact is: ^ Applicant ^ Owner Agent ^ Other Contact name: Gt ~r S ~F?o }z.-r~ 2 Phone: F~ (oo - C S3z E-mail: _ ~ ~S [~ SAS ~ COTit~..5 ~ C.iu t~-~~ Fax: 3~~ -~3 l OS Subject Property Information Location/street address: _Z~l y c. ~4M..pat i~ S GT• Assessor's parcel number(s): ,tom. Zi f t-} (7S G Z1 f7 Township, range, section: T 3 T.1 12, i t= S ~- 1 cat Total acreage: w • ~ Current land use: A.~ 12,tGUC~TI ~Q~ Current zoning district: ~' STAFF USE ONLY: 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org ~ti Project Description Project/subdivision name: L /-~- 2 iC S t~c..~ i? S~~'c3Z. V 15 i n ~ /y ~ 3 General description of proposed projecdrequest: Z3 Lo T" lZl/~i i> >/n/T//~L w f3 W i'Ti-{ U i t t..lTl~,S , GtJ~~ ~ y?'T>~~+ S~D~,t-c-=~1.1~ Proposed zoning district(s): IZ ~- ~ Acres of each zone proposed: 3 ._~ g r Type of use proposed (check all that apply): Residential ^ Commercial ^ Office ^ Industrial ^ Other Amenities provided with this development (if applicable): ~uTi L i"r IES, t7P_f~tlJ~C t 1 ~Z..~. ~~ ~~e~uJP.rr-!~ Who will own & maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? IV A.n~PA - ~E ~l n i l~i~ Primary irrigation source: ~t~~6S5v ~ Secondary: G tT~~ +-~ /~T~-~ Square footage of landscaped areas to be irrigated (if primary or secondary point of cowection is City water): ~9 Z-~7 Residential Project Summary (if applicable) Number of residential units: Number of common and/or other lots: Number of building lots: 2Z Proposed number of dwelling units (for multi-family developments only): 1 Bedroom: 2 or more Bedrooms: Minimum square footage of structure(s) (excl. garage): i'-( p0 Proposed building height: 2S Minimum property size (s.f): Sr`Y~f~ Average property size (s.f.): SS9 $ Gross density (DU/acre-total land): _ 5 • ~ _ ~o Net density (DU/acre-excluding roads & alleys): ~ • 3$ ~a Percentage of open space provided: ~ • Z `~'7© Acreage of open space: O • i fo ~G "t Percentage of useable open space: W - Z ~~ (5ee Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): CO+~~--i~ti1 Type of dwelling(s) proposed: Single-family ^ Townhomes ^ Duplexes ^Mufti-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: Total number of employees: Number and ages of students/children (if applicable): Total number of parking spaces provided: Authorization Print applicant name: Applicant signature: . Phone: Maximum number of employees at any one time: Date: •s' Zs= /d 33 E. Broadway Ave~fne,-$,y~te 210 • Meridian, Idaho 83642 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 Paving: Seating capacity: Number of compact spaces provided: .~ • • P: (208) 398-7181 F: (208) 398-8105 6081 W HWY 52, EMMETT, ID 8361 7 May 24, 2010 SUBJECT: Project Narrative for Larkspur Subdivision No. 3 Narrative: We are asking for Final Plat approval on behalf of JLJ Enterprises, Inc. for Larkspur Subdivision No. 3, a continuation from Larkspur Subdivision No. 2 (existing) which lies to the north of our project. We are proposing a 231ot subdivision, 22 of which are buildable lots, 1 of which is a common lot to remain as open space. The total project is 3.79 acres more or less. This property was originally owned and the project started by Ron Sargent of Greenspur Investments, LLC. The Preliminary Plat was submitted as Larkspur South Subdivision, it was done by Treasure Valley Engineers in October of 2006. Ron Sargent applied for a time extension on the Preliminary Plat in November of 2006, which was granted and gave a new expiration date of December 6, 2010. This property was originally zoned as RUT and has now been annexed and rezoned to R-8 per ordinance number 07-1288. This project will include two new public roads, and a continuation of an existing stub road from Larkspur Subdivision No. 2. All homes will be connected to City of Meridian water, sewer systems, and pressure irrigation that will be owned and operated by the Nampa Meridian Irrigation District as well as a connection to City water as a back up. Statements of Conformance: This Plat is in conformance with the approved preliminary plat and meets all • • requirements and conditions thereof. This Plat is in conformance with all requirements and provisions of the Unified Development Code. This Plat is in conformance with acceptable engineering, architectural, and land surveying practices and local standards. ~- • • P: (ZOS) 398-7181 F: (2D8) 398-8105 6D61 W HWY 52, EMMETT. ID 63617 Larkspur Subdivision No. 3 Description Job No. 10012 July 2, 2010 A repiat of a portion of Lot S of Edmonds Subdivision as shown in Book 33, at Pages 2050 through 2051, Ada County Plat. Records, within Government Lot 3 of Section 19. T.3N., R.lE., B.M., City of Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a found aluminum cap (Corner Record Inst. No. 9149706) marking the W I /4 corner of said Section 19; Thence South 0°56'09" West coincident with the West line of said Government Lot 3 of Section 19, a distance of 1330.58 feet to a found S/8" rebaz (no cap) marking the southwest corner of said Government Lot 3 of Section 19; Thence South 89°S9'O1" East coincident with the South line of said Government Lot 3 of Section 19, a distance of 1126.73 feet to a found S!8" rebar/cap PLS 4431 mazking the southeast corner of Lot 6 of Edmonds Subdivision and of said Government Lot 3; Thence North 0°45'S2" East, coincident with the East line of Lots 5 and 6 of Edmonds Subdivision and of said Government Lat 3, a distance of S 14.00 feet to a set S/8" rebar/cap PLS 10782, and the Point of Beginning; Thence North 89° 14'0$" West, 160.04 feet to a set S/8" rebaz/cap PLS 10782; Thence North 0°45'52"' East, 79.78 feet to a set 5/8" rebar/cap PLS 10782; Thence North. 89°5716" West, 407.47 feet to a set S/$" rebar/cap PLS 10782; Thence North 0°00'00" East, 117.00 feet to a set S/8" rebar/cap PLS l 0782; Thence North 89°57'16" West, 17.43 feet to a set S/8" rebar/cap PLS 10782; ~i'ci'~l' } (if~ • • Thence Narth 0°02'44" East, 146.00 feet to a set 5/8" rebar/cap PLS 10782; Thence South 89°57'16" East coincident with the North line of said Lot 5 of Edmonds Subdivision, 588.3.1 feet to a set 5/8" rebar/cap PLS 10782; Thence South 0°45'52" West coincident with the East line of said Lot 5 Edmonds Subdivision, 344.8 i feet to the Point of Beginning; Containing 3.79 acres more or Less. ,~~~ LAr~rp ~, ~~ 4~~15T~`l~~~~~~,~. O _ i AM1'1A .7~~,ra ___ ADA COUNTY RE R J. DAVID NAVARRO AMOUNT 6.00 2 BOISE IDAHO 03:40PM RECORDED-RE UESTOF I~~~~~~~~ TITLEONE BOISE 110041993 TitleOne a title & escrow ca Order Number: A1091022 JGMB Warranty Deed For value received, Greenspur Investments, LLC, an Idaho limited liability company the grantor, does hereby grant, bargain, sell, and convey unto JLJ Enterprises, Inc. , an Idaho corporation whose current address is 1560 Carol St, Meridian, ID 83642 the grantee, the following described premises, in Ada County, Idaho, to wit: Land within Lots 5 and 6 of Edmonds Subdivision as shown in Book 33 of Plats at Pages 2050 and 2051, Ada County Plat Records, within Govemment Lot 3 of Section 19, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a found brass cap (comer record, No. 9149706) marking the West quarter comer of said Section 19; thence South 0°56'09" West coincident with the West line of said Govemment Lot 3, a distance of 465.95 feet; thence South 89°03'51" East 334.92 feet to the Northwest comer of Lot 5 of said Edmonds Subdivision, also being the Northeast comer of Volkman Subdivision, in Book 53, at Pages 4652 and 4653, Ada County Plat Records, and the Point of Beginning; thence along the North line of said Lot 5 of said Edmonds Subdivision, also being coincident with the South line of Lot 1 of Edmonds Subdivision, and the South line of Larkspur Subdivision No. 2, in Book 97, at Pages 12314 through 12317, Ada County Plat Records South 89°57'16" East 789.20 fleet to the Northeast comer of said Lot 5 of Edmonds Subdivision, and the Southeast comer of said Larkspur Subdivision No. 2; thence South 0°45'52" West coincident with the East line of said Edmonds Subdivision, 858.81 feet to the Southeast comer thereof, also being the Southwest 1/16 comer of said Section 19 and the Northwest comer of Observation Point Subdivision in Book 84 at Pages 9276 through 9278, Ada County Plats; thence along the South line of said Edmonds Subdivision North 89°59'01" West 485.25 feet to the Southwest comer of said Lot 6; thence along the West line of said Lot 6 North 00°02'21" East 229.40 feet; thence South 90°00'00° East 45.52 feet; thence North 73°42'15" East 163.80 feet; thence North 00°45'52" East 174.37 feet; thence South $9°59'02" West 114.25 feet to a 77.00 foot radius curve to the left; thence along said curve, an arc length of 67.17 feet, through a central angle of 49°58'58', subtended by a chord which bears South 64°59'33° West 65.06 feet; thence South 40°00'04" West 23.55 feet to a point on the right-of-way of E. Edmonds Court, and anon-tangent 45.00 foot radius curve to the left; thence along said curve and right-of--way, an arc length of 53.31 feet, through a central angle of 67°52'44", subtended by a chord which bears South 77°44'13" West 50.25 feet, to a reversing 20.00 foot radius curve to the right; thence along said curve and continuing along said right-of-way, an arc length of 16.13 feet, through • • a central angle of 46°12'12", subtended by a chord which bears South 66°53'58" West 15.69 feet; thence continuing along said right-of-way North 89°59'56" West 253.88 feet to the Southwest comer of said Lot 5 of said Edmonds Subdivision, also being the Southeast comer of said Volkman Subdivision; thence along the West line of said Lot 5 of said Edmonds Subdivision North 00°58'41" East 471.98 feet to the Point of Beginning. To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: May 5, 2010 Greenspur Inves6nents, LLC an Ida limited liability company BY• ~ ~~ Ronald B. Sargent, Member State of Idah County of Ada, ss. ~ ~j ~• ~ On this , day of May, 2010, before me, undersigned, a Notary Public in and for said State, personally appear Ronald D. argent a nown or ident~ed to me to be the manager or member of the limite lability co y that a ted th i li bili l d t ` ent or the person who executed the instnament on behalf of said th h li it d li bili d th t t a ty co ny, an c w m o a suc a ty company execu e e same. a m e ~ GLr Noary ublic .•~`'`~~~.'~6,.=:,,,~ Res&linginMe~dfan,ldaho Residing at: oln~1'`,jts,•~. My commission expires:ll-12.2010 4444~* My Commission Expires: p m~,: .~" '° ~F "~ ' ~ .~ . e ~ : ~ ~ ~ a_ ~ y Y ~ `Y " r_~ C ' T ~ '~ ,.~ • :~ i ::~ r ~= 4 °m t 9 p~• ®O y `40 ~YS~s i ~`~ 7+ O 'tl~ [t , aFS ~ =O `Sit4`ii • • AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: SslwTbcS+4 c:.un/S i - 51~kKa~l~ ~ C~FS 1 c~.~ , r-1-~~c-P~J7 (name) (address to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this Zta day of M A- ~-l , 20 c ~ (Signature) SUBSCRIBED AND SWORN to before me the .P above written. (Notary Public for Idaho) NOTARY _.,.. ~"~'tJBUC -•y~ ~y~~~M~~MN~~ OF IOp Residing at: G~ n,~:~,-R- My Commission Expires: 3 Z ~' ZO 1 (~' • • ~~ ~`~? ~ - ~ 3 ~ ~~ , m mmo ` ~i ~ o y" S ` ~ { o~ ~ ~'~ S STODDARD RD ~,` ~. v, o O ~ D ~' ~ -- ~ N !_ a ~N N T /~ ~ ~, ~, ~ Z~ ~ ~ ,~ v _ _ o -- Z w r °~~ ~ o ~ o~ ~ ~~; ~ ,~ ~~3 f ~ ~ v m~~ v o~ ~a ~ S MERIDIAN RD z ~ 3 <m~ 3, ~c -a m ~~~ -o r w ~~ 0 ca ~ ~ ~ v~ ~ ~ m o (n (~ Q ~ ~ -t m ~~ m ~ ~ ~ o ~ ~ .p -~-~ ~ ' "' AtlM H1S 1Stl 3 S = 1, O ~ =: ~ m ~ O ° ~ m ~ ~ ~ z D ~ v m `~ ~ S LOCUST GROVE RD ~ ~ W ~ D A q ~ m Z ~ r -- ~~ - ~ z ~ _ rn ~ ~• ~ 2 c . ~, ~ v N W N (n C c ^ LJ ~~ ~~ 1~~?a ~` ~ ITj! z ; ui mc~m 7c C_)'D cn ~ d ~ (n Ozvw33 A z m 3 Z ~ n 3 N y n~ Z O A N. 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'~ p ~ pObsR E ~ ~g^ '~d d ri ~ 8 ~& A~ ~ $ ~3 E ~ V e ~~` I ~~ oGOaaT13® •7® O~ .~ YE a~ ®01 I-n^Rm~~~~'~sa~e.r ~i~ ~ ~~~~~ii,~~~~~~ ~~ ~ kfB ~ ~vOO `o®®~O .F~,.. ® syddRB Is a:sa ,~ ~~ ~pp "~ JQ 'b ~~€f31! aaE ~~ @ ggggg 19yeG SX ~ ~~~ b~Q~~~~C'~~ ~ g~R~R~~R s~~„qy yyT q{~(i~ vG1754 '~ 9 ~~aE F s d ~R F a 'ti o y °z 1~1~~ o a ~i 'T b r y O `,i1 ~~b y O ~~~ b 1~, ~ ~-. ~l7 ~ a ~ 'ti ~ ~ z °~o`o ~ °mayz ~ ~ zz~> ~ ~oz~ y ~ - arc ~ ~ p ~ ~ ~ y rnyn~ ~ z `mot °z~ ~b o~y ti d zz ~ a ~ M m 3 a n 7 ~. ~---~4- 8„ TPfLE: R 007R OBDDLRIOB ~R~ARN,llpiyymym~~et 1°e~nvo s~mtR rc ' IWi D p P 1NY111' p ~ W ~ W etaecr warwn: coum wmN 23D n 2a OMNER/DEYEI.OPER: o BY DATE D89CR~TION lARL4PU 3 S PREfB@7ARY PIA7 ID' 'p'N UE ` ', _ 'V Ip y~ oR ~tml 'A V ~ ~°p ~ ~ ~ OREENSPUR IPIVES7MEHT5, LLC. w y l 187 M l4 at ~ PM ~PPR07LL 10077 RY RtN Nw-Mf svmENr 1 WILOWDOD AVENUE y B GL ID/86/87 X06 70R APPW7LL REV C OIA ~ CJA 181 ~ vII1W~ atamr~um.a~ Pt01tR CONT.ICT: GRfG RNDERBOx v.E. ~ ~- n~NG ~~ 13 ~ C GL 10/81/77 ®806 I0R APPH07LL WutR'G PNONE: (200) W3-0305 _ eFU E~(21128)IJB502300 00 l ffi61' PI IRBI-OB OBrRD.00 .®t owl Rs ais .w.TTOwws • • PRELIIUIiNARYlFINA~. ai ~ 9~zoas AkC}A COUNTY STREET NAME EVALUATION SUBDIVISION NAME: LARKSPUR StJUTH SUB t°~r AGENCY afncl AGENCY FILE NO: Meridian. PP 06-051 SECTIONI TOWNSHIP/ RANGE: 19 3N 1 E DEVELQPER: TREASURE VALLEY ENGINEERS INC ~ The street name comments listed below are made by the members of the ADA COUNTY STREET NAME CC3MMlTTEE (Under the direction of the Ada County Engineer} regarding this development in accordance with the Ada County Street Narne drdinance. overall final street names are subject t4 change at Final Plat phase levels due to design changes, time restraints and/ar previous recorded plat street alignments. THE~YF~OLILOryW~IN+C3 EXtSTlNG STREET NAMES SHALL APPEAR ON THE PLAT: E. EDMON Dr`J' 1 ,.°e 6`°~"` ~ ~.~ t/'€ ~ "~i (~ ;J t"~'~.t. s._ d -%+ t ~._„".~y~ < ~.:~ -f~~::• •r_ __._> +,;~ ~,. x._L.;'I'.. THE FOLLOWING PROPOSED STREET NAMES ARE APPRCI'VED: ` S. BLACKSPUR WAY ~"' ' E. BLUESPUR ST ~~ ~ S. D©WDY AVE '~ ' S. MARL©N WAY > ~ ' E. WHITEHALL ST ~ ' E. WHITESPUR ST *~~ THE FALLOWING PROPOSED STREET NAMES ARE DENIED: THE FOL.~.OWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF TI-IERE ARE CORREC'TI{)NS AND CHANGES KECOMMENDF.D, PLEASE MADE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WI'T`H NCI CHANGES REQUIRED AND THE MATCHING FLAT MUST BE PRESENTED TO THE ADA COUNTY ENGINEER AT TIME OF TtECORDING. ,. ~, . ~; ~` ADA COUNTY ENC_"r1NEEIt l~~l Ii11~IAN FIRE DEPARTMENT ADA COUNTY I-I.IGHWAY D:IS. ADA COUNTY SI-tERIFF Street Approval Sent: "~ Jim Farrens ~ _- DATE t ~ - / S~- d6' Representative_---~`-~7 C:~.:-~..~' _tw~- ~.~=-r `~.,.- DATE ~r> r ;J} Representative.__.~~~~---~.,.., ^~ DATE ~~"'~~M~ Representative_ DATE_~7?~~ ,~ Representatiwe~ t" ~ ~ ~ ~ RATE,.~~', ' ~~ - ---~Y=----- ~~ Map Check BOUNDARY BOUNDARY operator Date COURSE BEARING 1000-1002N 89°14'08" w 1002-1003N 00°45'52" E 1403-1004N 89°57'16" w 1004-1006N 00°00'00" E 1006-1007N 89°57'16" w 1007-1009N 00°02'44" E 1009-10205 89°57'16" E 1020-10005 00°45'52" w closure error distance> closure Precision> 1 in 3.79 AC. %%P 165172.41 SQ. FT. %%p U BOUNDARY.TXT Project Time 5/20/2010 10:38 DISTANCE PT# NORTHING FASTING DESCRIPTION 1000 698271.41 2455583.85 SE CoR LOT 56 B 160.00 1002 698273.54 2455423.86 BNDRY AP 79.78 1003 698353.32 2455424.92 SE COR LOT 1 BL 407.47 1004 698353.64 2455017.45 Sw COR LOT 1 BL 117.00 1006 698470.64 2455017.45 Nw COR LOT 2 BL 17.43 1007 698470.66 2455000.02 BNDRY AP 146.00 1009 698616.66 2455000.14 Nw CoR LOT 3 BL 588.31 1020 698616.19 2455588.45 NE COR LoT 51 B 344.81 1000 698271.41 2455583.85 SE CoR LoT 56 B 0.00000000 Erro r Bearing> N 90°00'00" E 1860808116239.29 Total Distance Traversed> 1860.81 Page 1 ~~~ May 20, 2010 2422 12th Ave Rd #323 Bi11 Parsons Nempa, Idaho 63888 City of Meridian Phone (208) 466-8181 33 E. Broadway Ave Fax (208)442-7856 lanee~AspsnE ngne®rs.com Meridian, Idaho 83642 SUBJECT: Statement Regarding Groundwater Elevation for LARKSPUR SUBDtViSiON NC.3. 3 24p E, Edmonds Ct Meridtan, fdaho Dear Biil: The purpose of this letter is to document that based upon the available geoteehnieal information that there is at least 3 feet of vertical separation Pram the centerline of the proposed road to the seasonal high groundwater, I have enclosed a copy of the site investigation report and groundwater monitoring information for your records as Attachments 1 and 2, respectively. Fee! free call me at (208} 466-8181 if you have any questions ar need additional information. Respectfully, Aspen Engineers, Chartered Lance Warrick, P.E. Principal Engineer ~SS~pNA t F,y~;i\ ~a~ _' 15 T~',~ ~~~ ~, ~~ 1 Q 7 ~~ cc: Aspen 10013 `~~~~ ~ ~~~'`~ % Gus Porter (Sawtooth Construction Staking} Jim Jewett (JLJ Enterprises} Attachments 1. Soils Evaluation for Larkspur #3 site by AES (August 12, 2006) 2. Groundwater monitor report for Larkspur #3 site by AES (October 19, 2006) C:1AspeniProjeL't5t2d1 011 00 1 31Ctrn85ptOutgo(ng11 a0S 3-Iw~ity~,241 p-QS-ZO.dac ATTAGHMENT 1 SOILS INFC>RMATION .~SS~CIATED ~+~~~~'~ S'CIFNCES, ~. ~~ 9~~f l< ~t}li ~ s•:~':at ~~_1t1€~~~; - 5 r~<~lt~t ~~~~_t~~ ~~~~~ ~ 13 ~ r ~ scrt~ ~;t ta~F.~~~ - ,<~>~i. ~~i r~. ~~i~ ~~~~ ,~~tti:,i~rrv~s ~-l~it_i ~~ S~r~P[_T~:r, t~l~~i~.rx,ti ~~c~_~, t t~: ~ rtcfi~~, ~i tt: t~~~~_~rx: ~~ ~~~~ film 1i. Lc~~ao fi2'~8 k.+~gE~vstcr L7ri~~~ IIois~, Itiastza v:3'?49 h[;tYri=_ ;ZC~3j t~72-9213 1=~~'{: ('LtTB~ 1572-~121~ Ce{!: {?4k~}~dl-72N5t Fi~rlc~,~ ft 'Vac i i~fS ?~. ;'tp~le~ra+zk 5~'~}~ Eikluc, i~talia 5~~'9 1'tt~?nc & i ~~~: X245) 9~9-bfi42 C`eli. 1248) 554-~~26 1?ack ~. J~E~aesan 138+ Tr. CrreenfFCtct riz~de~fic ;t~ieridian, td.eh«. ~__+6~~ Pho~c & i~rt?:, 1243} 593-a5~1 Cetl~ {2(?$} Sb9-9(>9~ August 1'~, ?~{~6 Chris ~~ebb Treasure galley Engineers, inc. 1'?0~ C~`h street North Nampa ID ~3~87 RE. Soils evaluatit~n +~n L~r~spur #3 sit+~ attached ire detailed sail profile descriptions for ~ test pits placed on the appro~ i~nat~ly 11-acr e site Iocated in a pa~~ Qf the ~Iorth~vest '~~ of the Southrwest ~~4 of ~ectic~n 1 }, ~o~vnship ~ I~LOrth, ~.ange l East, south of Ivleridian,Idaho. Also attached is a reap showing the test hole loc:atic~ns. ~.ll test holes mere advanced to a depth of l2 feet or more below around Ievel. ~Na ground~~ater Ewa observed in any of the e?~cavations. PVC pipes ~w~ere installed in test holes l ~t~~, ?-tabs 4-~6 and ~-0~ prior to backfilling to allo~~ for measurement of any groundwater that might be present. since no water .vas present at this point in the irrigation season, I would assume that no groundwater should be expected above l ~ feet below ground level on the site. A reading of the pipes once or twice before die end of the irrigation season ~vilI supportthis theory In all profiles the upper l4 to3~ inches is silt loam and silty clay Ioam. Directly belor~r is a rnodarately cerrzented hardpan that extends to a depth of from 33 to $$ inches. Layers of sandy loam having Leases of wear cementation are present to about I~4 inches below ground IeveI. Froze this depth to more than l ~ feet are sand3 gravel and. cobbles. Permeability rates for ail individual layers are shown in the descriptions. ~`he soils abse~°ved should pro~ric~e no significant restrictions to cleve3vpment r~rr this site. The hardpans encfluntered dig ~~~ith ar~ly minimal difficulty. `phe hardpan layers should be penetrated, rern.oved and replaced with filter sands where storm drain facilities are constructed.. the underl~~ing sand and ,gravel allovw for free drainage of the profile. ,, y ;;~ ~ 3 .S~~~ar.~ ~1~t.~E? ~~ ~'~ sa~z~~~lc~ ~vasvatl~erecf fro~1~ the (~ tc~ ? 1 i7~ch layer of test hale ~-tab for Revalue testing. `l"l~o~e ~~~~~~le~ ~~~ere delivered tc~ tl-~e ~~'[~t~rial~ Tostin~ and. In~peetlon Iab #or anai~~si~. Results should be a~railahle in about 1 ~ days. t~nce I receive those results, ~ ~~i11 for~.~~ard them to yo~~, t w~~u1d ~rediet test ~ralues to ~~ in the range of to1~. lfyc~u l~a~~e a~tiestions car need arly-tl~irl~ f~dditional, please contact me at 850-4'26. tr~rrr~rsrif~e~t vier ~-~r~r~i~' fl:Ak~E~'~ ~.1~~~}E Professional Sail Scientist +~~: ~~~~ attael~,n~ents: R.on ardent, l~arkspura l:.,C, 1771 T`. ilcl~vt~t~d, Suite 201, Boise, ID 8371 s • ~~s~'~iated ~ar~ Storm C3rain "Pest !-Idle Ctescription & Evalt~ati~rt Qate {?f Ev~lr,rati~n, 8; i+~12p',?~ evaluated t1y. Harley R, Noe, Professional Sail Saaentist F##~egtuested By: Larkspur, ~~C ATft~: Rt~n Sargent !'t~d~~~. ~ ~~ ! F'~_ ~'"v~(IC~1ffL`.1t~Ci, J~II u LQ'~ .. ~" i t~~'~'. 3~ i "P1 City' i5oise State' lC} Zip: 83713 Legal Qesc: part of raw l ,'4 e+f SV~i 1 /4 t~f ~~tii7r ~. T. 3 Al., ld, l I=., Boise Meridian, Ada County, ldt7itto genera( ClesrC; About ' ~'~ n}i.e r~arfh of Victory Road an East side of Mar"sdicxn Road at end of Edmonds Court Depth Est. l'ermeabll (tnche~} Color Texture +Glay ~, Rooms Moft[es itr-~+!rl Comments dole Number & Location: ~ -~+~ ~~~ 0 to 14 1 QYFi ?r'~ silt !©ana 22 to 24 common verb fsne, erne $ medium none Q. S to i friable 1nai8t 14 to 33 1 QYR ~/~1 weakly fn modersfe€y rement$d hardpan anmmon very tine $ Erne ncsne b.5 tat h' hfy ftun5c# 33 fa € 2 1 t}YR ~:'4 sandy bay 1Gi tit to few very fine & ftf~z none 2 #a 6 very friat3le moist 7Z to 113 t OYR 5f~ sandy raarn 5 fo~ 8 nrrne n~rrre 4 tis8 fria(sle rnatst 1 i 3 }0 1 ~8 tQYR 7f3 & dtd moderately rernented hardpan Wane Wane <~,~32 dense in placa '~~8 to f 52+ variegated extrer~fy c}rave3ly sarid <~ Wane Wane t5 to 2a+ ~1~~'A~ cobbie&;, Itx3se fn P'ta~ General Notes: Sic~pe 43 to 1 percen#, htct free water or wetness to 152 inches. Hole NumE~er & Lc~catit~rt: ~-Q~t d fo 16 10YR 3r3 sir slay h 35 to 4Q common ver`y+ free & fine, few medium none t~.OB ftt 0.~ ~ frttrt trtidi8~t; r~ sC wet t~ to 48 1t}YR 7I3 moderafetyty stroly cerr~nf~i hardpa» common very fine fine in fractures of upper 32 inches Warta <q,2 settee of haritpar~s; h3ghtyfirac~ured t~ktW 32 I11rhe8 ~i~ fo E ~ fOYR 3,`4 loamy coarse sand ~ ~i $ rcne none 6 to $ 20% hardpan ft~grt~ertts; tenure appmaches sant#~r k~rrt r' 5 ko 9B 10Yr`i 7,'3 tr~derafety cemented ham ar4 ~ ~. ~~a name 0.5 tot moderately frac#ured; t~ moist g6 Eo i~i8+ varier~ated e~~tremely gravelly sand ~ nrrn~ none 1~ to ~€}~-~ lattse general Motes: Slope fl to 1 percenf, i~fct wetness or free water to 14#3 ir~h~s. ss€~ci~~eci ~~~ ~ Storm Dry n Test Note Descriptitrrt & Evaluation ~~~I~C~~a 1n~» Cvntinuati©rt Sheet Fate C}f E~rafuatton; ~/td/z~~~ F~ro~ect. LC~rkspt.rt #~3 ' ~ ' ~o1z~r Textut~ +~t~y 9`~ ~taot~ litlotf(e~ ~~ mrr~enfs ~ r nch~s) }-~nFfa Numh~r R Lr~t~~ticxn~ .~-~~J ~ ~~ 0 to 10 90YR ~~'~ sat ltiarr~ 2~3 to 26 ct>mmon very fine fine, €e+u med€un~ none t}.S to 1 sl' htt}~ ftctn rrx~ist i0 to i3 10YR ~;4 nifty clay Loam ~Q to 32 common very fine, fine i~ rnedivm Hurts b.2 to fl.8 arm moF~t 13 fD ~fi tOYR ~;4 rndderatety to stresngiy cemented hardpan f~r+ very fine & fire to 28 inCMes ttpne c~},~ routs in fractures only; moderately fractured 4~ to 75 ia~'~ 7t4 ~ 4,rd weakly cemented hardpan #tORe Harts fi.5 to 1 hignlyf~ac~u~st, pte~ ~dy err Srs11 T5 tc 1 ~^4 1©YR 4 `& sandy IQarn g tp $ none nine ~ to 8 ve ftt8itle malt 2~ to t 50+ varte~tated extremedp graveSiy sand <g none none 7 5 to 2Q+ 2tt°~, c~bb{es; loans In ptac ~ertera! t~ote~: 4(cpe? 0 to ~ percent N~ free wt~ir3r or><tiretness evidence to 15th inches. Sand >s rnotst ire ~~~}t~rta Gf ~;it. Hate t~urrsber• ~ Location: ~-~~~ ~!~#Q I ~ to 2i tf~Y'R ~f3 silty clay foan ~~ to 32 many very fine $~ fine: fir medium note t1.2 tc 0.6 £rrn rrtoist; LAYER SANtPLEC} ~'t3R R- VAL~tI~'f`~STIt~G 2T fo ~4 1~YR 4I4 silt Dram 24 tc 26 fervti<ery fine 8 fine none fJ.S to 1 very ft~ablB -ttaiSt ~ to 5~ 1CtYR r"E4 moderately cemented hardpan few very fine & f[rte in fractures €tprt@ 0.2 tQ ft.6 ~a~ frunsd 5~ to 15~+ variegated extrerne)y ~raveily sand <~ none nine ' 'i5 to 2€3~~ tt.e in ~; 25~r cttbbtes Gener'a(t~otes: ~Ic~pe D fio l percent, t~dr~ free u~~te;-r;r wefine~~ evidence fio i56irhes. ~s~a~ia~ed E~~~ ~ Str~rr~ i~ran hest Hoi~ [~escriplit~~t ~ Eva1>~~fian ~I~t~CG'S, ~C. Cor~t~n~a~~att Sheep 1~ate t~~ L~valuatt~ie~: ~~it~l2~~ Pro~a~ct; Cc~rfcs~ur ~~~ ~~~~ Color Textu~r~ Clay °~ ~ ~t~i~~ ~~. ~ern3. Cc~Enx~t~t~~ (l6Y~C~tS} (Inlhr) 41niw Ai~ymhar R t nratnn~ S~I~~ 6 to 13 10YP ~t3 slit IoaRt ~4 tD 2fi many very Fne ~ ~r~e r~e~n~e C3.S tcs t very ffiabfe rttQiSt; 8Arr1® f$i/It due to irrigation pondirs t 3 to 23 1 AYR 3J4 sick laarn ~ ~~ 24 carr,mon very fns frne, few medium ~t~rte 0.~~ to 1 very frfiabte mcrist ~3 ?© 49 1t~YR 7l4 moderately cemented hardpan few very fine S~ fne in fra~ures none Q.~ ttl U.~ upper t2 inches rwn fractured; fov~r ptsri ~ rrtoderately fr~tCtt~rEtt! 4J fo 65 10Yf2 41+~ sandy loam ~ t~s t!~ nor~~ gene ~ to $ bte moist; 5'lo raves 65 ko f ~6+ varsegatec~ extremely gravelly sand t3 none ridgy 4 #Ct '100ae iat t~ESB; 20°Io Gt1lsbte~ Cer~~ra! Nofe~; Sf~=~e 4 ~o t perc~r~t. P~~o ~e~ ~sac~~~r ~r ~+re~tn~ss~ evit~enc~ t~ 1 ~d ir~ct-e~. Sr~r~d is moist of i~cf#c~m ~f fit. Hale Number & ~acatiott: !~-~~ 6 many very frne and 0 to 12 1t3Y~ ~i4 silt roam ~4 fo 26 fine: few r~nedium rttxie t}.9 tEt 1 friable moist Crsmmon very fine ~ '12 tQ 22 1 C7Y~R 41~{ sitYy clay loarr~ ~8 fo ~3J fine, fear medium rro€re s~.2 tC~ Q.8 f~abka to firm moist common very fine ~. 22 try d2 f ©YR 613 6ne sandy barn 40 to 12 frne, few medium »r ~ t~G ~8 ve ~ fl~bte ~soisi; hi fit c~rborrates few very fine ~ fine it? f 42 to ~8 16Yf~ 7I~ moderately cemented hardpan fractures none 0.2 to 0.6 maderafe €!~B€e.€Ltt4d nearly loose ~S ptaee; 1596 arrgeriar 88 to t ~~ 1 ~rYR 416 sandy toarn 8 ttz 1~tt ' rsear~e rune ~ to ~ hardpan fro ~ extremely gravelly ~ loose in pig; 14 cets; tt~rt peg 9~ to ~ 5p+ variegateri sand ~3 mane rre 15 to 2©~ ern tc>p of ~a+rot r ~enr~ra! NQt~s: Slc:pe 4 to 1 percent. N+a tree vwafer or wetness evidence irs 154 irtiches. ' • • ~S~E3C1~~£~ ~~~~ Starm Dr~.i~ ~"e~t Nale ~~es~ription & Evaluation ~~It'C1C~S, nc. Ce~ntir~u~tiort ~he~t C~art~a Qf,Evalua#ion: 8/~~I240& Project. Larkspur #3 in Colcsr T'ex#ure Ctay °lo Roots N[o#tte5 ~y~"' Ci+D11111'ltt { ches) 4fnLr ~.IftrnS~nf 1~` I an~'4irtiry~ ~w.(lA ~ ~C~V~ 4 to 13 1©YR 3I~ stay stay loam 32 to ~5 many eery fine 8~ fzn~, few medium none tf.t~ tt~ fl;2 tit trnoisi 13 to 22 10Y~ d!8 siEfy clay taam 28 to 3d GD(f'i(Tt6ff YBry filte Sc ' fine; few tnedturn " ncu~ tt.a to O.:~i f"srm motif 22 to fr8 iGYR 'td moderately fn strongly ~emerted hatd~a~n few very frse to ~~ inchaS in factures nc~~te Q.2 #a C1:6 ~trfis in 1`r~a~res onty, fti hty fractured ~8 to 122 101'R 3~ sandy ioarrlt 7t3 to 4~ none e~er~te 2 to d f~sin tti$~S$ Are c~srt~~tted t22 to 144 vaviegate~i very c~ravetly sand <3 none tt 95 t~+ IdoSe irr lace; 1S°~6 Ctrbbk~ general Nptes; 51 , -~ 0 fo 1 peroent. Nc~ Eros wafer c`•r evidence of wefin~ss to 144 inches. • ~~~~ `~~ . ATTACHMENT GR©U~IOWATER tU1C}NlTQRINC RESULTS ASS~C[ATED .~~-12T~ S"CI:F~CES, ~. zl~r~ t< tic~lt ~; r;~~;t~ t a~t~€~~~~ _ ~ r<~-~~~ r~~+~t~ ~,~,n.~ t~:~ t t ~ .~~}} ~tl~L~t~.~•~- s<»t l~ [_}~},~~[y } .~,~t~.~t~tc._i} }~~' ~~~~ ~t.t }. 4~~tr! }~t. ~~}c~~.r~<;1 ~~:~ f;, ~ tt,_l} lt~~~ . ~:!} t~ }~~~1 s}~rt: ~ ~ tr~~ tiler, fi. l.~3~ttn ti:~R t_d~cwater Cirice E?~i~c, Iciahc> £i3'?ii~J 1't:;%s;; y~J~~? ii ' t~? 1~ ! 1~ t2(1~S} f~"?-Q?l4 ~'t31. !?ti8t 4~#! ^~34 F3arl~cp~ it. ?~~oe ~"74t? i~..1p~ie[arc~uk wV~} Ifc?i~e, tct ii~i~. '~ ~ _;? }'1=,~>ne d: F~~i: t.~t)$; `?~9-8Ci02 {'eli~ {Zt)ti} 850-4~3~b >49ar}ti }~, .1Gl~E~son i~8ti ~! Circ;eFrii~lcf :l~sttii. ;VReritiiatt. !clati~. t ±~1~ Plume cl } t1\: f208} $48-c)~~! C'rlI: r2!)8} 8U9~~[it39 ~._._~ x__ r n ~snnc Treasut-e fi~~alley I~ngirieers, ~n;. l2{~4 6~ Street North Nampa, I~ 83687 ~~~: Gr~ot~nthcvat+~r rne-~tior report fnr~ L~arkspt~r ~ sife Attached is the monitor data fathered fre~n~ test pits placed on the above referenced parcel on august IQ, X006. Also attached is a map showing the test hole locations.. Pipes ~~°ere placed in four of the test hc~lcs pricer to bac~fillir~g to allow for measurements that represent groundwater ~~ctivity on the site. The pipes were measured ~~nonthly since installed. ill pipes have remained dry on all n~easurcznents. The cattle in the pasture destrcwed the pipe in test hole 6-t~6. There is no reason to believe free water would he present ~~ that foc~tion anti not at the other locations ~~hen all were dry at cxcavationw used on these readings and ~e characteristics observed in the soil prof les, I would not e~cpect groundwater to be present within a depth of l~ feet below ground lei{el. This is alst~ supported E~S~ the absence c~i' grgi~ndu~•ater iri fz~,~~e test hales. excavated in '"p(}~ on the property adj~~cent tc~ the north. If you have clt~estions or need anything additional,. please contact me at 8504926. trt~~~sttri~t~~ ~riu ~-rna~t H~RL~~' R.. NOL Professional Soil Scientist cc w~ attachrnents: ion urgent, I~arksp~~r, I~LG, I77I I~. ~ildwavd, Suite 20~, Bone, I~ 8371 ., L~ ur #~ ~i~>e ~{~Q~ 1~1>t~>r!!~~orir~c,~ p Values ire deptf~ bylaw g~-~ur~cf level ire it~~cE~es Htx~~ tdum~r Bvt~~ra~ t~f hcr[e at dig 8f10 ~,~~ Ji12 ~IQi1Q 1•~6 151 151 ~ ~1 161 'C 5'( 2-a~i 141 1d1 1~i1 "I41 141 4•~ft ~i63 163 163 163 16~ 6-t?6 141 141 141 dent dest 9t2 -The pipe is broken but intact at ~-i)5. The h~Pe settled and left 33 inches t~f pfpe sticking up and the stupid cows have rubbed vr~ it Take a saw next 6tne and cut 1 inches elf fine pipe t~ see if the cows will leave it al©ne. 912 ~ pipe broken off cf #6 & na measurement pass€~(~ 1 • • -- - ~..- ~. _. 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FFF ____ ___ - o z 0 S C ° m n ~ i _ ~ o r r, Z °- ~ ~ z m G7 ~n o '"_ v z '~ 0 o ~ np m$ 5'-0" u o ~ ~, 0 ~A ~, ~g Im r ~ ~a~ ~ ~ ~ £; ~~ 4U ~Y ~ m> £^ Sx mm o6 "' ~~ `o 8 E ~ ~, _ Sm p• D~ ~ xg S~ a K a - p ~ Mho i v n m~ C ~ _< Z ~ I D Z fTl ,l7 D ~ I m IZ 'n fTl --i--'~- 1 ~ T m i ~ ;i I r ~- - A~ ~ 'f dn~> ~~ ~ 4 _ O ~ ti - ~ 5 :~ ~ 4 J O ~ ~ g D 6> ~ m$ m Y ~ o g ~ ~ < ~ F Y~ s Z ' ~ a : O f YA „o> 4 o 8 b f TI g ~ f TI n " ~ y "~ ~_ ?m ^^ D ~ ~ ; ~o F D ~ (n m 4m 8 ~ 8 ~ ', y R ~ ~ fTl ~ ? ~ m F a ~ ~ ~ ~3 o m m m N 4 D ~ s o - ~ ~ ~ a -{ O Q _ Z7 0 € ~ a _ " (~ [ m 8 ~ ~ m O n _ Y Z ' O ~ ~; v LARKSPUR SUBDIVISION NO. 3 3. U ~~~ x s ~ ~n ~U '~'" ~ ~ n u Z ~ 3 Q z ° _ o 3 _ MERIDIAN, IDAHO p % R' >L, 3k ~" ~° goo i ~~ : m ~° - LANDSCAPE PLAN ~""~ ~ ~'~Ad~;t~~~~`~ a ~ _ . - • • .~ (i ~-~- ~~~D~~ ARTICLES OF INCORPO N ~~ RATIO .~ .~t1H ;~ ~~ 53 PN f O ~ OF ~ ~~ # S c ";+. ~ ' ~ ~, ;•f JLJ ENTERPRISES, INC. .., 1... a - ,~ M ~~ 1. Name. The name of the corporation is JLJ Enterprises, Inc. ~ S~ # a :, 2. Authorized shares. The aggregate number of shares the corporation is autho~d td issue shall be 100,000 all of which shall be common voting stock. 3. Registered office and agent. The registered office of the corporation is 6223 N. .Discovery Way, Suite 100, Boise, Idaho 83713 and its registered agent at that address is James Jewett. 4. Incorporator. The name of the incorporator is Scott A. Tschirgi and the incorporator's address is P.O. Box 1097, Boise, Idaho 83701. 5. Initial Directors. James Jewett 6223 N. Discovery Way Boise, ID 83713 6. Corporate purpose. The purposes for which this corporation is organized are any lawful purpose for which corporation may be incorporated under the Idaho Business Corporation Act. 7. Board of Directors. All corporate powers shall be exercised by or under the authority of, and the business and affairs of the corporation managed under the direction of, its board of directors, . subject to any limitation set forth in a shareholder agreement authorized under section 30-1-732, Idaho Code. The number of directors constituting the initial boazd of directors shall be 1, and the names and addresses of the persons to serve as directors until the first annual meeting of shareholders or until their successors are elected and qualified are: James Jewett 6223 N. Discovery Way, Boise, Idaho 83713 8. Voting. Each outstanding share entitled to vote shall be entitled to one (1) vote on each matter submitted to a vote at a meeting of shazeholders. Shareholders do not have the right to cumulate their votes for directors. 9. Indemnification. The corporation shall indemnify the directors and officers of the corporation to the fullest extent permitted by the Idaho Business Corporation Act, as the same exists or may hereafter be amended (but, in the case of any such iamendment, only to the extent that such amendment permits the corporation to provide broader ;indemnification rights than the Idaho Business Corporation Act permitted the corporation to provide prior to such amendment). ARTICLES OF INCORPORATION - ! ~„ ~ ~ ?~ aj --.. _ ~ • 10. Limitation of Liability. No director shall be liable to the corporation or its stockholders for monetary damages for breach of fiduciary duty except liability for: (i) the amount of a financial benefit received by a director to which he is not entitled; (ii) an intentional infliction of harm on the corporation or the shareholders; (iii) a violation of § 30-1-833, Idaho Code; or (iv) an intentional violation of criminal law. I, the incorporator, for the purpose of forming a corporation to do business both within and without the State of Idaho, and in pursuance of the laws of the State of Idaho, do make and file these Articles of Incorporation, hereby declaring an afying that the f herein stated are true, have hereunto set my name, hand and seal this ~aay of Janu , 2 1. Sco A Tschirgi ARTICLES OF INCORPORATION - 2