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Application
Mayor Tammy de Weerd ERIDIAN,=� City Council Members: Keith Bird Joe Borton Luke Cavener Genesis Milam Ty Palmer Anne Little Roberts TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: C.Jay Coles, City Clerk, by: November 11, 2016 Transmittal Date: November 7, 2016 File No.: H-2016-0090/ REVISED Hearing Date: November 17, 2016 Request: Public Hearing - Request for a Preliminary Plat consisting of 21 building lots and four (4) common lots on 1.81 acres of land in a R-15 zoning district for 43-North Subdivision. By: Briggs Engineering Location of Property or Project: 1318 NE 4th Street Ryan Fitzgerald (No FP) Meridian School District Gregory Wilson (No FP) Meridian Post Office Steven Yearsley (No FP) Ada County Highway District Patrick Oliver (No FP) Ada County Development Services Rhonda McCarvel (No FP) Central District Health Tammy de Weerd, Mayor COMPASS City Council Nampa Meridian Irrig. District Sanitary Services Settlers Irrig. District Building Department Idaho Power Company Fire Department Qwest Police Department Intermountain Gas Co. City Attorney Idaho Transportation Dept. City Public Works Ada County Ass. Land Records City Planner Downtown Projects: Parks Department Meridian Development Corp. Economic Dev. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District Boise Project Board of Control/Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Luke Cavener Genesis Milam Ty Palmer Anne Little Roberts TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: C.Jay Coles, City Clerk, by: September 29, 2016 Transmittal Date: September 13, 2016 File No.: H-2016-0090 Hearing Date: October 6, 2016 Request: Public Hearing - Request for a Preliminary Plat consisting of 22 building lots and one (1) common lot on 1.81 acres of land in a R-15 zoning district for 43-North Subdivision. By: Briggs Engineering Location of Property or Project: 1318 NE 4th Street Ryan Fitzgerald (No FP) Gregory Wilson (No FP) Steven Yearsley (No FP) Patrick Oliver (No FP) Rhonda McCarvel (No FP) Tammy de Weerd, Mayor City Council _ Sanitary Services _ Building Department _ Fire Department _ Police Department _ City Attorney _City Public Works _City Planner _ Parks Department Economic Dev. Meridian School District Meridian Post Office Ada County Highway District Ada County Development Services Central District Health COMPASS Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Company Qwest Intermountain Gas Co. Idaho Transportation Dept. 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 Boise Project Board of Control/Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 + Fax 208-888-4218 + www.meridiancity.org Hearing Date: October 6, 2016 File No.: H-2016-0090 Project Name: 43-North Subdivision - PP Request: Request for a preliminary plat consisting of 22 building lots and 1 common lot on 1.81 acres of land in an R-15 zoning district, by KGA Development, LLC. Location: The site is located at 1318 NE 4th Street in the NW %4 of Section 7, Township 3N., Range 1 E. ((E IDI<A N-=-� Manning Division DEVELOPMENT REVIEW APPLICATION I,1.FF l4'E ON I.)': Project File r•,u n,i,erls P, a _:I m«i I'lannrr: Itnlated ti Type. of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Deshn Revieer ,p- "reliminary Plat ❑ Alternative Compliance U Private Street ❑ Annexation and Zoning ❑ Property Boundary Adjustment ❑ Certificate of Zoning Compliance ❑ Rezone ❑ City Council Review ❑ Short Plat ❑ Comprehensive Plan Map Amendment ❑ Time Extension: ❑ Comprehensive Plan Text Amendment Director! Commission/Council (circle one) ❑ Conditional Use Permit ❑ UDC Text Amendment ❑ Conditional Use Modification ❑ Vacation: DirectoriCommission (.circle one) Director/ Council (circle one) El Development Agreement Modification ❑Variance ❑ Final Plat ❑ Other ❑ Final Plat Modification Applicant Information Applicant name: \C_l.la 0s\c r,v,c+.N ,i'dL Phone: C•`IC-vi-�L . n Applicant address: t--�, t)P„<es (i JCa_wL t`Email: �A<\s C. 2V t .t4�..��1e aei .,.•n.('e�.cr r City: State: Zip �] Applicant's interest in property: � Own ❑ Rent El Optioned ❑ Other Owner name: Owner address: City: Phone: Email: State: 'Zip: Agent/Contact name (e.g..,architect. crathiei, developer, representative: o;1;. r=r 00w, Firm name: ..A, s..: e i- .^.- -_4 '..,. __ Phone: "�-lY�..q , s' i --I(.( , i` Agent address`'. Crt.. .. ,.I.x �I �•.,k,_t );mail 'iry,at v_f fin;- e --\ v1����.=Y�t �'t=. �,,, c City:\'�v% Siate:,si Zip: Primary contact is: ❑Applicant 0Owner OAP,cm/Contact Subject Property Information Location/street address P"l` `-tl C'\`b� Township, range. section: Assessor's parcel number(s): `j i \1'-T 'L\Z �( l S Total acreage: I -' (Z.oning district' Community Development s Planning Division a 33 E, Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-984-593 Fax: 208-898-6954 wu w.maridiancitv_umJpfannine tRER fl6il2r7nlJ} Project/subdivision name: �- \ ) - `11,'L�lsy e\i v 15 i C.,\ General description of proposed project/requesu t Proposed zoning distriet(s): Acres of each zone proposed;—\1 I-N Type o,fwe proposed (,check all that apply): ,1�r_Residential ❑ Office O Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? Primary irrigation source: Secondary: Square footage of landscaped areas tube irrigated (ifprimmy or seconeap• point or connection is ch, water): 4 O / A Residential Project Summary (if applicable) Number of residential units: q�L Number of building lots: -2.7— Number of common lots: I Number of other lots: Proposed number of dwelling units (for multi -family developments only): I bedroom:. 2-3 bedrooms: 'Z 2- 4 or more bedrooms: Minimum square footage of structure (cxcl. garage): Maximum building height: Minimum property size (s.f): 'I � t '� _J Average property size (s-f.): - Gross density (Per UDC 11-1A-l): Iv,-iC Net density (Per UDC 11-1A-1): Acreage of qualified open space: (N F) Percentageof qualified open space:. iAA Type and calculations of qualified open space provided in acres (Per UDC.11-3G-313):. �0 10 Amenities provided with this development (ifapplicable): Type of dwell ing(s) proposed: b Single-family Detached O Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated. ❑ Other Non-residential Project. Summary (if applicable) Number of building lots: Common lots: Other lots: Gross floor area proposed: _�-'- Existing (if applicable): Hours of operation (days and hours): `�~ Building height: Total number of icing p eea s provided: Number of compact spaces provided: Anthoruation Print applicant name: *Jar Applicant signamre:� � �.� ...... Date: -j (C Community Development. Planning Division • 33 E. &roadway Avenue, Ste. 102 Meridian. Idaho 8.3642 Phone; 208-884-5533 Pax: 208-88"854 wroty meridiancity er nlannine -2- (Rm OU1212014) GmSabrina Durtschi <sabrinaw@briggs-engineering.com> Forty Three North Subdivision Name Reservation 1rhessage Sub Name Mail <subnamemail@adaweb.net> Fri, Jun 24, 2016 at 9:10 AM To: Sabrina Durtschi <sabrinaw@briggs-engineering.com>, "Dean Briggs (dean@briggs-engineedng.com)" <dean@briggs-engi n eering.corn> June 24, 2016 Dean Briggs— Briggs Engineering Owner— KGA Development LLC RE: Subdivision Name Reservation: Forty Three North Subdivision At your request, I will reserve the name Forty Three North Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re -used by someone else. Sincerely, Ada County 2025 ww.�r.a=9 � cai.rntyza�5_ roan Jerry L. Hastings, ply 5359 County 5urveyor Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fox No Text cooius NOIStAtOHL6 0_ N ON SZN WHOA g n F� gogggg e2 g R g 11FJ 1t� §Q a'��-t al� I �aaasaaa 9eF ,I I TT 1II 11IJ111;�IT' I''€ �...... �k ® � a;f k « �� u • —._ _— ._ _ _. 3a —. —. — --- •--- •--- -- ----•——°----' 7 lisp s g$ y g g N my s,--• § q kxy� y$ghg !!$�.�kkyg!!k --- —"s;$fig.—.—sue_• r� !3 !!�&dI41�ik.l;lll°I9y@93Saaa i' Sys i,@I Ipp � IIes '—_--- ——a---- '9 III li=I ISlill�,�lllilli @ lit lip % ,S § @ gY r � I �! o ----------- LT— ; Ma 4 g 1 g _ - b 1 �• yy k it k .mn.mm.r� �' mltle� m-ie wwe33rvprva unwwnae - (� NOLSIAIHHIIH W a.am�o�e H.LHON 3ZNHL .41H03 pp aa@� 115i is a ��I iiI!!l�; spb s ' gsg w�ymr i s4 L \o \ Oil L, ` L `pia ' y g m I1}I R pp I �9 i r e a r_ IF � 1 � � 9 __ m wr--- --------------- i DESCRIPTION FOR FORTY-THREE NORTH SUBDIVISION A PARCEL OF LAND BEING PORTION OF THE EAST'/2 OF THE NORTHWEST'/4 OF SECTION 7, IN TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, MERIDIAN CITY, ADA COUNTY, IDAHO, MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE BRASS CAP MARKING THE CENTER OF SAID SECTION 7 LYING N 89001'30" E 2394.96 FEET FROM A BRASS CAP MARKING THE WEST ONE -QUARTER CORNER OF SAID SECTION AND S 0000'00" W 2694.30 FEET FROM THE BRASS CAP MARKING THE NORTH ONE -QUARTER CORNER OF SAID SECTION, THENCE N 0'00'00" W 1294.00 FEET ALONG THE EAST LINE OF SAID NORTHWEST ONE -QUARTER OF SECTION 7 TO A POINT; THENCE S 89001'30" W 732.01 FEET TO A POINT BEING ON THE CENTERLINE EXTENDED EAST 4W STREET; THENCE N 0'00'00" E 201.18 FEET ALONG SAID CENTERLINE TO A BRASSCAP MARKING THE SOUTHEAST CORNER OF OLIVE DALE SUBDIVISION AS FILED WITH THE RECORDER OF ADA COUNTY IN BOOK 21 AT PAGE 1392 AND ALSO THE NORTHEAST CORNER OF MILTON SUBDIVISION AS FILED WITH THE RECORDER OF ADA COUNTY IN BOOK 51 AT PAGE 4261, ALSO BEING THE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE N 0000'00" E 169.30 FEET ALONG SAID CENTERLINE AND EAST BOUNDARY OF SAID OLIVE DALE SUBDIVISION TO A POINT MARKING THE NORTHEAST CORNER OF SAID OLIVE DALE SUBDIVISION, ALSO BEING ON THE SOUTHERLY RIGHT-OF-WAY OF EAST BADLEY AVENUE; THENCE S 88058'33" E 102.38 FEET ALONG SAID RIGHT-OF-WAY TO A POINT MARKING THE END OF SAID PUBLIC RIGHT-OF-WAY; THENCE N 89056'11" E 112,62 FEET TO A POINT; THENCE S. 0000'00" E 365.13. FEET TO A POINT; THENCE S 89001'30" W 215.01 FEET TO A POINT ON SAID CENTERLINE OF EAST 4' STREET; THENCE N 0000'00" E 201.18 FEET ALONG SAID CENTERLINE AND EASTERLY BOUNDARY OF SAID MILTON SUBDIVISION TO THE POINT OF BEGINNING OF THIS DESCRIPTION THIS PARCEL CONTAINS 1.813 ACRES MORE OR LESS BEARINGS HEREIN USED ARE BASED ON THE EAST LINE OF SAID NW '/4 SECTION 7 BEARING N 000'00" E. DEAN W. BRIGGS, P.L.S. 3619 160405-Forty Three North Subd. July 10, 2016 Page I of 1 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA r • i (name) (a re s) � rt� q�l (city) (state) being first duly swom upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: �r'1�oS .0 ✓1 na iifi� I�C:C 1...., Gs}rl,.s��'C(tl �uS.� ��5�-Er (name) (address) to submit the accompanying.application(s) pertaining to that property. 2. I agree to indemnif}i, 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 properly which is the subject of the application- 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said appl cation(s), Dated this ' (1A ` day of k o • t , 2Q IG- � atureti SUBSCRIBED AND SWORN to before me the day and year first above written. �9op�Ba®eriq�4_ �.%Z N !Hai; Notary ( Public for Idaho) Residingat l el`'A �° ga My Commission Expires: i 't �Pe O� VT�¢o�� Cnmmuniq 0u e lop i:,e,,:� PI`mmin4. DMon. -0 ('. Rroad way Avenue- Ste..102 Meridian, Idaho 83642 Fax: 208-888-6854 kee ey meLill_unulv,erwnigg. FILMD EFFECTIV 251 =S CERTIFICATE OF ORGANIZATION ' LIMITED LIABILITY COMPANY 7016 MAR 14 AM 9= 56 Title 30, Chapters 21 and 25, Idaho Code Filing fee: $100 typed, $120 not typed SECRU d i OF STATE Complete and submit the application in duplicate. STATE 01. IDAHO The name of the limited liability company is: KGA Development, LLC (pc1rem4r �n ndlnG1,.fLm*ad_-.mpar/ >,be aL:_C �c �,i L� 2. The complete street and mailing addresses of the principal office is: 3843 W Daisy Creek St 51rezf-.AddNc I Meridian, ID $3642 0,1,i llnq Addr-5s, li d6{2refdi 3. The name and complete street address of the registered agent: Kelly G Adams 3843 W Daisy Creek St, Meridian, ID 83642 4. The name and address of at least one governor of the limited liability company. Kelly G Adams 3643 W Daisy Greek St, Meridian, ID 83642 �,reaalei ,Aau1=,5s1 - A -me! 5. Mailing address for futuce correspondence (annual report notices): 3a43 W Daisy Creek St, Meridian, ID 83642 Signature oforganizer(s). Printed Name: Kelly G Adams Signature:, �. Printed Name: Signature:_ o iy I➢hif0 9ECHMARY 03114/2016 CiC:6371 CT:&217a3 1@ 100-u0 = 100.00 or sw.TE 05.00 914:1518415 0RG-7LW LLC #2 n g m inn -np0 AI O�y N ZO> r m m�„D a m 0 A m3�' i�l n A @ m ym0 m� ter. t Qmm w �1 w m DNS `� nA O OD gA D A A@mE N- 0o AA oN �� o n goo - Y,y' A D O O � t•; rm.�rxa7e. DUPLEX ELK RUN GONSTRUGTION ARCH ROCK ?ERRAGE SIIBDIVI510N GENERAL CONTRACTOR LOiS 3 A gLOGK I TIM KELLY — ADA COUNTY, IDAHO MERIDIAN, IDAHO GEL: B90-4343 3 'z a� D Z r D Z A w M ♦ w k T a Ap qpF �:p A,. 42 eg 3: e a z m 1 g A uc m qu F a��s ih �mo ;o - b pA mF Aum% 4NE`g S m X D k§ Pr IT d$ y A� D / J #k yy p i € 5 M 4 ° L e — �I g I C M 3 L Ir II I I' � r IL II I II I I I .I yl I II II I I I I I I I I •—$ I � , I � _.1 I I I I I I I 11 ; I , , I L_ __ __J II II I I Ij1i 11 ; II II II I L _� �__ _J L _— � e e 6I e II I I 112k S, i I pp o S p I � ° II I I I II II II II I �Ij Ili II 11 I I I —J II iRa�� I II I I mn J I , II II p II II I I11 q I11 I ,I I II II II II I € rrrom xvle. wxmecrors DUPLEX ELK RUN CONSTRUCTION R p F n z~ i ARCH ROCK TERRACE SUBDIVISION GENERAL CONTRACTOR N LOTS 3 1 4 BLOCK I TIM KELLY ISADA COUNTY; IDANO MERIDIAN, IDAHO GEL: 890-4342 n T A N a —I r O �& O Ash g A Z 1270 R N c0 e � � R � a O O A - - R lul r i Z l0 FM UI R fi � .9 a s mZ s�A 3 c� � l ii N mti ge. i i i i t " �p1 s a Pass ^�e10 PEA - � 3 ga mm � DUPLEX ARGN ROCK TERRACE SJ2DVSICMJ ELK RUN CONSTRUCTION GENERAL CONTRACTOR v 3 a LOTS 3 t 4 BLOCK I APA COUNTY, IpANO TIM KELLY MERIDIAN , IpAHO. GEL890-434] �A ^m ju >b m a m m D O . N � m �f =O o ❑ ■ Z a� o < m- la � a =m M°m HU FFI D PU W EMU J m'J 1 3k Dtyi. iFxFtl w41E, LMERFIDIALL�' o ��y DUPLEX UN GONSTRUGT.ON z ARCH ROCK TERRACE 511BDVI50N NTRACTOR LoT5 3 < 4 BLOCK I z B ADA COUNTY, IDAHO AHO CEL 930-4341 [% !\ | _ , r 7 -! % § [ tt (o � | / | \ Al \ � � 2 J 9 D\:Ex§�,:K:=,slv::e:,�;®�OA r e -A222 MDD, mSSO-4> eA �e � - —1 T O p Ju i � - m � 6 r I m R ---- , o b J. D � Z i O F E �N iJ :p p a 'I r � 6 p i 6 I m r m I 20 --- P n ® ❑❑ P ' i D ' z DUPLEX ELK RUN CONSTRUCTION z ARCH ROCK TERRACE SIIBDIVI50N GENERAL CONTRACTOR LOTS 3 d 4 BLOCK I tIM KELLY ADA COUNiY, IDAHO MERIDINy IDAHO CEL:.89®-4342 [I] It] Ltl ------ 1�---------------- NMI 'cril= I -I ICI �I �I �I ICI ICI ICI �' ■' � � I II ICI I�'-�'=''2I I�I�I� ME L------L ------------------------- ---------------J BRIGGS ENGINEERING, Inc. /PLANNERS/SURVEYORS July 12, 2016 City of Meridian Planning Division 33 E Broadway Ave Suite 102 Meridian, Idaho 83642 RE: Preliminary Plat Application for 1318 NE 4' Street Dear Planning Staff, 1800 West Overland Road Boise, Idaho 83705 — 3142 Voice (208) 344-9700 Fax (208) 345-2950 E-mail sabrinaw(cDbrioos-engineering.com On behalf of my Client KGA Development LLC, please accept this application for a preliminary plat application for the subject site located at 1318 NE 4' Street. This application has been submitted in accordance with City of Meridian Unified Zoning Code and Comprehensive Plan. Preliminary Plat This application is requesting to subdivide 1.81 acres into 22 buildable lots and 1 common lot, The subject site is zoned R-15, the proposed net density for the site is 13.5 dwelling units per acre. Each lot will have its own sewer and water lines servicing each individually. The site will gain access from a private service drive, common lot 11, this will have two (2) access points. First access will be off of East Badley Avenue and the second access will be from 4111 Street. The applicant will be dedicating and improving public right-of-way to continue 4ch Street to East Badley Avenue, giving the City of Meridian the continuation of 4th Street to East Badley. Elevations and Styles of the Building There are 11 buildings being proposed, with each building having two (2) attached townhomes, making a total of 22 residential buildings/lots. Lots 1-10, will have front access onto 4'h Street with the garage in the back of the residential townhomes. These townhome will be accessed via a private service drive. Lots 12-23 will have buildings that take front access from the private service drive. The Developer has successfully constructed these quality townhomes that are proposed today at 4571 Dustod Avenue in Meridian. The pictures below will reflect the style of Lots 12-23. No variance is being requested at this time, and CCR's will be submitted with the final plat application. I look forward with working with staff concerning this application. Please contact me if you have any questions, I can be reached at 208-344-9700 or at sabrinaw@briggs-engineering.com Also thanks for all your time and assistance. Sabrina Durtschi Planning Project Manager ENGINEERS / PLANNERS / SURVEYORS 1800 West gvefiand Road Boise. Idaho 83705 — 3142 Voice (208) 344.9700 Fax (208)345-2950 sabrinaw Briggs-engineering.cam Play 4, 2016 INVITATION Dtmr Property Owner: On behalf of Briggs Engineering Inc., I would like to invite you to a neighborhood meeting concerning the application for a Preliminary Plat Subdivision Application. This application is located at 1318 NE 4"' Street. Please see attached site vicinity map for property location. Doting our meeting we will go over our plans and address any concerns or issues you many have. If you cannot attend the meeting, please feel free to contact me at 208-344-9700 or at sabrivaw@i hriggs-engineering.com. The meeting will held at Meridian Elementary School, 1035 W I" Street, Meridian, 93642 urithin the Gym_ The meeting will be from 6:00 p.m. - 7:00 p.m on Monday, May 9, 2016. Sincerely, Sabrina Durtschi Planning Project Manger NcoibortxW Meeturgibra Pmfnni uuy Platelpplicationtl mtoltwC dt ,ofMelidian Date and Time of Neighborhood Mecting: May % Location of Neighborhood Meeting: 1035 W Is1 St Me idimn, ID83042 Notice sentto neighbors tin : May 3, 201 Meeting Start"Circe: 6.00pir Meeting End Time. 7:00prn _-fie,:' 1" = 1111-11111il III v r e e -097 �. io ��•✓4 _. }7 -`+ JJ�y G G�,.�, L�L'l i'''i.+�. .. .Il i'31W!'��'f. 5. , 1 7j •-.. - Lv4i sis S C iC - S-Zjc x 9. 10, 12 --- li. 14 -- 17. 1& 19, _ 20. 21. 27 25 26 Z7 I` 28 29 30 Easy Peel Labels . 1 See Instruction Sheet 1 Use Avery TEMPLATE 51600 '�l'��. geed Paper for Easy Peel Feature The Exving CO Inc Ma; flower Place o Owner ,00 131duiado Street suite 4 2499 W Victor'ory Road Boise, Idaho 83704 Meridian, Idaho 53642 Federal National Mortgage P.O- Box 650043 Dallas, Texus 75265-0043 Bosse Thomas i Sit; Ls WasingtonAve Meridian, Idaho 83642 Kenneth Ferguson 1542 W Sandy Court Meridian, Idaho 83646 C-reek-side Aibour II LLC 2720 Ariel Ltrne Meridian, Idaho 53642 DEVCO Properties LTD 1277 W Shoreline Lane Boise, Idaho 8,i w Patsco LLC 1912 Glen View Drive Nampa, Idaho 9 696 DJ Investments hie 136 Dover Boise_ Idaho 83705 Gerald and Darey Mitchell 3085 NW 3" Ave FrUidand Idaho 83619 364 Washington LLC 2441 'N O'Conner Ave Meridian, Idaho.83646 KGA Development LLC 384; W Daisy Creek Street Meridian, Idaho 83642 N iramont Apartments LLC Lesley's Mobile Estates LLC Jerome Roe .and Conception B 2203 Manitou Ave 313 N Main Street 312 E Washingoton Ave Boise Idaho 83706 Ilailey, Idaho 833J33 Meridian. Idaho 5')642 F/m/d!R-40 Z, , 1431 303 7777 N 9490 2?h / 403 r140� A�e 1. 0l- Was hington'M' Kind Regards, F.`inr frrhurin Itlmrn;�nziii��:S.vsisrcrnt ]I C'smrmunit} l)evcluhn,�rt. City of Meridian 33 East Broadway Ave. Ste.102 Meridian. IIP 83642 Direk 1:208-n80-0570 PIr:208-888-4433 (pl,'w in ) i E IDIANj. - COnMI'nulll ly Developinenl Department Development Services Division Meridian City Nall, Suite 102 33 E. Broadway Avenue Meridian, Idaho B3642 t20818e7-2211 PRE -APPLICATION MEETING NOTES i Project/Subdivision Name:{- Applicant(syContact(s) I_Im \1-6) Developrnent Services Staff.' Y1 (111r1c 1 �i1\p( ,uxtre��_ Sanitary sewer service. SEtwer-_ac.V&*{t 0n Domestic Water Service: WrxVtyi l l Yl Reuse Water Service: r Waterways/ FloodplaarJTopography/Hazards: tnfarew�iu1 Mapping Provided. l (Y n N _ Mapping Provided: g Y ❑ N Mapping Provided: ❑ Y q N Zane. i�, rlotri�lr'Li,--, I +,.vigil N�sles_has7c�tc.{ cs�F- - c arllfu_ - IY.I f-C, Mapping Provided: p Y ❑ N Gravity/Pressurized irrigation :N �D k iA} 11c Q-U_0_I`tU1Ac CLUCSS, R jL: IlC.<r to1jl 'br- YlcEOC-d atr 1 iVA j �\-\C ONSC 1 5evVt V - F�SSibk, Wf,ll are 8yke, - District J b4J�uScd Sheet Lighting: si^�Ir_ V>olnt Czr\V) a., uiSSCSS unto crt�<-n ri . t 1 Reqs. Provided. X,Y n N The Cilyof Menidjan`s IMPTe tyrant Standards ter Street lighling can he found anlineak vwrksaspOid=272 Additional Meeting Notes: I , li�. V i ___(� (_,_ i �_d r�, yy�i4L w i �h �2r lr -r� t n 1 f Ii � ii-.,ddxmn 1 k. e'Vre \md. N mzsunb due. CITY OF MERIDIAN P➢tE-APPLICATION MEETING NOTES ProjectlSubd!vision Name: kj� Rl _- I�tf y.c ✓f Dater Applicant(s)IContact(s): City Staff: �� _. _.,. _ 0 Location: �2r�� ' N;. 4%1 T —' Size of Property: Comprehensive Ian FP LUM signation. Design Guidelines Development Context: KUrban ❑ Urban/Suburban ❑ Suburban ❑ Rural Existing Use: SPIR Existing Zoning: (R-ilf"" if Proposed Use: �tu�-_T7y Proposed Zoning: Surrounding Uses, 5FR 5lreet Ruffertsl andlnr I and I Ise Rdiffertst Open SpacehkmenitieslPathways: Access/Stub Streets/Street System Sewer & Water Se vice: I `i+�rtsj� G tLT__W fit. Waterways) Floodplainffopograph�Mazards: History: Additional Meeting Notes: wa a� Note., A Traffic Impact Study (TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearings) at the City. Please contact Mindy Wallace at 387- 6178 or Christy Utife at 387-6144 at ACHD for information in regard to a. TIS, conditions, impact fees and process, Other AgeneieslDepartments to Contact*. ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept, (ITO) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit ModificationlTransfer �. Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension - Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment- Text ❑ Preliminary Plat ❑ Variance ❑ Conditional Use Permit i ❑ Private Street ❑ Other Notes: 1) Applicants are required io hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring apublic hearing (except for a vacation or short plet); and 2) All applicants for permits requiring a pUhtic hearing shall post the site, with a public hearrrrp notice in accord with UDC 11-5A-50.3 (except for UDC text amendments, Comp Plan text amendments, and vacations), The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect yoursuhmiffal andlor application'. This pre -application meeting shall be valid for four (4) months. Joshua Beach Subject: 1 NE4thstreet development Location: I Conf CD - 10 - no AV Start: Thu 1/21/2016 2:00 PM End; Thu 1/21/2016 2:30 PM Recurrence: (none) Meeting Status: Meeting organizer Organizer: Joshua Beach Required Attendees: Ashley Squyres; Bill Parsons; Brenda Sherwood; Brent Bjornson; Brian McClure; Bruce Chatterton; Bruce Freckl,eton; C.Jay Coles; Caleb Hood; David Miles; Denny Cline; Dinae Edwards; Mindi Smith; Perry Palmer; Sam Zahorka; tiro@elkrunconstruction.com Resources: Conf CD - 10 - no AV Name Nli 4th Street Development ,Address Location 1319 NE 41'1I ST MERIDIAN. ID 83642 Parcel Numbor(s) S1107212415 Total Acres 1.860 Number of proposed building lots 7 Number of Units I 28 C:'urrtent Zoning R-15 Proposed zoning No change Property Owner Name :KSA Properties Appliaant/Represent; tiveNatlte Tim Kelly pplicanlr ICcpreseutaGvc address 3891 W. Daisy Creel: Street, Meridian 11) 83642 Applicant/Representative number 208-890-4142 Appllcant/Repi"esculative fax! y Applicant/Represcntative E-11lai] -umkr�clkruncunslruulion.aum Type ot'Applicalion(S) 011ie] Due diligcnee prim, to purchase Persons attending prc-app nicieting I i m Kll I I S 11etii l IL' (_1 ae4L l{)I1511 sstt@ti I;•-�} ;nil for 4Vlb%'Lii�ri -Y<rweY 4 1318 NE 4th Street Vicinity Ma... Uthor ri 2 7777����7777 City of Meridian — Building Services E 1 y 33 E. Broadway, Suite# 102 Meridian, ID 83642 (208) 887-2211 Fax (208) 887-1297 www.meridiancity.org Guide to Estimate Residential Building Permit and Associated Fees: Building Permit: Take the square footage of house and multiply by $94.06 Take the square footage of garage and multiply by $36.91 Add these totals together. Other Calculations: Covered patios/storage sheds are calculated at $16.00 per sq. ft. Additions are calculated at $72.00 per sq. ft. Fee is figured on $50.00 for the base fee and then $5.50 per 1,000 of project value or fraction thereof Example: 1350 sq f house x 94.06 = $126,981.00 600 sq f garage x 36.91 = $22,146.00 $149,127.00 $50.00 + 150 x 5.50 = $875.00 Water Meter: Water Hookup: Sewer Hookup: ACHD Impact: $231.00 (3/4 in water meter price) $268.00 (1 in water meter price) $1973.00 $3654.00 $2904.00 **Single Family Tax Credit of $73.00 will be subtracted at time of permit for Single Family permits only** Parklmpact: $1080.72 PERDWELLINGUNIT Police Impact: $135.72 PERDWELLINGI-NIT Fire Impact: $551.07 PERDWELLINGUNIT TO BE USED FOR ESTIMATING BUILDING PERMIT COSTS ONLY Ph: 208.887.2211 1 • httos://citizeniiortal.merldiancity.org/citizenaccess/ Rev: 10/1/2016 Ph: 208.887.2211 • httos://citizennortal.rnerldiancity.ore/citizenaccess/ Rev: 10/1/2016 (�,VE IDIANJ.- Community Development Parcel Verification Date: 7/12/16 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: 43-North Subdivision Parcel Number: S1107212415 Acres T/R/S Property Owner: "F- 3N 1E 07 KGA Development, LLC 3843 W. Daisy Creek St. Meridian, ID 83642 Address Verification Rev: 04/23/12 COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) l l-5A-5D, the applicant for all applications requiring a public hearing (except For a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. Applicant/agent signature Date .Community Developmexd e Planning Divisions 33 E. Broadway Avenue, Ste. 102 MaTidian, Idaho-83642 Phone 209-884-5533 Faxt208-888-6854 n-ww.ntwndiautli '.0 tIi akluine SITE CONSULTING, LLC Mr. Tim Kelly July 4, 2016 Elk Run Construction Page 1 of 13 3891 West Daisy Greek Street File # 16131A Meridian, Idaho 83642 Re: Geotechnical Recommendations 4th Street & Badley Avenue Property Meridian, Idaho Tim: As per your authorization, on June 15, 2016, SITE personnel logged and sampled two test pits on the referenced property. The subject properly is located south of Badley Avenue and east of NE 4th Street in Meridian, Idaho. According to the Ada County Assessor's website, the subject property is a single parcel, # S1107212415, and includes 1.86 acres. An address of 1318 NE 4th Street is provided for this parcel. During our field exploration, soils samples were gathered from the test pits and were submitted to our in house laboratory for testing to determine their engineer properties. Based upon the observed conditions and the laboratory test results the site is acceptable for construction of the planned residential development. Recommendations for constructing civil improvements and residential construction are provided herein. We appreciate this opportunity to be of service. Please call should there be any questions or the need for additional geotechnical services. Respectfully submitted Bob J. Arnold, (61 r a CL a 208-440-62.76 hjarnoldpe@msn.com " Post Office Box 190537 '" Boise, Idaho 83719 'SITE NSULTING, LLC GENERAL BACKGROUND Due to time restraints on the day the excavator was available, only two test pits were excavated. The test pits were located in the north and south ends of the property and are shown on the included aerial photo. Locations were selected based upon information supplied by the project civil engineer, Briggs Engineering. The north test pit was excavated where storm waterfrom the access drive is to be directed. The second test pit was located between another site drainage facility and a road side Swale, along the west edge of NE 4th Street. Approximate test pit locations are shown on the Aerial Photo. Soil samples were gathered from the spoil piles and were submitted to our in house soil laboratory for the testing required for soil classification. Testing was performed in general accordance with the applicable ASTM standard methods. All soil classifications and test results are reported on the attached Test Pit Logs, SUBSURFACE CONDITIONS At the time of exploration, the site was firm and stable and allowed complete access with the selected excavator. Demolition of the onsite building was recently completed. Both test pits were similar. In the test pits the surface soils were brown, moist, sandy, silt or clay soil. This layer contained a shallow rootzone I organic layer, less than 6" thick. This layer extended to gravel contact in both test pits. Gravel was initially contacted at 3.0' (TP1) and 3.5' (TP2). The top of the gravel formation contains silt and clay but the material grades cleaner with increased depth. Free draining sand and gravel was present in both test pits at 5.5-6.5 feet. Water was observed entering the test pits just below this level. A hand slotted pipe was installed In the south test pit to allow future groundwater measurements. Research on the IDWR website for this vicinity revealed two well logs for nearby properties. A residential well northwest of the property on Badley Avenue indicates the static groundwater level is 6.0 feet deep. A second well at the Cole Valley Christian High School, one block southwest of the property, indicates the ground water is 16 feet u a 208-440.6276 * blarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE ®NSULTING, LLC deep. This matches well will geotechnical borings logged by this engineer in 2005 prior to the construction of the gymnasium building on the CVCHS campus. In those three borings groundwater was 16.5 to 18.0 feet below the former parking lot surface. Continued groundwater monitoring is recommended. Referenced well logs are included in the appendix. OBSERVATIONS & RECOMMENDATIONS The surface soil is low plasticity to non -plastic silt with some pockets of lean clay. Native soils can be sued as structural fill within building pads. • Stripping of subgrade will require only minor excavation; 4 to 6" of grubbing can be anticipated to completely remove all organic materials. This is to be adjusted as needed in the field at the time of construction. • After grubbing and clearing, future building pads and any area that will support future pavements, driveways, sidewalks, etc., should be scarified, moisture conditioned as needed, and recompacted to the requirement provided herein for structural fill. Wet or deflecting areas are to be over -excavated and repaired with structural fill. Y The cleared, grubbed and approved subgrade and each lift of imported structural fill is to be compacted to a minimum of 95% of the maximum dry density as determined by ASTM D698, "Standard Proctor". • Inplace testing to confirm proper compaction is required. One test each lift; (minimum of three), for every 5000 square feet of fill surface or at least one per pad, per lift is recommended. a Inspection at the time of testing should confirm that subgrade and structural fill is firm and stable, and free of soft, excessively wet, or deflecting areas. • Compacted native soil and structural fill must pass both testing and inspection requirements. Deflecting and / or excessively wet soils fail regardless of compaction test results. 7.Q6-440.6276 ° biarrioldpe@msn.com 4 Post Office Box 190537 * Boise, Idaho 83719 'SITE NSULTING, LLC • Unacceptable soils are to be removed to firm bearing or a maximum depth of two feet and replaced with structural fill. Over excavation of wet or soft areas must extend laterally outside foundations a distance equal to the depth of fill. Engineering recommendations should be provided at the time of repairs. • Inspection of the subgrade prior to placement of structural fill should confirm that fill placed in demolished basements or crawlspaces was properly compacted. BUILDING RECOMMENDATONS Building code allowed bearing capacity of 1500 psf is appropriate for this site for foundations bearing on the upper soil layer. If foundations or over excavation and structural fill are extended to the native gravels this value can be increased to 2500 psf. • Foundations are to be embedded 24 inches for frost protection. • If crawlspaces are constructed, foundations are to be sealed with foundation mastic or asphalt to prevent water from flowing between stem walls and foundation footings. a Foundation drains are not required but site grading must direct surface water away from foundations. Complete roof gutters and drains are encouraged since they allow stormwater to be controlled and directed. • Proper compaction of foundation backfill and utility trench backfill is critical to keeping water out of crawlspaces or basements. • If slab on grade concrete floors are to be constructed, a four inch granular mat is to be used atop building pads constructed of native surface soils. If building pads are constructed of imported granular materials this requirement can be waived. • A vapor retarder that complies with both the Building Code and the flooring manufacture's requirements for vapor resistance is required for all slab on grade floors. a 208-"0-6276 * biarnoidpe@msn.com * Post office Box 190537 * Boise, Idaho 93719 Zcor SITE SULTING, LLC • Based upon intended use, the following slab on grade floors sections are recommended for inside residential building structures: Granular base and concrete thickness is to increase to five inches for vehicle parking areas. Six inches of concrete atop six inches of base is recommended for trash enclosures and parking areas where parked cars may leak automotive liquids or motorcycles will rest on kick stands_ Structural Layer Living Space PCC wl fiber mesh 4.0" Base Course 4.0" Subgrade Properly Compacted PAVEMENT RECOMMENDATIONS • Based upon anticipated traffic loads and observed soil conditions private driveways should consist of the following section. Structural Layer Private Driveways Auto Parking Only HMA 3.0" 2.5" Base Course 40' 4.0" Sub Base 12.0" 10.0" • HMA, base, and subbase used in pavement construction are to meet the materials quality and placement requirements of City of Meridian or ISPWC, whichever is more rigid. • As indicated above, rigid portland cement concrete is recommended for trash enclosures and motorcycle parking areas. r m ro 208-440-6276 ` biarooldpe@rnsn.com * Post Office Box 190537 * Boise, Idaho 83719 'SITE INSULTING, LLC STORM WATER RECOMMENDATIONS • Given the shallow groundwater, stormwater disposal is best accomplished with surface ponds or swales. • Excavation for the selected system must extend to the free draining sand and gravel materials encountered in the test pits at 5.5 to 6.5 feet, Backfilling with clean (< 7% 4200) pitrun is recommended if clearance to groundwater must be increases. • Since stormwater will be added to the onsite groundwater, it is recommended that that a reduced percolation rate of P=4 inches / hour be used for design calculations. Materials testing and engineering inspections recommended herein are critical to confirm the project is constructed as recommended. 6 Materials conforming to ISPWC specifications should be required for all areas of civil construction. APPENDIX FOLLOWS 208-440-6276 * bjarnoldpe@msn.com * Past Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Groundwater Measurements Test Pit Logs (2) Soil Log Legend Abbreviations and Acronyms Water Well Lags (2) m a 206-440.6276 * bjarnoldpe@Dmsn.cam * Past Office Box 190537 * Boise, Idaho $3719 /SITE ONSULTIMG, LLC AERIAL PHOTO r r f # (Google Earth) Approximate Test Pit Location Location TP-1 (South) Casing Depth Casing Height 12.8' 3.9' Excavated 06/16116 H2O at 6.3' t 06/30/16`* H2O at 5.8' "Water may be high due to backfilling of test pit 208-440-6276 ' bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 "SITE NSULTING, LLC TEST PBT LOG Test pit #: TP-1 (South) Client: Elk Run Construction Project: NE 4th Street Development Location: West center of Site File: 16131A, Date Drilled-* 06115/16 Digger:_ Roe Demolition Logged By: K. Arnold 1 SITE DEPTH SOILS DESCRIPTION Sample #4 #10 #40 100 200 M LL Pi Type U Brown, Moist, Sandy, SILT/ Bag - CLAY topsoil with 4.6" 2.0 3.0 Rootzone 3.0 GRAVELCONTACT 3.0 Brown, Moist, pitrun type sand Bag - and gravel. Some clay at initial 4.0 12.0 contact, free draining by 5.5 feet. Water entering walls of test pit at 6.0' 12.0 Bottom of Hole Sloughing Materials Prevent Deeper Excavation Groundwater Encountered at 6-0' and rising when test pit was backfilled. M 208-440.6276 ' b)amoldpe@msn.com * Post Office Box 190537 ° Boise, Idaho 83719 'SITE NSULTING, LLC TEST PIT LOG Test pit #: _ TP-2 h) File: _ _ 16131 A Client: Elk Run Construction Date Drilled: 06115116 Project: NE 4th Street Development Digger: Roe Demolition Location: _ NW Corner of site Logged By:___ - K. Arnold / SITE DEPTH SOILS DESCRIPTION Sample #4 #10 #40 100 200 M LL PI Type 0.0 Brown, Moist, Sandy, SILT/ Bag - CLAY topsoil with 4.6" 2.0 3.5 Rootzone 3.5 GRAVEL CONTACT 3.5 Brown, Moist, pitrun type sand Bag - and gravel. Some clay at initial 4.0 11.5 contact, tree draining by 6.5 feet. Water entering walls of test pit at 7.0' 11.5 Bottom of Hole Sloughing Materials Prevent Deeper Excavation Groundwater Encountered at 7,0' and rising when test pit was backfilled. 208-440-6276 * biarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC SOIL LOG LEGEND UNIFIED SOIL CLAS51FICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES) U6415010N5 �� TYPICAL DESCRIPTIONS COARSE GRAINED SOILS <SU%-Won GRAVEL& GRAVELLY SOILS <50%-44 <5%-#2D0 GW Well-gmdedgravel,gravel-sand mixture, little or nofines. GP Poorly -graded gravel, gravel sand mixture, little or no fines 5-12%-#200 >12%-#200 GM 51RV gravel, gravel -sand -Slit mixtures GC Clayey gravel, gravel -sand -clay mixtures SAND &SANDY SOILS >50%-#4 <5%-#TQO SW 5P Well -graded sand, gravelly sand, little or no fines. Poorly -graded sand, gravelly sand, little or no fines >72%-#200 SM Silty sand, sand -silt mixtures SC Clayey sand, sand -clay mixtures FINE GRAINED SOILS >_ 50%-#200 SIITi AND CLAYS LLr 50% INORGANIC ML InargaNc siltand very fine sand, rack flduq silty or clayey fine sand or clayey silt with slight plasticity CL Lean clay-lowto medium plasticity, gravelly clay, sandy clay, silty clay ORGANIC OL Organic silt and organic silty clay of low plasticity SILTS AND CLAYS LL>50% INORGANIC MH CH Elastic silt, micaceous or diatomaceous fine sand or silty soil. Pat clay - high plasticity ORGANIC OM Organic clay-med. or high plasticity: organic silt HIGHLY ORGANIC SOILS L PT Peat, humus, swamp soil with high organic content ABBREVIATIONS AND ACRONYMS AASHTO American Association of State Highway & Transportation Officials ASTM American Society for Testing and Materials HMA Hot Mix Asphaltic Pavement BH Bore Hole IBC International Building Code ISPWC _ Idaho Standard for Public Works Construction NP _ Non Plastic PCC Portland Cement Concrete PCF Pounds per Cubic Foot TP Test Pit USCS Unified Soil Classification System 208-440-5276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE ZCONSULTING, LLC >: IDAHO DEPARTMENT OF WATER RESOURCES WELL DRILLER'S REPORT WEL GIRL LO4YC 12 STATIC WATER LEVEL ONO WELL TCST5. 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JvR IIY h:131Mmrvam _I ct.=_I+u, eeomd.._�nm 91 it C ❑ .-antJ{�WP?r ._ c.np room L'bansry fJcll Gilrng. ,1 >D9 Js;22015 .. r r -.. •., —{ 'tlme> ��'.+� 1 l"Lv'`'�.\ !i rAar Ie. 3015 n_FL NP'G-A.TEa-IAIJ Otm'aleJl O-.:n �. � �:,.,'❑. � :.':Vr a _.... .SlgnntVrtul FriRclEa1➢dllarantl d9 oR�larmunyui�na 708-440-6276 ° bjarnotdpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 'SITE NSULTING, LLC ll)sHO DEPARTMEN I Cif WATER RFSt)T:RCLS m III ILLER SREPOR r 9-7 W ,-,L I I (-qx 622330 IL NVELL IrMs_ Z- OWNY R: Add(I 1LOCATIO\ JFIIULLIn Tt%*p 1 Ntrrljj M M It4j] 11 It L JLLJ I rAgl 1x1 " 7_ I T4 N11 I lnt {Gnm, Ada tv Bit. 01,,,JjJ, El %I ....... e, 0 mu,", ,❑I Lrvann 2 111 71 Li (, ORILL ME HIM F1 Nt Roat, Lj cable sr, UING PROCEDURES L run Cl D nDj I r-M Ill. ST.AnCAVATER I EVEL ORUttES] tN i'K1tCCi RE v, I he I I L LITHO LOGIC LOG: (D—nit, ,tl* A me j.,, NOTHING FOLLOWS rt.tt 14, 21 -1 208-440-6276 biarnoldpe@msn.com Post Office Box 190537 Boise, Idaho 83719 No Text E FAIRVIEW AVE z z z E FAIRVIEW AVE - -- r F N iY z '7 C EGRUB zRAVE 1= F- 1......--_. i _...� W E BADLEr AVE _LE{il ITE OCATION El 'ON AVE E CARLTON AVE - M = IT] I-M 1 REVrSIDN BY, skcU 1 OF 1 VMAP FORTY THREE NORTH SUBDIVISION SITE VICINITY MAP ©WU L E; OWG NIG. SGLE_ 07/08/2016 160405 1"= 300' I W I, NC,TONAVE BRIGGS ENGINEERING, INC. BRIGGS ENGINEERS PLANNERS SURVEYORS 18051 1 OVERLAND ROAD ` ROSE, iDr1HO 837E5 ' (205)34n-0-100 �Neve d cwrryy, Gr an7 pn-1'n�, IR-S G �, ��al Ins u=d u�eet orz � s 'IT .. is t --. EI by w tten.¢yreomrnl In,m Uiiy, . ( PioneerfltleGo. 601NC Of PONL 8151 Wl Rifi>eln111 Street Dwee.1D 83704 ELECTRONICALLY RECORDED -DO NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS ITIS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT FileNo.586535 SRNJ/MA For Value Received ADA COUNTY RECORDER Chnstopher D. Rich 2016-023165 BOISE IDAHO Pgs=3 DAWN TRIVOLIS 0312112016 03:26 PM PIONEERTITLE COMPANYOF ADACOUNTY S16,.00 WARRANTY DEED Stephanie Dickey as Trustee of The Linda Hoover Trust, dated June 14, 2004 bereinafler referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto TOGA Development LLC hereinafter refelYad to as Grantee, whose current address is 3843 W, Daisy Creek St Meridian, ID 83642 The following described premises, to wit: See Exhibit A attached thereto and made a part hereof. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantees(s) heirs and assigns forever. Arkd the said Grarttoi(s) does (do) hereby covenant to and with the said Granwe(s). the Grantor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grardae(s); and subject to TJ:S. Patent reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and current years taxes, levies, and assessments, includes irrigation and Utility assessments, (if any) which are not yet due and payable; mrd that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Dated: March 16, 2016 The Linda HooverTru t dateA June 14, 2004 By I Y eph in Dickey, Trustee State of Idaho, County of Ada On this Z/day Of March in the year of 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared Stephanie Dickey as Trustee(s) of The Linda Hoover Trust dated June 14, 2004 known or identified to me to be the personlpersons whose name(s) is/are subscribed to the within instrinnent as said Trustee(s), and acknowledged to me: that he/she/they executed the same as Trustee(s) of said trust a0as tislher/their Free and voluntary act and deed of said bust, for the uses and purposes therein menti tied. jL v% t�<i���J (i(./(/ sViilY .GalSir Notary Pub) i� ;`�,;s@`yoe Residing at: e a !y nN Commission Expires; __ (y A m I1M Residing at Caldwell, IQ �A �! a v; My Commission Expires:05-05-2017 "'aanca Alp, EXHIBIT A AI I that portion of the Eaat half of the Northwest quarter of Section 7, Township 3 North, Range 1 East, of the Boise Meridian, in Ada County. Idaho, which was formerly platted and known a Block 9 of Second Cottage Nome Addition to tlue village of Meridian, Ada County, Idaho; AND A portion ofthe East half of (lie Northwest quarter, Section 7, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, more particularly described by metes and bounds as follows: Commencing at the center of Section 7, Township 3 North. Range 1 Fast. Boise Meridian, Arta County. Idaho, and running North OTWO0'r East 1294.00 feet along the Easterly boundary of the Northwest quarter of said Section 7, to a point; thence South 89001130" West 680.00 feet along a line parallel to and 1294.00 feet Northerly from the Southerly boundary of the said Northwest quarter, Section 7, to the Southwest corner of Brock 9 of the Vacated Second Cottage Home Addition to Meridian, Idaho, said point being thel-RUE PO1N f OF BEGINNING: thence continuing South 89001'30" West 40.00 feet alonga line parallel to and 1294.00 feet Northerly from the said Southerly boundary of the Northwest quarter, Section 7, to the Southeast corner of Block 10 of file said Vacated Second Cottage Home Addition to Meridian; thence continuing South 89'01'30" West 12.00 feet along it line parallel to acid 1294.00 feet Northerly from the said Southerly boundary of the Northwest quarter Section 7, also being along the Southerly boundary of said Block 10 of Vacated Second Cottage Home Addition, to a point; thence North 0000'00' East 20134 feet along a line parallel to and 732.00 feet Westerly from the said Easterly boundary of the Northwest quarter, Section 7, also being along aline parallel to and 12.00 feet Westerly from the Easterly boundary of said Block 10 of Vacated Second Cottage Home Addition, to the Southeast corner of Olive Dale Subdivision No. 1 as shown on the official plat thereof on file in the office of the Ada County Recorder; thence continuing North 0°110'Ot1" Fast 154.91 feet along the Easterly boundary of said Olive (sale Subdivision No, 1 also being along a line parallel to and 732.00 feet Westerly from the, said Easterly boundary of the Northwest quarter, Section 77 to a point at the Northerly boundary of said Black 10 of the Vacated Second Cottage Home Addition, said point being 12.00 feet Westerly from the Northeast corner of said Block 10; thence continuing North 0'00'00" East 1439 feet along the said Easterly boundary of Olive Dale Subdivision No. I also being along aline parallel to and 732.00 feet Westerly from the said Easterly boundary of the Northwest quarter, Section 7 and also being along a line parallel to and 12.00 feet Westerly from the Easterly boundary of Block Id of the said Vacated Second Cottage Home Addition, to the Northeast corner of said Olive Dale Subdivision No. 1; thence North 89'54'10" East 51,99 feet along the extended Northerly boundary of said Olive Dale Subdivision No: l to a paint on the Westerly boundary of Block 12 of the said Vacated Second Cottage I lome Addition; thence South 0*00'100" West 13.59 feet alonga line parallel to a and 680.00 feet Westerly flout the said Easterly boundary of the Northwest quarter, Section 7, also being along the said Westerly boundary of Block 12 of the Vacated Second Cottage Home Addition to the Southwest corner thereof; thence continuing South 0°00'00" West 356.25 feet along a line parallel to and 680.00 feet Westerly from the said Easterly boundary of the Northwest quarter, Section 7, also being along the Westerly boundary of said Block 9 of the Vacated Second Cottage Home Addition, to the POINT OF BEGINNING. l except t I I A I I'UK I IUN UV 15Att) HIOCK Y of JeCOnn tUonage I-RM : ;Xnult ion Rl the v Illage of Meridian, lving Easl of the following described line: A portion of the Bast half of flit iUnrthwest quarter. Section 7, Township 3 North, Mange 1 FastBoise Mviidian, Acla County, ida6c, afore particularly described as follows: Commencing at the center of Section 7, Township 3 North, Range 1 Wesk Boise Meridian, Ada Cnonty, Idaho, and running North 0000'00" East 1294.00 feet along the Easterly boundary cif the Northwest quarter of said Section 7, to a point; ttlence South 89,01,30" West i5o.00 feet along a line parallel to and 1294.00 feet Northerly- from the Southerly boundaan, of the said Northwest civarter, Section 7, to a point, thence continuing South 89'0130" West 367.00 feet along a Fine parallel to and 1294.00 feet Nortlierly from the said Southerly boundary of the Northwest quartet; Section 7, to a point of beginning of said line_ thence North 0°00'00" East 3G5?1 feet along a line parallel to and 517.00 feet Westerly from the said Easterly boundat} of the Northwest quarter. Section 7, to the end ofsaid line.