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Charlene Way From:clerk@meridiancity.org Sent:Friday, May 22, 2020 12:36 PM To:Charlene Way Subject:Development Application Transmittals - Oaks North No. 8 FP H-2020-0053 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Oaks North No. 8 FP H-2020-0053 Transmittal Date: 05/22/2020 Hearing Date: 6-9-2020 Assigned Planner: Joe Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law 1 Hearing Date: June 9, 2020 File No.: H-2020-0053 Project Name: Oaks North Subdivision No. 8 -FP Request: Request for Final Plat consisting of 37 single-family residential building lots and 8 common lots on 13.96 acres of land in the R-4 zoning districts, by Toll Southwest, LLC. Location: The site is generally located at 6060 W. McMillan Rd., in the SW 1/4 of Section 28, Township 4N.,Range 1 W. Project Planner: Joseph Dodson C� E IDIAN*— Planning Division �AH DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: File number(s): Assigned Planner: Related files: Type of Review Requested(check all that apply) © Accessory Use(check only 1) 9Final Plat ❑ Daycare ❑Final Plat Modification ❑ Home Occupation ❑Landscape Plan Modification ❑Home Occupation/Instruction for 7 or more ❑Preliminary Plat ❑ Administrative Design Review ❑Private Street ❑ DR Modification ❑ Property Boundary Adjustment ❑ Alternative Compliance ❑ Rezone ❑Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑Time Extension(check only l) ❑ CZC Modification ❑ Director ❑ City Council Review ❑ Commission ❑ Comprehensive Plan Map Amendment ❑Council ❑ Comprehensive Plan Text Amendment ❑ UDC Text Amendment ❑ Conditional Use Permit ❑Vacation(check only 1) ❑Conditional Use Permit Modification(El ✓only 1) ❑Director ❑ Director ❑Commission ❑ Commission ❑ Variance ❑ Development Agreement Modification ❑Other Applicant Information Applicant name: Toll Southwest LLC Phone: 208-780-6723 Applicant address: 3103 W Sheryl Drive Email: o ll r the City: Meridian State: Idaho Zip: 83642 Applicant's interest in property: igOwn ❑Rent ❑Optioned ❑Other Owner name: Phone: Owner address: Email: City: State: Zip: Agent/Contact name(e.g.,architect,engineer,developer,representative): Sabrina Durtschi Firm name: Toll Brothers Phone: 208-250-6161 Agent address: 3103 W Sheryl Drive Email: sdurtschi 2DWIlbrothers.com City: Meridian State: ID Zip: 83642 Primary contact is: ❑Applicant ❑Owner ❑ Agent/Contact Subject Property Information Location/street address: 6180 W McMillan Road Township,range,section: T 4 N R1W,Section 28 Assessor's parcel number(s): SO428314950 __ Total acreage: 114.6 Zoning district: R-4 Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854►vvv►v.meri is cit .0 l rnnin -I Rev:(2/11/2020) Project/subdivision name: The Oaks North No.8 Subdivision General description of proposed project/request: 37 single family residential phase of Oaks North Subdivision Proposed zoning district(s): N/A Acres of each zone proposed: N/A Type of use proposed(check all that apply): Residential ❑Office❑ Commercial❑ Employment❑ Industrial ❑Other Who will own&maintain the pressurized irrigation system in this development? HOA Which irrigation district does this property lie within? Nampa Meridian Irrigatoin Primary irrigation source: Surface Secondary: Qround Square footage of landscaped areas to be irrigated(if primary or secondary point of connection is City water): N/A Residential Project Summary(if applicable) Number of residential units: 37 Number of building lots: 37 Number of common lots: 8 Number of other lots: Proposed number of dwelling units and square footage of living area(for multi-family developments only): 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: (up to: 500 sq.feet) (up to:250-500 sq.feet) (up to: 500 up to 1200 sq.feet) Minimum square footage of structure(excl.garage): Maximum building height: Minimum property size(s.f): Average property size(s.f.): Gross density(Per UDC 11-1A-1): Net density(Per UDC 11-1A-1): Acreage of qualified open space: Percentage of qualified open space: Type and calculations of qualified open space provided in acres(Per UDC 11-3G-3B): Amenities provided with this development(if applicable): Type of dwelling(s)proposed: G(Single-family Detached ❑ 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 parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Sabrina Durtschi Applicant signatu Date: 4- -20 Community Development a Planning Division r 33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854www.meridiancity.or� tanning -2- Rev:(2/l112020) Toll Brothers AMERICA'S LUXURY HOME BUILDER April 27, 2020 City of Meridian Planning Division Community Development 33 E Broadway Ave, Suite 102 Meridian, Idaho 83642 Re: The Oaks North Phase 8—Final Plat Application Dear Planning Staff, Toll Southwest LLC hereby applies for final plat approval of The Oaks North Subdivision No. 8, containing 13.96 acres,with 37 single family residential lots and 8 common lots. The site is located at 6180 W McMillian Road(parcel number SO428314950.) The preliminary plat was approved by Meridian City Council on December 17, 2013. This phase is in conformance with the approved preliminary plat, thereby meets all requirements. Phase 8 also meets all requirements and provision of the UDC and was prepared in conformance with acceptable engineering, architectural and surveying practices and local standards. The property was annexed under Ordinance No. 14-1602, which was recorded as Instrument Number 114030973. The applicant also entered into a modified Development Agreement, recorded as instrument number 14030972. We thank you for your time and consideration of this Final Plat review with construction plans. If you have any questions during your review, please do not hesitate to contact me at 208-250-6161 or at sdurtscliiLa7tol16rothei-s.com. Sincerely, Sabrina Durtschi Land Entitlement Manager Oaks North Subdivision No 8 Vicinity Map Meridian, Idaho W CHINDEN BLVD -------------- OAKS NORTH OAKS NORTH SUBDIVISION NO 8 SUBDIVISION NO 6 U Q J m Z Cl � OAKS NORTH USUBDIVISION NO 3 OAKS NbRTH SUBDIVISION NO 2 OAKS NORTH SUBDIVISION NO 4 3 OAKS NORTH c) SUBDIVISION NO 7 ZD ZD OAKS NORTH Z SUBDIVISION NO 1 OAKS NORTH SUBDIVISION NO S W MCMILLAN REs N NOT TO SCALE qol1 Brothers ENGINEERING • PLANNING • SURVEYING • ENVIRONMENTAL ESE Consultants,Inc. 3103 W.Sheryl Drive•Suite 100•Meridian,ID 83642 T:208-424-0020 A M E R I C A'S LUXURY HOME B U I L d E Rft ADA COUNTY RECORDER Christopher D.Rich 2018-103076 BOISE IDAHO Pgs=9 HEATHER LUTHER 1012912018 04:18 PM PIONEER TITLE COMPANY OF ADA COUNTY $15.00 AFTER RECORDING MAIL TO: I'LEC's R(A'lCALLY PEG011GED-00 Nuf- IEK�OVIi THE-:CsO;RIP?'Si TAMPED i8ST jPART OF"`HiE 0F1 K-1i NAI,Do iS 2 E T, GRANT EPEE® Dale: ,2018 For Value Received, NEW OAKS LILC, an Idaho limited liability campany, hereinafter referred to as Grantor, does hereby grant and convey Unto TOLL SOUTHWEST LLC,a Delaware limited liability company, hereinafter referred to as Grantee, whose current address is 3103 West Sheryl Drive, Suite 100, Meridian, ID 83642,the foilow[ng described premises, situated in Ada County, Idaho,to wit: LEGAL DESCRIPTION, Real property in the County of Ada, State o:Idaho, described as follows: SEE EXHIBIT"A"ATTACHED HERETO. TO HAVE AND TO HOLD the said premises, with their appurtenances, unto said Grantee, and to the Grantee's heirs and assigns forever. SUBJECT TO: taxes, levies, and assessments for the current year and subs�equent years and the rnatters set forth on Exhibit"B"attached hereto. �+3PPZ 1 US.Z t1r;+25c}'T-l�i1C1d Page 1 of 9 04/23/2020 3:06 PM NEW OAKS LLC, an Idaho limited liability company By: Coleman Real Estate ManageEnent L LC, an Idaho imited liability company ILs: Mana e By- - ..- Na e: Its: Manager SPATE OF } 55. COUNTY OF This record was acknowledged before nee on 201.8, by as Manager of Coleman Real Estate Management LLC, in its capacity as Manager of NEW OAKS LLC. 11 Signature of Notary Public sMv Commission Expires: Page 2 of S 95997.1@S:l[lfi:„ti}�_[ir3L7�3 Page 2 of 9 04/23/2020 3:06 PM CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE §1189 w!oS'.S'�SaS��.i�.' �'.xsP.kY".C.Y�eS�;Q�`t3.�rr�>�.� '� '3'f -�3 g-Mn.' y i I.Y.'c �n n'. .:i -i+ lam,•-c s- fir._-'sr5_{e�'a:��.:F-11..5§� r`'$'-s"•?;L:+ytiS .^:,`�F$;R'e-�. . .:Yf��i-�I:TY�:r.e.?��.'�;';BPS"?#a'S..v'_-'S�i�'.`�`•�'c[: �§`.:�i.�?z��'• ..�`�'[� A notary public or other officer completing this certificate verifies onlythe identity of the individual who signed the docament to which this certificate is aftached,aid not the truElrf ulness,accuracy,or validity of the document State of California County of ❑rt _ before me, - .- �i •—.)%j_v.. t Date Here Insert Norne anti rtie of the Offic r personally appeared Ncmp(sJ of Signers) wry❑ provod to me on the t;asis of satisfactory evidence to be the persons)whose names)isisre subscribed to the within instrument and acknowledged to me that he/sheithey executed the satire in his/her/their authorized capacity(iesy,and that by Iris/her/their signatures}on the instrument the person(s),or the entity upon behalf of which the persons) acted, executed the:instrument, l certify under PENALTY OF PERJURY under the laws of the State of California that the fore oin �rnrr�rr[r;x.n+astira 9 9 ruo;aryfiublrc-Calk miL) paragraph is true and correct- s `arntaBarharacouuity Corm ssia,a 2',%57I WITNESS my hand and official seal. My comrr�,cx-dires May],.W0 r Place Notary Seal and1or 5irxmp above Sigrtar -f�of Notory�Public OPTIONAL Compfeting this infarmoboo con deter alteration of the document or fro udulent reattachment of this form to on ank)tended documenr- Description of Attached Document Title or Type of Document: _._....._.Document Date:Date: _...___-------...._.....___—_-___-- Number of Pages:--------...- -.,.m Signer's)Other Than Narned Above-. Capacity(ies)Claimed by Signer{s; Signer's Name: _ Signer's Name: 0 Corporate Officer—Title(s): - - F7 Corporate Officer —Title(s) i o Partner •-• t_r Limited o General © Partner— 13 Limited 0 Genera! I i 0 Individual Ei Attorney in Fact u Individual 0 Attorney in Fact I7 Trustee ri Guardian Of Conservatof Lr Trustee o Guardian of Conservator r7 Other: ___..-._.�. 0 Other: --'-"----- i Signer is Representing: Signer is Representing: ---------------_-.__........ �...-__......_-__-- I 's����'ki5�3�'�-.`sr'��'k.s�"i:�rE:k3�`•�":a�i?£9aia�i��&ii.�'�k'.:�£�i��S���r:�@G'�.�F�+�i�?�:'$i=Ya`-� ��:=�c �;.".sT�. ^'�'�,`--:c�a:?.'9�iF"-. :a6zc�3�F'>�.:§�z" ','.�'s�i.e��:'s:Fs-�+. (-,'2017 Nadona€Notary Association Page 3 of 9 04/23/2020 3:06 PM EXHIBIT A Lecial Descri tion ,A wc�---1 bra.11ed it?tlrp 5W%-,)rG the ink fy of the ate, ,, of e.-�-ran 2�. Tan-,r,--,0R 4 North, R jnaec 7 {dens:.advse mef� ,ij{z3Yl.Ada County. lS:i khG, and T-no'e P"fict0afly dew i',ed as tr3(irwsl ��n�rr nci gat rir.;h Cgo mrnum,3i1t warking.�w-,uw vAe5t Pwne, of said S'& of laacuon 26, €rum wiiidh a E�Fess C ap mo:€umart fnafmrsg�1e soxthepst o,-ner of sal!S=V 1.4;t:Hays 15 9V1 3'8:'E: a 615wnce of 2635.25 fret: Theoce i 6191 a-a•. f: along the soulhady E Gund aiy of s4id SV4 a d:stance of 85G.37 fey: €n !Nf POINT OF BF-GIN-NINO; 1,aaviir:g sa;si *Qt.A;34;Ay ::+3unr4m i+:D1-43'02' E a distance of 37 6 i f9al ka a Thea3 N 45'42'28"E a distance of-5M.1 feet W o poir, 111 en c[ M I 4 2'28 Ci sta to 1f 36 z.Qf$fe, to 0 pCirF 15 i :r P•1 fro'12 21 VV a d?siance cf 23.24 tee!to p.,)-,pt. Thpmo N 0'14'019-w c9 66_00 feel,to a tt=t: T hetice N 5`24 27' 'd al, 137.110 Teel to Z-1 P�.,fMt' 7 hrA,al>a N[}`32'1 1 t:'a rlW ace,W 141,72 feet ft3 z1 i!CVM,, Thence 3\1 136°.25'38"E a distanca of 47.7Cj f,l,1i to a knits'; 1 hentw N e '4,5 07't; nG#,,t k31r)v tit 60.Q,6,fes.t to a pc`s3',. Theqce N le:et?o Thence N -A, 3 df state i w 55,EU fe/A to.a poin', T;7r:,:. N C,`52'�,1 E 1 d-��,,as-i,,o r�t t7 .��f riej. a p,-)j :. Tf3en iu N 1 VU-42„E o d?vta,3ce of 49.2 r feat to,a pv nt "11 s Co S-88'5:i 8'E v d'F,ia nce Cif 5.23 lee'to u}'o.n t; f heroe KhI 4:i[`C0',112"r E a d!stan e of 7...07 fitt t lu a ypoq;11. The r,cfn N 1°0O'42'Z a f$j 5!a Li e of 130.NX fee!m a ?�sott3[, Thpnca N 85'591 Rn W a distariop of 75.00 feet to a PO4it. Tfa 33 t� 3"€JU42"E a di.%lunct a*12'�- 2 fee_1,0 a rac='snt; tier:� i°`JCtPit° ;a rii .ta: ce..n''5 i7ie 114R�n: Pane 3 of 8 98992 f 05 2 0042597-00021 Page 4 of 9 04/23/2020 3:06 PM Th!-il.:E:s``.l 1'GsW42" E a d ts'Lsr)-.a Cf';:-31,27 f+3a't to at yp+):t' T�P-iicr 89"-S2't-21 E distar1cc,c)' 75.01 fail to a fa6nt. Then N 88'27'4u^E �i ri;c,r Inca of 7 5.07 f--el to-3 point, Th.erFcL�7,g 67''<;1'09? f a.J�—Lanr�i of 9,7.a (f�et tc�i f,r.,int; 7 Mr;c6 s 6� '3`�T E a d)stanoe 41:0A0 fct� to a point, l-lier'E;v�TV 15A4.E a dial anmr c)f x s.;37 tar:2 to a print Th nfr:i,69'3i3':v"E z 6;{ance of ':32.P2.fc-,PA to ti point, 'r h.rrr,ce; :30't4"1T"C .„di5tant:4,,of;n17,5 9 r,i�a,t.V.� pr7i:r�; Th all cla 8.21'54!36-'E a dislarlce of `95,75 reetits a pe,In.; I her!cu 5 3�Tj 47_`d''s/a 3[a n.0e fif 7 5',0 f(et fit ck pcp r),; Thence 8811- '-i11 rC.,,diStarice of,54.31 C<,�i€to a quirt,; Tll?EiC----i 68 tail Cc-Ot 4U 4 i Lt a(0ng thc-a w,3f A 55.00 foot'atSiuq non-tanpnt chive C.' t.Ervrk h5wiQg )se?,I.r it a i.,gle o1 41`38'59' and a Fong Who;d bearinq S � O'18b E 10, f�wt 0�-'5 a c:�:st�aa�r;�gas 10 R Gump: Tli.erca S f B�1i 2 16 F 'n di&lance 0-`3s. 1 f to a f,rir IlTt3r,ma aN i'0 4T E.3 ryi,tance cf 1 �.'i1 fs'rC t tr. pol;?, TIi?i'sCP. j 17 35'3:f'E o"elss nQc'o1 7 5,J15 f*cc'I a [ai mt..; Thu-nco-N 21'27'37' f-r.chismnre.of f5.4M fee;tD a [dint. Them? N 24"36'4: f=,a 6;stamic of 5 00 feet w:a�)csirtti: Thej%zo N 3W .Y4A„E as d ss anre of or);..j1 fs c,-tc:I p0i41f; T f7C:ntr:N 61`02'66:,E a 633tincc saf f GIB `e-st to a(salt; Tiwilc IS 41°'55'50 F. a YJ13t;ir,e of.12:3.3r h?eli:c:-r)f1.7isa .�e.itcs fd 5 "4 ' 2.." a d a:an-10,,f!1 24 io.ek h)a poi nt: Thenca S :33'5V 38'E a disfnnl:e of 50.DIO ire�?0.a Pr'lni. PagQ 4 of R 9S992105.2[10,12597-0002 i Page 5 of 9 04/23/2020 3:06 PM Then^.p S 38*50'20" E a distance of 121 28 f eE to 2 r0iflt, Tli--mce S 81'24 59" E a disi a nv--of'15.5.1 fe,I to a Pei n'. T,l en ce N 56'00'22"E. dista noa of 33 4,12 feet to a point; Tnenca N 52--1,,D'28-"E a dislanc-a of 136.18 feet to a point; Thence N 9'054W E a distqrir-a of 1,56 97 feet to a point-, Th Lncv N 75'18'34"E o di s I wi cc of 22'r.86 feet to a Po llr)t Tn'nop N 63'08'06'E a djqtancs of'�I 0.'t 9 feet to a p-0;'ot; Tnence N 7 1�1714"F (Vst;�nr,8 of 70.04 fact to a Point; Thanva N 7 9'33'4 7'E a disfwu;�of 6 0.00 fetlt tot r,oun t; Ti)anjna N 4'['2-108'E"-- a-dislanna of 24.,IS feet tf),a pclm,'; Thence N 75'�3'47" F. R distance of 50,�',Q feet ka a pLi[lt: Thence S 80'29'2&'E a distant-e cl f 131.09 feet to a point on the easterly boundary of the lA0 Yz of the SE X,of Section 2 8; Thence S W371F�Af along said easterly bwridwy a distance of Irl 5433 feet to a oomi; T-inermce leaving sa?,1 easy:ny boundary N 89'12'25"W�milarce of 1341,24 feel to a point; U h S 0'4 3'0!'VV a d i it a r.,,s of 101 P.17 fact In a p o j n i: Th nc,�8 7'43'25"E a rJjstanze of 124.64 feat to B point; Tnice S 44'1 65Z"E a dilsta Poe of '138.0 feet to @ polrt: Thunc-S 0'4a'1 5!'W a dk-CanCe of 74.00 fl2pt to a p0111,On Dhe S'OlAhedy DOUNdWy Of SRld VV Cf V19 S E 'A- Thenco N 89'16'45' W along saics souVierly boo-ndery a distant-e of 901.29 feet to a rjmg cap rnonumen I marking tl,.e soutlieast mrar of th5 SW 1�4 of said Sect'orl 2,1: Tihem�e N Lhpsoullledy boun-Oaryof said SVIi POINT OF BEGINNING. Page 5 of 8 99992 102 0042597-00121 Page 6 of 9 04/23/2020 3:06 PM EXHIBIT P Rights ofwiv a%disclosed by:tval a'We map, Foi-: F-ast Tap Lateral Rielit.s of xa'r as disdoscd by aviiiable maps- For: N.Black Cyst Road .R2T1ts of way 15 disclosed 1w avollable maps, Fos: McDclluott Road Rights o;wav a.w disciowd by a vFilabl,�:aki1as. For: n';idd`a=Tip S-ublateral Rights of w'a-v as disclos:d tpv av slxible.mipps- Fur: A1c1viM'-u1 RO'1J Ruts of way as cli*lured by avail�ab`e maps_ For- C.'r:'ascru Laterzo, �n ensz.'meln C.ongaiss ag oemk_;3 term.' lAd Promiom afrec.riztg a Pont-oil of said}xremiizes ItA f's the pu'_?O'ses Stzfed[lereat't Ln Favol of: Idaho Power Couk— my Recorded: Au ttst'? 1967 Izry1111mem:]NO.: F_..T-i':sl Right-of_\,Vay C.emlficme Agrec.Zrte.w ulac,ix dl terril „eoltClitioa2 and rTro;-isiozzs corlm=d theseiaa: L'et'=•cCt.: i::z e 15[rr1 T.,ttml Assocnakion and Lead€wmer4 L?Lr!-d: October-10, 195 Recorded: 'ticsvers ber'L 196-1 ,_ tvi1tr,'rs cis.3c.icsaci.isy..eetard of 5:1fv:y Smv'y No_ 2 ill Rec.'Drde.& JaL1:I.ar 1, 1 c�94 !as TT une111 N0'- 94000017 0 As FoLows: McDermo€t Right of W av N1► t s disdo ed by R,corc of Sur,ev Survey NO : 5 33 62 RecaV3--d: 'Ap61.2 2001 As FoLwwi�� Mcmil.laxi Road Right Of way 'McDem-ma Road Righ�of way Pale 6 of 8 989921012 Page 7 of 9 04/23/2020 3:06 PM R7c-,bC-title and r7 we..;r 0 f;Ile.I)Z -lxerci l armed. Gisclased l� .>; 4 lairclaia7x Deed ex.ecnsed W vile Unit,td State,Departmeiir of t,xe Llterior Burt'au of Rec l�uru�#iau Path;'- Nampa lMei-idiEm Irnp.tion Dd$iS'icI ff c;PS: D!tches vaid Csmuils 'NIP,As:-r Path+a-a+,-Agreements upoiL The tw�rx.s.;xo iaicxxs Rnd cons eglsmces�nmlvu thfrefrolli Bctw-em.x Nis-up a Men Aii-itt.;JTi gation astt'ict,the City of ir•Feri.€i�fx,slie C' a Rolii e alId Thy COu.Rty of 4�ja c u ttary Zr1v,nInl,�II IOt01[i -Z,!9 Manor;disci--ned l?y Record of sv1."ey S 671:1 FAcerzLei 3 tL.rxx�aeF . 2004 Ills-runIenv tiu_: : ;:f: As Follows: ?ar:srrq3tis easeuxent for McNlillaLiRoad Mattes'-rli.scIc,�ea by R.-cord of Stxt vey Stll-v v I*'n-: 6717 ;_Recorded: Dcccrzi7 f S,20C4 735tTtlzlxe'i3l';�i Q.: t N j As Followq— -=---------""'- McDermctt Road Right of Way � '?resiril ti s e l Q CLEIt'SIt kos-N. c idla"n,Road Nlauc,fs disrinhed by Record 0f Sllf'wy Storey No. q• l S r^tccoxdetI: Ma ,y 6. 'rk)i i1I§1YLiult:�`�=0.: lI,+wt�CE7 i cn . A.5 Fc3llO�L'S: Z-Black CRT RQiid FC ,q)lt Of V',lV CfdU-Luce.N9-09-1393 by 0 ry of Mvmdian upon thx mrn-13 and pra•:i;ioix�set f0fth flk-veFft. Dated: Junmaxy G,2009 page 7 of 8 98992105-2 0042597AO,421 Page 8 of 9 04/23/2020 3:06 PM Terms"co-aditions,aiitl,,xv"r ision3 of De.'el%Vme nt Agreemlz jli Bets,eezx: City 0-IF `etYiliau and Col mmul Hoines,J 1LC' D Yd: April 22, 2014. RccDzded; April 25,20 14 Assigiwient of Crrrantor`5 Riglwi and C'ool�ited D--,n iopnent gr,�emtw vz ta:Oak" By and�t<xeesi: Oakcreek LZC,an Idaho lu ted lia Qml company mid Toll M I LLC,av 1 1-dia li m-ted habili€y=Company Recoidcd: N:ov=mb,:� r 4.2416 laiminient ND.: -'`is mluleut of Gf-tnto1C s R jOlr:r�; By and Benvetzx Oaks L.LC,an I&-ilic limired liability ColnpzU.Ly and B:ooluicld Holes mgs �'x$r;v&n ID,LLC,a Delaware limited,lsatmlim,conxpjuy Rccordtd: Aprz1 ?5,0 1114s`dllY73C17.S0.- '�w 1. 7 Y��� Ordimnze No. 14-1602 Ut CiM upoll the temis alad PTO-m-,icm,�sct forth Overeill. Recorded-, i.pl'2-5 2014 Tefmi,confl]%ions_and.pr1 vi4,olis of Qak1 Taft Station eknd Pvc-ssure Reluibuy'-=eIr Agr`—,IIC'i3T ii]f ISL!'dl:i?3'tt�:Rile EFSFIASIC�"1.'.l�?lt Fktwten: Ntw aaks LL.C,au J,cU o,hnwerl iiaN.liry compiny md Clty of Mendim, Dated: Fe-bnu ry 9,2016 Recorcteck: F e;bmarr 11, 2016 Idii:nt ment.NO-- 2011 -G11•i;n Page H of S e9992 lrl,.2 004297-00021 Page 9 of 9 04/23/2020 3:06 PM AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 1, Ryan Hammons (Toll Southwest LLCJ, (name) (address) Meridian , Idaho (city) (state) being first duly sworn upon, oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Sabrina Durtschi , (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 27th day of Anril 20 20 0 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. SABRINA DURTSCHI (Notary Public for Idaho) COMMISSION#46693 NOTARY PUBLIC Residing at: R()nse, Idghn STATE OF IDAHO MY COMMISSION EXPIRES 04127/2024 My Commission Expires: 4-27-24 Community Development in Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiunCil .or PIamzin (1010812019) LeQaf Description The Oaks North Subdivision No. 8 A parcel located in the SW %4 of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at an Aluminum Cap monument marking the southeast corner of the SW %4 (S '/4 corner) of said Section 28, from which a Brass Cap monument marking the southwest corner of said Section 28 bears N 89°16'58" W a distance of 2635.25 feet; Thence N 0°43'41" E along the east boundary of said SW'/4 of Section 28 a distance of 1936.72 feet to a point; Thence leaving said boundary N 89'16'19"W a distance of 454.01 feet to the most northerly point of The Oaks North Subdivision No. 1, as shown in Book 117 of Plats on Pages 17940 through 17943, records of Ada County, Idaho, the POINT OF BEGINNING; Thence S 53°00'22"W along said the northerly boundary of said The Oaks North Subdivision No. 1 a distance of 95.00 feet to the northeasterly corner of The Oaks North Subdivision No. 2, as shown in Book 118 of Plats on pages 18029 through 18032, records of Ada County, Idaho; Thence along the northerly boundary of said The Oaks North Subdivision No. 2 the following courses and distances: Thence S 61°02'56" W a distance of 185.75 feet to point; Thence S 53°30'14" W a distance of 66.87 feet to a point; Thence S 44022'04" W a distance of 42.59 feet to a point; Thence S 35019'34" W a distance of 67.79 feet to a point; Thence S 18049'14" W a distance of 75.00 feet to a point; Thence S 13'30'21" W a distance of 75.32 feet to a point; Thence S 4°59'57" W a distance of 166.46 feet to a point; Thence N 88'59'18" W a distance of 351.50 feet to a point; Thence N 1°00'42" E a distance of 115.39 feet to a point; Thence N 20°00'44" W a distance of 144.52 feet to a point; Thence N 30"14'17" W a distance of 119.54 feet to a point; Thence S 65004'05" W a distance of 133.29 feet to a point; Thence N 24055'55" W a distance of 53.51 feet to a point; The Oaks North Subdivision No-8 Lam-' hand Surveying and Consulting Job No. 18-35 Page 1 of 3 Thence S 65004'05" W a distance of 47.00 feet to a point; Thence S 67°41'09" W a distance of 69.32 feet to a point; Thence S 88°27'49" W a distance of 55.07 feet to a point; Thence leaving said subdivision boundary N 5'27'43" W a distance of 123.31 feet to a point on a curve; Thence a distance of 28.08 feet along the arc of a 373.50 foot radius non-tangent curve right, said curve having a central angle of 4d18'29" and a long chord bearing S 88°51'28" W a distance of 28.08 feet to a point; Thence N 1 000'42" E a distance of 47.00 feet to a point; Thence N 1°49'36" W a distance of 121.86 feet to a point; Thence N 83°00'24" E a distance of 70.71 feet to a point; Thence N 63'40'51" E a distance of 73.86 feet to a point; Thence N 56054'53" E a distance of 90.00 feet to a point; Thence S 33005'07" E a distance of 120.50 feet to a point; Thence N 56'54'53" E a distance of 248.32 feet to a point; Thence N 11 054'53" E a distance of 28.28 feet to a point; Thence N 56054'53" E a distance of 47.00 feet to a point; Thence S 78°05'07" E a distance of 28.28 feet to a point; Thence N 56054'53" E a distance of 32.74 feet to a point of curvature; Thence a distance of 201.13 feet along the arc of a 1023.50 foot radius curve right, said curve having a central angle of 11015'34" and a long chord bearing N 62°32'40" E a distance of 200.81 feet to a point; Thence N 27040'22" E a distance of 30.16 feet to a point; Thence N 13023'15" W a distance of 5.06 feet to a point; Thence N 76039'05" E a distance of 47.00 feet to a paint; Thence S 60020'53" E a distance of 27.30 feet to a point; Thence N 72041'29" E a distance of 107.25 feet to a point; Lund bl bons The yaks North Subdivision Na.8 Lam"land SuNeying and Consulting Job No. 15-35 Page 2 of 3 Thence N 27°35'31" E a distance of 28.34 feet to a paint; Thence N 13015'08" W a distance of 1.28 feet to a point; Thence N 76048'23" E a distance of 80.93 feet to a point; Thence S 12°09'30" E a distance of 71.30 feet to a point; Thence S 21°22'37" E a distance of 103.40 feet to a point; Thence S 21°48'23" E a distance of 89.83 feet to a point; Thence S 29°42'54" E a distance of 106.71 feet to a point; Thence S 36°48'26" E a distance of 75.41 feet to the POINT OF BEGINNING. This parcel contains 13.96 acres more or less. Clinton W. Hansen, PLS `aN�� LAND s Land Solutions, PC r F April 23, 2020 11118 c)q pro N W HAS The oaks North Subdivision No.8 Lana SWr yfng iina Consulting Job No. 18-35 Page 3 of 3 Sabrina Durtschi From: noreply@meridiancity.org Sent: Friday, April 24, 2020 10:03 AM To: Sabrina Durtschi;tricks@meridiancity.org; rbeecroft@meridiancity.org Subject: Address Verification Complete EXTERNAL EMAIL Address verification is complete for record LDAV-2020-0270 Project:The Oaks North Phase 8 Address: 5685 N BLACK CAT RD MERIDIAN, ID 83646 Parcel(s): S0428314950 Lot: null Block: null Subdivision: OAKS NORTH#3 I Comments: Parcel verification City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208-888-4433 www.rneridiancity.org All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 ESE CONSULTANTS ENGINEERING • PLANNING • SURVEYING • ENVIRONMENTAL April 21, 2020 Planning Division City of Meridian 33 E Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: Oaks North Subdivision No. 8 Roadway Centerline and Groundwater Elevations Dear Planning Staff, Groundwater monitoring has been conducted for the Oaks North Subdivision No. 8 by Material Testing and Inspection (MTI) with the results of the monitoring being summarized in the Groundwater Letter prepared by MTI dated, November 20, 2019. Based on the groundwater monitoring data provided by MTI, the roadway centerline elevations within the Oaks Subdivision No. 8 have been designed to elevations greater than three feet above the seasonal high groundwater elevations. If you have any questions regarding this matter, please contact me at (208) 955-6555. Sincerely, ESE CONSULTANTS, INC. SSIQNAt Ear 12449 N� O F 04`20�C� N E. BO -D 4IZ1120 Justin E. Bozovich, PE Asst. Regional Director of Engineering ESE Consultants, Inc. 3103 W. Sheryl Drive • Suite 100 • Meridian, ID 83642 (208)424-0020 ADA COUNTY STREET NAME REVIEW Preliminary Plat Review Date: April 23, 2020 Final Plat RX Project Name: Oaks North Sub No 08 T/R/S 4N1W28 Parcel Number(s): SO428314950 Project/Plat Applicant: Toll Brothers Phone No: 208-424-0020 City/County Agency: Meridian THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON PLAT N BLACK CAT RD N McDERMOTT RD W McMILLAN RD N RUSTIC OAK WAY N MALLORCA WAY v v v v +� > a a N o v o v 0- v Proposed Street Names: U Q o ; m Comments 1 W BURNT SAGE DR X 2 W HOLLISTER DR A Sounds like Collister.Change to a new unique name 3 N MALLORCA WAY X 4 N MOLTON WAY A Sound-alike to Colton and Bolton. Needs a new unique name Sound-alike to Colton and Bolton.Continuation of proposed N MOLTON PL Hollister.Change to name that will replace denied Hollister using 7 A E W and Ct 5 W PIXLEY DR A Sound alike to Bexley? 6 N RUSTIC OAK WAY X W McNAIR DR Use N and Ave. Doesn't align with proposed McNair in Sub 06. g E Change to a new unique name ALTERNATIVE NAMES TO REPLACE MOLTON PL, PIXLEY, McNAIR 9 BRASS COIN X 10 COPPERSTONE X 11 IRON CURTAIN X 12 LORNWOOD X 13 PEWTER POINT X PLEASE MAKE THE FOLLOWING CHANGES OR CORRECTIONS Replace W HOLLISTER DR with an approved ALTERNATIVE NAME ABOVE Replace N MOLTON WAY with an approved ALTERNATIVE NAME ABOVE Replace N MOLTON PL with an approved ALTERNATIVE NAME ABOVE Replace W PIXLEY DR with an approved ALTERNATIVE NAME ABOVE Replace W McNAIR DR with an approved ALTERNATIVE NAME ABOVE NOTE: If there are corrections and changes recommended,please make these changes on the subdivision plat and resubmit to the Ada County Assessor. A final review with no changes required and the matching plat must be Page 1 of 2 presented to the Ada County Surveyor at time of recording. Codes/criteria regarding denial A Sounds like an existing street B Alignment with existing street C Duplicate street name within Ada County D Street name exceeds 13 letters E Other The overall final street names are subject to change at Final Plat phase levels due to design changes,time constraints and or previous recorded plat street alignments. Page 2 of 2 - 1 1 .. 1 1 1 '� 1 1 1 •L - 1 .- -. 1 ' ' ' --------1 1 1 1 1 1 --------- 1 - . - 1' 1 1 1 1 1 1 1 1 1 OT14 PAR ' 9. 71 - r r- _________—' 1i7_,ti' _1 — ----------- ------------ NOT ____-_______t— 1 NOT A PART ,iVe GondOia D 1 1 N Black NOT A PART +' Walnut Way 1 1 Yr �- ' a '4'NlW28 $ O�Je J� WDear W Webster °a° oJ Springs Drive O a1 .- '. i -- — :Drive G W Maggio Drive ¢ a - - Ilk Gto ID 0d• -- Double rock Dix le y - =k ^'��° W Philomena Drive I}. • T WPhilomena Street 74 1 r 1 � 1 Z Avilla Drive ' NOT A PART ry 1 1 1 1 1 1 1 1 M d j j � � 1 1 1 1 y 1 1 ra t r W Milano Drive- . ZA. ; - W Milano Drive i 11 ' Z 1 1 1 1 1 1 1 1 ____________�' _*__ -W..Daphne.Drive- --- W Daphne Drive - ' ----- --t--- .1p ---- - -- -----1 ittGT'-A PART , 1 = C 1-, 1 1 1 1 1 d N 1 1 1 1 1 ' W A jar Q i 1 - - v o — I R; 1 1 1 - P —Z l ` C {i` 1 1 1 �_.. Creek Street ���-- This map is made from data copyrighted by Ada County.Ada County shall not be liable for ADA COUNTY ASSESSOR inaccuracies or misuse of this map.Maps Land Records Division _ bearing this disclaimer may be photocopied freely. 1 _ Geographic Information Systems 1 inch - 400 feet However,use in any digital form requires the 190 E.Front Street,Ste.107 written permission of Ada County. Boise,ID 83702 THE OAKS NORTH SUBDIVISION NO. 8 BOOK , PAGE LOCATED IN THE 0SW 1/4 OF jECTIQN 20, T.4N., R.1W., B.M. h MERIDIAN, ADA COUNTY, IDAHC �� * 2020 ry=� a� 1 Fj n� N76'34. 00 N1323'15"W 5.06' N3 �57 � L� N1x�tia�- � LEGEND UNPLATTED AF N27'40'22"E $ �Oy41 � 30.16' C6 _j0„_9`r, A �� ® FOUND ALUMINUM CAP MCNUMENT , �LA S� 0 FOUND BRASS CAP MONUMENT UNPLATTED FOUND 112"REBAR WITH PLS 11118 O`Af INST.NO- PLASTIC CAP,OR AS NOTED O' 50' 100' Qr0' t`� -'� Q 9Wl sr '' o t r9 2015-U14105 N56 54'53„E �►� lg 972a� 1 �`�F FOUND 518"REBAR WITH PLS 11118 a7.Da' ?1 t. 5'� $ 1/4 PLASTIC CAP,OR AS NOTED 4 O W 10.8E Y , V79' p N11'54'S3"� 1�t 41. L C �� , TZ16a `{ FONIO IRON PIPE SET 112"REBAR WITH PLS 11118 28,28' 11 '�ry ® y��. s7s s+`$11 �1,'F] �'Spy S ` N3�j` j �p j C PLASTIC CAP SET N"REBAR WITH PLS 11118 o �.�,1�=5 '�,1Tr'v :-`?s 'S: `.� 'Nn p g PLASTIC CAP 9 s7� ,J+ ! �0. y� \' 10658�f \ �� ,6 It r st5s'f� ❑ CALCULATED POINT N63'40'51'E � � rti o¢ah g � , V�� ,� - �, 73.85'� / O�c3 S �V� n 'g.. ° . ry�� PIP, 6 '� to?5 xr s t �9a 0 F $36'4$'26"E I ,8 LOT NUMBER 70,71' tya o c3o ''RR '♦ �1 / C� yy t t os 5;;1r > [2 75.41' —8 \>> e 13371 :, 'v 15 ` •a f 's � � a -�� '�•�.� V '� ti �qo' ��-' r�r .° POINT OF I SECTION LINE N83'DO"t4"E \ fi �, o- QQ G�ti �°' ��i A —--— CENTER LINE s - yh � ] - BEGINNING l y 1o6as 1 H 1� \�/ 12572 s1 '15 S"•- :{7'�1 C�a Yp- ��-}} � SUBDIVISION BOUNDARY LINE 5r 5•.rt �-2dp 'j. / . 10237 sr '�.- s� •�� z ° . !8 ar.!y,� °a+ �. vg� J.• rAg-- -�.� o `�` LOT LINE O 46 5f S m. "`,y� ,4 , ;�- - 13W is. 1rj 'g9 q.I, 1 � g ., ¢:b /�*°' o ` ��- y 1� - `L `fit" } - SURVEY TIE LINE ao rn BLOCK 32 � �9°' �� °� �/� e668 sr y�.' ® 0360 s l. O ADJACENT PROPERTY LINE I _ 5� .� -/ h �s � / a a •' �,e z t. pef� (�h On 9394 sf�• , ti `y' O��'g ` s PUBLIC UTILITY,PRESSURE IRRIGATION L �+ L4� 4 �w\�9• ,\ y �1� Q /� 7 t,'1 / n� gt "Yt A�t�. — _ _ — _ LOT w y s306 s '�,\ ��*�' •S?¢ys�+8f• r�_ �] y1 q)� SEE DR AINAGE 0.E EASEMENT LINE, &2 I --- 01 "" - ` /�, • l / y 1123s I �� �� �� 10777 1 y "10w 1 al. \� ACHD STORM WATER DRAINAGE J.. / ® w� -BLOCK 13��`1 �ra��y3�� U EASE ME N7 LINE.SEE NOTE 11 ¢ Cs �1 \\k- g J� r 1` �S• I� • '+a ACHD PERMANENT SIDEWALK 11287 d A• _ z C1 - GJ c' 9692 1� ] 1BLOGf3 rj `` •� G13 I ��2 g/ {j�'j3i• S�\h1 15 \ F , l� , ------------ EASEMENT LINE PER a \ iNSTRUMEN7 NO. r i I 113T9 s1�s . l� u � r i- Sr v5al sf sea I � ��e_r. �31 12288 0 7 S44'22'04 , c•I f BLOC1f 14 � 1 A 42.59' Y� ,jsj 9 - /I 12456 If V 55.07' , �, y "� �} ry �' w ® gr C 9786 sI c�"3 THE OAKS NORTH 5UB0. NO. 2 '9TQ S88'27'4 W "� y <-on s. �' ry �f °�' r 1 BOOK 118, PAGES 1$029-18432 ' y �.gr ro v 11585 sl�' o m r ry 518'49'14"W O I~Is: 'r �' c Via. x s '� 75,00' � �• � y�tsyT � A !'L ,al4s sf iV.� n� 7,j vary'oR;y fai l r�•� i. •�� ts3ss sf N Ivry !r � . y -� r.� , -I` L _L85'414a��r lkSS 0655 m 6 \ r#^128.99r �It ' 49.q kd THE OAKS NORTH SURD. NO. 2 y N ® 2585 i1 C•H3y� `� BOOK 118, PAGES 18029-18032} "'-I- 1 \y 16434 9 lg p'Coo 1 BLOCK 13 �+ —145.75— — — —11,W-- N88'59'18"W 351.50' I THE rr'inK,�i NORTH 54Eu. NC'. 2 BOOK 118, PAGES 18029-18 0`32 1 I II 28 2s BA9S OF DW14G YID MdMIAN RM 114 S89'I6'45"E 2635LW _ _ 227 32 334 --_--__--� N9916'58'W 2635.25' --�-- -—-—-—-—- - LS 7T29 281317.68' 1317.88' CP&F MST,NO. CPd.F INST.NO, �CORNETT 33734 2019-017185 2020-002037 SW I/4 SE 1/4 CPRF INST.NO. SEE SHEET 2 OF 4 FOR NOTES AND LINE&CURVE DATA 2015-079245 HI,L LA hrp S SURVEY NARRATIVE ��, 1 Te F 4 Lary ofutions THE BOUNDARY FOR THIS SUBDIVISION 41NS DEVELOPED FROM SURVEYED CLINTON W-HANSE a TIES TO CONTRpkLING SECTION GOIaT1ER MONUMENTATION,THE PLATTED � SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO-2,THE OAKS PLS 11118 �2 Land Surveying and Consulting NORTH S1IBONISION NO-6.INFORMATION FROM RECOR[)OF SURVEY NUMBER 1 '/r O7r 9 5362.6547.0715,6717,0811,S9a9,AND CURRENT DEEDS OF RECORD.THE Z�F OF 231 E.5TH ST STE-A SURVEYED MONUMONTATION AND CONTROLLING EOUNVARIES FIT THE ON W•H MERIDIAN,ID 83Sa2 RECORDS WELL AND WERE ACCEMO TO ESTAOOSH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. (208)28B-2040 fax(208)288.2557 www.Iand50100n5biz SHEET 1 OF 4 aw N0.,o-35 Street Name Evaluation Response Sheet 5ubdivisionPurisdiction: Oaks North Sub No 08IMeridian Representatives: Comments 1 Ada County Assessor Approved with Comments Agree w1 Hollister/Collister sound-alike. 2 Ada County Sherrif Approved As Reviewed 3 ACHD No Response/Defer] 4 Ada County Development Services Approved with Comments Does Hollister and Callister sound alike? 5 Meridian Fire No ResponselDefer 6 City of Meridian Approved with Comments Agree wl Hollister/Collister sound-alike. 7 No Response/Defer $ No Response/Defer 9 No Response/Defer THE OAKS NORTH SUBDIVISION NO. 8 BOOK , PAGE LOCATED IN THE SW 1 /4 OF SECTION 28, TAN., RAW., B.M. I I MERIDIAN, ADA COUNTY, IDAHO 2020 � „E 3 '23 v, I N76°39'05"E - 560S0' `' N�a°48 3pg3 j o 47.00 V 25 „ �� N13°23'15"W o 10 '2 2g% LEGEND 9 E o Wo ° '5.06' 16 N�2�241 5�3� �� UNPLATTED ,�F, N27 40 22 E `'j <_, 30.16 C6 12a2�p �� �, ® FOUND ALUMINUM CAP MONUMENT 510�� a� �,O' FOUND BRASS CAP MONUMENT 0 0'� �5�° a2� ��5' 3 �� N ` s UNPLATTED „ � .�\ FOUND 1/2 REBAR WITH PLS 11118 f '�`L' a� 6-ate o �\ Cp CP&F INST. N0. PLASTIC CAP, OR AS NOTED 0' 50' 100' 200' » l� ® � � �� 9647 sf ``� s ``� O c9 2015-014105 N56 54 53 E t��' �- �' o `Q s� "� FOUND 5/8" REBAR WITH PLS 11118 Q ,G - i 9728 sf Z� ��� �p�� l0 CA. �? C 1/4 47.00' �\\� c) g59 s PLASTIC CAP, OR AS NOTED 1� �� 0 r'� 10886 sf Z �� 6 01 ��; O N11°54 53 E �1ti�� k G°o�< <�a mow. 02� „�21 S FOUND IRON PIPE o SET 1/2" REBAR WITH PLS 11118 L oo, 5'F �5' -5-- 29E 8� s �� `' -�5 PLASTIC CAP 28,28 © ��o\�`� 11679 sf6LOCK 31\ �6�5�o�a2 �SpN�p1�\\ 18 O ® SET 5/8 REBAR WITH PLS 11118 s\ F �6' \ 17 �- c, c9° 6' 56 PLASTIC CAP Oj �GJ �, O7 �� 10658 sf �5�ho g 16 ?�\ �� \ ;N �� s �� a;I ❑ CALCULATED POINT N63°40 51 E 5 �' o �� o o �, �� A 55 , 5� o , �`' �F, o�. ��• so �, S36°48 26 E �, 73.86 O s SP ti 9�. �� o \ 10005 sf go �I 18 LOT NUMBER \ S. Q. Dc �.\� . y6 / �s>�Go IiVA c�51.)-�� �� yA �� 11405 sf �' \ �'I ` 75.41 g 1 O rO 8 �� °� S o1 13371 sf S fig. 0$ 15 `�\ 59 ��� — - - — SECTION LINE 70.7 <� v �, �`� 0� �s �g5 �• ems,vF` 5 Uv � "-d' ti5o•� L21 �o POINT OF N83°00 24 E �, •�, v� �- y�5� ti - - y 10845 sf �,� �5�tig° �s��. S`'�� �o�VA DTP go' 43 s s�� BEGINNING CENTER LINE c� cr rn 1 0 O "� A L 5 6 'L• �\ 0 5� \� oti �� ,1,A �� 12502 sf ��go� S p� �I ��� �� o o�,� SUBDIVISION BOUNDARY LINE o_ O •c3` J � 10237 sf "Fi' E o � 1 Q � 6''\ S `c9 1 2 > O 5 / F �Fj 1�\ �, rn_ G45� ��F. c5 O �S , N89'16'19"W 454.01 L8 o ✓ V\S pd'� 42 0 0 �� .9 �i LOT LINE � 3 -' 11146 sf rn_ /00 "F, ', �- � � •O\ 6� �°' 14 QA. 'y. �,_ � � �S` � •y0 � �` O �� \p !y �1 C� �6,�\ / � ,� i � 8\ O 8- �, ,'� Q '� �� ,s� o O- ��� 10 G°�O �' 41 �VA� 1036o s� o�'���� o z SURVEY TIE LINE 000 M c°; BLOCK 32�5 565 �� / �, sr, �6 NS . 14668 sf y�' 0 o L21 ti� ° �`L, 10749 sf -5�% O 0 q ADJACENT PROPERTY LINE 11233 sf �� 7S. 02. 5� �� �- p0 �J 11 25 o`� 5 40 `'s\ 0 9394 sf \ ti • S o�5'� J' PUBLIC UTILITY, PRESSURE IRRIGATION c �� \�^� 4 1 � �s ems/ �o' �9 S v° s � .OHO AND LOT DRAINAGE EASEMENT LINE, w -=C14- 930 O ``� s s' of �. ''�1 s� -y �j SEE NOTES 1 &2 CV- 5' \ 6 � </, v� 11236 sf ,hh / 2 /V� G`1 2\�� 10777 sfC sQ o N G� gF \_ s 5 i' c' O a 12 �6� �• �� o F ACHD STORM WATER DRAINAGE o _ 26 �9 BLOCK 13 � Srp1 �15 G� EASEMENT LINE, SEE NOTE 11 C So 11287 sf `� i , 11422 sf `i I ACHD PERMANENT SIDEWALK z --C39- ¢ ��r sss2 sf s� BLOCK 13 �2 ''� C1 �o� 11317 sf, O� / �C'� j 13 ��NS 5 �5� , Dc �� V O \ \ A �o yF \2 I EASEMENT LINE PER �`ti / �5 .� ��C Z`v 0 �is � Q INSTRUMENT NO. Dc 49\ o >'j, o, �J '� Q Q V 6' �o� a i��6• 2 �' 27 �� 3�6j 38 �� �j�� � ��riP r� d 11379 sf •o r' c' l 9� M BLOCK 14� �� �'� 9581 sf 13498 sf ��// 37 ��81 ���/h \' 12288 sf ,�� S44°22'04' ' ,o�'Q I �6 �� N� '�' / 3q ,�� 42.59 9 �'� W o N21 5 g 0 0 '� F`6„w Cp � 37 12456 sf � CO 29 �/a 88 THE OAKS NORTH SUBD. NO. 2 >>��p 5N49"w 7 6 � � ], ^ 30 a/= �C 9788 sf Lj 9S88 -S s -o r� �� 24•00, �� , �130 BOOK 118, PAGES 18029-18032 O s� 11585 sf /� / moo' S18°49'14"W ��� �. oo, osI � ,, �0 0s� �� �� - h/ �'''046'w 75.00 I o 25g33 f 9914?4.43' N /l= 36 1 s'51 z 69' N Cr) ` 10049 sf cv �, �o a �13�48 nl 19366 sf v� // C-A1O � nw � N N85'41'43 iJ R-55' (,410655 sf C) I 124.6� THE OAKS NORTH SUBD. N0. 2 m N 32 v`�6'1 2585 sf c` "N�5z23a»w BOOK 118, n - �w C25 PAGES 18029-18032 04 p 18580 sf o N 33 rn o 16434 sf �I cj Z BLOCK 13 0 I 145.75' N60.00 `s --145.75— J� N88°59'18"W 351.50' p I THE OAKS NORTH SUBD. NO. 2 KI BOOK 118, PAGES 18029-18032 I o Z m 29 28 z - - - - _ _ BASIS OF BEARING _ W. McMILLAN ROAD 1/4 S89'16'45"E 2635.36' 28 27 _ _ _ _ _ 28 _ _ LS 7729_ 32 33 N89'16'58"W 2635.25' 1317.86' 33 34 CP&F INST. NO. CP�NO. 1317 68 SE CORNER 2019-017185 2020-002037 SW 1/4 SE 1/4 CP&F INST. NO. SEE SHEET 2 OF 4 FOR NOTES AND LINE & CURVE DATA 2015-079245 LA Np sG SURVEY NARRATIVE ���S��GIST£ 6 /- THE BOUNDARY FOR THIS SUBDIVISION WAS DEVELOPED FROM SURVEYED CLINTON W. HANSEN � o ' Lan I ions TIES TO CONTROLLING SECTION CORNER MONUMENTATION,THE PLATTED d 1 1 1 18 M SUBDIVISION BOUNDARY OF THE OAKS NORTH SUBDIVISION NO.2,THE OAKS PLS 11118 to ' • ' • �a = Land Surveying and Consulting su lti n NORTH SUBDIVISION NO.6, INFORMATION FROM RECORD OF SURVEY NUMBER QP �, g 5362,6547,6715,6717,6811,8989,AND CURRENT DEEDS OF RECORD. THE ��/ F OF 5 231 E. 5TH ST., STE. A SURVEYED MONUMENTATION AND CONTROLLING BOUNDARIES FIT THE W. NPR MERIDIAN, ID 83642 RECORDS WELL AND WERE ACCEPTED TO ESTABLISH THE BOUNDARY FOR THIS SUBDIVISION SHOWN HEREON. (208)288-2040 fax (208)288-2557 www.landsolutions.biz SHEET 1 OF 4 JOB N0. 18-35 THE OAKS NORTH SUBDIVISION NO . 8 BOOK , PAGE CURVE TABLE CURVE # LENGTH RADIUS DELTA BEARING CHORD C1 28.08' 373.50' 4°18'29" S88°51'28"W 28.08' NOTES C2 201.13' 1023.50' 11*1534" N62°32'40"E 200.81' 1- EACH LOT IS HEREBY DESIGNATED AS HAVING A PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS LINE TABLE HOMEOWNERS ASSOCIATION INC. PRESSURE IRRIGATION, AND LOT DRAINAGE OVER THE FIFTEEN (15) C3 131.04' 350.00' 21'27'04" N80'17'10"E 130.27' FEET ADJACENT TO ANY PUBLIC STREET, UNLESS OTHERWISE DIMENSIONED. THIS EASEMENT SHALL C4 77.25' 350.00' 12'38'45" N63°14'16"E 77.09' LINE # LENGTH DIRECTION NOT PRECLUDE THE CONSTRUCTION OF HARD-SURFACED DRIVEWAYS AND WALKWAYS TO EACH LOT. C5 236.70' 1000.00' 13'33'44" S63'41'45"W 236.15' L1 23.50' N1'00'42"E 2- UNLESS OTHERWISE SHOWN AND DIMENSIONED, EACH LOT IS HEREBY DESIGNATED AS HAVING A C6 38.65' 1000.00' 2°12'52" S71°35'03"W 38.65' L2 23.50' N1°00'42"E PERMANENT EASEMENT FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION INC. PRESSURE L3 8.26' S62'51'56"E IRRIGATION AND LOT DRAINAGE OVER THE FIVE (5) FEET ADJACENT TO ANY INTERIOR SIDE LOT LINE, C7 43.09' 600.00' 4'06'54" S15*15'04"E 43.08' AND OVER THE TEN (10) FEET ADJACENT TO ANY REAR LOT LINE OR SUBDIVISION BOUNDARY. C8 42.89' 600.00' 4°05'44" S19°21'23"E 42.88' L4 21.27' S62°51'56"E L5 29.52' N21'59'12"E 3-ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN C9 85.00' 600.00' 8°06'59" S25°27'44"E 84.92' EFFECT AT THE TIME OF THE RESUBDIVISON. C10 78.26' 600.00' 7'28'24" S33'15261 78.20' L6 23.50' S65'04'05"W 4- THE OWNER HAS PROVIDED IRRIGATION WATER TO EACH LOT THROUGH A PRESSURIZED IRRIGATION C11 238.90' 300.00' 45°37'35" S41°38'02"W 232.64' L7 23.50' S65°04'05"W SYSTEM, TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. IN C12 265.95' 400.00' 38'05'39" S52'07'56"E 261.08' L8 28.28' S78'05'07"E COMPLIANCE WITH IDAHO CODE SECTION 31-3805(1)(b). ALL LOTS WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS IRRIGATION DISTRICT. C13 47.04' 600.00' 4°29'33" S22°41'08"E 47.03' L9 4.95' N11°54'53"E C14 103.55' 326.50' 18*10'14" N81'55'35"E 103.11' L10 23.33' N11'54'53"E 5- BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN. C15 90.76' 326.50' 15'55'34" N64°52'40"E 90.46' L11 43.50' N33°05'07"W C16 82.40' 575.00' 8°12'38" S17°17'56"E 82.33' L12 23.50' N56'54'53"E 6- MAINTENANCE OF ANY IRRIGATION OR DRAINAGE PIPE OR DITCH CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN C17 156.45' 575.00' 15'35'23" S2911'56"E 155.97' L13 23.50' N56'54'53"E IRRIGATION/DRAINAGE ENTITY. C18 39.67' 625.00' 3°38'14" S35°10'31"E 39.67' L14 45.93' N13°23'15"W 7- BOTTOM OF BUILDING FOOTINGS SHALL BE A MINIMUM OF 12 INCHES ABOVE THE ESTABLISHED C19 27.75' 276.50' 5'45'01" S61'34'19"W 27.74' L15 23.50' N76'39'05"E NORMAL HIGH GROUNDWATER ELEVATION. C20 107.32' 276.50' 22*14'20" S47°34'39"W 106.65' L16 23.50' N76'39'05"E 8- THIS DEVELOPMENT RECOGNIZES SECTION 22-4503, IDAHO CODE, RIGHT-TO-FARM, WHICH STATES C21 85.12' 276.50' 17'38'15" S27'38'21"W 84.78' L17 29.28' S64'21'23"E THAT NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR L18 25.00' N76'48'23"E BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE C22 22.99' 25.00' 52'40'52" S7°31'12"E 22.19' SURROUNDING NON-AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE C23 46.54' 55.00' 48'29'00" N9'37'08"W 45.16' L19 25.00' N76'48'23"E (1)YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN L20 28.10' S19'04'51"W OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY WHEN A NUISANCE C24 65.75' 55.00' 68'29'46" N48'52'15"E 61.91' RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, C25 30.70' 55.00' 31'58'50" S80'53'27"E 30.30' L21 29.93' S74'00'22"E AGRICULTURAL FACILITY OR EXPANSION THEREOF. C26 58.17' 55.00' 60'35'45" S34'36'09"E 55.49' L22 27.58' S63'49'14"W 9- LOTS 24, 30, 33 &43, BLOCK 13; LOT 4, BLOCK 12; LOT 5, BLOCK 14 AND LOTS 1, 8 & 13, BLOCK 31 ARE C27 72.77' 55.00' 75'48'23" S33°35'55"W 67.58' L23 0.71' S63°49'14"W COMMON LOTS TO BE OWNED AND MAINTAINED BY THE OAKS HOMEOWNERS ASSOCIATION INC. SAID L24 28.28' S26'10'46"E LOTS ARE SUBJECT TO BLANKET EASEMENTS FOR PUBLIC UTILITIES, OAKS HOMEOWNERS ASSOCIATION C28 20.11' 25.00' 46'04'46" N48'27'43"E 19.57' INC. PRESSURE IRRIGATION AND LOT DRAINAGE. C29 2.88' 25.00' 6'36'07" N22'07'17"E 2.88' L25 21.21' N43°59'18"W L26 21.21' N46'00'42"E 10-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF A DEVELOPMENT AGREEMENT WITH THE CITY OF C30 50.50' 423.50' 6°49'57" S67°45'47"E 50.47' MERIDIAN RECORDED AS INSTRUMENT NO. 114030972, RECORDS OF ADA COUNTY, IDAHO. C31 74.85' 423.50' 10'07'37" S5917'01"E 74.76' 3 L27 26.2 ' N12'01'39"E L2 2 . ' S53'00'22"W 11- LOTS 30 AND 33 OF BLOCK 13 AND LOT 1 OF BLOCK 31 ARE SERVIENT TO AND CONTAIN THE ADA C32 74.84' 423.50' 10'07'32" S49'09'26"E 74.75' COUNTY HIGHWAY DISTRICT STORM WATER DRAINAGE SYSTEM. THESE LOTS ARE ENCUMBERED BY C33 74.78' 423.50' 10*07'01" S39'02'10"E 74.68' L29 25.00' S53'00'22"W THAT CERTAIN FIRST AMENDED MASTER PERPETUAL STORM WATER DRAINAGE EASEMENT RECORDED L30 25.00' S53'00'22"W ON NOVEMBER 10, 2015, AS INSTRUMENT NUMBER 2015-103256, OFFICIAL RECORDS OF ADA COUNTY, C34 6.60' 423.50' 0°53'32" S33°31'53"E 6.60' AND INCORPORATED HEREIN BY THIS REFERENCE AS IF SET FORTH IN FULL (THE "MASTER EASEMENT"). C35 38.92' 373.50' 5'58'13" N59'54'00"E 38.90' L31 25.00' S53'00'22"W THE MASTER EASEMENT AND THE STORM WATER DRAINAGE SYSTEM ARE DEDICATED TO THE ADA L32 12.94' N24°55'55"W COUNTY HIGHWAY DISTRICT PURSUANT TO SECTION 40-2302 IDAHO CODE. THE MASTER EASEMENT IS C36 37.87' 576.50' 3'45'50" S22'19'17"E 37.87' FOR THE OPERATION AND MAINTENANCE OF THE STORM WATER DRAINAGE SYSTEM. C37 7.33' 576.50' 0°43'43" S24°34'03"E 7.33' L33 12.94' N24°55'55"W 12-THIS DEVELOPMENT IS SUBJECT TO THE TERMS OF AN ADA COUNTY HIGHWAY DISTRICT LICENSE C38 48.89' 623.50' 4'29'33" S22'41'08"E 48.87' L34 79.86' N20'26'22"W AGREEMENT RECORDED AS INSTRUMENT NO. 2019-116376, RECORDS OF ADA COUNTY, IDAHO. C39 68.24' 373.50' 10*28'04" N81°28'11"E 68.14' C40 46.49' 976.50' 2'43'39" S58'16'43"W 46.48' C41 95.59' 976.50' 5°36'30" S62°26'48"W 95.55' C42 89.07' 976.50' 513'34" S67'51'50"W 89.04' C43 37.74' 976.50' 212'52" S71'35'03"W 37.74' C44 43.28' 625.00' 3°58'02" S23°23'15"E 43.27' \ONp,LLA/yDs C45 23.15' 323.50' 4'06'03" S62'23'48"W 23.15' �SG�STC,Qc�G�A� C46 72.92' 323.50' 12°54'54" S53°53'19"W 72.77' p +C C47 78.53' 323.50' 13'54'32" S40'28'37"W 78.34' CLINTON W. HANSEN a ' 1 1 1 18 C48 83.01' 323.50' 14°42'06" S26°10'17"W 82.78' �, F OF �5 C49 57.54' 376.50' 8'45'21" S66'48'05"E 57.48' �N W NP. C50 95.59' 376.50' 14'32'50" S55'09'00"E 95.33' C51 95.60' 376.50' 14'32'54" S40'36'08"E 95.34' C52 1.60' 376.50' 0'14'34" S3312'24"E 1.60' Im LLa:n: I t 0 n,.�mwd Land Surveying and Consulting 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz SHEET 2 OF 4 JOB N0. 18-35 THE OAKS NORTH SUBDIVISION NO . 8 BOOK , PAGE CERTIFICATE OF OWNERS ACKNOWLEDGMENT KNOW ALL MEN BY THESE PRESENTS: THAT WE, THE UNDERSIGNED, ARE THE OWNERS OF THE REAL PROPERTY DESCRIBED STATE OF IDAHO � S.S. BELOW IN ADA COUNTY, IDAHO, AND THAT WE INTEND TO INCLUDE THE FOLLOWING DESCRIBED PROPERTY IN THIS PLAT OF COUNTY OF ADA THE OAKS NORTH SUBDIVISION NO. 8; A PARCEL LOCATED IN THE SW '/4 ON THIS DAY OF 20 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR SAID OF SECTION 28, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE MERIDIAN, ADA COUNTY, IDAHO, STATE PERSONALLY APPEARED SUSAN STANLEY, KNOWN TO ME TO BE THE DIVISION PRESIDENT OF TOLL AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY, WHO SUBSCRIBED SAID LIMITED LIABILITY COMMENCING AT AN ALUMINUM CAP MONUMENT MARKING THE SOUTHEAST CORNER OF THE SW '/4 (S '/4 CORNER) OF SAID COMPANY'S NAME TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT SHE EXECUTED THE SECTION 28, FROM WHICH A BRASS CAP MONUMENT MARKING THE SOUTHWEST CORNER OF SAID SECTION 28 BEARS N SAME IN SAID LIMITED LIABILITY COMPANY'S NAME. 89°16'58" W A DISTANCE OF 2635.25 FEET; THENCE N 0°43'41" E ALONG THE EAST BOUNDARY OF SAID SW '/4 OF SECTION 28 A DISTANCE OF 1936.72 FEET TO A POINT; IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR IN THENCE LEAVING SAID BOUNDARY N 89°16'19" W A DISTANCE OF 454.01 FEET TO THE MOST NORTHERLY POINT OF THE OAKS THIS CERTIFICATE FIRST ABOVE WRITTEN. NORTH SUBDIVISION NO. 1, AS SHOWN IN BOOK 117 OF PLATS ON PAGES 17940 THROUGH 17943, RECORDS OF ADA COUNTY, IDAHO, THE POINT OF BEGINNING; THENCE S 53°00'22" W ALONG SAID THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 1 A DISTANCE OF 95.00 FEET TO THE NORTHEASTERLY CORNER OF THE OAKS NORTH SUBDIVISION NO. 2, AS SHOWN IN BOOK 118 OF PLATS ON MY COMMISSION EXPIRES PAGES 18029 THROUGH 18032, RECORDS OF ADA COUNTY, IDAHO; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID THE OAKS NORTH SUBDIVISION NO. 2 THE FOLLOWING COURSES AND RESIDING AT DISTANCES: THENCE S 61°02'56"W A DISTANCE OF 185.75 FEET TO POINT; THENCE S 53°30'14"W A DISTANCE OF 66.87 FEET TO A POINT; THENCE S 44°22'04"W A DISTANCE OF 42.59 FEET TO A POINT; NOTARY PUBLIC FOR THE STATE OF IDAHO THENCE S 35°19'34"W A DISTANCE OF 67.79 FEET TO A POINT; THENCE S 18°49'14"W A DISTANCE OF 75.00 FEET TO A POINT; THENCE S 13°30'21"W A DISTANCE OF 75.32 FEET TO A POINT; THENCE S 4°59'57" W A DISTANCE OF 166.46 FEET TO A POINT; THENCE N 88°59'18" W A DISTANCE OF 351.50 FEET TO A POINT; THENCE N 1°00'42" E A DISTANCE OF 115.39 FEET TO A POINT; THENCE N 20°00'44" W A DISTANCE OF 144.52 FEET TO A POINT; THENCE N 30°14'17"W A DISTANCE OF 119.54 FEET TO A POINT; THENCE S 65°04'05"W A DISTANCE OF 133.29 FEET TO A POINT; THENCE N 24°55'55" W A DISTANCE OF 53.51 FEET TO A POINT; THENCE S 65°04'05"W A DISTANCE OF 47.00 FEET TO A POINT; THENCE S 67°41'09"W A DISTANCE OF 69.32 FEET TO A POINT; THENCE S 88°27'49"W A DISTANCE OF 55.07 FEET TO A POINT; THENCE LEAVING SAID SUBDIVISION BOUNDARY N 5°27'43" W A DISTANCE OF 123.31 FEET TO A POINT ON A CURVE; THENCE A DISTANCE OF 28.08 FEET ALONG THE ARC OF A 373.50 FOOT RADIUS NON-TANGENT CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 4°18'29"AND A LONG CHORD BEARING S 88°51'28"W A DISTANCE OF 28.08 FEET TO A POINT; THENCE N 1°00'42" E A DISTANCE OF 47.00 FEET TO A POINT; THENCE N 1°49'36"W A DISTANCE OF 121.86 FEET TO A POINT; THENCE N 83°00'24" E A DISTANCE OF 70.71 FEET TO A POINT; CERTIFICATE OF SURVEYOR THENCE N 63°40'51" E A DISTANCE OF 73.86 FEET TO A POINT; THENCE N 56°54'53" E A DISTANCE OF 90.00 FEET TO A POINT; I, CLINTON W. HANSEN, DO HEREBY CERTIFY THAT I AM A LICENSED PROFESSIONAL LAND SURVEYOR IN THE THENCE S 33°05'07" E A DISTANCE OF 120.50 FEET TO A POINT; STATE OF IDAHO, AND THAT THIS PLAT AS DESCRIBED IN THE "CERTIFICATE OF OWNERS" WAS DRAWN FROM THENCE N 56°54'53" E A DISTANCE OF 248.32 FEET TO A POINT; THE FIELD NOTES OF A SURVEY MADE ON THE GROUND UNDER MY DIRECT SUPERVISION AND ACCURATELY THENCE N 11'54'53" E A DISTANCE OF 28.28 FEET TO A POINT; REPRESENTS THE POINTS PLATTED THEREON, AND IS IN CONFORMITY WITH THE STATE OF IDAHO CODE THENCE N 56°54'53" E A DISTANCE OF 47.00 FEET TO A POINT; RELATING TO PLATS AND SURVEYS. THENCE S 78°05'07" E A DISTANCE OF 28.28 FEET TO A POINT; THENCE N 56°54'53" E A DISTANCE OF 32.74 FEET TO A POINT OF CURVATURE; THENCE A DISTANCE OF 201.13 FEET ALONG THE ARC OF A 1023.50 FOOT RADIUS CURVE RIGHT, SAID CURVE HAVING A CENTRAL ANGLE OF 11'15'34"AND A LONG CHORD BEARING N 62°32'40" E A DISTANCE OF 200.81 FEET TO A POINT; THENCE N 27°40'22" E A DISTANCE OF 30.16 FEET TO A POINT; NPR LA/yp THENCE N 13°23'15" W A DISTANCE OF 5.06 FEET TO A POINT; �5��GISTFRF THENCE N 76°39'05" E A DISTANCE OF 47.00 FEET TO A POINT; O THENCE S 60020'53" E A DISTANCE OF 27.30 FEET TO A POINT; CLINTON W. HANSEN a 11-1 18 0 THENCE N 72 41 29" E A DISTANCE OF 107.25 FEET TO A POINT; PLS 11118 N THENCE N 27°35'31" E A DISTANCE OF 28.34 FEET TO A POINT; n A P� 2 THENCE N 13°15'08" W A DISTANCE OF 1.28 FEET TO A POINT; �� lF OF \"'o 5� THENCE N 76°48'23" E A DISTANCE OF 80.93 FEET TO A POINT; �TO/V W. NP, THENCE S 12°09'30" E A DISTANCE OF 71.30 FEET TO A POINT; THENCE S 21°22'37" E A DISTANCE OF 103.40 FEET TO A POINT; THENCE S 21°48'23" E A DISTANCE OF 89.83 FEET TO A POINT; THENCE S 29°42'54" E A DISTANCE OF 106.71 FEET TO A POINT; THENCE S 36°48'26" E A DISTANCE OF 75.41 FEET TO THE POINT OF BEGINNING. THIS PARCEL CONTAINS 13.96 ACRES MORE OR LESS. ALL THE LOTS IN THIS SUBDIVISION WILL BE ELIGIBLE TO RECEIVE WATER SERVICE FROM THE CITY OF MERIDIAN. THE CITY OF MERIDIAN HAS AGREED IN WRITING TO SERVE ALL THE LOTS IN THIS SUBDIVISION. THE PUBLIC STREETS SHOWN ON THIS PLAT ARE HEREBY DEDICATED TO THE PUBLIC. PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENTS ON THIS PLAT ARE NOT DEDICATED TO THE PUBLIC, BUT THE RIGHT OF ACCESS TO, AND USE OF, THESE EASEMENTS IS HEREBY RESERVED FOR PUBLIC UTILITIES, DRAINAGE AND FOR ANY OTHER USES AS MAY BE DESIGNATED HEREON AND NO PERMANENT STRUCTURES OTHER THAN FOR SAID USES ARE TO BE ERECTED WITHIN THE LIMITS OF SAID EASEMENTS. IN WITNESS WHEREOF WE HAVE HEREUNTO SET OUR HAND THIS DAY OF , 20 � TOLL SOUTHWEST LLC, A DELAWARE LIMITED LIABILITY COMPANY Land Surveying and Consulting ]� 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 BY SUSAN STANLEY, DIVISION PRESIDENT www.landsolutions.biz JOB NO. 18-35 SHEET 3 OF 4 THE OAKS NORTH SUBDIVISION NO . 8 BOOK , PAGE HEALTH CERTIFICATE CERTIFICATE OF THE COUNTY SURVEYOR SANITARY RESTRICTIONS AS REQUIRED BY IDAHO CODE, TITLE 50, CHAPTER 13, HAVE BEEN SATISFIED I, THE UNDERSIGNED, PROFESSIONAL LAND SURVEYOR FOR ADA COUNTY, IDAHO, HEREBY CERTIFY THAT I ACCORDING TO THE LETTER TO BE READ ON FILE WITH THE COUNTY RECORDER OR HIS AGENT LISTING THE HAVE CHECKED THIS PLAT AND FIND THAT IT COMPLIES WITH THE STATE OF IDAHO CODE RELATING TO CONDITIONS OF APPROVAL. SANITARY RESTRICTIONS MAY BE RE-IMPOSED, IN ACCORDANCE WITH PLATS AND SURVEYS. SECTION 50-1326, IDAHO CODE, BY THE ISSUANCE OF A CERTIFICATE OF DISAPPROVAL. ADA COUNTY SURVEYOR CENTRAL DISTRICT HEALTH, EHS DATE CERTIFICATE OF THE COUNTY TREASURER I, THE UNDERSIGNED, COUNTY TREASURER IN AND FOR THE COUNTY OF ADA, STATE OF IDAHO, PER THE REQUIREMENTS OF I.C. 50-1308, DO HEREBY CERTIFY THAT ANY AND ALL CURRENT AND OR DELINQUENT COUNTY PROPERTY TAXES FOR THE PROPERTY INCLUDED IN THIS SUBDIVISION HAVE BEEN PAID IN FULL. APPROVAL OF CITY COUNCIL THIS CERTIFICATION IS VALID FOR THE NEXT THIRTY (30) DAYS ONLY. I, THE UNDERSIGNED, CITY CLERK IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY ,IDAHO, DO HEREBY CERTIFY THAT AT A REGULAR MEETING OF THE CITY COUNCIL HELD ON THE DAY OF DATE: 20 , THIS PLAT WAS DULY ACCEPTED AND APPROVED. COUNTY TREASURER CITY CLERK CERTIFICATE OF COUNTY RECORDER STATE OF IDAHO S.S. INSTRUMENT NO. COUNTY OF ADA I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF LAND SOLUTIONS, P.C., AT MINUTES PAST O'CLOCK .M. ON APPROVAL OF THE CITY ENGINEER THIS DAY OF , 20_, IN BOOK OF PLATS AT PAGES I, THE UNDERSIGNED, CITY ENGINEER IN AND FOR THE CITY OF MERIDIAN, ADA COUNTY, IDAHO, HEREBY APPROVE THIS PLAT. DEPUTY EX-OFFICIO RECORDER FEE: CITY ENGINEER — MERIDIAN, IDAHO \0NPL LA No GISTFR� G'ALc^ CLINTON W. HANSEN a 1 1 1 18 0 P APPROVAL OF ADA COUNTY HIGHWAY DISTRICT PLS 11118 n�NyrF ,oF THE FOREGOING PLAT WAS ACCEPTED AND APPROVED BY THE BOARD OF ADA COUNTY HIGHWAY W. W. NPR DISTRICT COMMISSIONERS ON THE DAY OF , 20 LLa:r:_j fUjitions Land Surveying and Consulting PRESIDENT, ADA COUNTY HIGHWAY DISTRICT 231 E. 5TH ST., STE. A MERIDIAN, ID 83642 (208) 288-2040 fax (208) 288-2557 www.landsolutions.biz JOB NO. 18-35 SHEET 4 OF 4 Issue Description Date ISSUE 4-15-20 Swill II N R H S S = �. i 6535 Itf�lillll►4 E JENSENBELTS 1 ASSOCIATES ° A 6 i Site Planning i \ Landscape Architecture 1509 Tyrell Lane, Ste 130 Idaho Ph. (208) 34330 7175 www.jensenbelts.com .46 .a. 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SHERYL DRIVE, SUITE 100 L � ■ 0 MERIDIAN, IDAHO 83642 NORTH Phone (208) 424-0020 NOT TO SCALE Fax (208) 424-0030 Of 6 Sheets Issue Description Date ISSUE 4-15-20 f=LmAN7 5CHE�JLE (REFERENGE SHT L1.4) SYM GOMMON NAME EVER6REEN TREES BH BLACK HILLS SPRUGE 13-AP FA FAT ALBERT SPRUGE VP VANDERWOLFS PINE OF LAWN SHADE/STREET TREES (GLASS I \�/1�ttlfj�� aL # \\,\ (TYP) \= 2-KF U �, +�ca` � C #� 4-GR AB AUTUMN BLAZE MAPLE S 5-5W AP AUTUMN PURPLE ASH y / 5-OF CS CRIMSON SUNSET MAPLE 5-GM HL SKYLINE HONEYLOGUST i1 3—HL / TT TULIP TREE -A 6535 -------------- 000 o ' 3-GR � 2-KF___------ - ----- --_ - - ORNAMENTAL TREES (GLASS 1) \ r. ------ GP GHANTIGLEER PEAR +�rf iili 1111►N RR ROYAL RAINDROPS GRABAPPLE VISION - SS SPRING SNOW GRABAPPLE a' TRIANGLE --- ss \ 1-55 SHRUBS/ORNAMENTAL 6RA55E5/PERENNIAL5 (TyP) - v BE BLACK EYED SUSAN 5-DF �, BL BLACK LAGS ELDERBERRY GM WALKER'S LOW GATMINT \ 4-GM GR RED FLOWER GARPET ROSE 4-GR �, 4-GR DF DWARF FOUNTAIN GRASS \ -LOW SUMAC 13-HL 4KF 2-KF 6L OR0 - \ I_VP I IVORY HALO DOGWOOD / # s 6-AP 5-GM KF KARL FOERSTER REED GRASS JENSENBELTS I-SW MS MERLOT SWEETSPIRE ASSOCIATES 3-M6 M6 MAIDEN GRASS SM SLOWMOUND MUOO PINE / SW SUMMERWINE NINEBARK Site Planning Landscape Architecture 2 � \ : 0� 9647 SQ FT [-BE �G 1509 Tyrell Lane, Ste 130 Q / \ CIO Ph. �� LAWN Boise, Idaho 3483 7065 J� 8 i 3 p 4-GR �r www.jensenbelts.com 9728 SQ FT \ 3-KF "I� 6' VINYL FENGE ALONG -7-HL PROPERTY PERIMETER .00001A �ti \ �_GR Zp SIDE YARDS (TYP). -GM SEE DTL 4, SHT LIA y L 10886 SQ FT \ I-RR �S 4' VINYL FENGE • ° # i� b'' W APAARKNN �STRI P V P� \ I-FA y� ADJAGENT TO COMMON 5—DF \ i TREE (55' O.G) 3-GR \ fi OPEN SPACES (TYP). 3-KF \ SEE DTL 4, SHT LI A v / I-RR _ 11679 SQ FT a� \ NOTE5 6' HT SOLID VINYL FENGE \ SEE DTL 4, 1. REFER TO SHT L I.4 FOR PLANT SGHEDULE, Z A SHT L1.4 (TYP) � LANDSCAPE NOTES, AND DETAILS. 00 \\ 18 4-C s155 sQ FT 2-KF 2. REFER TO SHT L I.5 FOR LANDSCAPE j I-55 6 \ e 4-GR SPEGIFIGATION AND IRRIGATION ■ 8-GM PERFORMANGE SPEC I F I GATI ON. 10658 SQ FT 3-6L # ® 1-SW 3-GM-5 W 1-BE 0 � 17 4-SW O \ °� 10005 SQ FT 5-DF 3-MG Z \ \ I I-VP- k % i 7 16 a, 13371 SQ FT 11405 SQ FT 5-DF \ Z 2-KF 0 j j e 15 4-5 3 GR (� 12502 SQ FT I-GPI � 2-GM z I-6L 2-DF 2-5 Q i \ 2-KF L 44 / 3-AP 481 S F . . x 14 V w$ \\ 43 Z 14668 SQ FT 10360 SQ FT �� z � LL 4f `�� 2-G \ 42 H 9394 SQ FT \ Job Number 2014 2 *44%* , � 41 A • L 10777 SQ FT \ \ KEY MAP Drawn Checked JJN KCS Scale AS SHOWN ,l Sheet Title 40 11422 SQ FT LANDSCAPE PLAN DEVELOPER ` COLEMAN HOMES, LLC 3103 W. SHERYL DRIVE, SUITE 100 ' Sheet Number MERIDIAN, IDAHO 83642 a NORTH Phone (208) 424-0020 _ A 0' 30' 60' 90, L SCALE I" = 30' 0f 6 Sheets Issue Description Date ISSUE 4-15-20 FLmAN7 5CHE�JLE (REFERENGE SHT L 1.4) SYM GOMMON NAME EVERGREEN TREES BH BLACK HILLS SPRUGE ` FA FAT ALBERT SPRUGE 6p/ VP VANDERWOLFS PINE SHADE/STREET TREES (GLASS 1 U4/ AB AUTUMN BLAZE MAPLE AP AUTUMN PURPLE ASH = G��► S CRIMSON SUNSET MAPLE / HL SKYLINE HONEYLOGUST � ! , J� TT TULIP TREE :r 6535 ' •� ORNAMENTAL TREES (GLASS 1) \ GP GHANTIGLEER PEAR �tfiililll�►4 11 I-MS RR ROYAL RAINDROPS GRABAPPLE 11236 SQ FT 5-KF 0 SS SPRING SNOW GRABAPPLE 5-SM I-MS SHRUBS/ORNAMENTAL 6RA55E5/PERENN I ALS 4-GM I-MS BE BLACK EYED SUSAN 4 5-TT 3-KF BL BLAGK LAGS ELDERBERRY ,0 4D GM WALKER'S LOW GATMINT O 12 \ GR RED FLOWER GARPET ROSE 11287 SQ FT / \�o� DF DWARF FOUNTAIN GRASS / 7 Q -\ GL ORO-LOW SUMAC 12 CS I H IVORY HALO DOGWOOD I-MS o KF KARL FOERSTER REED GRASS JENSENBELTS 5-BE �6„ MS MERLOT SWEETSPIRE ASSOCIATES ss 4-GM p ' MG MAIDEN GRASS 3-GR / SM SLOWMOUND MUGO PINE ` SW SUMMERNINE NINEBARK Site Planning / 1-55 ® Landscape Architecture N, 1509 Tyrell Lane, Ste 130 Q LAWN Boise, Idaho 83706 �• s w / 3 5 Ph. (208) 343-7175 So* 0 � i 39 / 12288 SQ FT �• %� �' ass �R # 6 VINYL FENGE ALONG www.jensenbelts.com `G'-�� �� PROPERTY PERIMETER ��/ �V Q ���' 8„ "w SIDE YARDS (TYP). ss SEE DTL 4, SHT LIA A �V 8» s 4' VINYL FENGE �v ADJACENT TO COMMON Q� 6 W PARKSTRIP OPEN SPACES (TYP). / 4-� W/ LAWN 4 SEE DTL 4, SHT LI A / VISION TREE (35' 0.0) 29 TRIANGLE ss �, 12456 SQ FT (T p) CO (TYP) i 38 NOTE5 9788 SQ FT 3-CR O 1. REFER TO SHT L I.4 FOR PLANT SGHEDULE, Z / 30 4-GM O LANDSGAPE NOTES, AND DETAILS. M / 11719 SQ FT 5-BE -MS s p 3-KF � 2. REFER TO SHT L I.S FOR LANDSCAPE J 6' HT SOLID / SPEGIFIGATION AND IRRIGATION ■ VINYL FENGE I-MS / PERFORMANGE SPEGIFIGATION. »P SEE DTL 4, rV O 5HT L 1.4 (TYP) N W 6 p� SS Z 4-GM s I-MS Q P' 5-KF I-MMS5 37 Q U spi � 10049 SQ FT 2. Q O � Z � 32 • \ x 0 -� 19366 SQ FT x W Q N ss ,3 / co Cl) J 36 — 10655 SQ FT Q\ a • O z LL sr 33 4' HT VINYL FENGE 18580 SQ FT ADJACENT TO Job Number 2014 COMMON OPEN AREAS 35 SEE DTL 4, 5HT L I.4 16434 SQ FT m (TYP) KEY MAP Drawn Checked CD 3-SM 3_SM J J N K C S w 4-BE 4-BE Scale AS SHOWN 6-KF 6-KF 5-GR 5-GR � Sheet Title -�, d , LANDSCAPE PLAN OAKS NORTH PHASE 2 DEVELOPER COLEMAN HOMES, LLC 3103 W. SHERYL DRIVE, SUITE 100 ' Sheet Number MERIDIAN, IDAHO 83642 a NORTH Phone (208) 424-0020 0' 30' 60' 90, Llm2 SCALE I" = 30' Of 6 Sheets Issue Description Date ISSUE 4-15-20 FLmAN7 5CHE�JLE (REFERENGE SHT L 1.4) SYM GOMMON NAME EVERGREEN TREES BH BLACK HILLS SPRUGE FA FAT ALBERT SPRUGE \ VP VANDERWOLFS PINE ���Nttlfy�i SHADE/STREET TREES (GLASS 1 U AB AUTUMN BLAZE MAPLE AP AUTUMN PURPLE ASH CS CRIMSON SUNSET MAPLE HL SKYLINE HONEYLOGUST % ! , TT TULIP TREE % 6535 ORNAMENTAL TREES (GLASS 1) / GP GHANTIGLEER PEAR �tylillll►4 lj RR ROYAL RAINDROPS GRABAPPLE \ SS SPRING SNOW GRABAPPLE P SHRUBS/ORNAMENTAL 6RA55E5/PERENNIAL5 G BE BLACK EYED SUSAN G, 1� BL BLACK LAGS ELDERBERRY oxP GM WALKER'S LOW GATMINT (`r / CR RED FLOWER GARPET ROSE �0¢ DF DWARF FOUNTAIN GRASS GL ORO-LOW SUMAC Off` E,. I H IVORY HALO DOGWOOD KF KARL FOERSTER REED GRASS JENSENBELTS 5-KF MS MERLOT SWEETSPIRE ASSOCIATES O 11 MS MG MAIDEN GRASS 4' HT VINYL FENCE \ 4-CM SM SLOWMOUND MUGO PINE SW Planning SUMMERWINE NINEBARK Site Plin ADJACENT TO - 4198 I-MS 9 COMMON OPEN AREAS # a 4-KF Landscape Architecture SEE DTL 4, SHT L I A O I MS (NP) 5-BE C j 1509 Tyrell Lane, Ste 130 .>. LAWN Boise, Idaho 83706 \ 108451s4 FT ,ti R 4-GM Ph. (208) 343-7175 \ , 3-G 1-55 9 www.lensenbelts.com �8-HL x 10237 SQ FT 6' VINYL FENGE ALONG PROPERTY PERIMETER SIDE YARDS (TYP). SEE DTL 4, SHT LIA s aP: 5-TT \ � .•� `� � � � � � � 4' VINYL FENCE ADJACENT TO GOMMON 2 ��� v OPEN SPACES (TYP). 11146 SQ FT � � � / ' SEE DTL 4, SHT LI A 6 W PARKSTRIP a W/ LAWN 43 GR o ii 3 TREE 35 O.G) , 4-GM b s� 10 NOTES � 10749 SQ FT (TYP) I-BL / 11233 SQ FT i '6 O .. 2-M6 4-GM \ 1. &El9E I�CFAPSHTMET9 F R]2�1AI19HEDULE, Z 6-TT \ II-HL • i 3-IH LANDSCAPE NOTES, AND DETAILS. 2. REFER TO SHT L I.5 FOR LANDSCAPE CPI 6-AP 405 5-BE 26 �I 2. REEEWIT_G\B NLA.S]FdRRlCC ICR�t�APE WE? ZBBL 9308 SQ FT - v % PERFORMANCE SPEC I F I GATI ON. 5-BE itCi "SS � aw 3-IH 6 HT SOLID V z O — — cp, 4-GM VINYL FENCE _ � 2-M6 V \SEE DTL 4, = a I-BL SHT L 1.4 (TYP) 4-GM44 3-CR o» # \ 1-55 8 , VISION 24 ZZ TRIANGLE 9692 SQ FT TYP \ 27 / \ � Q 1 4-SM A ) 11317 SQ FT / b 3-GR 0 S 5-BE / \ -MS o 5-AB 4 KF / W Q s / s J \ 'I s 23 11379 SQ FT _ O / a MS •O 9581 SQ FT / 4-GM 2s I-MS 13498 SQ FT 5-KF - LL 4-SM I I-MS ��2 Job Number 2014 KEY MAP Drawn Checked JJN KCS Scale AS SHOWN Sheet Title LANDSCAPE PLAN DEVELOPER COLEMAN HOMES, LLC � 3103 W. SHERYL DRIVE, SUITE 100 ' Sheet Number MERIDIAN, IDAHO 83642 NORTH Phone (208) 424-0020 _ F 0' 30' 60' 90, Llm3 SCALE I" = 30' Of 6 Sheets Issue Description Date ISSUE 4-15-20 �1L1111�tlfjl 8' x 2" x 2" CEDAR STAKE, 2 PER TREE. FLmANT5CHE�UL E * FSETS POST GAP TAKES PARALLEL TO PREVAILING WIND. SEGURE WITH RUBBER GINGH TIES. 6 OG �� � DO NOT PENETRATE ROOTBALL. I Y2 x 5 Y2 RAIL O SEE NOTE 3. SYM COMMON NAME BOTANICAL NAME SIZE -/8" x 13 -/8" PANELS EVERGREEN TREES ROOT GROWN TO BE 1-2" 4" ABOVE FINISH GRADE. BH BLACK HILLS SPRUCE PIGEA 5LAUA DENSATA 6-8 HT BBB TRUNK FLARE MUST BE VISIBLE FA FAT ALBERT SPRUCE PIGEA PUN6EN5 'FAT ALBERT' 6-8' HT B$B % 6535 IN PLANTING BEDS: VP VANDERWOLFS PINE PINUS FLEXILIS VANDERWOLFS' 6-8' HT B$B MULCH AS SPECIFIED. N SHADE/STREET TREES (GLASS 11) IrfiilillLl►4 5-O MIN BRUSH AWAY FROM TRUNK. Q AB AUTUMN BLAZE MAPLE AGER x FREEMANI I 'JEFFSRED' 2" GAL B$B FERTILIZER TABS AS SPEGIFIED p AP AUTUMN PURPLE ASH FRAXINUS AMERICANA 'AUTUMN PURPLE' 2" GAL B$B LY GS CRIMSON SUNSET MAPLE AGER TRUNGATUM 'CRIMSON SUNSET' 2" GAL BBB SNIP BASKET HL SKYLINE HONEYLOGUST SLED I TS I A TRI GANTHOSE I NERM I S 'SKYLINE' 2" GAL B$B -III I - - TURN BASK BURLAP I/3. 5 x 5 POST TT TULIP TREE L I RI ODENDRON TUL I P I FERA 2 GAL B$B 2 -O MN i I=III=III=III=I I _ BAGKFILL W/ TOPSOIL MIX ORNAMENTAL TREES (GLASS 1) III—III—III—III , III- AS SPEG'D 4 TAMP LOOSELY GP GHANTIGLEER PEAR PYRUS GALLERYANA 'GLEN'S FORM' 2" GAL BI$B IN 4"-6" LIFTS RR ROYAL RAINDROPS GRABAPPLE MALUS x 'JFS-KWS' 2" GAL B B 2 x BALL DIA. SS SPRING SNOW GRABAPPLE MALUS x 'SPRING SNOW' 2" GAL BI$B FOOTING PER MF6 SHRUBS/ORNAMENTAL GRASSES/PERENNIALS JENSENBELTS NOTES: RECOMMENDATIONS I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. BE BLACK EYED SUSAN RUDBEGKIA FULOIDA '60MSSTRUM' I GAL ASSOCIATES BL BLACK LACE ELDERBERRY SAMBUGUS NIGRA 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP I/3 OF ALL ROOT BALLS AFTER EVA 5 GAL NOTES: GM WALKER'S LOW GATMINT NEPETA x FAASSENII 'WALKER'S LOW' I GAL PLANTING. IF SYNTHETIC WRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. Site Planning I. FENCING TO MATCH EXISTING OAKS SUBDIVISION VINYL FENCING. GR RED FLOWER CARPET ROSE ROSA 'FLOWER CARPET- NOARE' 3 GAL 3. STAKING OF TREES TO BE THE GONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS DF DWARF FOUNTAIN GRASS FENN15ETUM ALOPEGUROIDES 'HAMELN' I GAL Landscape Architecture RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN CONTRACTOR TO VERIFY STYLE TO MATCH. 2. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. GL GRO-LOW SUMAC, RHUS AROMATIGA '6RO-LOW' 5 GAL STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF 3. 6" WIDE ROCK MULCH MOW STRIP TO BE INSTALL AT IH IVORY HALO DOGWOOD GORNUS ALBA 'BAILHALO' S GAL 1509 Tyrell Lane, Ste 130 THE I YEAR WARRANTY PERIOD. I GAL Boise, Idaho 83706 4. TREE TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. BASE OF FENCE ON COMMON LOT SIDE. KF KARL FOERSTER REED GRASS GALAMAGROSTIS ARUNDINAGEA K.F. Ph. (, Ida o 83 7 6 MS MERLOT SWEETSPIRE ITEA VIRGINIGA 'MERLOT' 5 GAL 75 MG MAIDEN GRASS MISGANTHUS 5INEN515 '6RAGILLIMU5' I GAL www.jensenbelts.com SM SLOWMOUND MU60 PINE PINUS MU60 'SLOWMOUND' 3 GAL SW SUMMERWINE NINEBARK PHYSOGARPUS OPULIFOLIUS 'SEWARD' 5 COAL TREE PLANT I N6/STAK I N6 4 V I N"rL_ PR I VACT" FENG 6 VINYL FENCE ALONG 4' VINYL FENCE NOT TO SCALE NOT TO SCALE PROPERTY PERIMETER d ADJAGENT TO COMMON LAWN SIDE YARDS (TYP). X X -X OPEN AREA (TYP). SEE DTL 4, THIS SHT. SEE DTL 4, THIS SHT. i I.AN�5C.,AFE CeALCULATICNIB MOTES Z MULCH AS SPEGIFIED. 0 BRUSH AWAY FROM STEM. LOCATION REQUIRED PROVIDED 1. ALL PLANTING AREAS SHALL BE INSTALLED BE IN AGGORDANGE WITH CITY OF MERIDIAN CODE. j ■ 0. RESIDENTIAL STREETS (TREES APPROX. 35' O.G.) - 80 TREES 2. REFER TO THIS SHT FOR PLANT SGHEDULE, LANDSCAPE DETAILS, NOTES, I$ GALGULATIONS. O REFER TO SHT L1.5 - SPEC SECTION 32 CIO 00 FOR LANDSCAPE WORK SPEC,IFIGATION. TURN BACK BURLAP, TOP I/3 OF BALL. PARK/COMMON OPEN SPACE 33,540 SF / 8000 - 4 TREES 70 TREES O -I -I - 3. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM. KEEP GROUND LINE SAME AS NURSERY. Z REFER TO SHT L 1.5 - SPEC SEGTI ON 32 84 00 - IRRIGATION PERFORMANGE SPEC I F I GATI ON. TOTAL NUMBER OF TREES: 150 TREES Q -I -I = _ III=1 FERTILIZER TABS AS SPECIFIED 4. LOCATE AND PROTEGT ALL UTILITIES DURING GONSTRUGTION. III= = I =III—III=_ THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION IS REQUIRED. O Q U IF I =I 1=� =1 I 1—III.,; I I- PLANTING SOIL AS PER SPECS. 5. TREES SHALL NOT BE PLANTED WITHIN THE IO-GLEAR ZONE OF ALL STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING V� THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. Q NOTE: DIG HOLE TWIGE THE SIZE OF ROOTBALL. 6. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLE AT ALL INTERSEGTIONS. NO CONIFEROUS TREES Z Z OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN SIGHT TRIANGLE OR ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET REQUIREMENTS O J FOR MAINTAINING CLEAR VISIBILITY WITHIN 40 STREET VISION TRIANGLE. 0 7. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM STOP SIGNS. z F- 2 SHRUE3 FL_ANTI N6 8. LANDSCAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED W DURING CONSTRUCTION ON THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO ACCOMMODATE NOT TO SCALE DRIVEWAYS. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UNDERGROUND UTILITY J LINES. 0. q. DUE TO PLANT MATERIAL AVAILABILITY, PLANT LIST IS SUBJECT TO SUBSTITUTIONS OF SIMILAR SPEGIES. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT J LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED Q FROM TREES. O z 10. THERE ARE NO EXISTING TREES ON SITE. NO MITIGATION IS REQUIRED. U. TURF 8" MULCH PER SPEC 4I`6 1 II� II=��j (S) — Job Number 2014 ________ - - �11 I II I II I II I IIIIIIIIII-I�1- 1 1111i11I11 1 FINISH GUT EDGE TOP SOIL Drawn Checked GRADE J J N K C S Scale AS SHOWN Sheet Title PLANTER GUT BED EDGE LANDSCAPE NOT TO SCALE PLAN Sheet Number DEVELOPER COLEMAN HOMES, LLC L1m4 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 Of 6 Sheets Issue Description Date SECTION 32 90 00- LANDSCAPE WORK SECTION 32 84 00-SPRINKLER IRRIGATION (PERFORMANCE) ISSUE 4-15-20 PART 1 -GENERAL PART 2- PRODUCTS PART 3- EXECUTION PART 1 -GENERAL E. Pressure Regulator: Netafim Model PRV075HF35, 3/4", one per zones. 1.1 RELATED DOCUMENTS 2.1 TOPSOIL 3.1 PREPARATION -GENERAL 1.1 CONDITIONS AND REQUIREMENTS: F. Flushing Valve: Netafim Model TLFV-1, two per zone (each end). A. If deemed usable, native topsoil shall be stockpiled for re-use in landscape work. Topsoil A. General Contractor shall be responsible for excavating planting areas to appropriate de the G. Filter: Netafim Model DF075-120, 3/4"filter; one per drip zone. A. Drawings and general provisions of Contract, including General and Supplementary P g p gp A. General and Supplementary Conditions, and Division 1 General Requirements. P P Conditions and Division 1 Specification Sections. shall be fertile, friable, natural loam, surface soil, reasonable free of subsoil, clay lumps, for placement of topsoil asspecified herein. H. Air Relief Valve: Netafim Model TLAVRV, brush, weeds, roots, stumps, stones larger than 1 inch in any dimension, and other B. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations 1.2 SUMMARY extraneous or toxic matter harmful to plant growth. and outline areas and secure Architect's acceptance before start of planting work. Make 2.5 MISCELLANEOUS 1.2 SUMMARY p P g A. Work included: 1. Contractor shall send a minimum of three (3) representative topsoil samples for testing. minor adjustments as may be required. A. Chemicals: primer and solvent glue as required by pipe manufacturer. A. This Section includes provisions for the following items: See testing requirements below. Contractor is responsible for whatever soil additives are 1 y q 1. Provide and install a complete and operating automatic irrigation system for B. Valve box- high impact plastic, green in color. 1. Trees. all lawn and planting areas. recommended by the tests. Submit to Architect for approval. Compost will be added to 3.2 PREPARATION OF PLANTING SOIL C.Valve cover and frame-compatible with valve box with provision for locking. 2. Shrubs; Ground cover. 2. Connect to main water supply at existing site stubout as provided. 11111�tf 3. Lawns. other additives and added regardless of test results. A. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other extraneous 3. Sleeving under paved areas (by others) D. Drainage backfill -clean gravel or crushed stone, graded from 3" maximum to � I ,f, 4. Topsoil and Soil Amendments. B. If quantity of stockpiled topsoil is insufficient, contractor to provide imported topsoil that is materials harmful or toxic to plant growth. 4. Obtain and pay for all permits and fees for the work of this section. 3/4" minimum. ��* �j?X fertile, friable, natural loam, surface soil, reasonably free of subsoil, clay lumps, brush, B. Mix s ecified compost ost and fertilizers with topsoil at rates s ecified. Dela mixing fertilizer if �� G- E #i 5. Miscellaneous Landscape Elements. P p p P y g 5. Perform work on a design/construct basis, subject to the requirements of 0- weeds and other litter, and free of roots, stumps, stones larger than 1 inches in any lantin will not follow lacin of lantin soil in a few da s. PART 3- EXECUTION Nr r 6. Initial maintenance of landscape materials. planting placing planting Y the Contract Documents, applicable codes, and good design practice. � � dimension, and other extraneous or toxic matter harmful to plant growth. ft B. Related Sections: The following sections contain requirements. Compost: Lawn Areas: 1/4 compost, : 3/4 topsoil. 6. Winterization of system. 1. Obtain topsoil from local sources or areas with similar soil characteristics to that of project Shrub Areas: 1/3 compost, 2/3 topsoil. 3.1 GENERAL am 1. Underground sprinkler system is specified in Section 32 84 00. "Irrigation System." P P site. Obtain topsoil only from naturally well-drained sites where topsoil occurs in a depth Fertilizer: Per soil test and manufacture's recommendations. 1.3 SUBMITTALS A. Install system to provide for adequate protection against freeze damage. � ! of not less than 4 inches. Do not obtain from bogs or marshes. C. For shrub and lawn area, mix planting soil either prior to planting or apply on surface of B. Install system in accordance with approved Contractor design drawings.All o $ 1.3 QUALITY ASSURANCE ° P g P p g PP y A. Within 30 days after Contractor's receipt of Owner's Notice to Proceed, submit: 2. Composition: Topsoil shall contain from 1 to 20/° organic matter as determined by the topsoil and mix thoroughly before lantin deviations from the plans must be approved, and clearly recorded on record drawing. t 6�5 A. Subcontract landscape work to a single firm specializing in landscape work. P 9 Y planting. 1. Manufacturer's printed product information and catalog cut sheets for all 'j 4� B. Source Quality Control: Investigation afionbRe Report No. 1.Chemical mumsisart particle size, 3/4bndchnwithDmaximum 3%il yretained system components; five copies. C elcommendations.nstall system d components in strict accordance with manufacturer's /��,A 1. General: Ship landscape materials with certificates of inspection required by governing g P P 3.3 PREPARATION FOR PLANTING LAWNS B. Shop Drawings: Submit shop drawings for underground irrigation system including +Irf$l�111110 � on 1/4-inch screen. A. After excavating and removing surface material to proper depth, loosen sub grade of lawn D. Install quick coupler(s)on main supply line, approximately equal spacing, at authorities. Comply with regulations applicable to landscape materials. g g P P P g plan layout and details illustrating location and type of head, type and size Other components shall conform to the following limits: areas to a minimum depth of 4 inches. Remove stones measuring over 1-1/2 inches in an valve box locations or intervals of approximately 200 feet, whichever is greater. 2. Do not make substitutions. If specified landscape material is not obtainable, submit proof P g y of valve, piping circuits, circuit GPM, pipe size, controls, and accessories. pH 6.5 to 7.5 dimension. Remove sticks, roots, rubbish, and other extraneous matter. Limit preparation to Locate adjacent to paved surfaces, at valve boxes where practical. of non-availability to Architect, with proposal for use of equivalent material. Soluble Salts 600 ppm maximum p p C. Record Drawings:At completion of this work, submit to the Contractor: areas which will be planted promptly after preparation. 1. Record Drawings; 3. Analysis and Standards: Package standard products with manufacturer's certified Silt 25-50% reproducible and five prints. 3.2 SURFACE CONDITIONS analysis. For other materials, provide analysis b recognized laboratory made in 1. Spread topsoil mix to minimum depth of 4 inches for sodded lawns as required to meet 2. Operations and Maintenance information 2 copies), including:Y P y y g Y Clay10-30% P ( g: A. Examine the areas and conditions under which work will be performed. Notify accordance with methods established by the Association of Official Agriculture Chemists, ° lines, grades, and elevations shown, after light rolling, addition of amendments, and a. Information including descriptive details, parts list, specifications, P Y Sand 20-50/o natural settlement. Place approximately 1/2 of total amount of topsoil required. Work Contractor of conditions detrimental to timely and proper completion of Section wherever applicable. pp y p q maintenance schedules and procedures for system components. 3. Contractor shall submit representative soil report on imported topsoil proposed for use for into to of loosened sub grade to create a transition layer and then lace remainder of work. Do not proceed until unsatisfactory conditions are corrected. 4. Trees, Shrubs and Groundcovers: Provide trees, shrubs, and groundcovers of quantity, p g Y p b. Operation, adjustment of system and components instructions. approval. Report shall meet standards below. Contractor is responsible for whatever planting soil. Adds specified soil amendments as required and mix thoroughly into upper 4 B. Locate all underground utilities and structures and notify Architect of any size, genus, species, and variety shown and scheduled for work complying with p g P q g y PP c. Winterization procedures. soil additives are recommended by the test. Compost will be in addition to other inches of topsoil. conflict with Section work. Protect structures and utilities. Repair or recommendations and requirements of ANSI Z60.1 "American Standard for Nursery p d. Schedule indicating required open valve time to produce given precipitation Stock". Provide healthy, vigorous stock, grown in recognized nursery in accordance with additives and added regardless of test results. amounts and seasonal adjustments. replace said structures or utilities damaged by this work at no cost to the Owner. good horticultural practice and free of disease, insects, eggs, larvae,' and defects such 3.4 PREPARATION OF PLANTING BEDS e. Warranties and guarantees. C. Soil Testing A. Loosen sub grade of planting areas to a minimum depth of 6 inches using a culti-mulcher or 3.3 SLEEVING as knots, sun-scaMS, injuries, abrasions, or disfigurement. 9 P 9 P 9 f. Submit five copies. JENSENBELTS 1. Soil tests are required for this project(see above for requirements). Test shall be provided similar equipment. Remove stones measuring over 1 1/2 inches in an dimension. Remove A. Sleeving installed by others. Coordinate with other trades. 5. Label at least one tree and one shrub of each variety with attached waterproof tag withg y as follows: stocks, stones, rubbish, and other extraneous matter. legible designation of botanical and common name. 1.4 GUARANTEE ASSOCIATES a. Provide certified analysis at time of sample submitted (three samples imported B. Spread planting soil mixture to minimum 12 inch depth required to meet lines, grades, and 3.4 TRENCHING AND BACKFILLING a. Where formal arrangements or consecutive order of trees or shrubs are shown, select p p g P q g A. Guarantee in writing all materials, equipment and workmanship furnished to be topsoil).Amend soils per chemist's recommendations and as herein specified unless elevations shown, after light rolling and natural settlement. Add 1 1/2 inches of specified A. Trenching and backfilling shall be per applicable ISPWC Section. stock for uniform height and spread. g g p free of all defects of workmanship and materials. Within one year after date of otherwise approved by Architect. compost over entire planting area and mix thoroughly into upper 6 inches of topsoil. Place B. Cut trenches straight and without abrupt grade changes to allow the following 6. Inspection: The Architect may inspect trees and shrubs either at place of growth or at site P P g g Y PP P Substantial Completion repair or replace all defective parts or workmanship that Site Planning 2. Test shall include, but not limited to recommendations on chemical distributions, organic approximately 1/2 of total amount of planting soil required. Work into to of loosened minimum cover: before planting,for compliance with requirements for genus, species, variety, size, and pp Y P g q p may be found at no additional cost to Owner. Landscape Architecture contents, pH factors, and sieve analysis as necessary. Test#1 T by Western sub grade to create a transition layer, then lace remainder of the planting soil. 1. Main Lines and Sleeving: 18 inches. P quality. Architect retains right to further inspect trees and shrubs for size and condition of g Y P P g B. Fill and repair all depressions and replace all necessary lawn and planting which Laboratories (1-800-658-3858) is required. C. Apply Pre-Emergent per manufacturer's recommendation. 2. PVC Laterals: 12 inches. balls and root systems, insects, injuries and latent defects, and to reject unsatisfactory or pp y g p result from the settlement of irrigation trenches for one year after date of 3. Contractor is responsible for whatever soil additives are recommended by the soil testing C. Surround lines with 2 inches of clean rock-free material on all sides. 1509 Tyrell Lane, Ste 130 defective material at any time during progress of work. Remove rejected trees or shrubs Substantial Completion. laboratory. Boise, Idaho 83706 immediately from project site. 3.5 PLANTING TREES AND SHRUBS C. Supply all manufacturer's printed guarantees. Ph. 208 343-7175 4. Contractor shall coordinate, obtain and pay for all soil tests. A. Set balled and burlapped (B&B)stock on layer of compacted planting soil mixture, plumb and 3.5 MISCELLANEOUS VALVES 5. If regenerative noxious weeds are present in the soil, remove all resultant growth in center of it or trench with to of ball at same elevation as adjacent finished landscape A. Install manual drain valves up stream. Install devise at mainline tap in accordance 1.4 SUBMITTALS P P 1 P 1.5 QUALITY ASSURANCE www.jensenbelts.com including roots throughout one-year period after acceptance of work, at no cost to Owner. grades. Remove burls from sides of balls; retain on bottoms. When set, lace additional with manufacturer requirements for complete operation. Install backflow provision A. General: Submit the following in accordance with Conditions of Contract and Division 1 g P P A. Contractor shall be licensed in the State in which this work is being performed. and connect to controller. Specification Sections. backfill around base and sides of ball, and work each layer to settle backfill and eliminate B. Contractor shall have at least two years prior experience in projects of equal 2.2 pH ADJUSTERS voids and air pockets. Place fertilizer tablets in excavated area per manufacture's written B. Plant and Material Certifications: P P or larger scope. Provide minimum of three references and list of similar A. When pH does not comply with this specification, commercial grade aluminum sulfate shall instructions. When excavation is approximately 2/3 full, water roughly before placing 3.6 CIRCUIT VALVES 1. Certificates of inspection as required by governmental authorities. PP Y 9 Y P 9 projects with owners' names, addresses, and phone numbers,when requested by be used to adjust soil pH. remainder of backfill. Repeat watering until no more is absorbed. Water again after placing A. Install in valve box, arranged for easy adjustment and removal. 2. Manufacturer's or vendor's certified analysis for soil amendments and fertilizer materials. P g g p g Owner. 1. Provide union on downstream side. 3. Label data substantiating that plants, trees, shrubs and planting materials comply final layer of backfill. Remove all ties from around base of trunk. C. Contractor shall employ on site at all times a foreman who is thoroughly 2.3 SOIL AMENDMENTS B. Set container grown stock, as specified,for balled burlapped stock, except cut cans on 2 2. Adjust automatic control valves to provide flow rate of rated operating specified requirements. g p PP p experienced and competent in all phases of the work of this Section. A. Compost: Compost: "Cascade Compost"from Cloverdale Nursery(208)375-5262 and sides with an approved can cutter and remove can; remove bottoms of wooden boxes after pressure required for each sprinkler circuit. C. Mulch: Submit 1 gal bag of mulch sample for approval. NuSoil Compost(208)629-6912 or approved equal in equal amounts by volume. PP partial backfilling so as not to damage root balls. 1.6 SYSTEM DESCRIPTION B. Commercial Fertilizer: Fertilizer shall be complete, standard commercial brand fertilizer. It 3.7 PIPE INSTALLATION 1.5 DELIVERY, STORAGE AND HANDLING C. Dish top of backfill to allow for mulching. A. Design requirements: shall be free-flowing and packaged in new waterproof, non-overlaid bags clearly labeled as D. Mulch its, and planted areas. Provide not less than following thickness of mulch, and work ° ° A. Lay PVC pipe in accordance with standard and acceptable practice. Thrust A. Sod: Time delivery so that sod will be placed within 24 hours after stripping. Protect sod p p 9 1. Minimum water coverage: Planting areas-85/°, Lawn areas- 1 /° to weight, manufacturer, and content. Protect materials from deterioration during delivery into to of backfill and finish level with adjacent finish grades. blocks to be used at points of intersection and change of direction in main line against drying and breaking of rolled strips. p 1 9 2. Layout system to obtain optimum coverage using manufacturer's standard and while stored at site. 1. Provide 3 inches thickness of mulch. pipe as per manufacturer's recommended specifications. Install manual drains. B. Trees and Shrubs: Provide freshly dug trees and shrubs. Do not prune prior to delivery heads. Spray on walks, walls or paved areas is not acceptable. 1. Commercial fertilizer"A"for trees and shrubs during planting; slow release Agriform E. If season and weather conditions dictate, apply anti-desiccant, using power spray, to provide B. PVC pipe joints, solvent weMSed except as indicated. Cut pipe square, deburr, unless otherwise approved by Architect. Do not bend or bind-tie trees or shrubs in such PP Y 9 P P 3. Zoning shall be designed for optimum use of available pressure and efficient Planting 5-gram tablets 20-10-5 type or equal. wipe from surface all saw chips, dust, dirt, moisture and any foreign matter manner as to damage bark, break branches, or destroy natural shape. Provide protective an adequate film over trunks, branches, stems, twigs and foliage. distribution for es of plantings shapes of planting areas. 9 Y P p YP P 9 p p 9 2. Commercial fertilizer"B"for lawn areas applied to bed prior to sodding, to be 16-16-17 Pp P g° F. Prune, thin out, and shape trees and shrubs in accordance with standard horticultural which may contaminate the cemented joint. Apply cleaner/primer and solvent covering during delivery. Do not drop balled and burlapped stock during delivery. p 4. Design pressures: Install pressure regulating equipment as necessary. applied at the rate of ten pounds per acre. practice. Prune trees to retain required height and read. Unless otherwise directed b cement, make joints in accordance with manufacturer's recommendations. Use C. Deliver trees and shrubs after preparations for planting have been completed and plant P q 9 P Y 5. Provide/install approved fixed tee or coupling device for air blow winterization. Z 3. Commercial fertilizer"C"for lawn areas three to four weeks after planting sod. Organic Architect, do not cut tree leaders, and remove only injured or dead branches from flowering Teflon thread sealant(tape)at all threaded joints. immediately. If planting is delayed more than 6 hours after delivery, set trees and shrubs in Y 1 g Location shall be on main supply line downstream from main shut off valve. Fertilizer Milorganite (6-0-2)type or equal. trees, if an Prune shrubs to retain natural character. C.Contractor shall size pipe according to schedule provided. Flow velocities shall 00 < shade, protect from weather and mechanical damage, and keep roots moist by covering with Y� 6. Install approved backflow prevention device in conformance with local or C. Herbicide: Pre-emergent for topical application in planting beds. Oxiadiazon 2G brand or not exceed 5 feet/second in all cases. Lateral lines shall be laid out and installed mulch, burlap or other acceptable means of retaining moisture. G. Remove and replace excessively pruned or misformed stock resulting from improper pruning. prevailing codes, and in approved site location. Provide for drainage pre-approved equal. Use in accordance with manufacturers recommendation on all planting H. Guy and stake trees immediate) after planting, as indicated. per zone to balance the pressure loss and provide minimum fluctuation in system J D. Do not remove container-grown stock from containers until planting time. Y Y P 9� without erosive damage. beds. I. Apply approved herbicide to all shrub bed areas at manufactures specified rate. Re-apply as operating pressures. 0 E. Do not drop or dump materials from vehicles during delivery or handling. Avoid any damage pp y pp p pp Y to rootballs during deliver, storage and handling. necessary for elimination of weeds. 1.7 EXTRA EQUIPMENT Pipe Size Pipe Section Pipe Size Pipe Section 0. 2.4 PLANT MATERIALS 3/4" 0-9 GPM 1 1/2" 26-34 GPM O A. In addition to installed system, furnish owner with the following: W A. Quality: Provide trees, shrubs, and other plants of size, genus, species, and variety shown 3.6 SODDING NEW LAWNS 1" 10-17 GPM 2" 35-50 GPM 1.6 JOB CONDITIONS 1.Valve operating key and marker key. O for landscape work and complying with recommendations and requirements of ANSI Z60.1 1 1/4" 18-25 GPM 2 1/2" 51-80 GPM A. Utilities: Determine location of underground utilities and work in a manner which will avoid A. General: Install lawn sod in all areas designated on the drawings. 2. Wrench for each sprinkler head cover type. "American Standard for Nursery Stock". Preparation possible damage. Hand excavate, as required. Maintain grade stakes until removal is B. Soil Pre P 3. Two (2)sprinkler head bodies of each size and type. B. Deciduous Trees: Provide trees of height and caliper scheduled or shown with branching 1. An sod lawn areas that may have become compacted prior to sodding must be scarified D. Techline Drip Line: Place in shallow furrow at 1"-2" below finish topsoil grade, below layer mutually agreed upon by parties concerned. Y Y p p 9 4. Two (2) nozzles for each size and type used. a configuration recommended by ANSI Z60.1 for type and species required. Single stem trees to a depth of eight 8 inches b approved means, then finish graded as hereinbefore of specified mulch. Lay in uniform grid pattern in groundcover/shrub areas (rows 18"-24" B. Excavation: When conditions detrimental to plant growth are encountered, such rubble fill, p 9 ( ) Y PP 9 B. Store above items safely until Substantial Completion. except where special forms are shown or listed. described. apart max). Coil 20 linear feet at each balled and burlapped tree around base and to allow 0 adverse drainage conditions, or obstructions, notify Architect before planting. C. Deliver above items at Substantial Completion. C. Deciduous Shrubs: Provide shrubs of the height shown or listed, not less than minimum C. La sod within 24 hours from time of stripping. Do not plant dormant sod or if round is for tree removal if required. Staple drip line every 36" max. Flush all lines with full head MC.Adjacent Landscape: Protect planted areas adjacent to construction area. Replace or Y PP 9� p 9 Q frozen. PART 2- PRODUCTS recondition to prior conditions at project completion. number of canes required by ANSI Z60.1 for type and height of shrub. of water prior to installation of flush valves at end of circuit runs. D. Coniferous and Broadleafed Evergreens: Provide evergreens of sizes shown or listed. D. Sod Placement E. Flush Valves: Install flush valve at end of each drip line run. Q Dimensions indicate minimum spread for spreading and semi-spreading type evergreens 1. Sod will be brought onto lawn areas b wheeled means with proper protection of sod 1.7 SEQUENCING AND SCHEDULING g Y P P P 2.1 PIPE AND FITTINGS w and height for other types, such as globe, dwarf, cone, pyramidal, broad upright, and 3.8 SPRINKLER HEADS A. Planting Time: Proceed with, and complete landscape work as rapidly as portions of site beds. Sod layers shall be experienced, or if inexperienced, shall be constantly A. PVC 1120,ASTM D-1784, permanently marked with manufacturer's name, columnar. Provide normal quality evergreens with well balanced form complying with supervised b an experienced foreman. The Contractor shall insure that the base A. Flush circuit lines with full head of water prior to head installation. CC Z become available, working within seasonal limitations for each kind of landscape work P Y P schedule rating, size, type. Solvent-weMS type: requirements for other size relationships to the primary dimension shown. 1. Install heads at level with mulch required. immediately ahead of sod layer is moist. Sod shall be laid tight with not gaps. Allowance 1. Pipe: 0 < < shall be made for shrinkage. La sod with Ion edges perpendicular to rims slope. 2. Locate part-circle shrubbery heads to maintain a minimum distance of six 1. Plant or install all plant materials during normal planting seasons from 15 March to 9 Y 9 9 p p primary rY p a. Pressure lines: Schedule 40 solvent weMS. 2.5 GRASS MATERIALS 2. La to form a solid mass with tightly fitted joints. Butt ends and sides of strips; do not inches (6")from walls and four inches (4")from other boundaries unless J 15 November. A. Lawn sod: Provide strongly rooted sod, not less than 1 growing season oMS, and free of Y 9 Y 1 P b. Lateral lines: Class 200 pvc. otherwise indicated. Kee overs ra to a minimum. Q 2. Correlate planting with specified maintenance periods to provide maintenance from overlap. Stagger strips to offset joints in adjacent courses. Work on boards to avoid c. Sleeving: Class 200 pvc. P P y weeds and undesirable native grasses. Provide only sod capable of growth and damage to sub grade or sod. Tam or roll lightly to ensure contact with sub grade. Work date of substantial completion. 9 9 P 9 Y 9 2. Fittings: Schedule 40 PVC, solvent-weMS type. Install threaded joints where M development when planted (viable, not dormant). 3.9 CONTROL WIRE INSTALLATION L.` B. Coordination with Lawns: Plant trees and shrubs after final grades are established and prior ° sifted soil into minor cracks between pieces; remove excess to avoid smothering of required at valves, risers, etc. 1. Provide sod of uniform pad sizes with maximum 5/° deviation in either length or width. adjacent grass. A. Bury wires beside or below main line pipe in same trench. to planting of lawns, unless otherwise acceptable to Architect. If planting of trees and shrubs 1 g 3. Risers: Lawn and shrub heads-flexible and damage-resistant plastic w Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of B. Bundle multiple wires together with tape at ten feet(1 0') maximum intervals. occurs after lawn work, protect lawn areas and promptly repair damage to lawns resulting 3. Sod shall be rolled with a two hundred (200) pound roller after installation to insure of i e" riser. P P P Y P g g supporting their own weight when suspended vertically with a firm grasp on upper 10% P Yp p C. Provide 36 inch loopin wires at each valve where controls are connected and CO from planting operations. proper contact between soil and sod. Final rolling must provide a uniform surface. After 4. Solvent: NSF approved solvent for Type I & II PVC. � J of pad will be rejected. at 100' maximum intervals between. final rolling, the sod lawn shall be mowed and watered. Approval of sod lawns shall be B. Polyethylene Pipe B. Provide sod composed of: Rhizomatous Tall Fescue (RTF)from the The Turf based on uniform, health and vigorous growth with no or dead spots. D. Make all electrical joints (splices) in boxes only. Make electrical joints 0. 1.8 SPECIAL PROJECT WARRANTY Company, Meridian, ID 208 888-3760 or approved equal. y g g �' p 1. Pipe: Class 100, 3/4" lateral line, for use on drip irrigation zone(s)where waterproof. Scotch-Lock connectors, or approved.A. Warranty lawns through specified lawn maintenance period, until Final Project Acceptance. ( ) pp q 4. Add fertilizer"B"at the manufacturer's recommended application rate. drip tubing is not otherwise used. P pp B. Warranty trees and shrubs, for a period of one year after date of substantial completion, 3.10 AUTOMATIC CONTROLLER 2.6 MISCELLANEOUS LANDSCAPE MATERIALS E. Water sod thoroughly with a fine spray immediately after planting. 2. Fittings: Schedule 80 PVC. J against defects including death and unsatisfactory growth, except for defects resulting from F. Sodded Lawn Establishment 3. Clamps: Stainless Steel. A. Anti-Desiccant: Emulsion type, film-forming agent designed to permit transpiration, but retard A. Install on site as approved. Verify location with Owner Representative. a neglect b Owner, abuse or damage b others, or unusual phenomena or incidents beyond 1. The Contractor shall be responsible for first mowing, subsequent mowings and fertilizing C. Drip Line: Netafim Techline Dri erline, with .6 GPH dri ers at 18"spacing. 9 Y g Y P Y P PP pp excessive loss of moisture from plants. Deliver in manufacturer's fully identified containersB. Install typewritten legend inside controller door. Landscape Installer's control. of sod lawn areas until Final Acceptance of the project. and mix in accordance with manufacturer's instructions. 2. Mowing shall be done b an approved "reel"type mower. Mower blades shall be set at 0 Z C. Remove and replace trees, shrubs, or other plants dead or in unhealthy condition during 9 Y pp Yp 2.2 SPRINKLER HEADS B. Mulch: Mulch for planting beds shall be rock mulch, 3/4"-1"crushed basalt landscape rock 3.11 TESTING warrant period. Make replacements during growth season following end of warrant period. two (2)inches high for all mowings. A. Description: Appropriate fora application in throw, pressure and discharge. Each YP p 99 9 warranty ppP p 9 (or approved equal), consistent in appearance, and shall contain no toxic substance A. Do not allow or cause any work of this Section to be covered up or enclosed LL Replace trees and shrubs which are in doubtful condition at end of warranty period; unless, 3. Subsequent fertilizing shall occur three to four weeks after installation. Apply fertilizer as type of head shall be of a single manufacturer. detrimental to plant life. Landscape Fabric is required beneath rock mulch in all landscape until it has been inspected and tested. in opinion of Architect, it is advisable to extend warrant period for a full growing season. per the Manufacturer's recommended application rate. Verify all methods of application. 1. Lawn heads: pop-up type.p y p g g areas it is installed. P P- P Yp Contractor shall notify the Architect in writing that the fertilizer applications have occurred B. Manufacturer: Rainbird, Hunter, Weathermatic Irrigation Company. B. Pressure testing: C. Stakes and Guys: Provide stakes and deadmen of sound new hardwood, treated softwood, and on what dates. 1. Make necessary provision for thoroughly bleeding the line of air and debris. or redwood, free of knot holes and other defects. Provide wire ties and guys of 2-strand, 2.3 AUTOMATIC CONTROL SYSTEM 2. Before testing, cap all risers, and install all valves. twisted, pliable galvanized iron wire, not lighter than 12 ga.with zinc-coated turnbuckles. 3.7 MAINTENANCE A. General; Furnish low voltage system manufactured expressly for control of 3. Fill all main supply lines with water. Pressurize to 100 psi. Close air supply Provide not less than 2 inch diameter rubber or plastic hose, cut to required lengths and of A. Begin landscape maintenance immediately after planting. Maintenance shall continue until automatic circuit valves of underground irrigation systems. Provide unit of and test for leakage. Test shall be approved if no greater than 5 psi loss uniform color, material, and size to protect tree trunks from damage by wires. Project Final Acceptance. occurs in 15 minutes. 1 P capacity to suit number of circuits as indicated. B. Maintain trees, shrubs, and other plants by pruning, cultivating, and weeding as required for B. Control Enclosure: Manufacturer's standard wall mount with locking cover, 4. Fill all zone lines with water to static pressure. HoMS for 15 minutes. health growth. Restore planting saucers. Tighten and repair stake and u supports and Inspect for leakage. Y 9 p 9 9 P guy PP complying with NFPA 70. Job Number 2014 reset trees and shrubs to proper grades or vertical position as required. Restore or replace C. Circuit Control: each circuit variable from approximately 5 to 60 minutes. 5. Contractor shall provide all required testing equipment and personnel. Test damaged wrappings. Spray as required to keep trees and shrubs free of insects and disease. Including switch for manual or automatic operation of each circuit. shall be performed in presence of Architect. Contractor shall make notice C. Maintain lawns by watering,fertilizing, weeding, mowing, trimming, and other operations D. Timing Device: Adjustable 24-hour and 7 or 14 day clocks to operate any time of test(48)hours in advance. such as tolling, regrading and replanting as required to establish a smooth, acceptable lawn, of day and skip any day in a 7 or 14 day period. 6. Provide required testing equipment and personnel. Drawn Checked free of eroded or bare areas. E. Wiring: Solid or stranded direct-burial type as recommended b manufacturer 7. Repair leaks, and retest until acceptance by the Architect. Yp y C. Coverage inspection: upon completion of all systems, perform a coverage test JJN KCS D. Maintain lawns for no less than period stated above, or longer as required to establish of control unit; type AWG-UF, UL approved. acceptable lawn. to determine if coverage of water afforded all areas is complete, adequate and Scale AS SHOWN 2.4 VALVING uniform. Change heads, nozzles, orifices and/or adjustment as directed to 3.8 CLEANUP AND PROTECTION A. Manual valves: brass or bronze for direct burial, gate valves, 150 pound class, provide uniform coverage. Sheet Title A. During landscape work, keep pavements clean and work area in an orderly condition. threaded connection with cross type handle designed to receive operating key. D. Final inspection: B. Protect landscape work and materials from damage due to landscape operations, operations B.Automatic circuit valves: high impact plastic with corrosion-resistant internal 1. Clean, adjust, and balance all systems. Verify that: by other contractors and trades, and trespassers. Maintain protection during installation and parts. Low power solenoid control, normally closed, with manual flow a. Remote control valves are properly balanced; LANDSCAPE maintenance periods. Treat, repair, or replace damaged landscape work as directed. adjustment; same manufacturer as control unit. b. Heads are properly adjusted for radius and arc of coverage; 1. Standard sprinkler valve shall be Rainbird PEB-PRS-B. Use scrubber c. The installed system is workable, clean and efficient. PLAN 3.9 INSPECTION AND ACCEPTANCE valve if not connected to potable water. E. Winterization: Winterize system at the end of first season of system operation. A. When landscape work is completed, including maintenance,Architect will, upon request, 2. Drip Control Zone Kit: Hunter PCZ-101. Review procedures with Owner Representative. make an inspection to determine acceptability. C. Quick coupler valve: brass or bronze construction with hinged top. One per zone B. When inspected landscape work does not comply with requirements, replace rejected work or valve grouping. and continue specified maintenance until reinspected by Architect and found to be acceptable. D. Manual drain valves: END OF SECTION Remove rejected plants and materials promptly from project site. 1. Bronze construction, straight type, 150 pound class, threaded connections, Sheet Number with cross type operating handle designed to receive operating key. Calco, DEVELOPER END OF SECTION Champion 100, or approved equal. COLEMAN HOMES, LLC Llm5l 2. Size: 3/4 inch. 3103 W. SHERYL DRIVE, SUITE 100 MERIDIAN, IDAHO 83642 Phone (208) 424-0020 Of 6 Sheets $HEE7 R Ix, It If 11 n lii � y.�� ..•y I- � fail•`= �� �:� 3 1 "y u mu Ila • �- �� ,� I N x Vy$g EI— � riArm -- n r v f 0 THE OAKS NORTH ENpINEERINC� %�� PLANN RICONrnar it BUBDIYISION y r xr t PRELIMINARY PLAT SOLI f/ONL accM'wxnr ,eav s,ora xzr.sE,ue M nrt 1¢ K �se., w:••�^:Y"«mmM .n.cv�.�rr wa.i �r.. urio2it�.mnm avo F + SEE SHE" 1 RUTN N N b.A,4rk AI I n .• kl' � � � lo .e... 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