The URL can be used to link to this page

Home My WebLink AboutBellabrook Subdivision CUP 1",.,...,. , ( '~\..: ",,- 'CITY CLERK FILE CHECKLIST Project Name: Bellabrook Confact Name: Ross Erickson File No. Phone: CUP 07-005 867-3954 Date Received from Planning and Zoning Department: March 2, 2007 Planning and Zoning Level: Hearing Date: April 19, 2007 []] Transmittals to agencies and others: March 5, 2007 []] Notice to newspaper with publish dates: 2-Apr-07 and 16-Apr-07 D Certifieds to property owners: 11~:Hus ~t'1t" J-eJ..3-D7- D Planning and Zoning Commission Recommendation: lk:J Approve. D Deny , 7 J Notes: t2--c Noh'r'..e.& {7;r Itr 7-d.-Y-07 cc- lPlAbU~ cJ~s ~ -1J f)-I--/r~5 mtl.J v~ on &r-dCj I/~ City Council Level: D D D D D Hearing Date: s-~~ ~-I Lf 4-:;7-07 Transmittals to agencies and others: Notice to newspaper with publish dates: 0/ - 30 and Certifieds to property owners: (lo+-r~{ s ~t City Council Action: ~ Approve D Deny Findings / Conclusions / Order received from attorney on: Fin · gs / Conclusions / Order: ~ Approved by Council: Copies Disbursed: ~ Findings Recorded /D~elopment Agreement: D Sent for signatures: D Signed by all parties: D Approved by Council: D Recorded: D Copies Disbursed: Ordinance No. Ruolutlons: Olginal R8s I Copy Cen: Minul9book Copy Res I Copy Cart aty CIafl( CIty ~neer City Plenner City Anomey St9l1ing Codfiern Project File Deputy CIefk Copy R9s I Oiginel Cart Ad!I COLlity (CPAs) ,A.ppljcant (non-CPAs) Ft.eordlld Ordna.ncn: O1ginal. Minut9bMk Colli 9'S to: City Clerk Stele Tax Comm_ Stlll9 TretlSl.rer. P.ud kIr . Assassor Stet1ng Codfiers Ci ty Anomey Ci ty EI'\OiM<< City PIeMer Project file Appkllnt (if eppt) Deputy Clerk Andngs I Ordtrs: Oi~nal- Mnulebook Copies to. Ac~CNIt ProjQCt file Ci ty Engineer City Planrwr City Attomay Deputy Clerk U RteordVa.ca.tlon Flndngs- RKordlld O....flopm.nt .oQrum.nts: Oi~ntIl.Fir"priXIf Fila Copies kl'~pkl!lnl PrOJfJCI file City Er\OlMM Ci ty PlM1ner Ci ty Al10rMy Deputy CIefk D D D D Approved by Council: 'V Recorded: Deadline: 10 days Published in newspaper: Copies Disbursed: Notes: ~'-~~I TRANSMITTALS TO AGENCIES FOR COMMENTS ON N 'DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN i~ /0 insure that your comments and recommendations will be considered by ~~8~ the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: April 12, 2007 Transmittal Date: March 5, 2007 File No.: RZ'07-006/ CUP 07-005 Hearing Date: April 19, 2007 Request: Public Hearing-Rezone of 4.38 acres from an R-8 to an R-15 zone and a Conditional Use Permit approval for multi-family residential use in a proposed R-15 zone for Bellabrook ) r, 4 )~ ~ cMe~;dl~fF IDAHO MAYOR Tammy de Weerd CIIT COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree Shaun Wardle CIIT DEPARTMENTS City Attorney/HR 703 Main Street 898-5506 (City Attorney) 898-5503 (HR) Fax 884-8723 By: J.E. Development, LLC Location of Property or Project: 300 S. Locust Grove Road Fire 540 E. Franklin Road 888-1234/ fax 895-0390 Steve Siddoway (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 David Zaremba C/C Water Department Sewer Department Sanitary S$rviceS(No VAR, VAG, FP) = Building D~partment I Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department _ Economic Dev. (CUP only) Parks & Recreation 11 W. Bower Street 888-3579 / fax 898-5501 Planning 660 E. Watertower Lane Suite 202 884-5533 / fax 888-6854 Police 1401 E. Watertower Lane 888-6678 / fax 846-7366 Public Works 660 E. Watertower Lane Suite 200 898-5500/ fax 898-9551 Building 660 E. Watertower Lane Suite 150 887-2211 / fax 887-1297 Wastewater 3401 N. Ten Mile Road 888-2191 I fax 884-0744 Your Concise Remarks: - Water 2235 N.W. 8th Street 888-5242 / fax 884-1159 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 I rrig. District Idaho Power CO. (FP,PP,CUP) Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR I SW Meridian: NW Pipeline CITY HALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433 CITY CLERK - FAX 888-4218 FINANCE & UTILITY BILLlNG - FAX 887-4813 MAYOR'S OFFICE - FAX 884-8119 Printed on recycled paper . ( t1:~' ~~, ~... ..~ ..... /' .... .."'.n.'Y~f.f 'tf..:11l.....~..,'~......~.:.:f;.~...l~"...~.')'.." '-/VL e'7di;it:.,~/ 'A\ (,,,-v.; ~ In '\110 . . p '-y . \?~~:'~,><j >,' Planning Department COMMISSION & COUNCIL REVIEW APPLICATION , .<. ~" ;.. ..:,}..L fi. Type of Review Requested (check all that apply) c Annexation and Zoning o Comprehensive Plan Map Amendment o Comprehensive Plan Text Amendment [81 Conditional Use Permit o Conditional Use Permit Modification o Final Plat o Final Plat Modification o Planned Unit Development o Preliminary Plat tiJ Rezone o Time Extension (Commission or Council) o UDC Text Amendment o Vacation (Council) o Variance E83 Other - Private Streets STAFF USE ONLY: File number(s): R:c-Ol-CX)(P) c..uP-O.l-ooS. PS-01-CJ02 Project name: B-e J\ lLbvno L Date filed: 2..-15-01 Date complete: ~-I -0. Assigned Planner: SCfY''1 "'- W"lLt- te...-.! Related files: Hearing date: 4-I(l:..o~ Commission o Council Applicant Information Applicant name: J.E. Development, LLC Applicant address: 1854 E. Lanark S1. Meridian, Idaho Applicant's interest in property: 181 Own 0 Rent 0 Optioned 0 Other Phone: 208.846.8955 Zip: 83642 Owner name: J.E. Development, LLC Owner address: 1854 E. Lanark St. Meridian, Idaho Phone: 208.846.8955 Zip: 83642 Agent name (e.g., architect, engineer, developer, representative): SLN Planning, Inc. c/o Shawn Nickel Firm name: SNL Planning, c/o Shawn Nickel Address: 148 N. 2nd Street Suite 101, Eagle, Idaho 83616 Phone: 208.938.3812 Zip: 83616 Primary contact is: 0 Applicant D Owner ~ Agent 0 Other Contact name: Ross Erickson E-mail: ross@ericksoncivil.com Phone: 208.867.3954 Fax: 208.846.8956 Subject Property Information Location/street address: 300 S. Locust Grove Road Assessor's parcel number(s): Sl117223480 Township, range, section: T.3N R.1E Sect. 17 Current land use: Single Family / Pasture Total acreage: 4.38 Current zoning district: R-8 660 E. Watertower Lane, Suite 202 9Meridian, Idaho 83642 Phone: (208) 884-5533 9Facsimile: (208) 888-6854 9 Website: www.meridiancitv.org 1 ( Project Description Project/subdivision name: Bellabrook Villas General description of proposed project/request: Re-zone (R-15), 34 condominium units, 25-[00t landscape buffer along Locust Grove, micro path to Five Mile Creek, 10-foot multi-use pathway along Five Mile Creek, amenities Propos ed zoning distri ct( s): R -15 Acres of each zone proposed: 4.38 Type of use proposed (check all that apply): 181 Residential 0 Commercial 0 Office 0 Industrial 0 Other Amenities provided with this development (if applicable): Open Space, pathway system, art Who will own & maintain the pressurized irrigation system in this development? Nampa Meridian Irrigation District Which irrigation district does this property lie within? Nampa Meridian Irrigation District Primary irrigation source: PI System-From G-irr along church p/t. Secondary: City of Meridian Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): 86,213 sq. ft. Residential Project Summary (if applicable) Number of residential units: 34 Number of common and/or other lots: Number of building lots: 1 Proposed number of dwelling units (for multi-family developments only): 1 Bedroom: 0 2 or more Bedrooms: 34 Minimum square footage of structure(s) (exc!. garage): 1300 sqftJunit Minimum property size (s.t): N/A, Condominiums Proposed building height: Per MCC Average property size (s.f.): N/A Gross density (DU/acrewtotalland): 7.76 Percentage of open space provided: 45.2 % Net density (DU/acre-excluding roads & alleys): 8.61 Acreage of open space: 1.21 acres Percentage of use able open space: 27.7% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Entire site is common w/ landscaping Type of dwelling(s) proposed: 0 Single-family 0 Townhomes 0 Duplexes 181 Multi-family (Condominiums) Non-residential Project Summary (if applicable) N/ A Number of building lots: Gross floor area proposed: Hours of operation (days and hours): Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at anyone time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Other lots: Existing (if applicable): Building height: Authorization Print applicant name: J.E. D Applicant signature: Date: tertower Lane, Suite 202 9 Meridian, Idaho 83642 3 9 Facsimile: (208) 888-6854 9 Website: www.meridiancitv .org 2 ( SLN Planning Inc. 148 N. 2nd Street Suite 101 0 Eagle Idaho 83616 0 Office 208.938.3812 0 Fax 208.938-5873 February 15, 2007 Honorable Mayor and City Council City of Meridian 33 E. Idaho Ave. Meridian, Idaho 83642 RE: Bellabrook Villas Conditional Use, Rezone and Private Streets- Letter of Intent Dear Mayor and COlll1cil; As representative for J.E. Developers, LLC, please accept this application for Bellabrook Villas, located on the east side of300 S. Locust Grove Road, approximately 900 feet south of Franklin Road in Meridian, Idaho, Section 17, Township 3 North, Range 1 East of the Boise-Meridian. Bellabrook Villas is designed as a multi-family condominium project containing 34 units on 4.38 acres, with private streets, and a request for rezone to an R -15 designation. The gross density for the project is 7.76 dwelling units per acre. This letter is included with the land use applications for conditional use pennit, private streets and rezone, together with filing fees and various exhibits. The enclosed applications have been submitted in accordance with the requirements of the Meridian Zoning Ordinance. As a result, this application does not include a request for variance or deviation from the ordinance. The development has also been designed to be in compliance with the intent of the Meridian Comprehensive Plan. Specific Comprehensive Plan policies that support the requested zone change include: · Population Growth Goal 1, Objective A, Action 6 (New development provided with Urban Services); · Land Use Goal Ill, Ensure public services, Objective A, Action 1 (Development projects planned public services); Goal IV, Objective C, Action 1 (compatibility), , 5 (sidewalks, curbs, gutters, etc.), Objective D, Transportation Conidors, Action 2 (Restrict curb cuts/access on collectors), Action 10, (Support variety of residential categories); Goal V, Diversity in housing, Objective A, Action 4 (provide wide diversity of housing types (single-family, multi- family); Action 10 (Support infill of vacant lots when compatible to surrounding developments; In compliance with Comprehensive Plan.) Rezone Although the proposed gross density of7.76 dwelling units per acre meets the allowed density for the existing R-8 base zone, a zoning designation ofR-lS is being requested for this development to allow for the multi-family land use. The density is in compliance with the intent of the current Comprehensive Plan Future Land Use Map, which designates this area as Mixed Use Community, and allows for a residential density of 3 to 15 dwelling units per acre. ( Conditional Use PermitJPrivate Streets The 34 individually owned, 2-plus bedroom condominium ''Villas'' will be attached in combinations of two and four dwellings each. All Villas will have two car garages with two additional parking spaces available in each driveway. The proposed buildings are depicted with a two and three story elevation for each group of dwellings. The street system throughout the project will be private, and has been designed in conjunction with the Meridian Fire Department to meet all fire safety concerns, including individual unit addressing. Common landscaping will surround each building to provide a minimal amount ofhardscape within the development. Usable open space, in the form of pedestrian walks and a gathering courtyard will create a centralized community amenity with a connection linking the project to the future Five Mile Creek regional pathway corridor. The gathering area will include seating, shade trees and community artwork. Additional common area includes a buffer along Locust Grove Road and landscaping of the eastern strip leading to the Five Mile Creek area. The total common area for the entire development accounts for 1.98 acres, or 45.2% of the overall property, with the usable open space accounting for 1.21 acres, or 22%. All common landscape area will be owned by the Homeowners Association that will be established for the community. An outside company will be contracted to maintain all common areas, including maintenance of the private streets (i.e. snow removal, parking violations, etc.). Drainage will be handled by on-site detention areas and will be designed to the standards of all appropriate regulatory agencies. A pressure irrigation system will be provided for all common areas within the development. Sewer and water service will be available to service this development and will be provided by the City of Meridian. In conclusion, Bellabrook Villas will be a quality and compatible addition to this area of Meridian. The development is adjacent to existing residential uses, with great thought going into the design of the project to insure compatibility through responsible landscaping and buffering from the neighbors. The requested zoning to R -15, along with the proposed density, are in compliance with the City's Comprehensive Plan, and will benefit the public interest by providing a unique, diverse housing need to this existing mixed use area that currently has office, a church and single family uses. This application submittal includes all items listed within the appropriate application checklists. We look forward to working with you and your staff and request approval of this project. Sincerely, f ~ 2. VJ~~J .-/ --f-/'-J--v..r---- '-' / '- Shawn L. Nickel Representing J.E. Development, LLC ,~---~ ( Bellabrook Villas Boundary Exhibit LOCATED IN THE NW 1/40FTHE NW 1/4 OF SECTION 17, T3N, R 1 E, 8M, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2006 CP&F lIiST; llCJ. f()4151985 I~B ~- -- E 18 17 · 1 ~+ ~ ~ t.5 h-. ~ ~ """'" :J~~&PROVAL " FES 1 6 2007 FRANJ(LIN RD. MER\D\AN PUBL\C WORKS DEPT. , .. I~ ($ j~ . r~8. (X). ~r "". 'OJ ~l I ~ (fj i ~ t..~ to. ~ 41 I tii 1.0 ~~ ~ t {Ii 'V- i ~ t") ~_-;l ~ tJ) t'} h ~~i ~ . 40' N 1/16 ~ ~ I -- PO/PI r OF BE Glf/lv/NO -~ 944.94 ' S 89"57~19~ E ~ t-")'" ~~ ~ I" ~h, V) N 89~9J7# "'I 567.77# AREA =: 4.38 ACRES ~ 0) (:;) t:) ~ ~ "\} ~ M t:) V} N 89"58107" J}' 3?~ 18' . ~I ~i~ ~l :17 1/4 CP.(if' INSl: NO, 1051-3775 o 100 ~ 200 400 ( LcJ 11 ,d ~~. 0 1 ,t1Ftl 0 IJ :5 ~'/Land Surveying and Consulting 23 r E.. 5TH ST.. STE, A MERIDIAN. to 83642 ! 2081 2-86,,2040 (208) 28a~25S7 fax \VVN/Jandsofutions.blz BELLABROOK VILLAS RE-ZONE EXHIBIT LOCATED IN THE NW 1/4 OF THE NW 1/4 OF SECTION 17, T3N, R 1 E, 8M, CITY OF MERIDIAN, ADA COUNTY, IDAHO 2007 CP&F INST. NO. 104161985 7~8 E FRANKLiN RD. 18Yi7 I ~+ ~ ~" C) I ~ POINT OF ~ I ~ BEGINNING h.. ~ ~ oj G ~ C) .....,J S 89-S7119>> E 992.941 s ~.. :-~ ~~ ~'C" CJ. V) Vi C) 0') ~ ~ N 89 -S9'.3 711 W 567. 771 (:) ;:: .. 0: ~ 0; :oq: ~ ~ 4J ~ ~ ~ ~ :ct ~ Po) ~ h ,~ Yl~ @ 0=5<: <: ~ AREA == 4.81 ACRES , ........ 0') c::i ........ IV) ~ ~ "t- ~ ~ C,::) V) ~ N 1/16 ~ N 89SB107R W 425.18' I ~I ~II~ .. Oi ~ ~ C)I_ <: PRQVAl FEB 1 6 2007 18 17 1/4 CP&F INST. NO. 10513775 MERlDIAN PUBLIC WORKS DEPT. o 100 ~......., 200 I 400 I LarJd~_,C" 01UtJIDjlS ~and Surveying and Consulting 23 J E. 5TH S1., STE. A MERIDIAN, 10 83642 (208} 288-2040 (20B) 288-2557 fax www.landsolutions.biz ( f H-r 5:ag 0 ~a~ gg~ ag~ ~~~ ~ en ..... mOIll en . m -. 0 ~~g ~Q) ~~~ ~6f~ (1)-0) W Z.g g g S-g ~ E3 -t-.'U ogs. m_a- ~~3 ~~g 0"0 5" I .,,3~ O.?J 3 -:uo~ Z""3 ~i -S=E00tlS=r-GR0VE- RB-~ ~ocE . . -- ..... .... . O;!'!. '1U I I -U (I =:J. I j I I -U II ~j! ~_XRUSS__~X~ g<<TrIn~ i~ --- . ~:~~ ~~ []]ll\ J ,r . 7gB' n J-'S In/I I I r1f!YfJJJ:b - ~" ~ \ . I Ci~ . ~ :m ,=/J ~ . - f"' Q L .. .~~ m w- r ~~ .. ... ~0 .~~_ 'm o' ~Jo.f) : ;--. G) . to '-I ~ . ~. tA~ --.~--r~ :~ ]. : ~. '.: ~ ~: ~ t~ ~-:ic: A -- ~ m .22- ! .- .' . ~~;o--tz' i~ ~ '. . . l t ~G)- rZ i .~ . n-.~~0~ !~ ~ . .' . J ~'+f.~ r)> ~ H I I '.1.'1 I I. r I I I I . .... If ~ ~$hvt.Q..aa.~~V!;~~!~VE D ~ .'1 I I I I , I' I' I I IJ III . I .T. - I . m" 11 .$ If , !~S=hlKINJCm I -n ~ Z ~ t1: :z I ::tJ _ o .- m ~ ~> ~ m .:;;0 ~~ ~O ;~ . ,m ..:::0 ) I---- en ~ - - ~ ~ /1- -~ i / ~ ~ ~---- I ~ I - I ~N-NOl:A-RD- """,_I .--.:. . ___ .__ ...~~ / IL m J I en :0_ .~ Z G) '~ "0 'm tZJ 11 c;J .:;0 II -, $z 0000000 000 '\\\. \.~ '\"'~'-'- ~!=~~~~g n~ W ~! ~~ ~~~g ~ ~~~~~~ ~ ~~., o-g.:u ~~ ~ gO' g a ~<~~ g ~tT1Z~oO 0 a :J ~ 0 _., - g.!:(.t),-... ~!!o;o:O'" :J: n 3 ii" Il'I Z zm (/J -f~;co):l. C/) ~;: 3 ~ ; ~r- o=: a g ;: ; m~ ~~; 1; 3 ~ at ~ 5' }I>:Q J ~ r ~ en n Q) [ ... :l o W W to ) ~ J 1 -- - ---( s: ..~~ J :t~ . ~ i)- · ct.l: ~ -- ~ j I/~] Cdji ,/ !0/1~ V 1/.........< /~ Y '" -1-:~ ,~-i ( OJ CD - - OJ 0- ~ 0 0 ^ ~ < -. - - 5l) en ~I ..... ...----:~-; (!) ( 0IMlI 'N'tIOIlI3n :; ".LS >Rrt'NVl "3 m~ "'" Q ., DT1 'lN3Wd013A3Cl "3't' ... :JIUMO ..-+-1.-1-1 . -......yr.. ~. .~ .--l-.L-. ~'- ~I--. ..-I+- . -J-I. -----..<.. "'. '--4-. --I.f-. ..:--.J.--~.;It......... "1'" - . -I--- .-+~- ~I~~. ..~: ::tt:.. '~"xy :---1-, _.:"-'-\ .7 ~ -#-. .~,. .......,r-..,. "" ........ -0--,. ,..V\. '-, ._:~:::E:=~ ~~y .---.----. ~:A:\.'9 p./ . ~'-.Y" .-if ," - ~~;Y'V' A "Il"'~ i: -- ~ y - - - \- ", !:-- r _ !:- ~~--'~::~~::',,::j; :' 1 [~ ~ .. -'_.,... W!t~;i~~< ::~ ~ ~ 'I) (rf;~:---></: :::: a ,;' .tj,;:: @y~ ~\- _ _ '1 D ~ ~ ../' : I' 1" ~~' / . , '1 ~ II i: 11II l UnWa3llVldNn '[ ,f,t~~ ; .~j<\~~~,,:: .~" ~ . .-- .~-. -- _ ~ 11 : ~ ~ ~ ~l~1 '. 7-9' ~~~s=-- ~r~ - ' 'I ~ ~r~~: <l,..~,_}_.~. :f~--"'+--Lii/ i;\i -' ~._- '.. ,I i ~ ~~~. J1.t C.j, : <B> @.' ," ! I ; i ' ! r,j." !m: I , r '1\ @.~ ~rtV ~/' ~/ /@/@ A'f .~ 11 i~ : I e ~^- J ,... .' r-.-...~. - ~--- '- '4:,! I~ _/&;; Ir1 r ~.~~,. """V~.;l1 ._~,<.- ..~ ~ : I :r ~!;~::Ii e ~~'~~-~ :;j~7;--:.~~3r--:jri~ , ~['j. \1 I! ~ I~.. IJm" .--@11; ~il.fJl~. Y~e;":::~.-f~\~-~'~ ~~- . ~ \ \"f" \ :M"~. \r II' I~ ~f ~!:1I G: - ~ - ~ r~il>!!:tJd~;\ .-- @ '~_ ~lk ;J --iif +,~L~, ~Ii a' .~.:j. /., -' t-l'ri ~ rf .,. '1' ~I. ./. . -:7-rltt' : I~ ~ \., ~~8<m- 9 j~ !;i -- :- f ~n "'t1/ @~. ~qJ>' ~r 'I CJ @ 1-[ ~ if i li~ f~ 1.1 r./,~Ji U,t ~RA~5- r Ff@:!:I@Ti ll=-I ~lgT ! ;:!; '}' .' ~ , =~~ ' . ~ I q: I ~ : ~ J ~~ ~I ~ k ;',@/f IT! ~ ft)/dJ P-@'--ijdJ@>owJi '1- ~! " : n'f"" " -" ~11- ~~-'O~___:g__ -~-~--'. J~ sr~ I (. , '\' 11-1 ;@' t (J~~ -"7' ~, . ---.!!1,,:-.?Jt:J: / " .:(1! ~ 1 ; II~ \ h'~"-,~~ ~r~ ~~~~ -~",'-#' ',:q ~;\ I] \" -tt:=.~-~- (~;- . rl1 ~ fi' /;:: -~ ~ ~ <It> ~ r;! :': ~ Ii ~ ~~ ~r- ' '=-' @ @ \i:J-., \ \!:Y : ~:: 1; 1 ~ ,I -t[::~~"! _I -' ~~~y 'l,/ . 'l~l.-:Y i ~::>:.~-~~~; (~!, ;:r:::-~k:~~~~~._:::,:~~~:,:~ ~I-*_;A\f- -~~.'--~~!..;~' ~~~~7-~~~_- ~~-~~~--.:*~-l.- - i I ....::.- !---. '-."f-L i- ~~, ., -pnw , " ..."* '-, :~ ff 2-L JL " ! ~" n- .~ ~ 4.- r . ". ~~ it , . 0 i" '-I l:'l (a-:>!t ~~ 03.U.V1clNn ~ ~ ~ W ,.. w ~~ .J~ >i ~t-O O(!I ooe( ~zg m~ ~a. .J- wI mOO ~z o~ u.1- Z .. ~~ o.z Wo ...- -I- 000 wW C/)tJJ :Ju. .JO (z ~Q E~ 00 za. O( Oz o w ~ :J t: UJ ~ Z :J o o (" 00 (0 ..N Z ~ C Ci w :2 w CIJ o CD !~ l ~! z ~j ~h ...r~s i I JY4 ---- ^'~, 'J'~"''''''''''~~ -t;.......l---f-;_.- ~--.. . ---<0--. ., .<tE-. .~-f-.-\Wo - --- --. .-n-' .......... ....---'NIl. ~::::1"'F -;r. ;1;0. .~. OLlBPI'UBIPJ.I9W selUJ\ )fOOJQBII98 o ~ ~ a II Ii I Illd Inldinl,ldllnll 11111111111 :illlll~ j 1@ I II@ I I II ! l (~III I~&I ilil_ ~;ij I I I til5iitii I I. II. li&igl I ~ , a_51 'slU ~ I ~iI ill n~l!; I i 1111111,11 ! I I I 1III II i I ~ ~ ~ 5 ~ ~ilP ~ ~ _ i I!Jl.. ."~ I_ II" .' IV' - - il ~ .~ -- \ i - - i. -T.-.l"lj-'l ~ 1 - - i 3 "'ll ~,~ u'lF 1- ~ 5 tf ~!~ ~ ~;~~ I ~ 0~~~ ~ ~e~~ ~ ~ ~ !~!I~ ~I <I ~ ~ ,I~"i g~ ~! ~ ; ~ ~~iI5 i~ ~ . g ~ ~ ~~ ~ 6S I ~ ~; ~~~~~ ~M ~ ~ S m ~ ~~I~~ t!~ ~ i ~ ~ ~ ! 1~5i~ ;~ g r r i' g ~ <~~~~ ~~ ":.-.l"';:..frlci " ; I 12 < wi ~ < - ~ =~~I .. ,} <~i ~~ a ~ ~~! i ~ f6~~ I i~:I~III~~ ~~ ~ i~g A i~ ~ ~ii~~ 5 ~2~i~~~~;I~ g:r; j ~~~: ~g ~ h~~ i ..~i~~~~~~~a. ~h ~ ~9i - i::, -<I ~~~I~ ~ 5;t5~1~~~O~ ~~s ~ ~~~! lll~ _ I ~ Ib'~ ~ ~!li~~~~II~ ~ ~~; ~ !;;UI!! ; I ii:i; i ~1!1~I!ii;H!!; o-~....~ ~i-~!t!;:, -- e~e~~ ~ ~g!;~~~j::II-i ~m :II ~ !:i<ll!:iz I- <-e", I ~F=I~lH~ ~ <~""-c:I-~ ~~II~~ ~ ~ ~15 is /!!' . I U)5ti~ ~-' ~ iii ~o ~Bs~ ~~~ Si~~ ~ ~~ai~ ~ 111!~~~~la0 ~~ ~~ ~mf!: l ~ 3~ ~ ~ g:~;~~ ~ ~i5}!l~l!:~~j!;c:Q ~ ~o S! ~ ~ s! = ~ 1:: ~ ~ d oi IN\~ OJ il~llq; ;2 ~~21Ihllt ;~ z o 6 lH jij ~ 10 g ~ ~ ~ _~~_-.l\ ~ ~ t ~ 3.n~" -~ ~~i (l)t- (00 J~ 5r ~w ot? OZ a:~ m ~ia .JI-I w~( mOo ~z- o (f) .. u.n.~ >-IZ w(/)J >zO ~~u ~a<(t-- w~~g ~" ..N -rZ Wz<( ~Oo z-- <t:~n: J()W n.W~ >-CI)w J-u.CJ) -0- ::!zO jam w~ we! ::JO .JQ. <(( Zz 0- -0 Cw 01- z( OJ 01- (fJ ~._----~.. ~--~-, Q~ ... co ~ ~ ... ( .!HVOl 'NVI01C13W 'J.S~'3~9~ :)l1'lN3~dOl3A30 3T :JQlW.Q o4epI 'Ue!pp8W SBIIV\ )fOOJqeIl9S .0 W ~ . 0.. ~ ~~ ~ ~ · y!~ ..Hu.os i II Ii i lil!! l'iL!inld;nhn! IR~!iill~~I!~ilillt ~ I 1 j I I I I @ I III a ill ill! iill~ ! II i5 ~~ ~~ ~ ~ Ii :UI! ~ h U Iq m E~ ~ ai : i j o I! m..J ;:: ! i i I : I I I ,~. ;~ I : i : :: i I Ill[~ t:i tft:t:t: ~ ~ ~~ ig=~~ i ~ ;c _ ii ::~:!~~ ~ ~ 5 ). 2j i i ! II ill M III I f ~ ~ ~ I a _ r.., ,; ~l'_- ~ - ~ Jt - 1- 'It .. -, ]t~, .~._- . :r: '" ~ - ~; f r~ ~. ~-, \ - I . a..iv D.OIIO Dn30i.-=S-l ., -- ~. 1 1 . ~ ~ - ' 'Ut > i_Ill g < 0 1Il~ ! ~ t/ ~~lD <~ It ",s u> i ~8<!~ :f< tli i!i PI ~ ~~ - S ~i5<i5 ~ <\!! . ~/:.~ P! ~ E~t~~.. ~~ ~ ~ :i/:@~ ~ ~ multJ~I~fiQt:i @ ~ ~2 p'~f5&t ~~w ~ :t ioo<~ ~~~w~!S 15& ~ -<w ~ ~ ~ G"'~~ ~:;i!: ~ ... ~w~:!l ~ ~ ~~i!:~~ rsf~!::! ~i!: ~ ~ 8 ~~ R ~z~. <i~ j!: ;:a~~ 5 Uf~a~ bl~~~~~ ~~ ~ ~ le~~ I~ ~~~j !~ p'~~~ ~ ..2~~i~;~~~~ ~h ! ~ ~ ~ ~~;~~ ~~ ~~~: ~i - ~ ~~~;~ ~ ~~~Si:g~>I~iji ~~~ ~ E'~ ~ ~ :~g=i ~~ ~~~e ~~~ ~ ~ ~~5g~ ~ ~=;~~~~a:~i gl~ ~ 5fS~s.: ~lll 0 3>-!i-<,E-<!~! ~a<~~'" ~~a ~>-:l8~ f5 ~! ~ i ~ &g~l; ~i ~~~~ ~~i ~ ~ ~ mi~i~ g ~a~I~~I~:~~ ~~~ : i I ~ ~ ~ ~~ 1i: {} BIll>-V> ~~~... >- ~ Bili"'li'\'" ~ g~t3o~o ~~l::' ~~~ ili · ~:I ~ ~ ~&~~~ ~m a~~i -<0(;: ~ ~; ~~~;;i~ ..J ~o~~~~i~:f~~ .2: ~ ~ @ ~ ~ ~~~~~ ~i ~:~~ ~~~ ~~2n ~ t!@~~~ ~ <i~~~&fg<zr: ~ ~ ~ ~ ~ ::) !Ii ~-<g OIS ~a~ ~ i5lii t:? 1 . . 2; l.;g~~ 0 ~ 51 ~~-l=~- ~~~~..,( "' ~~ ~ i ~ m~~~~ ~! *~ ~~~ ~~~~ ~ ~!*2~ I ~b~i~~1id~ ~~~ ;: ~ r ~ ~ ~ ~ !~[~~ ~~ ~~~ ~ ~a~ ~ ~ ~~:li~ ~ili [ ~(5~e~~~?lE~ ~ ~~ ~ ~~ ~ ":",o1..lrio:i g:::!:l:?t ~ ~ ~ ~ z B :> J: ~ :J :I: o en o ..J z o r: o w rn I ~ ~ ..: IJ) 00<( ~~ ::!w ><9 ~z 8~ rl .. alIO ~~I ..JO( wzQ IJ1 ~ .. rla.~ O-Z lLIJ ZWo -(ZO J~ - Q.O(~ Wl-OO n. ..( 0 A''''' .. N "",rZ OZ( 000- c-Q Zr-C! -(OW JW~ WU)W COU-OO JO- .JzO <Om Z- 01- -ct cO on. z( Oz 0- o w ~ J I- 00 '-'o~~ to co ..- 0 ... ( - ...HVOI 'NVJOlH3W 'is >ll:fv'NV1 '3 trSB~ :In '.lN3WdOl3A30 '3'r :J<JUM() 04epI1UEIPP8L^J SEII!J\ )fOOJQeIl8S ~ a ~ C) z ~ ~ o ~ ::l o o " z it ~ (!) b Ii 4! I.. ~ (!) _ z o ~ I 0:: I~~ ~ I~ L1I ~I." II- ~ I ~l- t; a ~~. g ~ : ~ i i ~ M n g I ~ ~ ! ~ s ~~ t3 ; a:: II W i nu ~U CD CI) I~ ~ I~ 8! ; ~i i~ ~ cg .. : II ! i ~~ U! ; Ii I- ...:Ii ...If!'f ~ : ~l5 ~ ~ ~~I a ~ !I~ ~ Iii ih.- ~ I r z o M 0) a:: UJ l.L l.L :J ~.l~""" L1I ~ Q) c 5 ~ a:: ~ ~ C) t- O) :J o o ..J ai I! Jlun IIII! ~'i ~~~~~~ ~n~~ It !.l.\.!.!.!. l....\.!.l. ~~ ~~ ~~ ~~~~~ !:c ;i lId 11111 ~ :!~ ~ ~ ~llg ~ ildi ~ ~l.iW; ~ ;ail ~ .ill ~ ~;!II i II i i ~, ! $ i~hli ) III iliiil; I ~! rUil! !Ith ;In!;l1 I ! ! /~! I !!!!!! I !!!!! I !!!!!!!1 ~ tH~~qq~it~ ;t.( ('-,l~):1g{l~ ,~ \ {: - ~', ~f lL ~ ; :-_~" w ~ ~ en ~ w ffi ~ D.. o ~ o t~1g~~~m! (D)~ .. co ~:: .., ( r: f/) oo( 5~ ::!w >(9 ~z g~ C! .. mla ~~I ..JO( wzQ m~ .. O:o..~ O-z u.I:J ZOOo 5~O 0.0(", WI-Co a. ..(0 ..If' ..N ",,~z Oz( 000- 0-9 zf-a: ~ow .JW:i wc.?w oou.U) ::lO- .JzO <om z- of- -C! cO co.. z<( Oz 0- o w ~ J f- W , vtNOI 'N'Q'JOICl3W "lS >lClW-Nl '3 Ka ~ on 'l.N3Vid013A3a :rr :.J9lL-Y{) OLlepl I ue! PP8L^J Sell!^ )fOoJQe118a .0 ~i? ; 0. Q. gs ~ < ~~ 5 i! -=, I'; .....D.~S f ~ ~ a Ii 11;;1 I IlliI ;UnUIiIl;!lHiH! I : I ~ : : i i I I I I ]1)[[1 :; JIll ffi ]:1::; ,c':: Ilil@ ~ ii;!:1 1 iii ~ f (!!~~ ~ i .1 ~~~ i g~s I;;~ ! ~ ~~ ~~~~~ ~ I~. fh I! ,Ij i ~ ~toQ ~~ ~~~~~ ~ ~a ~~i ~!~ ~ ~ ~ ;:( l;"':!::;:~ ~ ~ ~~~ ~;~ ~~~ ~ 5 I ~ - :: l. ... Ill: ~ 5 ~ Ii ~ ~ffi ~8 ~ ~ S ..J ~ ~ ~ ~ ~I ~ 15 ~i ~ ~ '1 ~ z ~ I ffi :1 i~ I b 9 ~ i~ III I ~ I :Ji ~ i i ~ h o:~ ~p ~ ~ ~ ~ ~~ i ~ ~ l- to ~co f (f.I g$0 ~ ~ ~ ~ I 6- . U II ~~I ~ II Ii; li II~ I'III 11III ~~ i512 A t III~;I~ I I :11 II ~Cf Ii;;; I !I; =; if~ :ii~JI I ill tr J;I ~rJ: 12 "Ii, I!i~ m II~ I, !!lllell~i8i o ; ~I .1 !~! ~I~ isbh z.:......"j .. (!) z "[5 ~ f/) ~ Q. ~ ~ I ~ I 2 i i I , -; : , ! _ 1c m ! ~:SJi ~ . , - ~ -- =r-<.:F \~~ ~1" - -- . 0 i \.f;:':1"- ; 3:1-; c; -~ I , If, rq , ~ ':'~ ~- ' , - - ; , ~,- QYCnI ~ ..LSn::)c)1'-' i -- ~ i -'- '/l i - ii I ~ ~g i~ i~ (!) ;. ~lli ~ ~: !~~:! i - Q. !~5 l~'~ ~i ~ 8 a Z :J ~ C) tIS $ . z ~ Z :i ~ ~ A alil~ e =:!~~ ~I ~l:, "og~ .....Ju-.:-t ~ ~ <': '"",S i= ~~"'s S .."_~ ~Ij 0. ;~: ,1t{" ! ~ l: z <3 5 Un~) Q3.llV1dNn t ~ !~ i 7~~ ! 5~ I tii~ ~~I ~ g ~~I = !~ ~i~ S I Ii~g i ..~ !~i ~I ~~!i I 2~ I!l II .,ii !~ ".J ~s I ~ I!i :S~ III nl I;~ !b Ii! I~~ "! sJ lif~ !i~ (!) !Idlll ~ J~"'e~i Q. ;!~~.~: !Y ahtb~ ~ ~;td~~E (f.I ~~~"'u,,: :> ~ nE~ 0 ~ ;i:i:i;. ::J ~ld~i~n ~ b W z.:. ...... c ~ o ~ n. w ~ CD :J o CD ~ ~ ~ ~ I L I'i ~ d fL 'J. ~ ~ ~ = ~ac:: ~ Jl!1 1-.1 ~~~ ! s~ ~I [ 1 , I 11 TJ I ~ c::::=:J dl~11 - c:::===J c::=::::::J im~r REBEB ' tfIn(l:rr:rt'3 ~ ~ ~ IOlI...d)3i\m 'l5..m~~1 ~ ~ D- 1Y~ tcIlS3Q HI'JJ.I. =r N~IS30 3~OH 3l'VH III b ~.. t-- VlllA >I00tl8'Vll38 :JO! ~i I ~!~ i5 wZ · 00 I- (7j~ ~> LLW W-I -IW (J) Z '0 o _I ~z -; <:( 0 L.. >- wI- -1<( w> x::J ww -I a... :::> o ! Z II 0:"'" 1-1= 5:;: e:~ w I .J I 7 j c::::=::::J c:::::=:J 11 :j. h ~ r 1UInL '1.I:U!:t! Ii - 7 T r J. ..---- L...-- 7, m~ '1::. t--- Lll !i:~ m != ~ :c= 1m I~r I 2:= = ==== == ==== I ==== ~ ==== o c:::J D n o c:::J D =:::=3 I ==J o c:::J D o c:::J D - m :E IE~ m = J::= I T lEE I - .~ - - - I lIt1m1 - - IJ .l J \\ ~ \~ , c::::==:::::J c:::=:::J 1 ! 1.j Il! ~ Il! ~ ~ ~ d JUJU L ,( T- ! ' ~ "!"""'" t. ODD toZl-nG(goY~~ lSJR~~ ~6~ H ~ ~ tfJ530 l:!OOl. p;~B~ e:: a... N~IS30 3V'lOH 3l'tH ~~, ~ ~i~~ a. ~ ... VllIA )iOO~8'tll38 :JOJ b~:i ~ eii i5 i~~~ bf ~~~ ~ ~ Z' O!.- ~~ ~Gj --.J W .tIl \-.1 ~~LJ i!! ~ .tI,,-, i!! Wz -; 90 ~ (/')f= I--~ :r:> 0W erG] (/') Z o f=Z <:0 ~f= ....J~ w> X::J ww ....J 0.. :): o i' - -.J ( ( ~ ~ ~ 2: ~ b { ~ 1 ~ ~ ~ I I ~ ~ i~ t: ~ ~< I ~ ~ ~ ~ L" ~ L" ~ ~ ~.~ I~ ~I~; I b:-~ ~~~! f;;: I <C ~ Its N ~ tt5t l!i"" ~ I~ ~II S i ~5~ <Oili! ~JIj~o I ~~!i ~ ~~; ~ ~ g ~ tj i~ ; ~ I g:~<~..~ i~~ ~:~~ := ~ ~ ~ ~ 0... ~ ~J. ~ f- g~;\j rs ~g · =mi ~~ <~ ~ t i~ ~ ~ i~ 5 U~ ~ ~ ~. ~;h qa~.qi. =~~!i .0-, It ~ _I ~ ,,- .i~ QI'i i; Ii UJJ ~ ~ ~.! ~ I lH~lI1t1V3~,. ;r ::i ODD ~~~ N!)~~ ~iSil i ~ ~ = i ~ N~IS30 3V'10H 3Tv'H ;I~J ~ ~ " Vlll/\ >100Cl8Vll38 :JOl i!1~i ~ a~~ ~<J .- ~d~ ~ ~~~ ~ ,J-, ti .lI1 !-,I! .III 1-,.1.1 ~~~ ~~ .-tll t-,H k, ~ I.... i i!i.... ~ ~~ i ~ s i ~;l! ~ ;= ----' S- .. =- ; ~ s i.~ ~ [- { .III !-,tl .o-~ Jj-~ .lIl t-~ .f)-~ .;zJIOI-,(:.z/l 01-.. ,;It l-~ .r-, i I ' I f--U1! tnz . 0:::: <( '- C:-I 0- X wC!:::: -10 0....0 ::>---l OLL i . I I f ~ ~ ~ '? ~ , ;t; :~ IJ-- ......~ .......l .;-.. .o-,t .0-,2: PI ~-,t .tr,t .z/I 01-,(: J./l Ol-,(: .l/I 1-,; s ~ ~ b I-- _I ~~ ~ --.! m 0.... In:::: no 1--0 - ---l 3l.L o ~~ I D~ ~~ S- .! s J!, ~ S ~ J ~ '.. ~ s ~ ~ '""- ~~ .!r--~ ~~~'7W--~ I =~ i ~ II ~~ -"""" . ~ ~ ~~ I fd ~~ ):1'! e't Q~ ~ =hI "-J !., ~~ 6 ~~.i ~~~ ~~.~ o:! ~!~~ J~~.; ~~~ ~ - ~~~ ~'1' "7 1--- fl (\ "\ '-_ I ~ ~ I 0 ;;;;;;a: I I 1J <: I IT- ~ I~~ ~~~ '0 I-- _I ~~ -; -1'- <0.... Ie:::::. no 1-0 - --l 5~ i ' ~li tJt 1---" ~ ~~~ ~ ~ ~:;:::v1 ~~. Ii!: , It ~~ ~,-+~83--~ ~~ ~$I I~ ~:i ,- . 1 ( f"1) * t----- :z ~ ! ~ ~ ~ ~ loo ;t; ~ ~ ~ <: ~ l~ " I~ ~t I ~ i" r I- UJJII~~.1 ~ ~I-ul(dJ~~U~ ~e ~ a w ~l"" ~ ~ ee 0::: w ~ ~ I!'~ I .e. lVN05lfll.. NOIS30 .no. !t~ ~ g' <.{ 0: ~ ~ g I~ I < ~ ; i co ~! I!II I i~~~ :~I ~~:~ -< ~ ~g N 5 g~ x N~IS30 3~OH 3lVH ~~l!. ~ .... I ~ ~~ ~ ~ ~; ::l n Q.. \; ~~ f'! ~ ~~ ! ~ ~~~ii i~i i~'i \flll^ >lOOCJ8\fl138 :J01 I;.; i ~!~ Ie f- ~ ~~ ~ g ~~ ~ ~ ~ ~ ~ ~e ~ ~i ~ ~;~~~ ~ig ~~S z 0 ~ ~~;;- ~ =:l -'-,.... :tit ~-.!a ,,:/1 t-,l: .r- r-V) ~ (/)z ~ 0:: <C L.. ~...J 0.... X w 0:::: -10 0...0 ~...J 01..1.- ~ s ~ f- ! UlZ .-<( !- ....J OJ 0... ~ 10:::: "'10 f-O - ...J 5lL. g ~ ~ .....~ f- .J ~~ ~ ...JL..- <CeL 10:: no f-O --I SU- .t/c '-,L .t/,> '~.l J)II-.t o o o o I .( - i: I j;, i IItaI QI nm ~ ~ .x~~~ fi~ i ~ N~IS30 3rlOH 31V'H ~! t ~ \fllIA >iOO~8\fll38 :JoJ ~~:2 ~ bi~ i5 ~~I~ ~ ~ ~ ~ z~ 01- ~f= , 0<( 0::::> lJ...W -.J W ~ .vll 1-" ~~I1~D ~ I'.' m, L LA. --LCI .. ~ -II I f - -I II - il!! 1; f-- I: II l - II I - ~ Fl!8881! 1'= '-/ F ;...- .r ~ = c: - -I '= ~m Jlf-HIIC::: JIl lie fill ~i ~J= =l::: ~X 1='= f- t\ -;.... ~ r\ ~ uMM rj \. 1\ ~ wZ · 00 l7)F= f-:;: l.1..w w -..J -..J W ( 110 ~ Z. 0"- t= <( > W .....J W All 1-,' ~r~ ""'~ '1- E~ ~~ 1-J:3=:[~ r:L .1/1 1-" ~~ ~I~I - - ~ I {-. '--- - == -------- - - - - - -, \ -;(. 1 j i TTfT 0= ~im ~ ;;,1;= ~ - :1) m1 ~ 1 I I ~gBBi I I I TT EE~= !--....... c::::o'--r. Ij 9 d I 1 T t11 ! ~ ~ 'E~ I 1H:1:lU IT ""-2! I w - 95 ~ U)~ j:;; ~::: o::W . ( ! I i5 t:i ~ t:~i i5 t:el i5 t:1 ~; I; ~ ~~ ,L I ~ ~ ~~ '. ~ I ~111.~B!I.1 ~ ~,--a,'\m~~ b; I ~ 2 ~ g ::t: ~ a~ ....1:: ~ fit; t:t: ~ g t:1:: ~ R ~.... il ~i~ I b =, ~~ ~~ ~~ !l ....... WNOSl:!m!d M530 Wl(l). ~'~I is: 1 i :: ! :i ~; ~ :~ =; 5" i:~ CJ ~. ii Ui hi!! I I !-!'S ;~~ :~~: N91S30 31^lOH 3l\iH ~ . ~ ~ . ~ c:~;~ ~~ ~~ ~ ~~ O:.!. J. ~ ~ ~~ ;~i~ ~ ~~~!. ~~i iW~!E i~~ie ~= <=> ~ ~ ~ e~ ~ I~ g~ ~ ~~ ia~ ~ ~ ~~ ~ ~ ~ S ~ ~~ ~~i~ ~ !;~~S ~i!1 ~~~~ \llll^ >JOQ?j8VlT38 :JOj ~ii~ ;~~ ~5 o DI .. ~ ~ \....../ =r-FdIEat--11I =~ ~I ~ _ WOO"""." =~ ~I U] ~I r- rrr ~~ OJ ~~ = ~i ~ -:. <~itlllllll · :7- ~ bLJJ _ ~\j ~ ~ l :Ic)) _ 0 G ~~. ~:~~ ~~~ ~~~ J\ 0 ,~ ~ o : nK(tN~ rfU \.. ~ :: ~ I I I H. ~. C] ~. ;: b. 51 ===1 \ is.[Q!lj ~ · ~I_~~ V~~" ~ ~ ~ ~f ~ I ILilI r : ~i '7 i ~~~~ ~O ~( :(g ~ ~\ _____J d I if r-----' 0 r ~ ~.~~o ~i~[:c:~ * ~\ ~~ I] 1]1 ~--I~ f\ ~J / ~~ It T - ~ I ~ 'rc:5ij l~1 : ~-->- 1 11TftL ~. ~. ~'i I lJ @) : ne(tN~IMll~ CD '~"~. !. ~ ~ ~ I & [] _~ ~~ 11 ~~ ~~i7' ~i \ I PIT9, - -e-fl : ~ ~ " ~ I -~ LJ _~ br-. (I~I ~ 1! _ ~i ~ :: <~Iiljill I · ::J ~ ~ ~ ~g U woo"..,." =; ~I WD ~i =~ ~I i-tf~m-- I ~~lt l.t'6 I I I ....,z ,........., .1-.1 Jr,' .tll C1-S ,5-" f ~ Ol-S .zh Ol-S ~l \-)- :.1:-, \-7 LI y ~ ~ ~ ! .. - ~ "i' ~ ~ .....~ ..0-"1 2":- <:(- ---11.- ~o... ---le::::: 0...0 10 ~C ~~i ... ~ ..li-~ 5 y ! ;,; I z":- 0<( · J- c: L- ~O::: zg ~---1 l1- s ~ s ~ s ~ 9 z .~ u<( · I ---1 l.... .....-0.... 1-0:::: z8 ~---1 l1- y s. ~ ~ ~ ~ I zl~ ~:s I~ .....-0.... 1-0:::: -0 Zo ~.....J u..... ~ ~ ~ ~ z":- <:C <( · ! 0= I- r-O:::: zg :=l---1 l.J..... i ~ h ;:lj ~i i i I j <:( I <:( ~ <:(. <:( ~ <C t:l.l: ~ ~ I ~ j~.I~ IIKtIlmt'J ~ l; -' ~ Lo ~ ;;jo= ~ ;;jO" ~ Lo ~ d~ I~~~i, ~~~ ~I~! .q .s ' ...;~:~ ~~ ~ i 1 ; ;= ! ;i ~; ~ :~ ;; ~ : ~~ ~ ~.;; Vi I! I!i I II.~.~ ;~I ~:;~ N~IS30 3l^lOH 3l\fH ~~B ~ ~ ~ ...~ ~ it~ ~ ~ ~ 0: ~ ~ i ~ ~~ l5~i~ ~~..!h =~I i~~i i!!ll U- ~~ r:; I ~ . i ~ ~~ i ~~ ~3 i ~~ ~~ ~ ~ ~~ ~ ~ ~ ~ ~ 3e ~e;~ ~ ~g~~~ ~i~ :~~~ v'lll/\ >lOQ?38Vli38 :JOJ :ii;~I~ ;~~ ~5 I -) .6-,U .zIl '-.5:1 ..zI1 t- ..-t~ ~ i~ I i s a!) I ~ Z 1711 - ~ 1 i~! s ~ I 't J lIS '2 S $ J ~ ~ - s. rnuLi!lJ\V~ ~ )> t ~ ;t; .. ~~ b S ~ ~ .... ..:.. ;;l... dtlllllllllfl s F" S ~ S ~ ~ '.. ! ~ rm:! i~~ ~ ~ I i1f~ I '" 1 i .! :~--- ~ ..... :; rrl ~]J ~ y ----..II .... ~ - { s s !~ - ~ ~ ! ~~i - $ ~ ~ - :......:... ~ Wl~---~ 5- ~ $, - \ro ~ ~ s ... !!: "I ==' I I 1 = ~ ~ ~ ~ ~ '-' .lI1 ",11 .i-.r I / J,/Il-tl n .... ~ ~ ~ 12<11 C ~;:O <) S- .! I o~ (c)~ ~u~ ~ ~ ~ S' ~e S ~ 10-, ~ 0 ~ ! -= ~~z ,,-=- .! 5 S \ ~ 1Ml r-l ~ > Z(l s .~ ==-11 Q I Q Il~ ... '" =IOIO~ S- f ~ 0c=J S ,,:. ~C~~ .~ s r~ ~! <) fi ~~~ a s s. s ,!. ~ ~ co ., ~-~ (\~/\r 0 ~ ~ !icE VDJ ~ .! \Q... , U ~ ;,. ~ ~ i J,/l i-,ll 1 ~,rl .,-/ ':lb t-,[I t I ;::=:= ~ ~ "" "'J n ~~ii s l} tIW % ~ - S. 1-'> S S ~~ ~ ~ s ~ ------ I. ~ J: ::: ~ ~I . 5 ~ J yr ~[gj rl ---,n .... ~ H@} ~ ~ ~ I i i~~ ~--- ~ ~ ~ ! g s l-HIII 111111\1 ~ ~ ~L g S E" .... ~ Wh ~; !i! ~ 5 ~ ~ z. ; lZf5lm~ i- s V ~ s ~} ~~~ J; S S ~ I ~ j I l!: i!. ~ : ~ : ~ ~~ ~ .....ti; T PI r$l PI t-,r ,rtl .,t-.l OU) ~ 0:::::""7 I s= <: L.. f- -I 0.... X W D::: ---lQ 0....0 1-1 ~u.. o .1 0::: Z -; I"J:S l.- uD.. J-gs 1-0 - ---l Zl...i.... ~ 0..., .:2,. O:::.L... . n<t. -1 - ooD.. In::: "--0 1-0 - -.l SU- . { ( :: ~I ~ ~~ ~ ~~ ~ ~I ~ ;~;....: I~ w~"l! j~! ~ I I I- u ].I~ \!!!LJiII~.i ':' I: t1DQnJr"j Ii) ~ 8 ac.... '-'- '-'- '-'- "'........ C::::: <> on ~ i ~::j;; I a!... s. III ~Dnn~ OOll__a:2)~ "1SJR'!kl~ ~~!~I ~ 0:: ..;( fit t: t: < 51 ~ :: t: <( g 5 t: t: <:( ~ t: t: r- ~ II: lYNOIS3JO&I If.ltS30 ~no.l. ~f~ ~ E "" ~ ~il" ~ E~l"s ~... : :I~: .. I~i I W~~ :~i ~:~@ N;:JIS30 3~OH 3llfH iB~. ! ! ~: ! ~ -: ~! ~:!!~: ~ ~ ! ~ ~ i; ~;I~ ~ ~~~ij I~I ~~~~ i;~;fi ~~ i ~ ~if ~ ~I ~if ~ ~I ~~ ~ ~ ~~ .l- ~ ~ ~ ~ ~. ~.U ~ ~~~.~ ~i. :J~~~ \flll^ )iOO~8lfll38 :JOJ =iH~ ;~~ ~ 5 PI ll-,tl ;;. .! S S- .' l<> ~ :; ~~ ~ ---l ~ (.)0.... ~ b 10:::: ""-0 J; !-o $ .. -.n ~c: S. "I i~i s ~ S 'I' h ~ ~ J. ~ ~ -.!. S S. ~ ~~S s. &z ~ - liS l<> n<!: n "I ---l l- coC:.... \:, 1-5 J; !-o - ---l Zu.... :; => 10; s s - ..... ~ { ,J./t U-.t l ~ 1'0 ~~I: I < L... '-- ---l .0.... X ~811 !---l ~l..L. ~ l ~-,loS ( ~/!;~ 8666 GO i (J9 I I I Q-O ! lUBa!lddv (;v9f:8 01 'UO!PpeW -eAV oyoPI 03 88 lIf!lf~~ BVLSS <. - ~'.,. ~....- - \, '- '""'(0 , <',~-- ;,-.~ ~' 1'1' - -Ii fsi 'cE' w, >-' o 3: f5 ~ ~ ~ ~ ~ (!) ~,.,.- cd '. ~> o .... - , .......... t,.....~ I "'., ~ '.., '.." ,,- -~ 'cr ..... rn :0- ~ .- .... ~. ~ l,: ..... ,/ ~<.'-:-:' ".',- ,;~.... . ~ .r- . .~ ~~:'~:::'-:(;: ... . ;. ~~~ ~{t::>~:. '. " ./--/ :! t). ~~ - " ~ ;~:llf;:"\!J'~':>:. . ~. '," w :g w -.,',(I;j H'\' . ~~<~ :.:-?:; _~_~.~ . '__,)::L~ 9 -.'.,- ~ ~ -:-., :"'_:,~.... ( ( Hearing Date: April 19, 2007 File No.: RZ-07 -006 Project Name: Bellabrook Request: Rezone of 4.38 acres from R-8 to R-15 zone, by J. E. Development, LLC. Location: 300 S. Locust Grove Road, in the NW 'l4 of Section 17, T.3N., R.IE. File No.: CUP-07-005 Request: Conditional Use Permit approval for multi-family residential use in a proposed R- 15 zone. File No.: PS-07 -002 Request: Request for approval of private streets within the proposed Bellabrook multi- family development. ~Ql~(~~ ~~I.-~~.j[ 410-",,~'~: "<,--,," (0 rt Of .,:";trt11 ~1PH{\ U ~ L~tJ~ ~ ~ ~t.( ()f i:v" p~''idiml "V~ ,') '- 'i; _k ;:~:>-()ffi' e' ", r'1tY (,ter~", ":~ ' c~" I -,"'.,.c"' , , "'i:!i"""'"''''" g ~~ ~' ,tt' ~~ .i."t.,t... ..._7- ( ~ Leaal Descriotion Bellabrook Villas A parcel of land located in the NW % of the NW % of Section 17, Township 3 Northt Range 1 East, Boise Meridian. Ada County) Idaho, and more particularly described as follows: Commencing ata brass cap monument marking the northwest corner of said NW 14 of the NW ~ from which a brass cap monument marking the southwest corner of the NW % of said Section 17 bears S Q031'43n Wa distance of 2658.74 feet; Thence S 0031'43u W along the westerly boundary of said NW ~ of the NW % a distance of 890.67 feet to a point; Thence leaving said westerly boundary S 89057119H E a distance of 48.00 feet to a % inch diameter iron pin on the easterly right-af-way of S. Locust Grove Road and the POINT OF BE.GINNING; Thence continuing S 89057'19u E a distance of 944.94 feet to a 5/8 inch diameter iron pin: Thence S 0029t13n W a distance of 77.52 feet to a * inch diameter iron pin; Thence N 89059137" W a distance of 567.77 feet to a 5/8 inch diameter iron pin; l~ Thence S 0032'24n Wa distance of 310.91 feet to a .};G inch diameter iron pin; Thence N 89058'07u W along a line 50.00 feet north of and parallel to the southerly boundary of said NW % of the NW ~ a distance of 377.18 feet to a 518 inch diameter iron pin on the easterly rightMof-way of S. Locust Grove Road; Thence N 0031 t43n E along said easterly right-of-way a distance of 388.90 feet to the POINT OF BEGINNING. This parcel contains 4.38 acres and is subject to any easements existing or in use~ Clinton W. Hansen, PLS Land SoJutionsf PC May 11, 2006 RE\I\ 6'1 rt.~ ,\) 1ufj1 pue\..\C "'PiE.R\O\~t-\ oE?1. ,'tl \fJOR~S :/~ Landgolutions ~/<"Ullnd SuI"i't')'t09 300 C:oniutting 8eJlabrook Subdivision Job No. 06.38 ~ f' ~ ( -,... . ~ \--' EXTERIOR BNDY.~xt Parcel name: EXT BNDY North: 706178.5570 East: 2459678.0760 line Course: s 89-57-18.91 E Length: 944.9443 North: 706177.8190 East: 2460623.0200 Line course: 5 00-29-13.42 w Leng~h: 77.5228 North: 706100.2990 East : 2460622.3610 Line Course: N 89-59-37.48 W Length: 567.7650 North: 706100.3610 East: 2460054.5960 Line Course: S 00-32-24.03 W Length: 310.9054 North: 705789.4694 East : 2460051.6658 Line Course: N 89-58-07.35 W Leng~h: 377.1771 North: 705789.6754 East : 2459674.4888 Line Course: N 00-31-42.63 E Length: 388.8981 North: 706178.5570 East: 2459678.0760 Perimeter: 2667.2127 Area: 190,795 sq. ft. 4.38 acres Mapcheck closure - (Uses listed courses, radii, and deltas) Error Closure: 0.0000 Course: S 21-52-55.90 W Error North: -0.00004 East : -0.00002 precision 1: 2,667,212,700.0000 page 1 Legal Description Be"abrook Villas Re-Zone A parcel of land located in the NW % of the NW Y4 of Section 17, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing. at a brass cap monument marking the northwest corner of said NW % of the NW X from which a brass cap monument marking th.e southwest corner of the NW X of said Section 17 bears S 0031'43" Wa distance of 2658.74 feet; Thence S 0031 '43" W along the westerly boundary of said NW % of the NW X a distance of 890.67 feet to the POINT OF BEGINNING; Thence leaving said westerly boundary S 89057'19" E a distance of 992.94 feet to a 5/8 inch diam~ter iron pin; Thence S 0029'13" W a distance of 77~52 feet to a % inch diameter iron pin; Thence N 89059'37" W. a distance of 567.77 feet to a 5/8 inch diameter iron pin; Thence S 0032'24" W a distance of 310.91 feet to a ~ inch diameter iron pin; Thence N 89058'07" W along a line 50.00 feet north of and parallel to the southerly boundary of said NW % of the NW X a distance of 425.18 feet to a point on the westerly boundary of said NW ~ of the NW~; Thence N 0031 '43" E along said westerly boundary a distance of 388.91 feet to the POINT OF BEGINNING. Th'is parcel contains 4.81 acre~ and is subject to any easements existing or in use. Clinton W. Hansen, PlS land Solutions, PC February 16, 2007 FEBl 6 2007 MERIDIAN PUBLIC WORKS DEPl: LalidS'oJutions ~nd Surveying and Consuttlng Bellabrook Villas Job No. 06-38 ANNEX BNDY -~~-~~~-~~-~~~~~~~~~-~-~~~~~~~~~~~~~~~~-~-~~~-~~~~-~~~--~-~~-~~~-~~~~-~~-~- parcel name: Annexation Boundary North: 706178.5945 East . 2459630.0743 Line Course: S 89-57-19 E Length: 992.94 North: 706177 . 8194 _ East : 2460623.0240 Line Course: S 00-29-13 w Length: 77.52 North: 706100.3022 East . 2460622.3652 . Line Course: N 89-59-37 W Length: 567.77 North: 706100.3656 East 2460054.5952 Line Course: S 00-32-24 W Length: 310.91 North: 705789.4694 East . 2460051.6650 Line Course: N 89-58-07 W Length: 425.18 North: 705789.7023 East : 2459626.4850 Line Course: N 00-31-43 E Lengt~: 388.91 North: 706178.5957 East 2459630.0731 perimeter: 2763.23 Area: 209,462 sq. ft. 4.81 acres Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0018 Course: N 44-36-14 w Error North: 0.00125 East: -0.00123 precision 1: 1,535,133.33 page 1 ( e.. - }:P'ioneerTitleCo. ,../,r. G 0 I H G S E Y 0 H n 1812 S. Balle Road I Meridian Idaho 83642/ (108) 888..7230 WARRANTY DEED For Value Received Morgan Plant ~ Marilyn L. Plan~ Trustees or their wcees.sors in trosl. under the Morgan and Marilyn Plant Uving Trust, da(ed August 22,2001 hereinafter referred to as Grantor. does hereby grant. bargain, sell. warrant and convey unto JE Development. u..c an Idaho Corporation hereinafter referred to as Grantee. whose current address is 300 S. Locust Grove Rd.. Mcrid~ In 83642 me rollowing descnDecl premises, to-wit: SEE EXHIBIT A A IT ACHED HERETO AND MADE APART HEREOF. To HAVE AND TO HOlD the aid ~ with their appwteuances unto the said Grantee. his heirs and a.ssigDs forever. And the said Grantor does hereby covenant to and with the said Onmtce. that Grantor is the owner in fee simple of said premises. that said premises are &eo fiom all encumbrances except current years taxes. levies, and assessments. and except U.S. Patent reservations, restrictions. easements ofrecoro. and easements visible upon the premises, and thai Grantor will warrant and defend the same from aU claims whatsoever. Dated: 1uly 6. 2006 Morgan Plant ado Marilyn L. Plant. TRlStccs or Cheir successors in trust. under the Morgan and Marilyn PI B~L7 ~oQ&~ M .11!5 H~.> ...~~ aril Pl~ Trustee r; Marilyn L. Plant, Trustee STATE OF Idaho, County or Ada. SSe Ou this lOth day or July. in Iba year of' 2006, before me Kc1Ji Wflliams. a noW)' pubUc. personally appeared Morgan Plant and MariJyD L. Plant known or identified to me to be the CO trustees of the tNSt that executed the iosln1men1 or tho pmonfpersottl who executed the Instrument on behalf' or said tnJSt. and acknowledged to me that such trust executed the &&me. '-.. C-~ltittLA/) ,:".....,'~ Ke!li Williams "(., ~- NotalyPubUcorIdaho ~ , ResidiPg Ilt Jordan Valley, Oregon : Commission expires: Deeember 24. 2010 EXHffilT A A ~I or land lyiug in the Nonhweat Quarter of Ibc NonbWCSI Quarter of Section 1" Township 3 No~ Range 1 East. Boise Meridian, Ada County, Idaho, and rncne particularly described as follows: BEGINNING ~, a brass cap marking the Northwest comer of the said Northwest Quarter or the Northwest Quarter ofScction 17; Thence Soulh 0.00'00" West 89O.S5 feet alons the Westerly boundary of the Kid Northwest Quarter of the Notthwcst QuaJ1cr of Section 17. wbieh Is also the ccotcrlinc of Locust Grove Road to a POint. also said pOint being the REAL POINT OF BEGINNING; Thence continuing South ??oo.00" West iSB.68 feet along the said Westerly boundary of lhe Northwest Quarter of the Northwest Quarter of Section 17 to a point. aid point being on the North line of the property conveyed in Instnuneat No. 7602782; Thence North 8~31 loon East 425.00 feel aloDS a line 50.00 (eet Notthuly of and parallel to lite Southerly boundary of the said North1hUt Quarter- of Section J 7 to an iron pin; said line conveyed in Instrument No. 7602782; Thcacc North OOOO.OO9t East 311.08 feet aloug a line Easterly of and parallel 10 the said Westerly boundaJy of the Northwest Quarter of'the Northwest Quarter ofScction 1710 an iron Pin. being a comer common with that property conveyed in Instnunent No. 7602782; Tbeace North 8~J 1.00" East 567..87 feet "001 a line Northerly of and paraUcl to the said SoUlherly boundary or the Northwest QuaJ1cr or the Northwest Quarter of Section 17 10 an iR\n pin on the Easterly bounduy of the West half of the East balf of lbe said North\VeSt Quaricr of the Northwest Quarter of Section 17; Thence North 0002 '4 J" West 77.60 feet along the said Easterly boundary of the West blf or the East half of1hc Northwest Quarter of the Northwest Quarter of Soetion 17 to an iron pin; Thence South 89031.00" West 992..8 J Ceet alons a line Northerly of and parallel to the said Southerly boundary or the Northwest Quarter of the Northwest Quarter of Section 1'. to the POINT OF BEGINNING. EXCEPTING llIEREFROM any portion lying within Locust Grove Road, taken by the Ada County Highway District in Judpacnl and Dccrco of Condemnation recorded July 14, 2005 as Instrument No. 105095005. ALSO EXCEPTING THEREFROM a parcel taken by the Ada County Highway District in Judgment and Deerce of Condemnation recorded 1u1y 14, 2005 as Instrument No. 105095005. located in the Northwest Quarter of the Notthwcst Quarter of Section 17 t Township 3 North. Range 1 East, Boise Meridian, Ada County,ldahol morc particularly described as follows: COMMFNClNO at I 5/8 inch diameter iron pin marldr1a the Southwesterly comer of the Northwest Quarter or the Northwest Quancr from which a IiJUSS cap monumeul awking the Northwesterly earner of Aid Northwest Quarter of lite Northwest Quarter bears North 0031111'0 East a clistanee or 1329.58 reet~ I Tbencc North ODJ Jill" East along tb8 Westerly boundary of said Northwe&t Quarter of the Northwest Quarter a distance or 50.00 reel to chc POINT OF BEGINNING; Tbcncc continuing North 0-31tl1" East a distance oC389.03 feet to a point; 1henco leaving &aid Westerly boundary South 8~S7'49" East a distance of 48.00 feet to a point; Thence Soulh 0031' 11 " West a distance or389.02 feet Co a point; Theace North 89.58'09" Weat a distance or 48.00 feet to Cbc POINT OF BEGINNING. City of Meridian Pre-al!Plication Meetinf! Notes Date: (- 3~-Of Projec-USubdivision Name: 13>-e Illl bvvulC Vi\L~{ Applicant/Contact: R-oss enc.t:.~cSn City Staff: AY\V"\Ct) S"6~,!fL J M' ~e.. Location: E ~ ssdA. oF S"l.zx,u S-t c;.yov-fJ J s~ of' e. FY-G1..f\ $",1 \'n ~cJ. Existing Zoning: R.-~ Contiguous and Within AOI (AZ only): N A Proposed Zonipg: ~-,s Number of Units and/or Lots: 34 uY\\1""3 Property Size: Lt. 3~ O--.J:-r-e S Dwelling Type (if residential): l'Y\u Hi -Pa,Vv\l'l.y ~os) Surrounding Uses: resJ~deYL{)~~( I ~r'V\erc(~t. oFPrc-e Comprehensive Plan Designation(s): Ml~;<-ed-Use (..6'YYlrA'-JY\;~ Street Buffers and/or Land Use Buffers: 25' oU6Y\'6' ~ - LoUJ51- breve.. Open Space/ Amenities/Pathways: plt-thuJ~ ,,-lono. :PI ve /Vl i Ie Cre.eL Street System/Stub Streets/Access: FYi vIA; S-tYee f} re~,: -f;-r Gtdd ye s'<.\-nj Sewer and Water Service: in Loc.ust- bV'Ove Topography/Hydrology/Floodplain Issues: 'Ev, lda..btJL lot) d..t-e ov$,-clq. ef -r fand? la~Jtt'1 CanaIs/Ditches/Irrigation and/or Hazards: NA. History: rp-()c;-os~ ~ --A.:c: a:..ppvev-ed It,. 2..D06 Additional Meeting Notes: ~ Must YY1H'-f- /YIul-h--AI'Y\.ly Sj>e6-fu: uS~ s-l-a''lda..y-d~ r:ev uoc.. Ij-tf--'Y:2-1 ~ 0'\(7 elL uJ{ n re De r- -{bv- d ri Vf?J.A.A.y '-^' .- d-Hv: * OJ r -Po..,. .-v>\.I\1i-.(?ttV"\' \( u~ ' . , CWH !C6ndo pJGl+ lo...+er-) ~ 1Z-e~ -fu ~-(s: I encies/Departments to Contact (circle): A Hi way Dlstric Nampa and Meridian Irrigation Parks Department Idaho Transportation Department Settlers Irrigation Public Warks Department Sanitary Services Corporation ctire Vepartmeii'f.) Building Department Central District Health Police Department Otb.er: Applications Required (circle all that apply): Accessory Use Design Review Alternative Compliance Final Plat Modification Annexation Misc. (DA Modification) Certificate of Zoning Compliance Planned Unit Development Camp Plan Map Amendment Preliminary Plat Comp Plan Text Amendment Private Street cQonditionalUse Perm1t\ ~ Short Plat Time Extension UDC Text Amendment Vacation Variance Other: Additional Pre-Application Conference (circle one): Anticipated Submission Date: f.e..b. 15-1h. , LoOI RequITed Not RequITed An.. d H · D t vv-.t c1 A-..-.ri \ ) "? 00 ~ tlclpate eanng a e: I' I Y , J- L. I NOTES: 1) Applicants are required to hold a neighborhood meeting, in accordance with UDC 11-5A-5C, prior to submittal of an application requiring a public hearing. 2) Except for UDC Text Amendments, Comprehensive Plan Text Amendments and Vacation applications, all other applications requiring a public hearing shaD b.e posted in accordance with UDe 11-5A-5 D. 3) The information provided during this meeting is based on current City Code and Comprehensive Plan. Any subsequent changes to City Code and/or the Comprehensive Plan may affect your submittal and/or application. This pre-application meeting shall be valid for 6 months. Bellabrook Development -Neighborhood Meeting January 31, 2007 Erickson Civil Engineering Office NAME ~~ Gf.A/e s t-r-~ I-e ADDRESS r~~ If;! rJ, LJ~~;"I"6; 8 ~ S- E /?/lIe Ave PHONE # &;'7- >~ ~3 77- gtf.su ./l1A~st/A-u- SAf/7LJ Y1R.s /PtPf;L<fT 88(f- :J2-7{ !l n III /.() I'~ r.e../I ~ J ~ S '?tC'Cud ~g<6 - , q Cf1 Ilfullj1- AIf:'f/JA/fJr:(.-/' ~5S S, LXu& GloVE ?Ie;':) -f73~ SLN Planning, Inc. 148 N. 2ND Street Suite 101 D Eagle Idaho 83616 D Office 208.938.3812 D Fax 208.938-5873 January 24, 2007 Dear Neighbor; Please accept this invitation to attend a neighborhood meeting to review the revised development plan for a townhouse project in your area. We will be providing a preliminary plan for your review at this time. The property is located on the east side of Locust Grove Road, north of Watertower Street (see vicinity map below). For those interested, please join us at 6:00 p.m. on Wednesday, January 31,2007 at 1854 E. Lanark Street in Meridian (take Franklin east to Nola, north to the northeast comer of Nola and Lanark, before RR tracks). The meeting will be held at the office of Erickson Civil Engineering. The developer will be present to review and discuss the current development layout and address any questions. We look forward to seeing you there. Sincerely, d. Shawn L. Nickel ~ J l " ~ I CDANIL"I TN I:'DA a.,v. Tr..1 fDANll'1 TN FDAhlll"1 TI\I ~ ___n_ - - --- du_~n "~-1 - LU --- - - ~~ ~ \ "-- \ ; I \ Sf ~.:. ~ a:: (Ill - .... L I. ) r~~~~~I~! 111 >-rllllll I I .J~ MIII- ....~'- -=tj,;;'" I'. (~~~ "~Cjt:o: r- ~ - ~H'" ~ \1~" II ~ t::;;~" I IWLiil N ",r ~ - Ij;I II;;; ... 1\.. ~~~~PlI rul-i~~t:. 0 ~T:U c~ II :~~,,~~- \J'! o:.-~ ~>-~;~I ,~ c:=u ....1 ~ ~~ :l.al:~ .~ _~ ... 'J ---, f-- lr rI j rt I ;; ~rl t= :: r n. Cf-i \~ =1--.-8 -l ~ 'i I t..; == ~ -- = f\. (~:r~ N if)A ~'~EQ:.~Y/ DA Q - r--- ~ , (AL_~~~ ::!.I!.. 'AI I ......,. .. ,,,,. ...... L ------- --- ( AFFIDAVIT OF LEGAL INTEREST That I am the record owner of the property described on the attached, and I grant my permission to: S {-I'~ '.R-..I\-r''"f..~ I . ~f./ ? .--:;. . ~~-;.:~ E-fiCf'~-'.:;,>r{ (name) STATE OF IDAHO ) ) COUNTY OF ADA ) , ~ ~ ---- I, ~ f PI::.j (ft/?(~--lb( ( " ~cL- (name) JIV1 ~;:/"f' /fe( ( city) being first duly sworn upon, oath, depose and say: 1. I /,rJ.-/-I~ L ,1'. ~L'/ k"". ..--.- t) > '-I !? L-/?-r-/ /t-}'-r-~.. . ( address) I p/l7ro (state) (tr8 1'1., :? /1.-(.:.."> s:.;/ It:... I'/-C ~ //~ 8 S C r' G /g~-;y. .-:C'" C-/1r-~.(/1-y2r~ C;.'( ~/4/~:.-f.r< (/;) e~~~-l':2 to submit the accompanying application(s) pertaining to that property. ( address) 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 /' y' f- ~ day of Ie 6~ J/l,r \ / ~_/~ '~~i~nature) ~ 20 o '7 SUBSCRIBED AND SWORN to before me the day and year first above written. ~~ d4~~--~~ ,"'....."., ,., NI I#~ ~,., Y. Cl(e. ~##~ ~.. ..& ~ ..........:( ~~ I~ .-... ti T e. ~ Ill: O~~RY .~ic: . CJIIJ ~ , . : = ,. c...: : : "' : : \.. putty ...~: ~ . ~T~ , .... ~ ,.,..".. ~.4J ~1- ... \.<:) ...... ~##~ J1 TE 0 ~ ~.... ..,....... I" ,,,,,, (Notary Public for Idaho) Residing at: L- /l \ /~ / f My Commission Expires: TO 7--2-Z-cJ8 COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) lI-5A-5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign( s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC II-SA-5. ~ --d!~ J 7Z~4!'J , ..---J/ d'-/L/-V ~ Applicant/agent signature Date (~ Bellabrook Villas Seasonal High Groundwater Report Project Description The Bellabrook Project is a Multi-family residential project with thirty four (34) living units on 4.38 acres in a proposed R-15 zone,. The project is neighbored to the north by a 50~foot wide strip of unplatted property and Woodbridge Subdivision1 to the west by S. Locust Grove Roadl to the south by the Church of the Latter Day Saints, and to the east by a single family residence with pasture. Storm water from the public right-af-way and residential lots will be discharged to subsurface drainage facilities and retention ponds located within the development Site Characteristics The site is currently vacant and covered pasture grasses. one single family residence} and two accessory structures that will be removed with the project. The west half of the site topography (approximately 3.38 acres) slopes downward to the west towards locust grove road at a varying slope of approximately 2.0 to 4~OoA..,. The easterly portion of the site (approximately 1 acre) slopes downward towards the east to Five Mile Creek. Subsurface soil conditions are typical for the area. The Soils Survey of Ada County Idaho classifies the site soils as ttPower Silt Loam" with 2 to 40/0 slopes~ The soils are very deep and wen drained. The surface layer of soil is silt loam and is approximately 6~inches thick. Below the surface layer is silt loam and silty clay with an approximate thickness of 21-jnches~ Soils at greater depths are classifies as free draining sands and gravels. Seasonal High Groundwater Elevation ACHD performed groundwater monitoring for the storm drain pond located at the southwest corner of Locust Grove Road and Franklin Road. The subject property lies about 4...10 feet higher than the top 0 f the storm drain pond site~ The seasonaJ high groundwater elevation ranged from 2615 to 2617 (NAVD). The ground water elevations notes reflect seasonal high ground water depths ranging from 10.0 feet to 12.0 feet below the finished grade of the site. The specific ground water elevation data nearest to the respective stormwater facility was used for design of the individual stormwater facilities. Based on the geotechnical research and existing facUities within close proximity to the site, it can be determined that the site has suitable soils at depth for percolation (infiltration galleries) and suitable groundwater characteristics for subsurface stormwater disposal. This site has historically been irrigated, and it is possibre that with this development; and the development of surrounding properties, that the seasonal high groundwater elevation may slightly decrease in the future. " Ros K~ rickson, P .E. Project Manager Project No. 105005 2/8/2007 LETTER REPORT Limited Geotechnical Services Proposed Bella Brook Subdivision LOCltst Grove Road Meridian1 Idaho fll\:-1-&'91'/-Iy ;::rott4 ../-he: <:qroull\..:7 Up ............... <;~. u n~ c 1- n.:i( >\; ~ J....:.;';lt ~ L L P n..;f'-;l ,~:. \~.>\ 1 EF-lfi-L S -{'" [" ~:;T i~ 1....-; December 12,2006 TRQTQ ( 8 STRaTa GrOff 01UICAl [~.j(~IUt f.Im~(j ... MAT r UIA.l 5 TESllNG December 12,2006 File: QUASAR B06286A 1. ~.J--:.C)"-, I r ;: ;..(.~,,~ 4/1r e l' ""'141\..1 ur Ms. Amanda Alvaro Quasar Development 1 099 S. Wells Streett #200 Meridian, 10 83642 RE: LETTER REPORT Limited Geotechnical Services Proposed Bella Brook Subdivision Locust Grove Road Meridian, Idaho Dear Ms. Alvaro: STRATA, Inc. is pleased to provide our authorized limited geotechnical engineering evaluation services to assist you and Erickson Civil. Inc.. with civil infrastructure design for the proposed Bella Brook Subdivision, located south and east of the intersection of Franklin and Locust Grove Roads in Meridian, Idaho. STRATA's services are limited to providing geotechnical recommendations for stormwater disposal and pavement design and do not include recommendations of any kind for residential lots. Additionally, we understand that you will need an estimate seasonal high groundwater at the site to assist stonnwater design. PROPOSED CONSTRUCTION Based on our conversation with Mr. Ross Erickson. and review of the preliminary plat for the proposed subdivision, we understand that the development will consist of a residential subdivision that will connect to city sewer and water utilities. The proposed subdivision is approximately 4..4 acres in size and asphalt pavement will provide access throughout the subdivision and connect to Locust Grove Road to the west. The subdivision roadways are expected to be constructed in accordance with ACHD requirements. Stormwater is anticipated to be retained on-site and disposed of in subsurface infiltration facilities. SITE DESCRIPTION The parcel is located in the City of Meridian, Ada County. Idaho and resides in the northwestern corner of Section 17 Township 3 North. Range 1 East, Boise Meridian. The site is bounded by Locust Grove Road to the west and residential and commercial development to the north, east. and south. Five Mile Creek is present in the eastern portion of the property. near the property boundary. An existing residence with associated outbuildings occupies the central portion of the parcel. IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com8653W.HackamoreDr.Boise. Idaho 83709 P.208.376.8200 F.208.376.8201 ( Proposed 8ena Brook Subdivision GEE File: QUASAR B06286A Page 2 FIELD EXPLORATION STRATA observed the excavation of 2 exploratory test pits on November 17, 2006. Approximate test locations are provided on Plate 1. Test Pit Location Plan~ The soil encountered in each exploration location was visually evaluated referencing the Unified Soil Classification System (USeS), and soil profiles were logged by our field engineer. A brief explanation of the uses is presented on Plate 2 and should be used to interpret the terms used on the test pit logs. Individual exploration logs are included in the Appendix to this report. Select soil samples were retained for laboratory testing. At the conclusion of our subsurface evaluation, test pits were loosely backfilled level with the existing ground surface, where possible. Exploration locations are indicated by the presence of observation wells and/or flagged stakes. We recommend exploration locations be surveyed so that an accurate record of their actual location can be obtained. If test pits are located beneath proposed building, pavement or sidewalk areas, the loose test pit backfill should be re-excavated to sufficient depth to expose undisturbed native soil and backfilled with structural fill according to the recommendations provided herein. Subsurface Conditions Two test pits were advanced to depths of 10 to 13 feet in locations shown on Plate 1 in November 2006. Soils encountered within the explorations typically consist of near-surface fat clay overlying variably cemented silt and silty sand, which is underlain by poorly-graded gravel with sand. Near-surface clay was described as brown. very stiff to hard, and moist. extending to a depth of approximately 1.5 feet in the test pit locations. Below these depths, tan to yellowish-brown. hard. sandy silt and dense silty sand was encountered. Sandy silt and silty sand exhibited intermittent weak to moderate calcium carbonate cementation and was observed to extend to depths of 5 to 11 feet within the test pits. Below these depths. gray. dense. moist, poorly-graded gravel with sand was observed. Gravel soil extended beyond the termination depths of both test pits. Groundwater was not encountered within the depths explored during our field investigation. Groundwater levels within the project vicinity are primarily a function of irrigation in the area, and seasonal high groundwater is anticipated to occur during the irrigation season. Based on review of topographic information and our knowledge of the area, it is our opinion that groundwater in the project vicinity will remain at depths greater than approximately 12 to 13 feet below existing ground surface in the western portion of the site. This depth corresponds to approximate Elev~ 2715. Note that the depth to groundwater is only an estimate. and some seasonal and yearly fluctuation may be observed. We recommend that monitoring of the piezometer installed on-site be performed during the irrigation season to verify the above estimate~ fj IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com ( Proposed Bella Brook Subdivision GEE File: QUASAR 806286A Page 3 Laboratory Testing Laboratory testing was performed on select soil samples obtained from our field exploration. Laboratory testing is accomplished referencing ASTM procedures. Laboratory testing included in situ moisture content determinationst grain-size distributions, Atterberg limit determinations and an R-value. Laboratory index test results are provided on individual test pit logs in the Appendix. R-value test results are presented as Plate 3. GEOTECHNICAL OPINIONS AND RECOMMENDATIONS General It is our opinion the site is suitable for proposed infrastructure from a geotechnical standpoint for the proposed project, assuming our recommendations presented in this report are adhered to. Our recommendations and opinions contained herein reflect our understanding of the location and configuration of the proposed development and subsurface conditions encountered during exploration. It should be noted that soil conditions may vary between the test pit locations at the proposed site. Variation of soil conditions will not be known until construction. and may impact construction plans. If design plans change. or subsurface conditions between test pit and boring locations vary significantly from what was observed during our subsurface evaluation, we should be notified to review our recommendations and make any necessary revisions. Approximately 1.5 feet of fat clay was obselVed at ground surface in test pits locations. Based on limited laboratory testing. it is our opinion that this soil will be susceptible to shrink/swell movement associated with changes in moisture content. This movement can potentially result in damage to foundations, flatwork, and/or floor slabs of structures. Although the scope of our services does not include any lot-specific evaluation, we recommend that each individual homeowner and/or builder consult a qualified geotechnical engineer during construction. Earthwork We recommend test pits be relocated in the field prior to earthwork construction. If test pit backfill is located beneath the future pavement, sidewalk or residential lots. test pits should be re-excavated and backfilled with structural fill that is placed and compacted in accordance with this report. Near-surface soils were observed to consist of highly plastic fat clay. These soils will be subject to shrink/swell movement associated with seasonal changes in moisture content. This movement will be observed as heave if construction proceeds when clay soils are predominantly dry, and may be observed as settlement if construction proceeds when clay soils are relatively moist. Structures supported by these clay soils will be subject to movement associated with the seasonal moisture fluctuation. Considering this. two alternatives are considered acceptable for subgrade preparation below pavement and ~ ~ IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com Proposed Bella Brook Subdivision GEE File: QUASAR B06286A Page 4 sidewalk areas. Alternative 1 involves complete removal of clay soil, and will result in low potential for shrink/swell related movement.. Alternative 2 will require moisture conditioning of clay soil. and some risk of shrinklswell-relate~ movement will remain wjth this option. A detailed description of each earthwork alternative is described below: Alternative 1 - Removal of Clay Soil: If the potential for some shrinklswell- related movement is unacceptable, STRATA recommends that near-surface clay soil be removed below all planned pavement and sidewalk areas. This will require excavation depths of up to approximately 1.5 feet below existing grades. Following stripping, subgrade soils within pavement and/or sidewalk areas should be proofrolled with a minimum of 5 passes with a vibratory roller with a drum weight greater than 5 tons. If any weaving or pumping is observed. those areas should be removed to sufficient depth to expose competent native soil and replace with structural fill. Once a stable subgrade has been achieved. structural fill placement can commence to achieve desired site grades.. STRATA should observe all proofrolling and site preparation procedures to verify no soft or pumping areas exist prior to placement of structural fill. Alternative 2 - Moisture Conditioning of Clay Soil: If the potential for some movement of pavement and sidewalk areas is considered acceptable. clay soil can be left in place below pavement and sidewalk areas. If this option is selected, STRATA recommends that near-surface vegetation and root matter be stripped to a depth of approximately 6 inches. Following stripping, exposed clay soils should be scarified to a minimum depth of 8 inches and recompacted to between 92 percent and 98 percent of the maximum dry density! as determined by ASTM D 698 (Standard Proctor). Additionally, clay should be moisture conditioned to between +2 percent and +4 percent above optimum moisture content. Structural fill or subbase material must be placed as 500n as possible following moisture conditioning of clay soil to avoid drying. All fill placed to support pavement and sidewalk areas should consist of structural fill. Structural fill should be free from vegetation or organics and be moisture- conditioned sufficiently to achieve compaction requirements.. All structural fill should be classified as silt, sand, or gravel (SP. SW. SM. GP. GW. GM or ML) in accordance with the USCS. Structural fill should have a maximum cobble size of less than 6 inches in diameter.. On-site silty sand and sandy silt soils may be used for structural fill; however, these soils will require special attention and must be moisture conditioned to near optimum moisture content during placement. Additionally, during periods of extended wet or cold weather. silt soils may be difficult, if not impossible to utilize as structural fill. Clay soil should not be used as structural fill in any case. Structural fill should be placed to the subgrade elevation in uniform. maximum 8- inch-thick, loose lifts and compacted to a minimum of 95 percent of the maximum dry density of the soil, as determined by ASTM D 698 (Standard Proctor). This assumes heavy compaction equipment. such as rollers, with a minimum drum weight of 5 tons is used. The maximum loose lift thickness should be reduced where smaller and/or lighter . IDAHO MONTANA NEVADA OREGON UTAH WASHJNGTON WYOMING www.stratageotech.com ( Proposed Bella Brook Subdivision GEE File: QUASAR B06286A Page 5 compaction equipment is used. STRATA must be retained to perform field density testing of structural fill to verify contractor compliance with the above minimum compaction criteria. Wet WeatherlWet Soil Conditions We recommend site construction be undertaken during dry weather conditions. If site construction, particularly grading, is undertaken during wet periods of the year, the on-site clay or silt will be susceptible to pumping or rutting when subjected to heavy loads from rubber-tired equipment or vehicles. which exert a point load. Wet weather earthwork should be performed by low pressure, track-mounted equipment that spread and reduce the vehicle load. Work should not be performed immediately after rainfall. All loose and disturbed areas should be excavated to undisturbed soil or recompacted to structural fill requirements. Compaction of the fill should be sufficient to preclude pumping of the underlying soil. In summary, careful construction procedures are paramount to the successful grading operation if the on-site soil is wet. Additional precautions should be taken if subgrade soils are to be exposed to freezing temperatures. STRATA should be contacted to provide recommendations prior to initiating or delaying construction during wet or cold weather in order to improve earthwork efficiency. achieve a stable subgrade and to help mitigate frost conditions. Pavement Areas Recommendations outlined in the Earthwork section of this report should be accomplished in all pavement areas. The pavement subgrade elevation is anticipated to be variable and may consist of either clay or sandy silt and silty sand soil. For these subgrade soils, we recommend the following flexible asphalt pavement section be utilized. Local Roadways - Flexible Pavement (TI=6.0, Clay Subgrade) 2.51)- Type III asphalt concrete top course 4.0". %-inch-minus. crushed sand and gravel base course 14.0"- Pit run sand and gravel subbase course Local Roadways - Flexible Pavement (11=6.0, Silt or Silty Sand Subgrade) 2.51)- Class III asphalt concrete top course 4.0"- %-inch-minus, crushed sand and gravel base course 8.0"- Pit run sand and gravel subbase course The above-recommended flexible pavement section is based on a maximum 20- year design life and a traffic index (TI) of 6.0 considering local streets. Based on anticipated pavement subgrade elevations, clay soil is likely to be present in portions of the pavement subgrade with silt or silty sand present in other portions. STRATA has ~ ~ IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com ( Proposed Bella Brook Subdivision GEE File: QUASAR B06286A Page 6 assumed an R-value of 5 or less for clay based on our experience and has assumed an R-value of 30 or silty sand and sandy silt, based on R-value testing. If the subgrade is moist at the time of construction, consideration may be given to use of a woven stabilization fabric, such as Contech C200. STRATA recommends that we be retained to visually inspect pavement subgrade soils and prior to placement of structural subbase. The subbase should consist of 6-inch-minus. well-graded sand and gravel consistent with Idaho Standards for Public Works Construction (ISPWC) Section 801, and with less than 10 percent passing the No. 200 sieve. The base course should consist of 3/4-inch-minus, well-graded, crushed sand and gravel with less than 9 percent passing the No. 200 sieve and consistent with ISPWC Section 802. The subbase and base course should be compacted in accordance with the Earlhwork section of this report. The asphalt concrete for the flexible pavement area should have material properties as specified in ASTM D 3515 and have a mix design with a maximum aggregate size between 3/4 and 3/8 inch. The asphalt concrete should be compacted as required by ISPWC Sections 809 and 810. We recommend crack maintenance be accomplished in all pavement areas as needed and at least every three to five years to reduce the potential for sutface water infiltration into the pavement section and underlying subgrade. Stormwater Disposal Recommendations As previously discussed, soils encountered consist of near-surface clay overlying variably cemented sandy silt and silty sand, and poorly-graded gravel. Silt and clay soils, as well as cemented silty sand1 are anticipated to exhibit relatively low infiltration rates and STRATA does not recommend the disposal of stormwater within these soils. STRATA recommends that the subsurface infiltration facilities be extended a minimum of 12 inches into non-cemented, poorly-graded gravel with sand encountered at a depth of approximately 11 feet in the proposed stormwater disposal area. Infiltration testing performed on non-cemented poorly-graded gravel indicates an infiltration rate in excess of 40 inches per hour. STRATA recommends a design infiltration rate of 8 inches per hour be utilized for subsurface infiltration facilities extending a minimum of 12 inches into non-cemented. poorly-graded gravel soils. Overexcavations required in infiltration facility locations may be backfilled with clean gravel with sand and/or ASTM C 33 filter sand in the bottom of the infiltration facility to achieve the required groundwater separation. As discussed in the subsurface conditions section of this report. groundwater was not observed within the depths explored, and is anticipated to remain at depths of greater than 12 to 13 feet throughout the year in the area of the proposed infiltration facility. . IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com / t ( Proposed BeIJa Brook Subdivjsion GEE File: QUASAR B06286A Page 7 CONSTRUCTION OBSERV A TIONANO TESTING We recommend STRATA be retained to observe all infiltration facility excavations and subgrades for pavement areas to verify site stripping, unsuitable soil removaC and excavation have been accomplished in accordance Wittl the recommendations in this report. STRATA can also provide construction materials' testing of concrete, reinforcement, and asphalt, If we are not retained to perform the recommended services, we cannot be responsible for related construction errors or omissions. The recommended services are not included in this evaluation and would be billed on a time and expense basis~ EVALUATIO:N LIMITATIONS This report has been prepared to evaluate the subsurface conditions and provide linlited geotechnical recommendations for pavement and stormwater disposal for the proposed Bella Brook Subdivision located in Meridian, Idaho. Our services did not include a specific evaluation for residential lots or residential construction. Our services consist of professional opinions rnade in accordance with generally accepted geotechnical engineering principles and practices as they exist in southwest Idaho at the time of this report. This acknowledgement is in lieu of all express or implied warranties. This report has been prepared exclusively for the use of Quasar Oeveloplnent and their retained design consultants and for the project as described; we cannot be responsible for any other use of this report We appreciate the opportunity to assist you on this project If you have any questions, please call. The following plates accomp.any and complete this report. Plate 1: Plate 2: Plate 3: Appendix A: Site Plan Unified Soil Classification System (USeS) R-Value Test Data Exploratory Test Pit Logs B N/MGW/kf cc: Mr. Ross EricksonlErickson CjviLlnc~ Sincerely~ STRATA, Inc. ()8 fE: sr.e. nt N. .o.rri..S. E. .I~.T.. J ... l .../ S;;]JiJlff MichaelG. Woodworth, P .E. Project Geotechnical Engineer ~.... ~ iDAHO MONTANA t~EVi\DA OHEGON UTAH \'VASHiNGTON VVYOMfNG www..stratageotech.com UNIFIED SOILS CLASSIFICATION SYSTEM GRAPH LETTER SYMBOL SYMBOL ++:~ 0+: ~~~It~~. GW #' ~ .. .,... .. . ;.- MAJOR DIVISIONS CLEAN GRAVELS GRAVELS COARSE GRAINED SOILS GRAVELS WITH FINES CLEAN SANDS SANDS SANDS WITH FINES SilTS AND CLAYS LIQUID LIMIT LESS THAN 50% FINE GRAINED SOfLS SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50% GP GM GC sw SP 3M sc ML CL OL MH CH OH .. SOIL CLASSIFICATION CHART PT ~ Standard 2-1nch 00 W Split-Spoon Sample I. California Modified 3-lnch 00 Split-Spoon Sample D Rock Core D Shelby Tube. 3-lnch OD Undisturbed Sample v BORING LOG SYMBOLS Groundwater After 24 Hours Groundwater at Time of Drilling GROUNDWATER SYMBOLS ( lYP1CAL NAMES Wen-Graded Gravel, Gravel-Sand Mixtures+ Poorly-Graded Gravel, Grovel-Sand Mixtures. Silty Gravel, Gravel- Sand-Silt Mixtures~ Clayey GroveL Gravel- Send-Cloy Mixtures. Well-Groded Sand, Gravelly Sand. Poorly-Graded Sand. Gravelly Sand. Silty Sand, Sand-Silt Mixtures. Clayey Sand, Sand-Cloy Mixtures~ Inorganic Silt, Sandy or Clayey Silt~ Inorganic Clay of Low to Medium Plasticity, Sandy or Silty Clay. Organic Silt and Cloy of Low PIQsticity~ Inorganic Silt, Mica- ceous Silt, Plastic Silt. Inorganic Clay of High Plasticity, Fat Clay. Organic Clay of Medium to High Plasticity. PeatJ Muck and Other Highly Organic Soils. I BG I Baggie Sample I BK I Bulk Sample IRGI Ring Sample TEST PIT LOG SYMBOLS fj l ISTRa.Ta. I ~,<-:_.,;~< ,...,-.....",.. .>...,...+"-t;'~A~ >t:'''''''~>e.",,'' ..,.'t.~ ,.'.~ L._...".~~~:":,~~2:~i:::~::::.l,,_~~~/'~.~~ QUASAR B06286A PLAn:: 2 _ R- VALUE IDAHO T-8 Lab Number: 86L2439B File Name: QUASAR B06286A Date Sampled: 11/17/06 Sampled by: BDN/Strata Date Received: 11/17/06 Tested by: CAKlStrata Project: Bella Brook Subdivision Client: Quasar Development Sample 10: Subgrade Soil Location: TP-1, 1.5-2.0 ft. Soil Description: Silty Sand with Calcium RVALUE DATA .percolation: None Polnt 1 Polnt 2! Point 3 Exudation, PSI I 169 213 I 238 -- 96.8 \ 97.~ Dry Density, PCF 96.4 Moisture Content, ok 19.7 19.0 18.4 .---.. -- Exp. Pressure, PSI 0.00 0.03 0.12 SOIL CONSTANTS R VALUE: 34 8 0 GRADATION: AASHTO T-11. T27 (J) SCREEN AS RECEiveD AS TESTED SIZE % PASSING % PASSING 0 0 0 4" co 3- g 2" 0 ,... 1" <1 13/4" 0 0 ~ 0 (() i 1fT fU :; I 3/8" 0 ~ 0 i No. 4 100 100 0 lt1 :5 ! No, 8 0 ~ I No. 16 :::J 0 dj 0 ~ No. 30 8 I No. 50 I 0 l No. 100 C") i ! No. 200 , 0 I I 0 I 0 N o -.:i & ~ . ,. 0 11 J! 1:\ ~ .' ~ u -- ~ '1i V ~ "~ V / Y' V ....~ V V V V I I / V '" , i V ./ V ;7 ~ 1 /" V - ,.-- I / ./ V V / V '" ~ I j V V , ./ /" - -L : /' ,/ V 7 V ",.. ~ i / / /" J ./' V v I i ~ ~ /' /' v ,,/ v / I / / V ./ V I I ~ ~ v ? [>c ",,- '/ ;7'" I \ /' ~ i/ V ~ I, I ~ ~ ~ ::: V ....... ~ I ~ I ./ ~ ~ ~ /" I I ....... - -- I GI 1 I _ ___.1.-- I ---- ~ L-I 'r-t! ~ I ~ lO (1) o cti o =-lQ U) .. e:.N QJ 9 U) m 0 D: N- c: l~ .n ~ . q- .- lO o. o 0 ci' 8 ~ ~ ~ g g ~ ~ ~ ~ o~ R value Note: This report covers only material as represented by l s s mple and does not necessarily cover all soil from this layer or source. . STRcTo (l:I-U :';t'.<I't...~ t "'.c.tl.~'lIVh",), ""'~t.~t.:..'!'. 1t :,.H~-ICl .""-J~~rl:.tr r, 0... "'A~ qn...'ffJI or Reviewed by: Plate 3 (' APPENDIX uses Description Fat CLAY - brown, hard, moist Sandy SILT - ton. medium dense, moist. Silty SAND - orange. dense, moist. Poorly-Graded GRAVEL with Sand ond Cobbtes- -gray) denset moist. Test pit terminated at 13 f eet 8GS~ Client: QUASAR Project: B06286A Backhoe: CAT 4200 Depth to Groundwater: N/A ...-... :x:'Z b:~ w 06 : - - ... :-1 - - - - - - :-2 - - - - - - - -3 ..... - -4 - : - :-5 - - - - - - .... :-6 - .... - - - - - ;;-7 - - - 0-. - - .. - :-9 - - - - :.. 10 - - - - - - ~ f.,.. '- ~ ~ i- I ~ ~ ~ f- -12 - - ...,... _ J ..,J ...... v U)t.I1 ~S =>u CH I~ I I ~ --I a OJ ::E. ~ W .....JC) 0-0.. ::; >.. (1i~ en ~~g ~ ~N ~ 0- o.Ui ~z ~ - - - : =- 14- : _. :. - - - ::... 1 5 Test Pit Number: TP-l Dote Excavated: 11/17/2006 Bucket Width: 2' logged 8y: 8N ML SM ; 'fJ' Vj<{; Q :1$ : !~ ~L,,< ~, 001'" ~ '""." 11,0 '~ ~. ffJ. r,,,, 1t~ p' !) >$- *: ~ kl: ~ , t',d ;) (I;tf Ql 'P oT 1 ~ J .., }J " ~O:..: i/ ,> Ct', O~ . ". ~~ . C>~. ~ 1', . . ~ L:: GP ~ I I I I I ' 1 88 20..2 ..-... ~ ~.......... E.....,.; V) c: ~5 2 :::sC a U (''- ~ "Vi c:c ~~ c:-.- 0. .-Jj~ Jl ~ .:::.. g~2 o..<u4} o...e REMARKS Note: BGS := Below Ground Surface Moderate vegetation and organics observed to 4 inches BGS. Atterberg Limits; LL=69, PI=49 Weak cementa tion observed from 1.5 to 3 feet BGS. 'Neak cementation observed from 8 to 10 feet 8GS~ Percolation test performed ot11 ~Eieet BGS. Infiltration rate = >40 in/hr meosu(ed~ Max cobble size := 12 inches, Standpipe piezometer installed to 13 feet BGS. EXPLORATORY TEST PIT LOG . STRaTe 1;<t :;::n:;..-'z..k t';::;:lif.t U'~:i V.\'~ y.;.A.:: tj't",1:::Y,~ j^#\j.':!JNty /tV':-4 .N1.~ t:"'f'''~(''IJ~Vr 4.5+ Sheet 1 of 1 ( REMARKS ....'~~ ~, -.- :;), - 1ii c: ~- ~ o~ ==s 1:' .0 c.............. ~~ 2:;:-"'-' Q _ J ~ ~~-=- g~~ c... ~ cu a... E C'l .~ 8 4J t:n- N > o 4) 0... 0.;; ~% .......... ;:c:'11) t- iU 0- u.. W Q.g -1 o to ~ w ......J-e> o...Q.. ~~ ~~ ,=>u uses Description Note: BGS= Below Ground Surface Moderate vegetation and organics observed to 4 inches BGS. Fat CLAY - brown, very stiffi moist. Silty SAND - orange. dense, moist. ~ !~ r;: ~ ~l$ " j . r~" I :$ * ~w , ';::l~ t;.<s, I tf ~ ~ I ti g.. fl> I {t, ; Q t} ,'~ tI' ~l~ e ~It;i t! ... ~} GP O' '. ~ ~. :, 'p': . Poorly-Graded GRAVEL with Sand and Cobbles- gray. dense. moist : ~O: ~ · . Test pit terminated at 10 f eet BGS~ EXPLORATORY TeST PIT LOG 8 STRaTa. Test Pit Number: TP-2 Dote Excovated: 11/17 /2006 Bucket Width~ 2' ~ogged By: 8N Client: QUASAR Project: B06286A Backhoe; CAT 4200 Depth to Groundwater: N/ A ~iiO <;;~r. ~,,;.t.., (M:7.',;:~'~>) ~ ~M..ln">f.J'.f. ~J.'~l....t~ :t";f,,~~':;~ ~', If" /'; t},I-" J'-;w.* i.:-:I' i. ':u 1\ ,1 l1r Sheet 1 of 1 10AHO MOifTANA N(\h\D/.. OHEGON UTAH V'h''<,SHING10N WYCMVJG www.strat~geotndl.tOm: STRc.T~ GEOTECHf\lICAL ENGINEERING & MATERIALS TESTI~JG Rl\DIUS NOTICE REPORT OJ -i\ far- 2007 FILE NAME: Bella ( O\vners O,,'ner Address ANDERSON LAURA H ANDERSON ELWOOD ALLEN Property Address: ANDERSON MARCIA A Property Address: C & S DEVELOPMENT LLC DM INVESTlvIENTS LLC Propeliy Address: CANO PHlLIP N CANOJACQUIE Property Address: CARTER NORMAN D CARTER SHARI L Pro]leliy Address: CASCADE VENTURES LLC Property Address: CHURCH OF JESUS CHRlST LA lTER DAY SAI Prope11y Address: CHURCH OF JESUS CHRlST LA lTER DAY SAI Property Address: CLARK SC01T A CLARK P A11ELA L Propeliy Address: 255 S LOCUST GROVE RD tv1ERIDIAN, ill 83642-0000 1684 E BOWSTRlNG ST ivIERIDIAN, ill 83642-0000 8352 S OLD FARM PL l'vfERIDIAN, ill 83542-0000 474 S TRUSS AVE tv1ERIDIAN, ill 83642-0000 473 S TORlNO AVE MERIDIAN, ill 83642-0000 J 161 W RIVER ST STE 260 BOISE, ID 83702-0000 Bella Bella Bella Bella Bella Bella 50 E NORTH TElv1PLE ST FL 22 SALT LAKE CITY, UT 84150-0002 Bella 50 E NORTH TEMPLE ST FL 22 SALT LAKE CITY, UT 84150-0002 476 S TORlNO A VB tvfERIDIAN, ill 83642-0000 Bella Bella O"'ners CULLIP RODNEY L CULLIP SHIRLEY A Property Address: CUNNINGHA1vI JERRY J CUNNINGHA1vI BETTY L Property Address: DAHLKE JEFFREY D DAHLKE TRINA R Property Address: EWING KENNETH I BROWN MOLLY A Property Address: GAMINO GLORIA Propert)' Address: GO SEAN LINK TRACI Proper'l)" Address: HARRYMAN ERIC M Property Address: HASH WILLIAM MILES HASH CANDY LYNN PrOI>e11y Address: HEBISON DAVID M HEBISON JENNIFER A Property Address: HOOVER DANIEL Propel1y Address: . _ __ _ _1' O,vncl. Add rcss I 821 E FRANKLIN RD I'v1ERIDIAN~ ID 83642-5907 1874 E BOW ST-RING ST MERIDIAN, ill 83642-0000 437 S TRUNNEL AVE MERIDIAN, ill 83642-0000 457 S TORINO AVE NlERIDIAN, ill 83642-0000 1400 E OCEAN BLVD # 2112 LONG BEACH, CA 90802-6940 1728 E BOWSTRING ST MERIDIAN, ID 83642-0000 475 S TRUSS AVE MERIDIAN, ill 83642-0000 1734 E BOWSTRING ST 1{ERIDIAN,ID 83642-0000 24335 YARROW LN MIDDLETON, ID 83644-0000 1752 E BOWSTRING ST MERIDIAN, ill 83642-0000 Bella Bella Bella Bella Bella Bella Bella Bella Bella Bella 2 O,yners JE DEVELOPrvIENT LLC Property Address: IE WETr J AIv1ES L Propeliy Address: JONES CA THERlNE 0 Property Address: JORDAN RICK L JORDAN CHRISTY J P.'"opeliy Address: LOCUST GROVE PARTNERS LLC Propeliy Address: M2 LAND LLC Propel1y Address: MURDOCH C01vllv1ERCIAL LOT OWNER'S ASS Property Address: O'DONALD SHELLEY PrOllerty Address: OSBORNE ENTERPRISES PrO)lerty Address: PURYEAR KAREN M Property Address: -- __._ - ____ _ ___~. . _______.___ _ ____ ____~._ ______1 O"rner Address t854 E LANARK ST rvrERIDJAN. ID 83642-0000 1560 E CAROL ST tv1ERIDIAN~ ID 83646-0000 435 S TRUSS AVE NlERIDIAN, ill 83642-0000 1702 E BOWSTRING ST !v1ERIDIAN~ ID 83642-0000 1501 S FEDERAL WAY STE 400 BOISE~ ID 83705-2591 1290 BUTTERFIELD RD SAN ANSELMO, CA 94960-0000 1087 W RIVER ST # 250 BOISE, ill 83702-0000 458 S TORlNO A VB MERIDIAN, ill 83642-0000 Bella Bella Bella Bella Bella Bella Bella Bella 13965 W CHINDEN BLVD STE 300 BOISE, ill 83713-0000 1740 E BOWSTRlNG ST MERIDIAN, ID 83642-0000 Bella Bella 3 -~-~~~.. ,~- --- -- ------~-~~~~~-~ - ----- O,yners ROBERSON ERNIE M Propel.ty Address: SMITH MARSHALL ROSCOE PrO]lel~Y Address: SMITH ROBERT R SMITH RUTH G Pl'"operty Address: SNIDER IvIICHAEL D Property Address: SPRA'IT GEOFFREY WILLIAJv1 D Property Address: THACKERY LARRY] THACKERYPAlvlELAJ Propert)7 Addl'"ess: TORRES THOMAS T Property Address: TROUPIS CHRIST TROUPIS MAUREEN D Prollerty Address: WITIIERELL J AlvlES N WITIIERELL ANN Propeliy Address: WITHERELL JAlvlES N WITIIERELL ANN Property Address: .~_ ,___~i' O,yner Address l85 S LOCUST GROVE RD MERIDIAN. ID 83642-0000 Bella 398 S LOCUST GROVE RD MERIDIAN. ID 83642-6204 Bella 335 S LOCUST GROVE RD MERIDIAN, ID 83642-6276 Bella 1662 E BOWSTRING ST MERIDIAN, ill 83642-0000 Bella 436 S TORINO A VE MERIDIAN, ill 83642-0000 Bella 1832 E BOWSTRING ST MERIDIAN, ill 83642-0000 Bella 413 S TRUSS AVE MERIDIAN, ill 83642-0000 Bella 385 S LOCUST GROVE RD MERIDIAN, ID 83642-0000 Bella 215 S LOCUST GROVE RD MERIDIAN, ill 83642-6205 Bella 215 S LOCUST GROVE RD IvlERIDIAN, ill 83642-6205 Bella -I ( ( - -----~~-~-~ -- - - I~ ~. - ~ - ~_~~~~~~~~~ ~ ___ __ _ _ _~~_~.~~ .J-_______._ O"'Jlcrs O'YllCr Address \VJTTE JOHN T \VITTE rvtELODY 4850 N CURLEW PL EAGL.E, ID 83616-0000 Property Address: WOODBRIDGE COMMUNITY HOA PO BOX 44869 BOISE, ill 83711-0000 Propeliy Address: WOODBRIDGE COI'vfivlUNITY HOA PO BOX 44869 BOISE, ill 83711-0000 Property Address: WOODBRIDGE HOlv1EOWNERS ASSOCIA TIO PO BOX 44869 BOISE, ill 83711-0000 Pl'"operty Address: WOODBRIDGE HONIEOWNERS ASSOCIATIO PO BOX 44869 BOISE~ ill 83711-0000 P.."operty Address: Bella .Bella Bella Bella Bella 5