Loading...
HomeMy WebLinkAboutCity Clerk ChecklistY v CITY CLERK FILE CHECKLIST Project Name: Sundial Subdivision No. 1 b File No. Contact Name: John Bilderback Date Received from Planning and Zoning Department: Planning and Zoning Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: Phone: 855-5606 Hearing Date: ❑ Planning and Zoning Commission Recommendation Notes: City Council Level: x❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: April 22, 2008 and ❑ Approve ❑ Deny Hearing Date: May 6, 2008 April 23, 2008 N/A and N/A ❑ City Council Action: ❑ Approve ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: ❑ Approved by Council: ❑ Copies Disbursed: ❑ Findings Recorded Development Agreement: ❑ Sent for signatures: ❑ Signed by all parties: ❑ Approved by Council: ❑ Recorded: ❑ Copies Disbursed: Ordinance No. Resolution No. ❑ Approved by Council: ❑ Recorded: Deadline: 10 days ❑ Published in newspaper: ❑ Copies Disbursed: Notes: ❑ Deny Resolutlons: original Res/CopyCert. Minutebook Copy Res/Copy Cert Cly Clerk City Enoineer City Planner Ci ty Anomey s[erline Codfiers Prgact File Deputy Clerk Copy Res / Onoinal Cart Ar8 County (CPAs) Applicant(non-CPAs) R.—cled O,anancas. Onond Minutebook Copiesto City Clerk State Tax Comm 52te Treasurer, Aucitor. Aeae—r St -mg Codfiers Ciy A—ey City Enpnear CIy Planner Projectfile can Applit(if tool.) Deputy Clerk Findings / Orders: Cnond Minutebook Copies to Applicant P,oj- M. CIy Enoneer City Planner Ciy Artonney Depuy Clerk Record Vacatlon Findings" Racordstl D—I:pmant AgrsemanR: Cnginal:Raproot File Copies to: Applicant Protect file City Enoineer CIy Planer Ciy Anomey Deputy Clem �j�/rE IDIAN TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Charles Rountree David Zaremba To insure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: ASAP Transmittal Date: April 23, 2008 Hearing Date: May 6, 2008 File No.: FP 08-008 Request: Final Plat approval for 26 single-family building lots and 3 common lots on 7.70 acres in an R-4 zone for Sundial Subdivision No. 1b By: Gemstar Properties, Inc. Location of Property or Project: West of N. Linder Road and south of W. Ustick Road Joe Marshall (No FP) David Moe (No FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department Sewer Department Sanitary Services (No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FP/PP/SHP only) Ada County Highway District Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Bureau of Reclamation (FP/PP/SHP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org E IDIAN* I DAHO TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Charles Rountree David Zaremba To insure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: ASAP Transmittal Date: April 23, 2008 File No.: FP 08-008 Hearing Date: May 6, 2008 Request: Final Plat approval for 26 single-family building lots and 3 common lots on 7.70 acres in an R-4 zone for Sundial Subdivision No. 1b By: Gemstar Properties, Inc. Location of Property or Project: west of N. Linder Road and south of W. Ustick Road Joe Marshall (No FP) David Moe (No FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department Sewer Department Sanitary Services (No VAR, vac, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FP/PP/SHP only) Ada County Highway District .� Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,CUP/SHP only) Qwest (FP/PP/SHP only) Intermountain Gas (FP/PP/SHP only) Bureau of Reclamation (FP/PP/SHP only) Idaho Transportation Dept. (No FP) ,Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline New York Irrigation District Boise-Kuna Irrigation District City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org C�WIE IDIAN Planning Department F_ COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Alternative Compliance ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment STAFF USE ONLY: ❑ Conditional Use Permit File number(s): ❑ Conditional Use Permit Modification ❑ Design Review ,latinal Plat Project name: ❑ Final Plat Modification ❑ Planned Unit Development Date filed: L (� ate complete: Z ❑ Preliminary Plat Assigned Planner: ❑ Private Street ❑ Rezone Related files: ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) Hearingsdate: S t<Q ❑Commission Council' ❑ Variance ❑ Other Information Applicant name: i"t' � '6,� f b0 ZL'l Applicant address: �a AL Applicant's interest in property: ❑ Own ❑ Rent Owner namet�S'tp�v Owner address: I 'B 5 POA ''1S '�Vhone: GJ SLOO I:ri!So d , zip:_S L lOpttiioned ,€S�Other Phone: 9 �q (� G2- - Zip: Oj3 (,. 1 Agent name e.g., architect, engineer, developer, representatives Firm name�� f\S C D L/— Address: �,� Primary contact is: Contact name: s E-mail: —lc;. k A Information Location/street address: 1.11 Phone: p�s ��,c� l Jpl" S-{�-�* I S� ,l� c �n zip: 3 6 2 �J ❑ Owner .<Agent ❑ Other Assessor's parcel number(s): Township,range, section: 11 g � 2' M RJ W �T ZTotal acreage: T7. ?O Current land use: NAC ('NT L*e\ei Current zoning district: Phone: 6 5> 5 ( " Fax: 8S9 S%Sb 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 Project/subdivision name: �•�n L1 z�k General description of proposed project/request: Proposed zoning district(s): Acres of each zone proposed: I rj,` 0 AC.n�-S T ype of use proposed (check all that apply): Residential ❑ Commercial El Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): istu Who will own & maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? N4Wt..Q!4 fa'X�P Primary irrigation source: _ Second Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): 1-�• Si �7v c ) Residential Proiect Sum..,., cif' Number of residential units: �-* Number of building lots: 216 Number of common and/or other lots: 4 3 Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: _ 2 or more Bedrooms: �014 Minimum square footage of structure(s) (excl. garage): IJA -' AlProposed building height: Minimum property size (s.f): �a s � Average property size (s.f.): SA1 b S� Gross density (DU/acre-total land): .3 A j �)b A( Net density f T—= y (DU/acre-excluding roads & alleys): L��,�U�\n � Percentage of open space provided: _ �� , C1b/�, Acreage of open space: es3 Percentage of useable open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): C_0.Vw_4D0J Type of dwelling(s) proposed: Single-family ❑ Townhomes 0 Duplexes ❑ Multi -family Non-residential Project Summary (if Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applica name: Applicants' nature: ertowerl.ane, Suite 202 • Date: p o Meridian, Idaho 83642 4-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 (Rev. 414108) Narrative Addendum April 18, 2008 Cairns Property Annexation and Development Agreement Instrument Number: 94108841 The Sundial Subdivision including the phasing of the Sundial Subdivision is in conformance with the approved preliminary plat and meets all the requirements and conditions thereof. It also conforms with all requirements and provisions of the UDC and with all acceptable engineering, architectural and surveying practices and local standards. Sundial Subdivision is currently under construction. As requested by ACHD and approved by the City of Meridian during the preliminary plat hearing, W. Whitelaw Drive is being changed from a knuckle confirmation to a T-intersection as part of the subdivision. As a result of this request, a right of way vacation for the existing knuckle is being performed. This vacation with several unexpected delays in processing easement relinquishments from the utility companies has delayed the processing of the final plat. Thus, we are requesting Sundial Subdivision be phased into two phases. Phase #1 will consist of 26 buildable, residential lots, and the 3 common lots. Phase #2 will consist of 2 buildable, residential lots and 1 large lot (where the cell tower currently is). The original final plat approved by the City of Meridian City Council in August 2007 remains unchanged and all we are asking is to phase the final plat in two parts. Also, I have attached an email from last year (08/14/07) during the original final plat application submittal when the Sundial Subdivision was not proposed as being phased, which indicates my client, Scott Noriyuki, authorized representative of Gemstar Properties, has agreed to the City of � n conditions and that has not changed. JYm P. BilderbhoOP.E. •? LL li U) LO co O N 00 T v� IS) 2 d4 p -� V9 -W- M LL. V) r) co F; 00 U') r CL V)LLJ Cl4(o P—cc + -1: -4E 44 ON NOISIAiciens M00V3W 3NOIS0111i C) z --i —" II Uri < 0 o -.1 LOCATED IN THENW1/4TWj/4NEj/4, SECTION 2, T.3N., RAW., B.M. MERIDIAN, ADA COUNTY, IDAHO Stanley Consultants INC A Stanley Group Company Engineering, Environmental and Construction Services - Worldwide 708\03-E"V2-owg\19108 � -PRE-dwg Apr 18. 20o9 - trots., 1940 S. Bonito Way Ste. 140 Meridian, ID 83642 Ph: (208) 288-0573 Fax: (208) 288-0574 siuqnwo:) OHV(31 =,--QN Aaluels 'NI.1 bi M S'M"H "NC'.L'Z NoljoE,S '049N 3H1 JO v NOISIAIM 41, -7. SIM 5sq'M 'a' R w N ly _a,4 yx U R" x N2 oa hIMS"fl. ,X` I fad t CITY OF MERIDIAN PLANNING DEPARTMENT STAFF REPORT FOR THE HEARING DATE OF MARCH 20, 2007 A. Drawings 1. Preliminary Plat (dated: 1/18/07, Revised) .�...... op PIPE ✓0�•�. ��� �{` 011al'AlIIYIOo 1Q. Ngpgg Q. �SSsii III milli A1fll/1161� ; yi � ;tl a tl; ``11� !!G!'��5i�l�l��i:��lA�lli� • �� Ig:tl ®i 1 I ' gi� 1ti 3 � l� j� � j 1 'II �dltl�t 1� Ei +'ft rl� Exhibit A —Page I "11 --------------------------- ...--- -WPI-M - ...»s ra„= c, rzso-aez (aoz) :..e Pl—.� 13 ewa�e o„a;,'�§. Is r - ........�-.�...,...w.,.. m'wl°Lrl :q1 llnu w5 ar SCSO gp QI e0uw' 4d 'IN' CI I m1 n a "'F""♦I �Iu "al$'ADm MrkO C - 41 :Tr NDSM or m Oi030 m :#B 0311'JSb Orl q Ow He's o.s dVW V3aV 3JVNIV2l4 O im�az P ti W :„u.r „ra S31V1S3 �VIaNnS U Z o QW U h y N N � W n Nx E N��o �z N a Ni � �o� a cI w y p 5 C Cn [n o S I. °'.j 3. {w- � aQ� Q co j o o�msL y� i IL _ C7 O O Z m a �' ^ . Cep Z CD Co- i f�tt 5 � i `o o to 1 + i LF. rT �rG ii I �!.'t1 + � S .x ''-13' � l � r I � j -• _ Js p � 1 t"� •-'y� _ i I / _ •• Fa I r t � 4At Q ��/ p8 .. A777YA •17'IB •.V •C-rirf+n �,Z I • I / r n y Qf Lli OD lb ISO CL .. : 1 -� �- •;.� • i _ ' • . ) • �. m Tye � r- � r • ---^ �� e L. irR -E 61 Q ' I i •r -8j J�'' • I i f im. r .: �., s f �r1 ,� i• r �powos .•A9olorn �. '.` � �� �o� �• i1� �J, � � 1., > � ERA - f l � i I N 1 f Q) ' ^^ttf z E qo ti o uzi o z c� z in 5'� I f N--\, \North KubikWay , f I f f � F m � f!? I 3� O I f j I i i fE a � F- F � L0 P: -� S n _Q /y �w Li. Z U E QLnN u� [� ? 113 N N 0 Z.p N cC A d � sm lry � N m i North Marburg Aveune — FIEn"wONE MEADOWS 9 �A SUBDIVISION NO.4 FIELDSTONE MEADOWS >" BOOK 72, PAGE 1351 Ia'^ z x 635.02' =yo AN I SUBDIVISION N0.5 S00'15.25"W ACHD STORM I UNPLATTED y �g " I BOOK 74. PAGE 7614 N 00'15 25 E DRAM EASEMENT n.00— O 694.15' v mm Z f-- —� _ 93-�— — 19411 e.ls ., 1— 1s1T7'— y roe lze.2s — S 0015_25" W :�c7z — — ---p 8 moo I a 7--- U 1368.29' :off w am z� 1�N1 I m o N 9{N OVj oW4 I .Cn�f \ e N\ p N I Nn m 'd.' 4` // y N Z OCK m r o z I 3Av �aneavw N// — — \ / `/ // `) I91 z o m z z z o I :..zf-o fin.\'-- --I\; zz + -- C 2-4 3\✓// r/J f A cn f l l i ark 1 01 I "�£gg \ .��� ti . \ INS p wz F \ oI B a w En m �\\ �, \\ \ \\ A i 1� �I�ED th 'A4yc� 13353g��1 9 yo 8Y ` / = 4; rn i N N \ cA VIA \, , ss 64, r m S Na. p m m^ o N N \� / \W..: \ I N. CINDER RD.. m U o V �� \\ k ` \ I I m 0. cy, N-p: m F yo'OD �.'7 \\ _Mv _�2u— �p rn c and I N m z oI F>/•t:i I I I o lc m f >o r ml I� tfenommA Aug \\\ : of N I �I:,:: m I I o� Q m CA m o o = rti o I I$ zcm yzm� 6\ lA . Sm mom $ z tv Gi% / �„z�\ l I + �0� m is g zv" m wLeo. . I z rn / �� z m EEli "\ ,•� - a (N„1 \ NVWI, / N �' j 1 m5X C� 10 \ .• I I i4 N —I N 105_27. �, f /. za.74 0 / a (-,-I m L4 4 � � � i I 1Ln • � — z 9 6S \ \ bD 4 o� '<\--------- r/ / 5d'S03-15'i5"E 122. �ruiwu�z m @o8o$Q D m .IRDFi U � m 0 0 7z Z I I O J• Ir 3 Z _ N 2 vll z A .1i ,sz I I rn m D' m sZ I I p -< N O N j� v 4— —717.50`"-------I z 0 -I z0(�Z i'•..i tz l O C c0 O 1� _ c'LG ,/ �SJa \\ 4 IN u a Dr O m --IZ '0 O 0 w SOU66.7 ' I CC, a:O 6.74f QD • D m ,...`w N0 U FORMERLY (66.71•) 50 5, 4 I m w? TURTLE CREEK o rn I ro O- Z A� SUBDIVISION NO.3 oouW N I m I m BOOK 85, PAGE 9573 Act pNct 25 m $gee' X$2NDI e g o � � � _ `N19 egap g g qq gel R `Q s� II I _ _ m w1W2 go �y F � • re I f I Vag I � A Anil F N .sA Op �Dz 'mOCZ oOp y s c � � mn � i V1 mi -1 of yC� y y -I -1 y y -i> p izzz zzzzzziiiiizziizsiiz,,vtt�i:��i�lim"iz�igoiai mom om O� o „Aogo o y m $a0i�gm o.<UN>1c A >�'i�i dim �i �i"S Aimmmm��im pimm �immm�n �mm �nw>m �"m x' m u-JN nam m8oi mgb','m=='a wnuiU mp $.iNw--u oE�E'rP^pywnyyc.yzmiyAz r3„aou or .S�Jrid 6d i�AwNro51 'wO b"u googw�o gJs e�uu3Uum-`tU;'�a>y,:35No�gg�1�1£ ..�N� aNwouu�m�vrwu ttAAyy llnnd♦♦�. . >roro >r'��'"• z�4 �i N- -+ m A��m mco�� ON_ >y rsl S;m;o umr NSA n _�>oa� zy m Ow mL�mZy#� zpp m f�Z+ {rmZ02m+� EEFFK EmmmmF � �+> �J. i» U�±uow���yWim m EEFEEEEEmEAf Fm'rI mmm� gE' NNpUOT NNNopOi((.�.��p 2 Oip6nbWN+�m yiNy�2~T�O�TOwONp-I OOm 44 y 7 m_O,J{OO+ Q�.TpNp p �Om m9&�v4 ,��mmymmAoTJ i i�'� ZQyoygm+mm�(�+ >��p�pA// Z A m T�my n yOm .Opo ymmyr'm�rn{aymmmy mg y0-iOm ~�mylpAZw<--ml-lyy--1*Im+iD O p�yZ vb O V 2 I.1 �mI9- oZm>N K 9 Z N O O 000000000000>1, >El y- �-p�• 8 > >>>>x>>>>>>>>DDD>>>OOlS�1000p~DyF'OOOOO>OOO 29-i 4 y 0 Q Q 9 4 4 4 Q Q P 9 L L 9 4 O t x L y 9'= O A g y y 9 y 9 m Z 0 A 4 4 4zZc�+i�Ai C H m y'n' a i�� PamC env �y3y��-zi-zip-zi?y44 H. Q� A � -QzQ.-4. 4yc�yy �m y�z�iozz�'z n mr�I.,- Q m i �g� � y egggxi�2 m >go�omQ og>��m K�Cp1<<y \� m�OmS x N N a>i Zm 9AOm �� QN rNfii � pzp o mooz zSCny \ A O<< wIpCZo CC~ 4Z'J A 4 ]�IAim Lm Zm^� .O. 'oz ZT�mDDZ z �Om KO yAZy ti Ze� Z�mO Z� > -A1 pp ~ >>> OD Z4j pNp pA i 1,1 A m�ypAyp J� O mmC� m Z >S N 01�� O m o ;o > 0,, �-�j K t>nTT t- mZ o_ ^' yS m y . mi n o>>mrfli z42 S - mmN = ss iYniCi"KSL'z �= M90 �- my Q'g�umAi xyA hz YY'z11 O ; M� m A po >> A mSAR - u OQ20y Z > s g yg D m o Noh r go=om moz� > �p ei ~� o TI Uzm�o z Au N 0 0 0> �m9>� A c~$ rn Z y mm A � G> Z m E N A7s��A »� �>> �g p7 Qi c .il Kiog� x IQs y�22NN �ACpO iw z p> = K Z > OZZ x m r m D Li > h 2 ti ti z QQci GF��mvm OOO DA�lrym�K �nc�5 > omNF�H A �; M 4� O)�9A gypg Y' O 7m v�-i88��tnc� Om Egg 2y10�1 O pOp �1 Vr> IO Z�C m0 CAw� Ny;�oEpfF�I" y Ogig .0 i f \t� �I b O N c g € g URN ° s"s 'o �m n 2 I > O s7 <Ac yn Fi iioc N OZL K� yO m O > O prp 0 A Z N 4 (Z y .. ... 90 c .2. n 4 n <o 9 22 E v z Z twin y o 0 7 D iy N Nvgc O m � mpi� NUM A i��>�� $g >S A YJZ 9 I C c Ili 0 p 2X� n mo = o v y �1 ig�g<� _ ii m n m o D K D 0 D `� `i$oz R. m 9 g I zt o MN m omS C 1 H i FS I O m y N h Z 0 7 rn N FIELDSTONE MEADOWS �A SUBDIVISION NO 4 — g my� BOOK 72, PAGE 1351 moo�N �'�� __ mm0 myo IZZ G UNPLA !LD OKW g agv a ACHD STORM z Z O N DRAIN EASEMENT I, w I ' J 04 co Da A N o D g p 00 mm n mm Z p I� y r u d u N 4 U1 _. cp cn A N y Cn N —a 03. N • r v Ila y a(5) 0 - 43 q �Z� O ss m mom y s9 i OAAcp l' D Nm0 N m cP Z yPO N 9 ODOD mo mZm N ZD mni �n /2 A 0 Om ZOO N p DO pz \ N Z ml o,�. 0hi (n 07tj O W In 43 _ y W N p co--� 00 N y V V PD f 0 O -N i 00 Z OD 3 W 9� > o w �n ;.y m� .0 TURTLE CREEK MI — SUBDIVISION N0.3 BOOK 85, PAGE 9573 M D yr SUNDIAL SUBDIVISION Hy 6f F PLAT LANDSCAPE PLAN [i fill Z MERIDIAN m5% tea_ 71 _r CD N co 4'-0' Mm m z 0 .. !., � > YI }}6��PIfl I`a4 ;{t cn gm m— O mnc- (a $ 1la 0.41311; d m m �1 s t S is tiai a=i } } (; ( m m s on ji gaf � aifi6Ca s tY Y�r �B � �Ie � D g�8�> c I� a¢la{ta3 7 . it t J: hill �}ig�I", 1 1i' I t t3 0 8 o y i# � JIN i oz 6. ggI @m So Sm � 3 � � S m 4. g pills ,. SUNDIAL SUBDIVISION FINAL PLAT LANDSCAPE PLAN MERIDIAN, IDAHO Hearing Date: May 6, 2008 File No.: FP-08-008 Project Name: Sundial Subdivision No. lb Request: Final Plat approval for 26 single-family building lots and 3 common lots on 7.70 acres in an R-4 zone by Gemstar Properties. Location: West of N. Linder Road and South of W. Ustick in the SW 1/4 of NE'/4 of T. 3N., R. 1 W., Section 2. _11 APR 2 2 2008 G1TY OF MERIDIAN CITY CI-FRK OFF 1",[ Page 1 of 2 Kristy Vigil From: Scott Noriyuki [Scott@thegemstar.coml Sent: To: Subject: Tuesday, August 14, 2007 2:21 PM Kristy Vigil FW: Sundial Subdivision Final Plat Report for 8-14-07 CC MTG Importance: High Kristy — As requested, please find my response to the Staff report for Sundial. Thank you and feel free to call anytime with questions. Scott From: Scott Noriyuki [mailto:scott@thegemstar.com] Sent: Tuesday, August 14, 2007 10:11 AM To: 'Bilderback, John' Subject: RE: Sundial Subdivision Final Plat Report for 8-14-07 CC MTG John — I have reviewed the staff report for the proposed Sundial Subdivision Final Plat and agree with all conditions. I will not be able to attend this hearing tonight and am hoping that yourself or someone from your firm can represent Gemstar. Please forward this email to Meridian P&Z Staff to ensure they have on record Gemstar's acceptance of the conditions. Thank you and feel free to call anytime with questions. Scott From: Bilderback, John[mailto:BilderbackJohn@stanleygroup.com] Sent: Thursday, August 09, 2007 4:04 PM To: Scott Noriyuki Subject: FW: Sundial Subdivision Final Plat Report for 8-14-07 CC MTG Importance: High FYI From: Jennifer Veatch[mail to:veatchj@meridiancity.org] Sent: Thursday, August 09, 2007 3:46 PM To: Tara Green; Will Berg; Sharon Smith; Machelie Hill; C. Caleb Hood Cc: Ted Baird; Bill Nary; Bilderback, John Subject: Sundial Subdivision Final Plat Report for 8-14-07 CC MTG Please find attached the staff report for [lie proposed Sundial Subdivision Final Plat for Genistar Properties (FP-07-022). This item is scheduled to be on the City Council agenda on August 14, 2007. The public hearing will be held at City Hall, 33 E. Idaho Avenue, beginning at 7:00 pm. Please call or e- 8/14/2007 Exhibti "a" Susan Wzldwood, Chartered Attorney -At -Law May .30, 2007 City of Meridian Planning and Zoning Commission and Director 660 East Watertower Lane, Ste 202 Meridian, ID 83642 Post Office Box 6502 Boise, Idaho 8.3707 Office» (208) .383-0390 Fax:- (208) .343-.3756 RE: Application by Gemstar Development, LLC for Approval of an Application to for - Approval of a Preliminary Plat for Ten and fifty-seven hundredths (10.57) Acres, Located in Section 2 T2N, R1W, Boise Meridian, City of Meridian, Idaho Dear Commissioners and Director, I, and Stanley Consultants, Inc., are the representatives for Gemstar Development, LLC (hereinafter, Gemstar), which is the contract purchaser of the above referenced real property (hereinafter Property). As noted above the Property that is the subject of these applications consists of approximately ten and fifty-seven hundredths (10.57) acres. This letter, is written on behalf of Gemstar as its Narrative supporting its request for' approval of the above -referenced application and is submitted with the application, checklist, various exhibits as well as fees in the sum of Two Thousand One Hundred Fifty Dollars ($2,150) per the Meridian Development Application Review free schedule effective 9/15/05. Ownership: The property is owned by The John L. Ernest and Annabeth C. Ernest Trust, Gary L. Ernest, Virginia J. Ross and Kathy Kisler. The land was transferred into their ownership by Personal Representative Deed, a copy of which is attached as Exhibit 1 together, with their Affidavits of Legal Interest. Description and Location of Property The property is an unimproved parcel located west of Linder Road and South of Ustick Road. It is essentially an infilI parcel that is surrounded by other subdivisions. Please see the vicinity map attached as Exhibit 2. The property was annexed into the City of Meridian as part of the annexation for the Turtle Creek Subdivision, but was not platted because of an existing lease for the cellular tower in the center, of the property. At the time of annexation, the property was zoned to R4. Proposed Development The lease for the cellular tower will terminate not later than 2014 based on an automatic renewal provision in the original lease. The lot on which the tower is located cannot be platted as a second phase because of timing requirements under the City ordinances. Because of these site and ordinance constraints, it is not possible to develop the entire parcel with this application. May 30, 2007 Page 2 Instead, Gemstar, proposes to develop the outer perimeter- Iots that can be developed with the center platted as a single lot until the termination Of the cell tower lease. Please see Exhibit 3. Phase 1 will consist of thirty (30) residential lots, three (3) common area lots and Lot 2.3, the large undeveloped Lot on which the cellular tower, is located. Utilities will be stubbed into Lot 23 in preparation for development of that Lot as Phase 2, discussed below. Prior to the expiration of the lease, Gemstar, or' its successors, will apply to replat the center, lot, which is shown as Lot 23, Block 2 on the proposed preliminary plat to complete the entire development. In order for the City to have a vision of the project at full build out, we have developed a proposed layout for, Phase 2, Lot 23, BIock 2 on the proposed plat. Please see Exhibit 4. Net and Gross Density, Common Areas as Net Usable Open Space and Lot Sizes Gemstar has calculated the gross and net density with the peculiarities of Lot 23 in mind. Lot 23 is approximately one hundred twenty thousand nine hundred twelve (120,912) square feet or two and seventy-seven hundredths (2.77) acres. Inclusion or exclusion results in the following densities: Net Density -- excluding Lot 23 .3.85 dwellings per acre Gross Density — including Lot 23 2.84 dwellings per acre Common Areas — excluding Lot 23 0.54 acres or 5% of Phase 1 The Common Areas are Lots 4 and 9 of Block 1 and Lot 8 of Block 2. All three Lots are fully landscaped as illustrated on the Landscape Plan Map attached as Exhibit 5. In addition to the tree and turf landscape on each Lot, the following additional amenities are planned: Lot 4: Picnic area with concrete pad including barbecue area and covered shade structure with open walls Lot 9: Combination multi -use sand lot area sized for sand lot volleyball including permanent poles and removable net that can also be used for dual horse shoe pits Lot 8, Block 2 will be planted with turf and trees as illustrated on the Landscape Plan and will provide access into Lot 2.3. As illustrated on Exhibit 4, when Lot 23 is developed, Lot 8 will provide access into the future open -space area planned for Phase 2. Lot Sizes The proposed lot sizes and range are as follows. All of the following exclude Lot 23: Smallest:. 5,103 (Lot 2, Block 1) Largest: 1.3,701 (Lot b, Block 1) Average: 8,370 May 30, 2007 Page 3 The ranges are as follows: 5,000 — 5,999 Block 1: Lots 1, 2 Block 2: Lots 16 and 22 6,000 — 6,999 Block 1: Lots None Block 2: Lots 17 and 20 7,000 — 7,999 Block 1: Lot 11 Block 2: Lots 1, 3, 9, 11 and 19 8,000 — 8,999 9,000 — 9,999 Block 1: Lot 3 Block 2: Lots 4, 5, 6, 7,10,12,15 and 18 Block 1: Lot 10 Block 2: Lot 1.3 10,000—10,999 Block 1: None Block 2: Lots 2 and 21 11,000—11,999 Block 1: Lots 5, 8 Block 2: None 12,000—12,999 Block 1: None Block 2: Lot 14 13,000—13,999 Block 1: Lots 6, 7 Block 2: None Although the total number of lots in Phase 2 will be smaller, Gemstar projects the same lot range distribution for that phase. Proposed Zoning: The property is currently zoned R4. As noted on the proposed preliminary plat, the proposed zoning is R-8. As noted above, the lot sizes are above the minimum required for the R4 zone. The basis for the request for the R-8 zoning is that the cell tower site constraints result in larger lots, but smaller lot frontage widths. Please see the proposed plat. The proposed lot frontage widths comply with the R-8 zoning. Sewer and Water The project would be served by City of Meridian sewer and water. The proposed layout is illustrated both on the Preliminary Plat as well as the conceptual engineering plans that are submitted herewith. Roads and Access The project would be served by connecting to existing stub streets at either end of the proposed public road that transverses Phase 1 in a circular pattern. The actual street names may be different within the project as required by the City of Meridian. The connecting stub roads are F ieidstream Drive and W hiteiaw Drive. The proposed roads are paved public roads, constructed to the City of Meridian public works and subdivision standards with attached sidewalks. Because these are local roads, no special landscaping is required along the roadway and is not shown on the Landscape Plan other than the common area lots. Although it appears that the actual block length exceeds current standards, Lot 8, Block 2 does provide a break in the block length as a common area access in to Lot 23 to be developed as part of Phase 1 with access into the subsequently developed Lot 2.3 in Phase 2. The block length from Whitelaw to Lot 8 is five hundred twenty-eight (528) feet and from Fieldstream Drive, it is five hundred and ninety-six (596) feet. This was been reviewed with staff' prior to submission of this application. May 30, 2007 Page 4 Neighborhood Meeting• A neighborhood meeting was held on October 3, 2006. The Notice, proposed lot layout vicinity map, signup sheet/Certification, and mailing labels are attached as Exhibit 6. Conclusion: Gemstar Development respectfully requests that you approve this application for, preliminary plat for the Sundial Subdivision. Very truly yours, e/ ajan; w Susan Wildwood cc: Client(s); file DAIE: 5/31 /2007 PROJECT: Sundial Subdivision Subject: Site Amenities Detail A picnic area will be constructed with a 12'x ]2' concrete pad including a barbecue area with post mount grill and a 12'x]2' covered shade structure with open walls as illustrated A multi -use sand lot area, sized for sand lot volleyball including permanent poles and removable net that can also be used for dual horse shoe pits. St, kr. ---------- DESCRIPTION FOR SUNDIAL SUBDIVISION NO.1 APRIL 17, 2008 A PARCEL OF LAND BEING A PORTION OF SW 1/4 OF THE NE 1/4 TOWNSHIP 3 NORTH, RANGE 1 WEST, BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NE 1/ 4 (NORTH 1/ 4 CORNER) OF SECTION 2, T.3N., RAW., B.M., THENCE S 00015'25" W 1367.80 FEET TO THE NORTHWEST CORNER OF THE SW 1/ 4 OF THE NE 1/ 4 OF SAID SECTION 2, THE REAL POINT OF BEGINNING OF THIS DESCRIPTION; THENCE S 89017'46" E, 706.74 FEET ALONG THE NORTH LINE OF SAID SW 1/ 4 OF THE NE 1/ 4 TO THE NORTHWEST CORNER OF TURTLE CREEK SUBDIVISION NO.3; ALONG THE BOUNDARIES OF TURTLE CREEK SUBDIVISION NO.3 AND NO.2 THE FOLLOWING: THENCE S 00020'16" E 105.16 FEET TO A POINT; THENCE S 89017'39" E 55.66 FEET TO A POINT; THENCE S 03020'15" E 50.12 FEET TO A POINT; THENCE S 00042'24" W 66.74 FEET TO A POINT, - THENCE S 60040'50" W 81.15 FEET TO A POINT; THENCE S 39015'15" E 110.00 FEET TO A POINT; THENCE S 50044'45" W 36.34 FEET TO A POINT ON A CURVE; THENCE 17.45 FEET ALONG A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 20.00 FEET, A DELTA ANGLE OF 49°59'06", A TANGENT OF 9.32 FEET, AND A CHORD BEARING S 75044'36" W 16.90 FEET TO A POINT OF REVERSE CURVATURE; THENCE 150.91 FEET ALONG A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 50.00 FEET, A DELTA ANGLE OF 172056'06", A TANGENT OF 809.95 FEET, AND A CHORD BEARING S 07009'55" W 99.81 FEET TO A POINT ON A CURVE; THENCE S 03015'15" E, 122.91 FEET TO A POINT; THENCE S 50044'45" W, 43.66 FEET TO A POINT; THENCE N 39017'14" W, 71.87 FEET TO A POINT, - LEAVING THE BOUNDARY OF TURTLE CREEK SUBDIVISION NO.3; THENCE N 39015'15" W 114.71 FEET TO A POINT; THENCE N 10025'44" E 112.27 FEET TO A POINT; THENCE N 15012'01" W 53.99 FEET TO A POINT; THENCE N 33035'56" W 66.21 FEET TO A POINT; THENCE N 55055'50" W 79.39 FEET TO A POINT; THENCE N 76041'30" W 56.04 FEET TO A POINT; THENCE S 86009'56" W 56.04 FEET TO A POINT; THENCE S 69001'22" W 56.04 FEET TO A POINT; THENCE S 51 °52'47" W 56.04 FEET TO A POINT; THENCE S 32022'07" W 71.36 FEET TO A POINT; THENCE S 12051'26" W 56.04 FEET TO A POINT; THENCE S 04017'09" E 56.04 FEET TO A POINT; THENCE S 21 °25'43" E 56.04 FEET TO A POINT; THENCE S 31 °58'05" E 66.72 FEET TO A POINT; THENCE S 68044'10" E 60.42 FEET TO A POINT; THENCE S 50044'45" W 65.76 FEET TO A POINT ON THE NORTHEAST CORNER OF TURTLE CREEK SUBDIVISION NO. 2; ALONG THE BOUNDARY OF TURTLE CREEK NO.2 THE FOLLOWING: THENCE S 13035'36" W 70.97 FEET TO A POINT; THENCE N 89050'17" W 155.00 FEET TO A POINT; THENCE S 00015'25" W 12.33 FEET TO A POINT; THENCE N 89012'32" W 105.00 FEET TO A POINT ON THE WEST LINE OF SAID SW 1/ 4 OF THE NE 1/ 4; LEAVING THE BOUNDARY OF TURTLE CREEK SUBDIVISION NO.2; THENCE N 00015'25" E 694.15 FEET TO THE REAL POINT OF BEGINNING OF THIS DESCRIPTION, SAID PARCEL CONTAINING 7.70 ACRES, MORE OR LESS. ADA COUNTY RECORDER J. ➢AVID NAVARRO Ah10UNi 9,➢0 3 BOISE IDAHO &2BlO6 04:34 PM 01oneeffifle0o, AEC RDEO-REQUEST OF(1((li(Illl(lll(tlllllllllfill Ulf V �,�e Pioneer 1 Bo2t3l F319 a_.._.::.;. GOING 8EYaN0 8151 W, Rilleman Ave. / Boise Idaho 837041(208)377-3'100 WARRANTY DEED::!; For Value Received Annabeth C. Emest Trust' 'O'f The Jahn LErirtlsYand Anpehi t1r .C. Ernest Revocable Living Irast established on the 11 °' day of 7uve; 1992, as to an undivided ii interest and Gary L Ernest, a married man dealing with his separate pmperfy as to an'undivi.ded 1/691 interest and Virginia 1 Ross and Earl Ray Ross, Wife and Husband, as to an undivided 1/6's interest and Kathy Kislar, an unmarried property as to an undivided 1/6's interest hereinafter referred to as Grantor, does hereby grant, bargain, seat, viarraat and coovey unto Gemstar Properties, L:L;C; hereinafter referred to as Grantee, whose current address is 738 S Biidgeway ]']ace, sfe, 100, Eagld; Ill 83616-6096 the following described premises, to -wit: SEE E)MM17I A AI'TACHEI7 HE1ZE I'0 AND MADE APART HEREOF.. I o 14AVE AND 10 HOLD the said premises, with the if- 6 lenances unto die said Grantee; his heirs and assigns forever, And the said Grantor does hereby covehantto and with the said Grantee, that .Grantor is the owner in fee simple of said -premises; that said premises'are free from all.'enoumbrances except current Years taxes, levies, and assessments, and except U.S Patent reservations;resicictioas, easements ofrecord, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever Dated: December 18, 2006 JOln L, and Annabeth C, Ernest Revocable living Trust, established on the 11 th day of June,1992 Annabeth G.. Ernest, Trustee Gary JAMest See attached acknowledgements Ac"RNOWLEDGMENI -individual SIAIE OF _Wa-gA i nel4o n . County of _7-7q('t'r +e' n .55 On this 62-74-4 . day of -beC_P inn � B.,,-December in the year of, 2006 T , before me — J The Undersigned a notary public, personally appeared Gary L. Ernest _ known or identified to me to be the person whose name _- _ zs subscribed to the within i2$__tr,UfiiEf fflt&1rf},acknowledged tome that he. -_ executed the same 0 (j Notary Public: tesidingat,' s2lGt e (a-30-01 8'Commission Expires: ACKNOWLEDGMELR'P "fneliyiidual l STATE OF �WQSA tvr nTUYr County of ss On this. pecem er in the year of 2QQfi _-_ before me -- _— ----'------------.��TfnAarc;o Pi -- anotarypublic personally appeared ---- Bashg IN c7 or ---- - --.-. --- known or identified to me to be the person — _ whosenarr,e -t a - subscribed aira� d knowled ed to me that to the within ir��� '� g _—,she „ executed the same. • 44^ oo„ `o9totaryPublic: a `-:7.afLU@s esidin at: _ ommissionExpires: ACKNOWLEDGMENT • Individual MA'I E OF Z� IIS f lil,County of On this_ om %`� day of December -- , in the year of 2006 - before me --- --_ - The Undersignad __ a notary public. personally appeared _ _ - - Virginia J. Ross known or identified to me to be the person — whose name s are — -T subscribed to the within instrument, and acknowledged to me that _. t _he Y_ executed the same 4CCC44fl�aDCdCpa c�oo��g4A b, ��DnnN Notary Public: — o yj ;Residing at; Commission Expires: 4D-:3 0-0 V ACKNOWLEDGMENI - Fiduciary/Official STATE OF._��iSYllrtc��x County of is On this.' day of December —,in the year of_ 2006 ,before me The Undersigned —A—,a notary public peisonallyappeared _— Annabeth C. Ernest known _or_ ido@�•ttfet NNPtdzma to be the. person whose name is subscribed to the within instrument -as and acknowledged to me that sbe executed the same as such ee,.sh� Notary Public: rP '�b''FF•F j Residing at: l t�----- e MY Commission Expires: _.`�� ` 3,2 'ad - F EXHIBIT A Aparcel of land being apordon of the SW '/. of the NE'/< of Seaton 2,'I ownship 3 North Range I West, Boise Meridian, City of Meridian, County of'Ada, State of Idaho, being morb pardcularly described as follows; BEGINNING at a found 518" iron pin monumenag the center of North I116 s tamer of'said Section 2, the REAL POINT OF BEGINNING, from which the %' of said sections bears North 00'15'35" East 1369 30 feet; Thence along the proposed exterior boundary the following courses: T South 99*17'36" Bast 706.76 feet; thence South 00'20'16" East 105.02 feet; Ihence South 89'17'39" East 55 66 feet; Ihence South03'20'08" East 50.15 feet; Ihence Snuth00'42'24"West 66 71 feet; Ihence South 60'40'50" West 81 15 feet; Thence South 3995' 15" East 110.00 feet; Thence South 50144'45" West 36 34 feet; Ihence 17.45 feet along a curve to the right, having a central angle 61149'59'42", a radius of 20 00, feet, and a long chord bearing of South 75'44'36" West 16..90 feet; Thence 163 32 feet along a curve to the left, having a central angle of 18 7109'04", aradius of 50 00 feet, and a long chord and bearing of South 07'09'55" West99 81 feet; Thence South 03°15'15" East 122.91 feet; Tbence South 50'44'45" West 43.75 feet; 1benceNorth39'17'14" West 71.81 feet; Thence South 50'44'45" West 105 00 feet; Thence North 39'15' 15" West 3018 feet; Ihence 166.49 feet along a non -tangent curve to the lcft; having a cbndal angle of 182152'56", a' radius cf 5216 feet, and along chord and bearing ofNorth 89'29' 17" West 104.29 feet; Thence 18 04 feet along a curve to the right, having a central angle of 51'40'30", a radius of 20.00 feet, and a long nbord of and bearing of South, 24'54'30" West,17 43 feet. Thence South 50'44'45" West 74.27 feet (formerly 7155 feet); Thence North 39'15'15" West 110.00 feet•, Thence South 50'44'45" West 28 21 feet; Ihence South 13'35'36" West 70.97 feet; Thence North 89'50'I7" West 155,00 feet; Thence South 00'15'25" West I2.33 feet; Thence North 89'12'32" West 105.00 feet; Ihence North 00115'25" East 694.15 feet to the RIF. POiNI' GFBEGiNN1NG. ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 880 2 8015E IDAHO 1212B105 04:34 FM DEPUTY Gall Dwell 111iillilillilllllllllll(tllllilllill YPionee r" i: RECORDED -REQUEST OF Pioneer 1 fl6201021 � 1Na B E y 0 N b 8151 W Rifleman Ave / Boise, Idabo 83 764 7 (203) 3 7 7..2 700 : °•• QUITCLAIM DEEI) r 270651 For VaIueRcceived Annabeth: C. Ernest, an unmarried pdispn. do hereby convey, release, ramise and forever tjuit claim unto' `'•:' Gemstar Properties, L. C. whose address is the following described premises, to -wit: SEE EXEIMII A AT'T'ACEED II'r.REFO AND MADE A PARK IMREOF., together with their appurtenances. Dated: Decetnber22,2006 Annabel C.Eraest 3IAIE OF fiS , County of jt I ,1,4 6 , ss On this o21+'"day of December, in the year of'2006, before me Ili; Undersigned, notarypubhc personally appeared Annabeth C. Ernest known or identified to me to be the person/pe'rsons whose name islare sol scn'bed to the within instrument, and acknowledged to me that helshelthay exedni'tad the same rev, a _ .r`i�' '� • Vie....... ��.-�r'uv, tuy G I N I•f )A 1: EAiILO Notary Nblic'ofidalro W4cShtvr Residing ai:a �_�a;, Ta r, oS% (LE "dr 6.Dp" Cammissiage7cPires:r tt,4W �. �' % B3=1T A - •'` 6' 1 Aparcel ofland being a portion of the SW'/, of the NE'/. of Section Z Township 3 North, Range I West, Boise Meridian, City ofM,ridian, County efAda, Slate of'Idaho, being more,particularly described as follows: BEGINNING at a found 518" imn pin monuurenling the center ofN6kth III 6's corner of said Section 2, the REAL POINT OF BEGINNING, from which the M1, ofsaid secfibns beaFsNorth 00'15'35" East 1368 30 feet, Thence along the proposed exterior boundary the following courses: :x South 899 T36" East 706.76 feet; r Thence South 00'20'16" East 105.02 feet Thence South 899 T39" East55 66 feet; Thence South 03120'08" East 50.15 feet; Theacc South 00'42'24" West 6671 feet; Fhence South 60040'50" West 81 15 feet;' Thence South 39'15' 15" East 110.00 fief;` Ihence South 50'44'45" West3634 feet; Ibet ce 17.45 feet along a curve to the right, having a central angle of 49"59'42", a iadin s of 20 00 feet, and along chord bentvzg of South'75'44'36" West 16 90 feet; Thenca 163,32 feet along a curve to tha left, Laving a central angle of 187'09.'d4", a radius of'M 00 feet, and a long ehord andbearing of South 07'09'55" West 99.81 feet; Thence South 03'LS'15" East 122.91 feet; Ihence South 50"44'45" West 43.75 feet;' Ihence North3911 P14" West 71,81 feet; Ihence South 50'44'45" West 105.00 feet; Ihence North 39' 15'15" West 30 18 feet; Thence 166;49 feet along a non -tangent curve to the left, having a cehiid angle of 182152'S6", a radius of 52,16 feet, and a long'chord and bearing of North 89'29' 17" West 104.29 feet; Thence 18 04 feet along a curve to fhe right, baviug a central angle of R'40'30", a radius of 20.00 feet' and ; along chord of and bearing of South 24..°54'30" West 17.43 feet; Thence South 50'44'45" West 74.27 feet (formerly 7155 feet); Ihence North39'15'15" West 110,00 feet; Ihence South 50'44'45" West 28 21 feet; } Ihence South 13'35'36" West 70.97 feet; Thence North 89'50' 17" West €55.00 feet; ;rtip • t Ibence South 00'15'25" West 12.33 feet; ' 7honceNorth 89'12'32" West 105.00 feet; Ihanee North 00' 15'25" East 69415 feet to the REAL POINT OP BEGI T*A' 1 'C RECORDATION REQUESTED BY: WASHINGTON TRUST BANK SOUTHERN IDAHO REGION BUILDER SERVICES (3570) 3251 E, PRESIDENTIAL DRIVE MERIDIAN, ID 83642 6009 WHEN RECORDED MAIL TO: WASHINGTON TRUST BANK SOUTHERN IDAHO REGION BUILDER SERVICES (3570) 3251 E. PRESIDENTIAL DRIVE MERIDIAN- ID 83642.6009 ADA COUNTY RECORDER J. DAViD NAVAPRO AMOUNT 2100 7 80131IDAHO 17i28i00 04:31 Phi { RECORDED- HIQUESTOP!iil�1IIIIIlI111i1II11IIlII)Ii111!!I f)oRaer 106201022 SPACE ABOVE THIS LiNE IS FOR RECOROEA'S USE ONLY DEED OF T'RL)ST T'HiS DEED OF TRUST is dated December 15, 2006, among Gemstar Properties, L.L.C., an Idaho Limited liability Company, whose address is 738 S. Bridgeway Place, Suite 100, Eagle, ID 83616.6096 t"Grantor"); WASHiNGTON TRUST BANK, whose address is SOUTHERN IDAHO REGION BUILDER SERVICES (3570), 3251 E. PRESIDENTIAL DRIVE, MERIDIAN, ID 83642-6009 (referred to below sometimes as "Lander" and sometimes as "Beneficiary"); and Pioneer Title Co. of Ada County, whose address is 8151 W. Rifleman Avenue, Boise, ID 83704 (referred to below as "Trustee") CONVEYANCE AND GRANT.. For valuable consideration, Grantor does hereby Irrevocably grant, bargain, set] and convey in trust, with power of sale, to Trustee for the benefit of Lender as Beneficlary, all of Grantor's right, i1va, and Interest In and to the following described real property, together with all existing or subsequently erected or affixed buildings, Improvements and fixtures; all easamants, rights of way, and appurtenances; all water, water rights and ditch rights (including stock In utilities with ditch or irrigation rights); and all other rights, royalties, and profits relating to the reel property including without limitation all minerals, oil, gas, geothermal and similar matters, (the Real Property") located in Ada County, State of Idaho; See Exhibit A, which is attached to this Deed of trust and made a part of this Deed of Trust as if fully set forth herein. The Real Property or its address is commonly known as NA, 30 proposed lots to be known as Sundial Subdbvislon in Meridian, Ada County, Idaho, Meridian, ID.. CROSS-COLLATERALIZAT'ION. In addition to the Note, this Deed Of Trust secures ell obligations, debts and liabilities, plus interest thereon, of Grantor to Lander, or any one or more of them, as well as all claims by Lender against Grantor or any one or more of them, whether now existing or hereafter ariaing, whether related or unrelated to the purpose of the Note, whether voluntary or otherwise, whether due or not due, direct or Indirect, determined or undetermined, absolute or contingent, liquidated or unllquldated, whether Grantor may be liabie individually or Jointly with others, whether obligated as guarantor, surety, accommodation parry or otherwise, and whether recovery upon such amounts may be or hereafter may become barred by any statute of lifnitadons, and whether the ebiigatlon to repay such amounts may be or hereafter may become otherwise unenforceable. Grantor presently assigns to tsndar (also known as Beneficiary In this Deed of Trust) ell of Grantor's right, title, and interest in and to all present and future lead9s of the Property and all Rents from the Property. In addition, Grantor grants to Lander a Uniform Commercial Cade security interest in the Personal Property and Rants THIS DEED OF TRUST, INCLUDING THE ASSIGNMENT OF RENTS AND THE SECURITY INTEREST IN THE RENTS AND PERSONAL PROPERTY, IS GIVEN TO SECURE (AI PAYMENT OF THE INDEBTEDNESS AND 13) PERFORMANCE OF ANY AND ALL OBLIGATIONS UNDER THE NOTE. THE RELATED DOCUMENTS, AND THIS DEED OF TRUST THIS DEED OF TRUST IS GIVEN AND ACCEPTED ON THE FOLLOWING TERMS: PAYMENT AND PERFORMANCE„ Except as otherwise provided In this Dead of Trust, Grantor shal pay to Lender all amounts secured by this Deed of Trust as they become doe and shall strictly and in a timely manner perform of of Grantor's obligations under the Note, this Dead of Trust, and the Related Oocuments ........ POSSESSION AND MAINTENANCE OF THE PROPERTY Grantor agrees that Grantor's possession and use of the Property shag be governed by the following provisions: Possession and Use, Until the occurrence of an Event of Default, Grantor may 11) remain In possession and control of the Property; 12} use, operate or manage the Property, and 13) collect the Rents from the Property, The following provisions relate to the use of the Property or to other limitations on the Property. THE REAL PROPERTY EITHER 19 NOT MORE THAN FORTY (40) ACRES IN AREA OR iS LOCATED WITHIN AN INCORPORATED CITY OR VILLAGE Duty to Maintain. Grantor shall maintain the Property In tenantable condition and promptly perform all repairs, replacements and maintenance necessary to preserve its value Nuisance, Waste. Grantor shall not cause, conduct Or peimit any nuisance nor commit,. permit, or suffer any stripping of or waste on or to the Property or any portion of the Property. Without Limiting the generality of the foregoing, Grantor will not remove, or grant to any other party the right to remove, any timber minerals (including ail and gas), coal, clay. scoria sol, gravel or rock products without Lander's prior written consent Removal of improvements. Grantor shall not demolish or remove any Improvements from the Rea; Property without Lender's prior written cnnsant. As a condition to the removal of any Improvaments, Lender may require Grantor to make arrangements satisfactory to Lander to replace such Improvements with improvements of at least equal vacua Lenders Right to Enter. Lender and Lender's agents and representatives may enter upon the Real Property at all reasonable times to attend to Lender's Interests and to Inspect the Real Property for purposes of Grantor's compliance with the terms and conditions of this Deed of Trust Compliance with Governmental Requirements. Grantor shall promptly comply with al) laws, ordinances, and regulations, now or hereafter in effect, of all governmental authorities applicable to the use or occupancy of the Property, Including without timitation, the Americans With Disabilities Act. Grantor may contest in goad faith any such law ordinance, or regulation and withhold compliance during any proceeding, Including appropriate appeals, so long as Grantor has notified Lender in writing pilot to doing so and no long as, In Lender's sofa opinion, Lender's Interests In the Property are not Jeopardized Lander may require Grantor to post adequate security or a surety bond, reasonably satisfactory to Lenderto protect Lender's Interest Duty to Protect. Grantor agrees neither to abandon or leave unattended the Property. Grantor shall do all other acts, in addition to those acts set forth above in this section which from the character and use of the Property are reasonably necessary to protect and preserve the Property DUE ON SALE - CONSENT BY LENDER. Lender may, at Lender's option, declare Immediately due and payable all sums -secured by 'his Deed of Trust upon the sale or transfer, without Lender's prior written consent, of all or any part of the Real Property, or any Interest In the Real Property. A 'sale or transfer" means the conveyance of Real Property or any right title or interest in the Rea) Property; whether legal,, beneficial or equitable; whether voluntary or InVOILrrtafy) whether by outright sale, dead, installment Sara contract, land contract contract for deed, leasehold Interest with a term greater than three 13) years.. lease -option contract, or by safe, assignment, or transfer of any beneficial interest In or to any land trust holding tftia to the Real Property, or by any other method of conveyance of an interest In the Real Property. if any Grantor Is a comoration, partnership or limited liability company, transfer also includes any change In ownership of more than rnenty-five. percent (25%) of the voting stock, partnership interacts or limited liability company interests, as the case may be. of such Grantor However this option shall not DEED OF TRUST (Continued) Page 2 be exercised by Lander if such exercise is prohibited by federal law or by Idaho law TAXES AND LENS.. The following provisions relating to the taxes and lions on the Property are part of this Deed of Trust: Payment. Grantor shall pay when due land In all events prior to delinquency) all taxes, special taxes, assessments, charges (including water and sewer), fines and Impositions levied against or on account of the Property, and shall pay when due all claims for work done on or for services tendered or material furnished to the Property Grantor shall maintain the Property free of all liens having priority over or equal to the interest of Lander under this Deed of Trust, except for the lien of taxes and assessments not due and except as otherwise provided In this Deed of Trust Right to Contest.. Grantor may withhold payment of any tax assessment, or claim in connection with a good faith dispute over the obligation to pay, so long as Lender s Interest in the Property Is not Jeopardized.. It a lien arises or is filed as a result of nonpayment, Grantor shall within fifteen (IS) days after the lien arises or, If a lien is filed, within fifteen 115) days after Grantor has notice of the filing, secure the discharge of the lien, or if requested by Lendar, deposit with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender in an amount sufficient to discharge the lien plus any costs and reasonable attorneys' fees, or other charges that could accrue as a result of a foreclosure or sale under the lien In any contest, Grantor shall defend itself and Lender and shall satisfy any adverse judgment before enforcement against the Property Grantor shall name Lender as an additional obllgeo under any surety bond furnished in the contest proceedings Evidence of Payment. Grantor shall upon demand furnish to Lender satisfactory evidence of payment of the taxes or assessments and shall authorize the appropriate governmental official to deliver to Lender at any time a written statement of the taxes and assessments against the Property Notice of Construction. Grantor shall notify Lender at least fifteen 116) days before any work is commenced, any services are furnished, or any materials are supplied to the Property, If any mechanic's lien, materialmen's lien, or other lien could be asserted on account of the wart, services, or materials. Grantor will upon request of Lender furnish to Lendar advance assurances satisfactory to Lender that Grantor can and will pay tits cost of such improvements PROPERTY DAMAGE INSURANCE The following provisions rotating to Insuring the Property are a part of this Deed of Trust Maintenance of Insurance. Grantor shalt procure and maintain policies of fire insurance with standard extended coverage endorsements on a fair value basis for the full Insurable value covering all Improvements on the Real Property in an amount sufficient to avoid application of cry coinsurance clause, and with a standard mortgagee clause In favor of Lender. Grantor shall also procure and maintain comprehensive general liability insurance in such coverage amounts us Lender may request with Trustee and Lander being named as addltlonal Insureds In such liability insurance policies. Additionally, Grantor shall maintain such other Insurance, including but not Ilmited to hazard, business tntantrPtlon, and boiler insurence, as Lender may reasonably require. Policies shall be written In form, amounts, coverages and basis reasonably acceptable to Landar and Issued by a company or companies reasonably acceptable to Lander Grantor, upon request of Lander, will deliver to Lender from time to time the policies or certificates of Insurance In form satisfactory to Lander, including stipulations that coverages will hot be cancelled or diminished without at least thirty (301 days prior written notice to Lender. Each Insurance policy also shall include an endorsement providing that coverage in favor of Lender will not be impaired In any way by any act, omission or default of Grantor or any other person. Should the Real Property be located in an area designated by the Director of the Federal Emergency Managerriant Agency as a special flood hazard area, Grantor agrees to obtain and maintain Federal Flood Insurance, if available, within 46 days after notice Is given by Lender that the Property Is located in a special flood hazard area, for the full unpaid principal balance of the loan and any prior Ilona on the property securing the loan, up to the maximum policy limits set under the National Flood Insurance Program, or as otherwise required by Lender and to maintain such insurance for the term of the loan Application of Proceeds. Grantor shall promptly notify Lender of any loss or damage to the Property Lender may make proof of loss If Greater fells to do so within fifteen (15) days of the casualty. Whether or not Lender s security is impaired, Lander may, at Lender's election, receive and retain the proceeds of any Insurance and apply the proceeds to the reduction of the Indebtedness, payment of any lien affecting the Property or the restoration and repair of the Property. if Lander elects to apply the proceeds to restoration and repair, Grantor shall repair or replace the damaged or destroyed Improvements in a manner satisfactory to Lender. tender shall, upon satisfactory proof of such expendlture, pay or reimburse Grantor from the proceeds for the reasonable cost of repair or restoration if Grantor Is not In default under tills --bead of Trust. Any proceeds which have not been disbursed within 180 days after their receipt and which Lender has not committed to the repair or restoration of the Property shall be used first to pay any amount owing to Lender under this Doed of Trust, then to pay accrued interest, and the remainder, if any, shall be applied to the principal balance of the Indebtedness if Lender holds any proceeds after payment in full of the Indebtedness, such proceeds shall be pald to Grantor as Grantor's Interests may appear Grantor a Report on Insurance. Upon request of Lander, however not more than once a year, Grantor shall furnish to Lander a report on each existing policy of insurance showing: ill the name of the insurer; 12) the risks insured; (3) the amount of the policy; 14) the property insured, the then current replacement value of such property, and the manner of determining that value; and 15) the expiration date of the policy. Grantor shall, upon request of Lender, have an Independent appraiser satisfactory to Lender determine the cash value replacement cost of the Property LENDER'S EXPENDITURES. If any action or proceeding is commenced that would materially affect Lender's Interest In the Property or if Grantor falls to comply with any provision of this Dead of Trust or any Related Documents. Including but not limited to Grantor's failure to discharge or pay when due any amounts Grantor is raqulred to discharge or pay under this Dead of Trust or any Related Documents, Lander on Granmr's behalf may (but shall not be obligated to) take any action that Lender deems appropriate, including but not limited to discharging or paying all taxes, liens, security Interests, encumbrances and other claims, at any time levied or placed on the Property and paying all costs for insuring, maintaining and preserving the Property, All such expenditures Incurred or paid by Lender for such purposes will then bear interest at tha rate charged under the Note from the date Incurred or paid by Lander to the date of repayment by Grantor. All such axpanses will become a part of the Indebtedness and, at Lender's option, will (AI be payable on demand; (8) be added to the balance of the Note and be apportioned among and be payable with any Installment payments to become due during either Ili the term of any applicable insurance policy; or f2) the remaining term of the Nota; or (C) be treated as a balloon payment which will be due and payable at the Note's maturity. The Deed of Trust also will secure payment of these amounts Such right shall be in addition to all other rights and remedies to which Lender may be entitled upon Default WARRANTY; DEFENSE OF TITLE The following provisions relating to ownership of the Property are a part of this Deed of Trust: Title. Granter warrants that; fall Grantor holds good and marketable title of record to the Properr/ In fee simple, free and clear of all liens end oncumbrancas other than those sat forth in the Real Property description or in any title Insurance policy, title report, or final iltla opinion Issued In favor of, and accepted by, Lander In connection whh thin Deed of Trust and ;b) Grantor has the full right, power. and authority to execute and deriver this Deed of Trust to Lender Defense of Title. Subject to the exception In the paragraph above, Grantor warrants and will forever defend the title to the Property against the lawful claims of all persons. In the event any action or proceeding Is commenced that questions Gtantor's title or the Interest of Trustee or Lender under this Deed of Trust, Grantor shall defend the action at Grantor's expense. Grantor may be the nominal parry in such proceeding, but Lender shall be entitled to participate in the proceeding and to be represented In the proceeding by counsel of Lender's own choice, and Grantor will deliver, or cause to be delivered, to Lender such Instruments as Lender may request from time to time to permit such participation Compliance With Laws. Grantor warrants that the Property and Grantor s use of the Property complies with all existing applicable laws, ordinances, and regulations of governmental authorities, Survival of Representations and Warranties, All representations, warranties, and agreements made by Grantor in this Dead of Trust shall survive the execution and delivery of this Deed of Trust, shelf be continuing In natureand shall remain In full force and effect unit) such time as Grantor's Indebtedness shag be paid in full CONDEMNATION. The following provisions relating to condemnation proceedings are a part of this Deed of Trust: - Prooeedlogs. If any proceeding In condemnation Is glad, Grantor shall promptly notify Lander in writing, and Grantor shall promptly take such steps as may be necessary to defend the action and obtain the award. Grantor may be the nominal party In such proceeding, but Lender shelf be entitled to participate in the proceeding and to be represented in the proceeding by counsel of its own choice, and Grantor wilt deliver or cause to be delivered to lender such Instruments and documentation as may be requested by Lander from time to time to permit such participation Apprication of Net Proceeds. If all or any part of the Property is condemned by eminent domain proceedings or by any proceeding or purchase in rieu of condemnation, Lendar may at Its election require that all or any portion of the not proceeds of the award be applied to DEED OF TRUST (Continued) Page 3 the Indebtedness or the repair or restoration of the Property. Tne net proceeds of the award shall mean the award after payment of all reasonable costs, expenses, and attorneys' fees Incurred by Trustes or Lender in connection with the condemnation. IMPOSITION OF TAXES, FEES AND CHARGES BY GOVERNMENTAL AUTHORITIES The following provisions relating To governmental taxes fees and charges era a part of this Deed of Trust: Current Taxes. Fees and Charges.. Upon request by Lender, Grantor shall oxecute such documents In addition to this Deed of Trust and take whstsver other acticn is requested by Lender to perfect and continue Lender's ten an the Real Property. Grantor shalt reimburse Lender for aft taxes, as described below, together with all expenses incurred in recording, perfecting or continuing this Deed of Trust, including without limitation all taxes fees, documentary stamps. and other charges for recording or registering this Deed of Trust. Taxes. The following shall constitute taxes to which this section applies: 11) a specific tax upon this type of Deed of Trust or upon all or any part of the Indebtedness secured by this Deed of Trust; (2) a specific tax on Grantor which Grantor is authorized or required to deduct from payments on the Indebtedness secured by this type of Deed of Trust; (3) a tax on this type of Dead of Trust chargeable against the Lender or the holder of the Note; and 14) a specific tax on all or any portion of the Indebtedness or on payments of prindpef and Interest made by Grantor Subsequent Taxes. It any tax to which this section applies Is enacted subsequert to the date of this Dead of Trust, this event shelf have the same effect as an Event of Default, and Lender may exercise any or aft of Its available remedies for an' Event of Default as provided below unless Grantor either 4t) pays the tax before it becomes delinquent, or (21 contests the tax as provided above in the Taxes and I lens section and deposits with Lender cash or a sufficient corporate surety bond or other security satisfactory to Lender SECURITY AGREEMENT; FINANCING STATEMENTS The following provisions relating to this Deed of Trust as a security agreement are a part of this Dead of Trust: Security Agreement„ This Instrument shall constitute a Security Agreement to the extent any of the Property constitutes fixtures, and Lsndor shall have all of the rights of a secured party under the Uniform Commercial Code as amended from time to time Security Interest. Upon request by Lander, Grantor shall take whatever action is requested by Lender to perfect and continue Lender's security Interest In the Rants and Personal Property. In addition to recording this Deed of Trust In the real property records, Lander may, at any time and without further authorization from Grantor, file executed counterparts, copies or reproductions of this Deed of Trust as a financing statement Grantor shall reimburse Lender for all expenses incurred in perfecting or continuing this security Interest. Upon default, Grantor shall not remove, sever or detach the Personal Property from the Property. Upon default, Grantor shall assemble any Personal Property not affixed to the Property in a manner and at a place reasonably convenient to Grantor and Lender and make It available to Lender within three f31 days after receipt of written demand from Lender to the extent permitted by applicable law Addresses The mailing addresses of Grantor (debtor) and Lender (secured party) from which information concerning the sanctity interest granted by this Dead of Trust may be obtained leach as required by the Uniform Commercial Cede) are as stated on the first page of this Deed cf Trust FURTHER ASSURANCES; ATTORNEY-IAt.FACT The following provisions relating to further assurances and attorney -infant are a part of this Dead of Trust: Further Assurances At any time, and from time to time, upon request of Lender, Grantor will make, execute and deliver, or will cause to be made, executed or deliverad, to Lander or to Lender's designee, and when requested by Lender, cause to be filed, recorded, refiled, or rerecorded, as the case may be, at such tlmas and In such offices and places as Lender may deem app(opriate, any and all such mortgages, deeds at trust, security deeds, security agreements, financing statements, continuation statements, Instruments of further assurance, cartlficates, and other documents as may, in the acle opinion of Lender, be necessary or desirable In order to effectuate, complete, perfect, continue, or presarva 17) Grantor's obligations under the Note, this Deed of Trust, and the Related Documents, and (2) the [lens and security Interests created by this Deed of Trust as first and prior liens on the Property, whether now owned or hereafter acquired by Grantor. Unless prohiblted by law or Lender agrees to the contrary in writing, Grantor shag reimburse Lender for all costs and expenses incurred In connection with the matters referred to in this paragraph. Attorney -In -Fact. if Grantor falls to do any of the things referred to In the preceding paragraph, Lender may do so for and in the name of Grantor and at Grantor's expense. For such purposes, Grantor hereby irrevocably appoints Lender as Grantor's attorney-In•faet for the purpose of making, executing, delivering, filing, recording, and doing all other things as may be necessary or desirable, In tender's sole opinion, to accomplish the matters ,starred to in the preceding paragraph FULL PERFORMANCE.. if Grantor pays all the Indebtedness when due, and otherwise parforms all the obligations imposed upon Grantor under this Deed of Trust, Lender shall execute and deriver to Trustee a request for full reconvayance and shall execute and deliver to Grantor suitable statements of termination of any financing statement an ige evidencing Lender's security Interest In the Rents and the Personal Property Any reconveyance foe required by law shall be paid by Grantor, It permitted by applicable law EVENTS OF DEFAULT Each of the following, at Lendar's option. shall constitute an Event of Default under this Deed of Trust: Payment Default Grantor falls to make any payment when due under the Indebtedness.. Other Defaults. Grantor fells to comply with or to perform any other term, obligation, covenant or condition contained In this Deed of Trust or in any of the Related Documents or to comply with or to perform any term, obligation, covenant or condition contained In any other agreement between Lender and Grantor Compliance Default, Failure to comply with any other term obligation, covenant or condition contained in this Dead of Trust, the Note or in any of the Related Documents - Default on Other Payments. Failure of Grantor within the time required by this Deed of Trust to make any payment for taxes or Insurance, or any other payment necessary to prevent filing of or to effect discharge of any lien Environmental Default. Failure of any party to comply with or perform when due any farm, obligation, covenant or condition contained In any environmental agreomant executed In connection with the Property Default In Favor of Third Parties. Should Grantor default under any loan, extension of credit, security agreement, purchase or sales agreement, or any other agreement, In favor of any other creditor or person that may materially affect any of Grantor's property nr Grantor's Willy to repay the Indebtedness or perform their respective obligations under this Deed of Trost or any of the Related Documents False Statements. Any warranty, representation or statement made or furnished to Lander by Grantor or on Grantor's behalf under this Deed of Trust or the Related Documents Is false or misleading In any material respect, either now or at the time made or furnished or becomes false or misleading at any time thereafter Defective Collataralization This Dead of Trust or any of the Related Documents ceases to be in full force and effect (Including failure of any collateral document to create a valid and perfected security interest or Ilan) at any time and for any reason Death or Insolvency. The dissolution of Grantor's fragardfess of whether election to continue is made), any member withdraws from the limited liability company, of any other termination of Grantor's existence as a going business or the death of any member, the Insolvency of Grantor, the appointment of a receiver for any part of Grantor's property, any assignment for the benefit of creditors, any type of creditor workout, cr the commencement of any proceeding under any bankruptcy or Insolvency laws by or against Grantor Credltor or Forfeiture Proceedings. Commencement of foractasure or forfeiture proceedings, whether by judicial proceeding, self-help, repaeeeeaton or any other method, by any creditor of Grantor or by any governmental agency against any property securing the Indebtedness. This includes n garnishment of any of Grantors accounts, including deposit accounts, with Lender. However, this Event of Default shall not apply if there Is a good faith dispute by Grantor as to the validity or reasonableness of the claim which is the basis of the - -- creditor or forfeiture proceeding and if Grantor gives Lender writter. notice of the creditor or forfeiture praceedlrg and deposits whh Lender monles or a surety hand for the creditor or forfeiture proceeding, in an amount determined by Lender, in Its sole discretion, as being an adequate reserve or bond for the dispute. Breach of Other Agreement Any broach by Grantor under the terms of any other agreomant between Grantor and Lender that is not remedied within any grace period provided iharein, Including without limitation any agreement concerning any Indebtedness or ether ❑biigation of Grantor to tender, whether existing now or later Events Affecting Guarantor, Any of the preceding events occurs with respect to any guarantor, endorser, surety, or accommodation party of any of the Indebtedness or any guarantor endorser surety or accommodation party dies or becomes incorr.petant or revokes or DEED OF TRUST' (Continued) Page 4 disputes the validity of, or liability under, any Guaranty of the Indebtedness. in the event of a death, Lander, at Its option, may, but shall not he required to, permit the guarantor's estate to assume unconditionally the obligations arising under the guaranty in a manner satisfactory to Lander, and in doing so cure any Event of Default. Adverse Change. A material adverse change occurs In Grantor s financial condition, or Lender believes the prospect of payment or performance of the Indebtedness is impaired. Insecurity Lender in good faith believes Itself Insecure Right to Cure., if any default, other than a default in payment is curable and if Grantor has not boon given a notice of a breach of the same Provision of this Deed of Trust within the prscading twelve (121 months, it may be cured If Grantor, after receiving written notice from Lander demanding cure of such default: if) cures the default within thirty (30) days; or (2) If the cure requires more than thirty (30) days, Immediately initiates steps which Lander deems in Lender's sole discretion to be sufficient to cure the default and thereafter ccntinues'and completes all reasonable and necessary steps sufficient to produce compliance as soon as reasonably practical RIGHTS AND REMEDIES ON DEFAULT. If an Event of Default occurs under this Deed of Trust, at any time thereafter, Trustee or Lender may exercise any one or more of the following rights and remadies: Notice of Defaultin the Event of Default Lender shall execute or cause the Trustee 10 execute a written notice of such default and of Lender's election to cause the Property to be sold to satisfy the indebtedness, and shall cause such notice to be recorded In the office of the recorder of each county wherein the Real Property, or any part thereofis shuated. Election of Remedies. Election by Lender to pursue any remedy shall not exclude pursuit of any other remedy, and an election to make expenditures or to take action to perform an obligation of Grantor under this Deed of Trust. after Grantors failure to perform, shall riot affect Lander's right to declare a default and exercise Its remedies Accelerate Indebtedness. Lender shell have the right at Its option without notice to Grantor to declare the entire Indebtedness immediately due and payable, Including any prepayment penalty which Grantor would be required to pay Foreclosure., With respect to all or any part of the Real Property, the Trustee shall have the right to foreclose by notice and sale, and Lander shall have the right to foreclose by judicial foreclosure, in either case In accordance with and to the full extent provided by applicable law. UCC Remedies.. With respect to all or arty part of the Personal Property, Lander shag have all the rights and remedles of a secured party under the Uniform Commercial Code Collect Rents. Lander shall have the right, without notice to Gramor to take possession of and manage the Property and collect the Rents, Including amounts past due and unpaid, and apply the net proceeds, over and above Lender's costs, against the indebtedness. In furtherance of this right Lander may require any tenant or other user of the Property to make payments of rant or use fees directly to Lender. If the Pants are conected by Lander, then Grantor irrevocably designates Lander as Grantar's attorney -in -tact to endorse instruments received in payment thereof in the name of Grantor and to negotiate the same and collect the proceeds. Payments by tenants or other users to Lander in response to Lender's demand shell satisfy the obligations for which the payments are made, whether or not any proper grounds for the demand existed Lander may exercise its rights under this subparagraph either in person, by agent, or through a receiver, Appoint Receiver. Lander shag have the right to have a receiver appointed to take possession of all or any part of the Property, with the power to protect and preserve the Property, to operate the Property preceding foreclosure or sale, end to collect the Rents from the Property and apply the proceeds, aver and above the cost of the receivership, against the Indebtedness. The receiver may serve without bond It permitted by law. Lender's right to the appointment of a receiver shalt exist whether or not the apparent value of the Property exceeds the Indebtedness by a substantial amount. Employment by Lender shall not disqualify a person from serving as a receiver Tenancy at Sufferance. If Grantor remains In possession of the Property after the Properly is sold as provided above or Lander otherwise becomes entitled to possession of the Property upon default of Grantor, Grantor shall became a tenant at sufferance of Lender or the purchaser of the Property and shall, at Lander's option, either f 1) pay a reasonable rental for the use of the Property, or (2) vacate the Property Immediately upon the demand of Lender. Other Remedies Trustee or Lander shall have any other right or remedy provided In this Deed of Trust or the Note or available at law or In equity Notice of Sale. Lender shall give Grantor reasonable notice of the time end place of any public sale of the Personal Property or of the time after which any private sale or other Intended disposition of the Personal Property is to bo made. Reasonable notice shall mean notice given at least tan I10) days before the tune of the sale or disposition Any sale of the Personal Property may be made In conjunction with any solo of the Real Property. Sale of the Properly, To the extent permitted by applicable law, Grantor hereby waives any and all rights to have the Property marshollad, 1n exercising Its rights and remedies, the 'Trustee or Lander shall be free to sell all or any part of the Property together or separately, in one sale or by separate sales. Lender shall be entitled to bid at any public sale on all or any portion of the Property. Notice of sale having been given as than requited by few, and not less then the time required by law having elapsed, Trustee, without demand on Grantor, shall gall the property at the time and place fixed by it In the notice of sale at public auction to the highest bidder for cash in Iawlul money of the United StaTas, payable at time of sale. Trustee shall deriver to the purchaser his or her deed conveying the Property so sold, but without any covenant or warranty express or Implied. The recitals in such deed of any manors or facts shall be conclusive proof of the truthfulness of such matters at facts._ After deducting all costs, fees and expenses of Trustee and of this Trust, Including cost of evidence of title and reasonable attorneys' fees, including those In connection with the sale, Trustee shelf apply proceeds of sale to payment of fa) ail sums expanded under this Deed of Trust, not then repaid with Interest thereon as provided In this Deed of Trust; (b) all Indebtedness secured hereby; and fol the remainder, If any, to the person or persons legally entitled thereto Attorneys' Fees; Expenses. If Lander institutes any suit or action to enforce any of the terms of this Deed of Trust, Lender shell he entitled to recover Such sum es the court may adjudge reasonable as attorneys' fees at trial and upon any appeal. Whether or not any court action Is Involved, and to the extent not prohibited by law, all reasonable expenses Lander Incurs that In Lender's opinion are necessary at any time for the protection of its Interest or tha enforcement of Its rights shall become a part of the Indebtedness payable on demand and shall bear interest at the Note rate from the date of the expenditure until repaid. Expenses covered by this paragraph Include, without limitation, however subjact, to any limits under applicable law, Lender's reasonable attorneys' fees and Lander's legal expenses whether or not there is a lawsuit, including reasonable attorneys' fees and expenses for bankruptcy proceedings (including efforts to modify or vacate any automatic stay or Injunction), appeals, and any anticipated post -Judgment collection services, the cost of searching records, obtaining title reports (Including foreclosure reports),surveyors' reports, and appraisal fees, tide Insurance, and fees for the Trustee, to the extant permitted by applicable law Grantor also will pay any court costs, In addition to all other sums provldad by law. Rights of Trustee. Trustee shall have all of the rights and duties of Lender as set forth in this section POWERS AND OBLIGATIONS OF TRUSTEE The following provisions Foisting to the powers and obligations of Trustee are part of this Deed of Trusty Powers of Trustee. In addition to all powers of Trustee arising as a matter of taw, Trustee ehaN have the power to take the following actions with respect to the Property upon the written request of Lender and Grantor: la) join In preparing and filing a map or plat of the Real Property, including the dedication of stroots or other rights to the public; lb) join In granting any easement or creating any restriction on the Real Property; and (a) join in any subordination or other agreement affecting this Dead of Trust or the Interest of Lender under this Deed of Trust obligations to Notify. Trustee shall not he obligated to notify any other party o1 a pending sate under any ather trust deed or lien, or of any action or proceeding in which Grantor Lender, or Trustee shall be a party unless the action or proceeding Is brought by Trustee. Trustee. Trustee shall meet all quallficat Ions required for Trustee under applicable law. In addition to the rights and remedlas sat forth above, with respect to all or any part of the Property, the Trustee shall have the right to foreclose by notice and sale, and Lender shall have the right to foreclose by judicial foreclosure, in either case in accordance with and to the full extent provided by applicable law Successor Trustee, Lender, at Lender s option, may from time to time appoint a successor Trustee to any Trustee appointed under this Deed of Trust by an instrument executed and acknowledged by Lender and recorded in the office of the recorder of Ada County, State of Idaho. The instrument shall contain, in addition to all other matters required by state law, the names of the original lender, Trustee, and Grantor, the book and papa where this Deed of Trust is recorded, and the name and address of the successor trustee and the Instrument DEED OF TRUST (Continued) Page 5 shall be executed and acknowledged by Lander or Its successors In interest. The successor trustee, without conveyance of the Property, shall succeed to all the t)tle,.powerand duties conferred upon the Trustee in this Deed of Trust and by applicable law. This procedure for substitution of Trustee shall govern to the exciusfon of all other provisions for substitution NOTICES. Any notice required to be given under this Deed of Trust, including without limitation any notice of default and any notice of sale shall be given In writing, and shall be effective when actually delivered, when actually received by tslefacsimila (unless otherwise required by law), when deposited with a nationally recognized overnight courier or, if mailed, when deposited in the United States mail, as first class, certified or registered mall postage prepaid, directed to the addresses shown near the beginning of this Dead of Trust. All copies of notices of foreclosure from the holder of any lien which has priority over this Dead of Trust shall be sent to Lender's address, as shown near the beginning of this Deed of Trust. Any party may change its address for notices under this Deed of Trust by giving formal written notice to the other parties, specifying that the purpose of the notice Is to change the parry's address. For notice purposes, Grantor agrees to keep Lender Informed at all times of Grantor's current address. Unless otherwise provided or required by law if there is more than one Grantor any notice given by Lender to any Grantor is deemed to be notice given to all Grantors, MAINTAiNENCE OF CASUALTY INSURANCE, If Grantor at any time fails to obtain or maintain any Insurance as required under this Deed of Trust or any Halsted Documents, Lender may {but shall not be obligated to) obtain such Insurance as Lander deems appropriate Including it Lander so chooses "single interest Insurance,' which wig cover only Lender's interest In the Collateral AFFIRMATIVE COVENANTS. If the Property Is used for purposes other than Grantor's residence Grantor covenants and warrants that as long as this Dead of Trust or any Related Documents remain In effect, Grantor will: Noilce of Claims and Litigation Promptly Inform Lander in writing of 11) all materlal adverse changes in Grantor's or the Property's financial condition, and 12) all existing and all threatened Iltigotion, claims, Investigations, administrative proceedings. or similar actions affecting Grantor or Property which could materially affect The financial condition of Grantor or the Property SURVIVAL, OF REPRESENTATIONS AND WARRANTIES, Grantor understands and agraes that In extending Loan Advances, Lender Is relying on all representations, warranties, and covenants made by Grantor In this Dead of Trust or in any cartificote or other Instrument delivered by Grantor to Lander under this Deed of Trust or any Halsted Documents, Grantor further agrees that regardless of any investigation made by Lander, all such representations, warranties and covenants will survive the extension of Loan Advances and delivery to Lender of any Related Documents, shall be continuing In nature, shall be deemed made and redated by Grantor at the time each Loan Advance Is mods, and shall remain In full force and effect until such lima as Grantor's of Borrower's Indebtedness shall be paid In full, or until this Deed of Trust or any Related Documents shag be terminated, whichever Is the last to occur MISCELLANEOUS PROVISIONS. The following miscellansous provisions are a part of this Dead of Trust: Amendments. This Dead of Trust together with any Related Documents, constitutes the entire understanding and agreement of the parties as to the matters set forth in this Dead of Trust. No alteration of ar amendment to this Deed of Trust shall be effective unless given in writing and signed by the party or parties sought to be charged or bound by the alteration or amendment Annual Reports. if the Property is used for purposes other then Grantor's residence, Grantor shall furnish to Lander, upon request, a certified statement of not operating income received from the Property during Grantor's previous fiscal year In such form and detail as Lender shall require. "Nat operating Income' shall mean all cash receipts from the Property less all cash expendlturas made in connection with the operation of the Property Caption Headings. Caption headings in this Deed of Trust are for convenience purposes only and are not to be used to Interpret or define the provisions of this Deed of Trust Marger. There shall be no merger of the Interest or estate created by this Dead of Trust with any other interest or estate in the Property at any time hold by or for the benefit of Lander in any capacity, without the written consent of lender. Governing Iaw This Deed of Trust will be governed by federal raw applicable to Lender and, to the extent not preempted by federal law, the laws of the State of Idaho without rogard to Its conflicts of law provisions Tills Deed of Trust has been accepted by Lander in the State of Idaha Choice of Venue. if there is a lawsuit, Grantor agrees upon Lander's request to submit to the Jurisdiction of the courts of AGA County, State of Idaho No Waiver by Lender. Lender shall not be deemed to have welved any rights under this need of Trust unless such waiver is given in writing and signed by Lender. No delay at amission on the pert of Lander In exorcising any right shall operate as a waiver of such right or any other right, A waiver by Lender of a provision of this Dead of Trust shall not prejudice or constitute a waiver of Lander's right otherwise to demand strict compliance with that provision or any other provision of this Deed of Trust No prior waiver by Lender, nor any course of dealing between Lander and Grantor. shag constitute a waiver of any of Lander's rights or of any of Gramor's obligations as to any future transactions. Whenever the consent of Lender is required under this Deed of Trust, the grantingof such consent by Lander In any Instance shall not constitute continuing consent to subsequent instances where such consent Is required and in all cases such consent may be granted or withheld in the sole discretion of Lander Severabigry, if a court of competent jurisdiction finds any provision of this Deed of Trust to be illegal, invalid, or unenforceable as to any circumstance, that finding shall not make the offending provision Illegal. Invalid, or unenforceable as to any other circumstance. If feasible, the offending provision shall be considered modified so that it becomes legal, valid and enforceable. If the offending provision cannot be so modified, it shall be considered deleted from this Dead of Trust. Unless otherwise required by law, :he illegality, invalidity, or unenforceabllity of any provision of this Deed of Trust shall not affect the legality, validity or enlorceablllty of any other provision of this Dead of Trust Successors and Assigns. Subject to any limitations stated in this Deed of Trust on transfer of Grantor's interest, this Deed of Trust shall be binding upon and Inure to the benefit of the parties, their successors and assigns If ownership of the Property becomes vested in a person other then Grantor, Lender, without notloe to Grantor, may deal with Grantor's successors with reference to this Deed of Trust and the Indebtedness by way of forbearance or extension without raleasing Grantor from the obllgatfons of this Deed of Trust or liability under the Indebtedness Time Is of the Essence Time Is of the essence in the performance of this Deed of Trust. Waiver of Homestead Exemption. Grantor hereby releases and waives ag rights and benefits of the homestead exemption laws of the State of Idaho as to all Indebtedness secured by this Deed of Trust DEFINITIONS. The following capitalized words and terms shall have the following meanings when used in this Deed of Trust. Unless specifically stated to the contrary, all references to dollar amounts shalt mean amounts in lawful money of the United States of America, Words and farms used in the singular shall Include the plural, and the plural shall Include the singular, as the context may require. Words and terms not otherwise defined In this Dead of Trust shall have the meanings attributed to such terms In the Uniform Commercial Cade: Beneficiary The word Beneficiary' means WASHINGTON TRUST BANK, and Its successors and assigns Borrower. The word 'Borrower" means Gemstar Properties I. t C and Includes all co-signers and on makers signing the Note and all their successors and assigns Deed of Trust. The words 'Deed of Trust" mean this Deed of Trust among Grantor, Lander, and Trustea, and includes without limitation all assignment and security interest provisions relating to the Personal Property and Rents Default_ The word 'Default' means the Default set forth in this Deed of Trust in the section titled 'Default' Event of Default. The words 'Event of Default' mean any of the events of default set forth in this Deed of Trust In the events of default section e1 this Dead of Trust. Grantor.. The word "Grantor' means Gemstar Properties, LL G. - - -' Guaranty. The word 'Guaranty" means the guaranty from guarantor, endorser. surety, or accommodation party to Lender including without limitation a guaranty of all or part of the Note improvements.. The word 'Improvements' means all existing and future improvements, buildings, structures, mobile homes affixed on the Real Propertyfacilitiesadditions, replacements and other construction on the Real Property kldebtednees, The ward 'Indebtedness' means all principal, interest, and other amounts, costs and expenses payable under the Note or Related brrcuments, together with all renewals of extensions of, modifications of consolidations of and substitutions for the Note or DEED OF TRUST (Continued) Page 6 Related Documents and any amounts expended or advanced by Lender to discharge Grantor's obligations or expenses incurred by Trustee or Lender to enforce Grantor's obligations under this Deed of Trust, together with Interest on such amounts as provided In this Deed of Trust. Specifically, without limitation. Indebtedness includes all amounts that may be indirectly secured by the Cross-Collateralitatlon provision of this Dead of Trust tender The word "Lander' means WASHINGTON TRUSTSANK Its successors and assigns Note. The word "Note' means the promissory note dated December 15, 2006, in the original principal amount of 01,969,900..00 from Grantor to Lender, together with all renewals of extensions of, madificetions of, refinancings of, cortsolidstlons of, and substitutions for the promissory note or agreement NOTICE TO GRANTOR: THE NOTE CONTAINS A VARIABLE INTEREST RATE Personal Property. The words 'Personal Propertymean an equipment, fixtures, and other articles of personal property now or hareahar owned by Grantor, and now or hereafter attached or affixed to the Real Property; together with an accessions, parts, and additions to, all replacements of, and all substitutions for, any of such property; and together with all proceeds [including without limitation all Insurance proceeds and refunds of premiums) from any sale or other disposition of the Property Property The word 'Property' means collectively the Real Property and the Personal Property Real Property The words "Real Property' mean the real property, interests and rights, as further described in th's Deed of Trust. Related Documents. The words "Related Documents" mean all promissory notes, credit agreements, loan agreements, environmental agreements, guarantles, security agreements, mortgages, deeds of trust, security deeds, collateral mortgages, and all other instruments. agreements and documents whether now or hereafter existing executed In connection with the Indebtedness Rents. The word Rents' means all present and future rents revenues, Income, Issues, royalties, profits, and other benefits derived from the Property Trustee. The word "Trustee' means Pioneer Title Co. of Ada Countywhose address Is 8151 W Rifleman Avenue, Salsa, ID 83704 and any substitute or successor trustees GRANTOR ACKNOWLEDGES HAVING READ ALL, THE PROVISIONS OF THIS DEED OF TRUST, AND GRANTOR AGREES TO ITS TERMS GRANTOR: GEMSTAR PROPERTIES, 1.14. SCHMIDT PROPERTIES, LL C Member of Gemstar Properties, L. L..0 By 5�"k'r a .. Steven L Schmidt, Member of Schmidt Properties, L1.C. LIMITED LIABILITY COMPANY ACKNOWLEDGMENT STATE OF_ 1 ) SS COUNTY OF On this,._ 1 d _day of --� QA 12 (AA,6 in -lend in the year 20 b fp , before me ��•4LL1.e��Gf?�L 2 a notary public for the State of Idaho, personally appeared Steven L. Schmidt, M-mb of Sahmldt Properties, L.L.C., known or identified to me for proved to me on the oath of I, to be one of bl t the members or designated agents In the limited Ilsy company of Gemstar Propertlea, .L� c and the member or designated agent or one of ih members or ditpignated agents who subserlbed s id limited liability company name to the foregoing Instrument, and acknow!edged to me eY a or she executed the Si:Etad >Ta 'fy co any name, Residing at _ iieSld(Iig ini Mirdd18tl,ldabo No rylic for Idaho ➢mmsa on X� I My commission expires.____ _.�._ B. THnRNTON NOTARY PUBLIC STATE OF IDAHO REQUEST FOR FULL RECONVEYANCE ITo be used only when obligatons have been paid In full) To: Trustee The undersigned is the legal owner and holder of all Indebtedness secured by this Deed of Trust. All sums secured by this Deed of Trust have been fusty paid and satisfied. You are hereby directed, upon payment to you of any sums owing to you under the terms of this Deed of Trust or pursuant to any applicable statute, to cancel the Note secured by this Dead of Trust (which is delivered to you together with this Deed of Trust), and to reconvey, without warranty, to the parties designated by the terms of this Deed of Trust. the estate now held by you under this Deed of Trust Please mall the raconvoyance and Related Documents to: Data: Beneficiary: Its: U.: �1 P.0 lra�,, V'•, 1.]]Wflx cat twJ„w�W ]J.i�.,. N..I„], Inc: uay.""..orN. •�,.Itlrm/a[INhuoi.rc ]!•Y..,I ,rvi Order No. 270651 EXHIBIT A A parcel of land being a portion of the SW % of the NE'/4 of Section 2, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, County of'Ada, State of'Idaho, being more particularly described as follows: BEGINNING at a fbund 5/8" iron pin monurnenting the center of'North 1/Idh corner of said Section 2, the REAL POINT OF BEGINNING, from which the N'/a of said sections bears North 00°15'35" East 1368 30 feet; Thence along the proposed exterior boundary the following courses: South 89°17'36" East 706.76 feet; Thence South 00120' 16" East 105.02 feet; Thence South 89'1T39" East 55,66 feet; Thence South 03020'08" East 50 15 feet; 'Ilience South 00142'24" West 66.71 feet; Thence South 60°40'50"'Ydest 81.15 feet; Thence South 39115' 15" East 110 00 feet; Thence South 50°4445" West 3634 feet; Thence 17..45 feet along a curve to the right, having a central angle of 49°59'42", a radius of 20.00 feet, and a long chord bearing of South 75°44'.36" West 16.90 feet; Thence 163,32 feet along a curve to the left, having a central angle of 187°09'04", a radius of 50.00 feet, and a long chord and beating of South 07009'55" West 99.81 feet; Thence South 03115' 15" East 122,91 feet; Thence South 5004445" West 43 75 feet; Thence North 39' 1 T 14" West 71.81 feet; Thence South 50°44'45" West 105.00 feet; Thence North 39'15' 15" West 30 18 feet; Thence 166.49 feet along a non -tangent curve to the left, having a central angle of 182°52'56", a radius of'52.16 feet, and a long chord and beating of North 89'29'17" West 104.29 feet; Thence 18 04 feet along a curve to the right, having a central angle of 5 1°40'30", a radius of 20,00 feet, and a long chord of and bearing of South 24°54'30" West 17 43 feet, Thence South 50144'45" West 74 27 feet (formerly 71.55 feet); Thence North 39' 15' 15" West 110 00 feet; I hence South 50"44'45'' West 28 21 feet; Thence South 13135'36" West 70.97 feet; Thence North 89°50' 17" West 155,00 feet; Thence South 00°15'25" West 12 33 feet; Thence North 89°12'32" West 105.00 feet; Ihence North 00"15'25" East 694.15 feet to the REAL POINT OF BEGIN]\TING STATE OF IDAHO COUNTY OF ADA AFFIDAVIT OF LEGAL INTEREST (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: (name) (address)�r,�:� to submit the accompanying application(s) pertaining to that property. 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. 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). �h '. Dated this _day of r'k > 20�� (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. P�• N:.. C/�T y�9F�� (Notary blic for Idaho) `I: . NOTARy Residing at: 'FQy I� PUBLIC � My Commission Expires: IrE OF ilq�us�iN�N� ^d�l�;�j31'ua�M APP-24-1990 10'29 L —F [CE OF 'y:GT M. LUU.i f G — ARTICLES OR ORGANIZAT70N LIMITED LIABILITY COMPANY To the Secretwy of State of Idaho, 48 APR 261 AM 11: 111 Statehouse, Base, Idaho 83720 SE CR£ TARY OF STATE: STATE OF IDAHO 1. The name of the limited liability company is: Oftstar Proportion, L.L.C. 2 The address of the initial registered office is- 1134 North Orchard, 30i3e, Idaho 83706 end s Po s.w and the name of the initial registered agent at that address is: steven L. Sctwidt Signature of registered agent: 3. The latest date certain on which the limited liability company will dissolve*- 12/31/2027 4. Is management of ft'l mitod liability company vested in a manager or marsgers? 0 Yes ® No (do,* s,ot.rw. e.t 5. If management is vested in one or more manager(s), list the nrne(s) and addresa(ss) of at least one initial manager. If menagernera Is vested in the members, list Umi names) and address(es) of at least one initial member. r, HMM Addr91L 1134 North Orchard, Boise, Idaho 83706 Steven L. Schmidt e. Signature of at l ast one person listed In 05 above: isnONT d •tlls uw OW tip KMJNr' J* symi Qs M,E1 ]*" lot 183"la 1 t 1sL A ■ 111Lw 04" 11t A15 T"T.L F.J.: PRELIMINARY/FINAL 5/10/2007 ADA COUNTY STREET NAME EVALUATION SUBDIVISION KIAIVIE: SUN DIAL S AGENCY and AGENCY FILE NO: SECTION/ TOWNSHIP/ RANGE: DEVELOPER: UB Meridian: PP 06-060 2 3N 1 W STANLEY CONSULTANTS ✓� The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Engineer) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: N.. CINNAMON PL° N. LINDER RD o ✓ .. W. USTICK RD ? / W. WHITELAW DID / " W. FIELDSTREAM DR,, / ' N. MARBURG AVE" THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: W. FIELDSTREAM DR Q / ' N KUBIK WAY'/ 'N. MARBURG AVE° THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOIE: IF MERE ARE CORRECIIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNIY ENGINEER AT IUVIE OF RECORDING. ADA COUNTY ENGINEER MERIDIAN FIRE DEPARTMENT ADA COUNTY HIGHWAY DIS ADA COUNTY SHERIFF Street Approval Sent: Jim Farrens Representative Representative Representative ( -VA DATE 5 -/1-1),-7 DATE DATE f / % DATE b DATE E�e PROJECT NO. 19708.01. DRAINAGE CALCULATIONS FOR SUNDIAL SUBDIVISION City of Meridian, Ada County, Idaho 4-Apr-2008 Q:" 9708104-Eng103-Calc\DrnCalcs-19708-(Rev 04_01_08).xls SUNDIAL SUBDIVISION PROJECT NO. 19708.01.00 REVISIONS TO ORIGINAL CALCULATIONS AND FIELD FINDINGS On March 27, 2008, groundwater was found during construction at an elevation of 2558.20 or lower s 1. e The most groundwater fluctation measured during the groundwater monitoring on the site wa feet per MTI letter dated and stamped by professional geologist, Kevin Schroeder on April 1, 08. 20 As a result, we used the groundwater elevation we found at 2558.20 and added 1.64 feet to it 0 determine the high groundwater mark of 2559.84. The bottom of the sand in the seepage beds will be placed at this level or higher. Revisions to the calculations were made. Specifically, it was determined the freeboard used had to be gravel and not soil which affected our calculations. However, ACHD allows us to use half the lot as runoff area and also allows us to use side or base inflitration. As a result of these changes, new calculations have been made and are attached in this revised set stamped by John P. Bilderback and dated on April 9, 2009. Q:\19708\04-Eng\03-Calc\DmCalcs-19708_(Rev 04 09_08).xls Page 1 of 1 SUNDIAL SUBDIVISION PROJECT NO. 19708.01.00 DRAINAGE SYSTEM OVERVIEW The Sundial Subdivision is located in the City of Meridan west of Linder and south of Ustick Road and sandwiched in between existing subdivisions, Tumblecreek and TurtleCreek.The subdivision consists of 30 single-family residential lots, 3 common lots and 1 large lot that currently is leased for a cell phone tower located on approximately 10.57 acres. EXISTING CONDITIONS The project site presently consists of an empty field with zero existing buildings. An existing gravity irrigation ditch and gravity irrigation pipeline(s) exist on the property. This will be removed and/or relocated as shown in the engineering drawings. No other surface water exists on the property. PROPOSED CONDITIONS The onsite drainage will be conveyed via both surface and subsurface systems. The surface flow will be contained within the private street sections to designed low points in the road where a series of inlets will convey the flow to 4 seepage beds. For several lots, the backyards will slopeay from the road. In these instances, an area drain is indicated on the plans to handle any runoff water. aw The seepage beds have been sized to handle all nuisance/water quality flows and for storing the design event. The 25-year and 100-year events have been analyzed for this development to determine sizing of the various drainage structures. The rational formula (Q=CIA) was used to estimate the peak runoff rates. From Exhibit "A" of the Ada County Highway District policy manual, the recommended runoff coefficient, C, for a multi family residential area is 0.50. The drainage area for each detention pond is shown on the attached Drainage Plan drawing. The average rainfall intensity is estimated from the 'Rainfall Intensity - Duration -Frequency Relationship" figure for a 25 year and 100 year runoff event. The time of concentration is determined by adding the longest overland grass flow time and gutter flow time. Calculations and spreadsheets have been included with this report for all drainage improvements. SOIL CONDITIONS Based upon the preliminary soils and subsurface investigation for Sundial there should be no problems with the existing soils for drainage as designed. However, in the event that during construction we encounter either groundwater or rock, a revised design will be done based upon field conditions. Q"19708104-Eng103-Calc\DrnCalcs-19708-(Rev 04_09_08).xls Page 1 of 1 Seepage Bed Calculation Pro'ecULocation Sundial.: Basin A&R; Seepage Bed 1 Using Zone "A" OF Curve Predevelopment Rate (if any): cfs max return Period? T00 Void Volume: (Ovoid) 700. Drainage Area (acres): Area in Area in Acres Runoff Coefficient (c ) Percolation Rate IncheslHr MidthSurtace Length;g•Area .Depth ly— nc Compute Volume Relevant Equations Q=CIA Q= Flow Rate (cfs) C= Runoff Coefficient 1= Rain Intensity A= Drainage Area 20,000 Pipe Size(diameter-in): 12 0.46 Pipe Area (ftz): (AP) 0 79 0.5 8 Infiltration Calculation type Z Base 595 Of Seepage Bed = Width X Depth = (Ac-AP)INvoio]+AP 4/9/2008 Seepage Bed Calculation Project/Location Sundial.: Basin C, E & F; Seepage Bed 2 Using Zone °A° IDF Curve Predevelopment Rate an if Return Period? ( - cfs max 100 Void Volume: (y void 40% Drainage Area (acres): Area in 64,033 - Pipe Size(diameter-in): 12 Area in Acres 1.47 Pipe Area WY (A(AQ) Runoff Coefficient (c ) 05 0.79 Percolation Rate inches/Hr 8 Infiltration Calculation type rW_idth (ft_) _T 20 Surface �.... 9 O _ 8Q•Area 'Len th ft ■ 1600 F Of Seepage Bed (Depth (ft) _ 4'm - Including1-ftfreeboard Compute Volume Storm Duration I Q Min Hr in/hr cfs 10 0.17 3.11 2.29 22.5 0.38 1.9 1.40 30 0.50 1.76 1.29 1 1.06 0.78. 2 0.61 0.45 3 0.45 0.33 4 0.37 0.27 5 0.32 0.24 6 0.28 0.21 8 0.21 0.15 10 0.18 0.13 12 0.15 0.11 18 0.11 0.08 Size Seepage Bed MAdjusted Depth ft 3 E lume Available 5% Sediment Time to Drain References: R Runoff Vol Percolation Vol PreDev. Vol VR Requires ft3 ft3 ft3 ft3 1,372 178 0 1,194 1,885 400 0 1,485 2,328 8'05 533 0 9 $2 3,228 1`,067 2,133 0 3,572 3200, 0 1,095 372 3,916 4,267 0T=- -351 4,234 5,333 0 1 4,445 6,400 0 -1,955 4,445 8,533 0 -4,088 4,763 10,667 0 -5,904 4,763 12,800 0 -8,037 5,239 19,200 0 -13,961 5,715 25 600 0 -19 885 Enter Total Design Vol. 1.738 Ap AN ft3 Width 0.79 24.47 Len tr t3) 1738 15% Sed. 1999 Width Depth (with 1 foot freeboard) Ad'. Len 1 �,(� J g 54 1.9 Hours e%vant Equations VR Required Volume Q=CIA A,, Net x-Sectional Area Q= Flow Rate (cfs) Ac Gross Sectional Area WxD C= Runoff Coefficient A, Pipe x-Section 1= Rain Intensity Vv ;a Void Volume A= Drainage Area Yes = Width X Depth = [Ac-ARj(VvojD)+AP 4/9/2008 Seepage Bed Calculation Project/Location 7�d : Basin L&M; Seepage Bed 3 Using Zone "A° OF Curvement Rate (if any): cfs max Retum Period? e: oNvoid) 40 /oArea in 1ameter-in :Drainage Area (acres): ) 12 Area in Acres 1.10 Pipe Area (ft2): (Ap) 0.79 runoff Coefficient (c) _ _ p 5 Percolation Rate inches/Hr rWidtF (ftjT'- 7 Surface .Length (ft)+ `155-Area ~ePth �ft)t j —j d Compute Volume Relevant Equations Q=CIA Q= Flow Rate (cfs) C= Runoff Coefficient 1= Rain Intensity A= Drainage Area 8' Infiltration Calculation type I Base 1085 Of Seepage Bed = Width 77X Depth = (AG-APJNVOIDJ+A, 4/9/2008 Seepage Bed Calculation Project/Location Sundial.: Basin N; Seepage Bed 4 Using Zone "A" OF Curve Predevelopment Rate (if any): Retum Period? 100 Void Volume: Nvold) 40% cfs max Area in 49,185- Pipe Size(diameter-in): 12 Drainage Area (acres): Area in Acres (Percolation Rate MWidtF (ft)T.'_" Length (ft) . •185�A .Dep r..th_..t.._. Compute Volume Relevant Equations Q=CIA Q= Flow Rate (cfs) C= Runoff Coefficient 1= Rain Intensity A= Drainage Area 1.13 Pipe Area (ft2): (A,) 0.79 0.5 8 Infiltration Calculation type a 1295 Of Seepage Bed = Width X Depth = [AG-AP][Vvoio]+AP 4/9/2008 SUNDIAL SUBDIVISION PROJECT NO. 19708.01.00 Time of Concentration Area Form TR-55: Overland Grass Flow Manning's Coef. n= Length of Flow L = ft Average Slope s = inln 2 yr-24 hr Rainfall P2= in Travel Time T, = min From TR-55: Gutter Flow Average Slope s = ft/ft Length of Flow L = ft Average Velocity V = ft/sec Travel Time T2 = min Total Time of Conc. Tc = min Q.,..k Calculations (Rational Method) Drainage Area A = acres Runoff Coeffecient C value= 100-yr Intensity Iwo = in/hr 25-yr Intensity 125 = in/hr Peak Flow (100 year) Q100 = ft'/sec Peak Flow (25 year) Q25 = ft'/sec Sand and Grease Trao Calculations Size of SIG Trap Number of SIG Traps Dimensions in Throat Area Ai = ft< Velocity through SIG Trap= V(s/g)= ft/sec Volume Calcuations Runoff Volume Vol= ft' UnderACHD? Yes or No Add 15% if under ACHD ft3 Required Volume Vol= ft3 Trench Number Total Volume Required Trench Volume Calcuations Trench Dimensions Depth (incids 1' freeboard) D = ft Width W = ft Length L = ft Drain Rock Void Ratio Vr = Percolation Rate Pr= in/hr Trench Volume Tvol= ft' Storage Duration Time Needed for 90% Infiltration hr Pond Volume Is a pond Required? Volume Required (ft3) Top Area = ft Bottom Area = ft' Freeboard = ft Actual Depth = ft Inside Side Slope = X:1 Pond Storage Volume = 0 Pond Storage Volume w/ Freeboard = ft3 Percolation Rate in/hr Time Needed for 90% Infiltration hr See Drainage Map for Areas A&R C,Eand F L&M N 0.24 0.24 0.24 0.24 100 100 100 100 0,01 0.01 0.01 0.01 1.2 1.2 1.2 1.2 31.00 31.00 31.00 31.00 0.005 0,006 0.009 0.009 335 430 290 360 1.44 1.57 1.93 1.93 3.9 4.6 2.5 3.1 34.9 35.6 33.5 34.1 0.46 1.47 1.10 1.13 0.50 0.50 0.50 0.50 1.51 1.49 1.55 1.53 1.12 1.11 1.16 1.14 0.34 1.10 0.85 0.86 0.25 0.82 0.63 0.64 1000 gal 1000 gal 1000 gal 1000 gal 1 1 1 1 12x48 12x48 12x48 12x48 4 4 4 4 0.06 0.2 0.16 0.16 612 1971 1535 1556 Yes Yes Yes Yes 92 296 230 233 704 2267 1765 1789 1 2 3 4 704 2267 1765 1789 4 4 3 2.2 7 20 7 7 61.9 83.0 237.5 4025 40 40 40 40 3 8 8 8 704 2267 1765 1789 0.89 1.14 0.67 0.46 Area A EXAMPLE OF CALCULATIONS Time of Concentration Calculations From TR-55 : Overland Grass Flow 0.007[(n)(L))0.8 T _ (P2)o.5(S)o.4 = 0.59 hours = 35.58 minutes T, = 36.0 minutes From TR-55: Gutter Flow V = 20.3282 (s)" ° = 2.87 ft/sec T2= L/V = 240.0 seconds T 2 = 4.0 minutes Total Tc = T, + T2 Tc = 40.0 minutes QDeak Calculations (Rational Method) Q100 = (C)(I1oo)(A) Q100 = 3.81 ft3/sec Q25 = (C)(125)(A) Q25 = 2.83 ft3/sec Sand and Grease Trap Calculations Ethrough ea At = (Baf)(Wi)(1 ft'/1 44in) 7.875 ft2 Trap= Q25/At 0.36 fUsec Trap= 1500 galloi Volume Calcuations SUNDIAL SUBDIVISION PROJECT NO. 19708.01.o0 T, = -- hr Travel Time n = 0.24 Manning's Coef. L = 120 ft Length of Flow P2= 1.2 in. 2 yr-24 hr Rainfall s = 0.01 ft/ft Average Slope T2 = - sec Travel Time V = -- ft/sec Average Velocity s = 0.02 fUft Average Slope L = 690 ft Length of Flow A = 5.60 acres Drainage Area C value= 0.50 Runoff Coeffecient 11oo = 1.36 in/hr 100-yr Intensity 125 = 1.01 in/hr 25-yr Intensity Baf = 18 in. Baffle Separation Wi = 63 in. Inside Width rcunorr volume = Area of Hydrograph _ (0.5)*(1hr storm)*(Peak Flow) A = 5.60 acres Drainage Area = 6854 ft3 C value= 0.50 Runoff Coeffecient Add 15% 3 1028 ft Ave Tc= 40.0 min Time of Concentration Req'd Volume= s 7883 ft IP = 1.36 in/hr Intensity value Ave Q,00= 3.81 ft3/sec 100-yr Peak Flow Trench Volume Calcuations Combined - (Vr)(D_1)(W) Trench Dimensions *D =39.6 ft2 = 12 ft *Includes 1ft Freeboard = (D-1)(2/3)(2 sides)(Pr)(1ft/12") W= 9 ftWidth 7Sidewall =9 78 ft158 L= ftLength = (Sidewall Perc)(W)Vr 40%Drain Rock Void Ratio = 88.00 ft3= Pr = 8 in./hr Percolation Rate [(Length)(Storage/ft + Sidewall perc/ft)) + (Endwail Perc) = 7883 ft' Required Pond Volume = Pond Volume - Trench Volume 0 ft3 Q:119708104-Eng103-CalclDrnCaics-19708-(Rev 04_09_08)_xls Page 1 of 2 Area A EXAMPLE OF CALCULATIONS Actual Pond Volume Side Slope= 3 :1 Top Area = 17013 ftz Perimeter, = 541 ft Bottom Area = 12401 ftz Perimeter, = 484 ft Freeboard = 0.5 ft Actual Depth (w/freeboard)= Actual Sides Width = Pond Storaoe Volump = Storage Duration Infiltration Area (Pa)= Infiltration Rate (Pr)= Initial Volume (V)= Time Needed for 900/,= ((W x L) + 2(L x D)) _ 8 in./hr 6854 ft3 'V)(12)1 / f(Pr)(Pa)l = Q:\19708\04-Eng\03-Calc\DrnCalcs-19708-(Rev 04_09_08).xls SUNDIAL SUBDIVISION PROJECT NO. 19708.01.00 Average Perimeter = 513 ft Initial Depth (w/freeboard)= 0.50 ft Initial Sides Width = 1,50 ft Sides Cross -Section Area = 13.50 ftz (w/o freeboard) = 9.38 ft` 3.00 ft 9.00 ft 35807 ft3 5209.2 1.78 Hours Page 2 of 2 .s. MEMO Boise, ID TO: City of Meridian DATE: April 18, 2008 FROM: John P. Bilderback, P.E. Stanley Consultants, Inc. 2264 S. Bonito Way, Suite 150 Meridian, ID 83642 (208) 855.5600 SUBJECT: Certification final street grades will be a minimum of 3 feet above high groundwater Based upon the attached Geotechnical Engineering Report dated September 18, 2006, I, John P. Bilderback, P.E., hereby certify the final street grades within the Sundial Subdivision/Estates will be a minimum of 3 feet above high groundwater. Additionally, additional geotechnical evaluations were made on -site during construction dated March 28, 2008 signed and stamped by David O. Cram, P.E. and dated April 1, 2008 signed and stamped by Kevin L. Schroeder, P.G. SC5022 MATERIALS v TESTING £r INSPECTION PAGE #1 OF 1 411/2O08 ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing O Special Inspections Mr. Mike McHargue Gemstar Properties, LLC 738 South Bridgeway Place Eagle, Idaho 83616 Re: Ground Water Levels Ernest Property Fieldstream Drive and Marburg Avenue Dear Mr. McHargue: Meridian, Idaho The purpose of this letter is to revisit the opinion previously given for the depth to seasonal shallow groundwater, for the above referenced project. The Geotechnical Engineering Report (dated 18 September 2006) stated "groundwater is anticipated to remain at depths of greater than 8 feet below the ground surface throughout the year." Concern has been voiced as excavation for the proposed seepage bed has currently exposed the water table at a depth of roughly 9.2 feet below current cut grades. Several factors must however be considered when assessing this current observable depth. First, the area proposed for the seepage bed is apparently at the lowest portion of the site in elevation. This is where the depth measurement of 9.2 feet to groundwater was taken. This measurement was referenced to the current ground surface which has been stripped of surficial soils and organics, a process that reportedly may have removed a foot or more of material. Following completion of this facility, top soils and sidewalks will be placed, again raising the final elevation for the area. Lastly, groundwater monitoring data for 2006-2007 suggests the maximum change from September through March was 1.64 feet (both piezometers were installed in areas that are approximately 2 feet higher in elevation then the area of the seepage bed). Considering the above, the given minimum depth of 8 feet below the ground surface throughout the year appears to remain valid. If the original ground surface of the proposed seepage bed was a foot higher in elevation, therefore roughly 10 feet higher then current groundwater level, a change of 1.64 feet would yield a seasonal shallow of approximately 8.36 feet. If the above assumptions are valid, and cuts and fills are closely assessed, the proposed stormwater facilities should perform properly, We appreciate this opportunity to be of service to you, and we look forward to working with you in the future. If you have questions please call us at (208) 376-4748. Respectfully Sub yt:ss10 Materials Testi rf �., r r KEVIN L. 't SCHROEDER 1 64 as Kevin L. Schroer � ti3 Geotechnical Service. �, F, Reviewed by: Colin Basye, P.E. 2791 S. Victory View MAY • Boise, Idaho 83709 . (208) 376-4748 . Fax (208) 322-6515 mti@mti-id.com . www.Mti-id.com Form Rev MATERIALS v TESTING 6 INSPECTION PAGE 01 OF 2 REVISION DATE 3/2812ODS Environmental Services ❑ Geotechnical Engineering G Construction Materials Testing ❑ Special Inspections March 28, 2008 Mr. Mike McHargue Gemstar Properties, LLC 738 South Bridgeway Place Eagle, Idaho 83616 Re: Ground Water Levels Ernest Property, Fieldstream Drive and Marburg Avenue Meridian, Idaho Gentlemen: This letter is to verify seasonal high groundwater as determined through regular monitoring unavailable at the time of the earlier issued MTI Geotechnical Engineering Report (dated 18 September 2006). Descriptions of general site characteristics and the proposed project are available in the previous report. All limitations and warranties expressed in the previous report apply to this document. Groundwater was encountered during the original investigation at depths ranging from 9.8 to 11.0 feet below existing grade. Groundwater levels in the site vicinity are controlled in large part by residential irrigation activity and canal leakage in the local area. The following table represents groundwater data as it was monitored on a monthly basis from September 2006 through August 2007, as well as a single monitoring event on March 28, 2008. Groundwater is currently below the depth of the peizometer (11.11 feet). Groundwater has not been recorded any shallower than 9.65 feet over the monitoring periods. It should be noted that these levels will fluctuate from year to year, and are limited to the data collected. In addition, at your request we have stopped monitoring for the above -mentioned site. If you would like us to continue groundwater monitoring, please contact us as soon as possible. Location Test Pit i Test Pit 3 September 2006 9.65 9.58 October 2006 9.9 10.0 November 2006 10.38 10.56 December 2006 10.51 10.68 January 2007 10.50 10.85 February 2007 10.88 11.06 March 2007 11.03 11.22 April 2007 >11.11 (Dry) 11.24 May 2007 >11.11 (Dry) Destroyed June 2007 >11.11 (Dry) Destroyed July 2007 >11.11 (Dry) Destroyed August 2007 >l 1.1 1 (Dry} Destroyed March 2008 1 >11.11 (Drv) InectrnvA.a 2791 S. Victory View Way . Boise, Idaho 83709 • (208) 376-4748 • Fax (208) 322-6515— Mti@mti-id.com • www.mti-id.com Form Rev MATERIALS TESTING & INSPECTION PAGE #2 OF 2 REVISION DATE 3128/2008 Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections We appreciate this opportunity to be of service to you, and we look forward to working with you in the future. If you have questions please call us at (208) 376-4748. Respectfully Submitted, Materials Testing & Inspection, Inc. Brandon Huff C.E.T. Reviewed by: Geotechnical Engineering Technician 2791 S. Victory View Way . Boise, Idaho 83709 . (208) 376-4748 . Fax (208) 322 6515 mtl@mti-id.com . v.ww.mti-id.com Form Rev MATERIALS TESTING & INSPECTION ;Environmental Services D Geotechnical Engineering D Construction Materials Testin D Special inspections SEOTECHNICAL ENGINEERING REPORT of Ernest Property Fieldstream Drive & Marburg Avenue Meridian, Idaho Prepared for: Gemstar Properties, LLC 738 South Bridgeway Place Eagle, Idaho 83GIG MTI File Number 861371g 2791 South Victory Vie . goise, !D 83709 E-Mail mti@mti-id.com . ,,y,(Vvm)t3 d co •Fax (208) 322 6515 MATERIALS TESTING & INSPECTION September 18, 2006 Page # i of 25 1 Environmental Services C1 Geotechnical Engineering Ct Construction Materials Testing ❑ Special Inspections rlboise12006 reports11200-1399\b6l371g\b6l371geotech doc Mr. Mike McHargue Gemstar- Properties, LLC 738 South Bridgeway Place Eagle, Idaho 83616 (208)851-8562 Re: Geotechnical Engineering Report Ernest Property Fieldstream Drive & Marburg Avenue Meridian, Idaho Gentlemen: Incompliance with your instructions, we have conducted a soils exploration and foundation evaluation for the above mentioned development., Field work for this investigation was conducted on 1 September 2006. Data have been analyzed to evaluate pertinent geotechnical conditions. Provided geotechnical, groundwater and construction recommendations are listed in the Table of Contents. Results of this investigation, together with our, recommendations, are to be found in the following report. Often, because of design and construction details that occur- on a project, questions arise concerning soil conditions, We would be pleased to continue our role as geotechnical engineers during project implementation., MTI also has great interest in providing materials testing and special inspection services during construction ofthis project.. Ifyou will advise us of the appropriate time to discuss these engineering services, we will be pleased to meet with you at your convenience. We appreciate this opportunity to be of service to you and we look forward to working with you in the future.. If you have questions please call us at (208) 376-4748,. Respectfully Submitted, Materials Testing & Inspection, Inc. Liz Brown Geotechnical Engineering Technician EViN L.. 0 1 n SCHROEDER ��rsla� io 964 'Sc roeder, R Manager \T`QF 0,�' la� ra , RE 6�rFoF%0 \0 0. C Copyright 0 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way •Boise,ID 83709 208 ( ) 376-4748 6 Fax (208) 322-6515 E-Mail mti0mtHd corn • www mti-id com �� / "�oATeRKALS TeSTUNG & � °NSPIECTKON Septembei 18.2006 / I Environmental Services 0 Geotechnical Engineeiing 0 Construction Materials Testing U Special Inspections CONTENTS TABLE �����»r��ONTEl TS INTRODUCTION.............. ......... ....... .... ................ -........... ....... ...... ...... ..,,^............ ....................... -__-~^~ 9�jazt �oo^~-.-..-._,'-..'_-_-_.~..^~._~~_------ -^~-'---^-^ Amtbm�ou�wm,~'~-.~.-~'.-'_'____�-° Purpose .-__^-~'__^ Scope~-......... ...... ..................... ..... ... ... ....... ...... .................... .... ........ ..... .~___~.~----'-`-^~^~````^^^~-`~`" ---`-----~~~~~~-~~" Site Laboratory Testing 7 /-- .^ ��m�/w�r��u8uSc�o -~^--~--~ -~~'^' \' SITE,~ ----------`^~~~'~~^ General ____.'~_~~.~�~ _----- Gz-o �� -'-'---- ~-~0 Soil Infiltration --^-~ FOUNDATION AND PAVEMENT DISCUSSION AND ]�oc��xu����xx--~~^~~~-'~^-~--^^� General Notes ............................................. ~.... ......................... -...~~..-^~^.~-----~~~~~^'�~^~~�'" �ao]0mm�mRmcmnoomwuda�wom----_..._~~-------�~'~~~--~-'" �omm�� �x������me�uoo�oma����wum.~,.-.~.-,~�~..,~~~-------~'~~~^---~~--~= Recommended Pmvemxeot�w*Qmou ~~-~~--......... %U CmnmraoCn�»mCOwm�om�m�r�' -- ' ~-'---,,_^~~.,~~-~-.^.~~~_-~.,~^�~^,^^~_~_ ]0xy Weather .......^,_.~~~_ -- ^'~~~�~''~~--~^~~�~~~~~^^~^-~-~~^^^~^^~�._.l� Wet Weather .... '~.~^-~_~~~ ---~ --~ �—� Soft Bobgrud*8wQo-~-~~...... ............ .... _ ___----_~.~~-�'~-~~~ umomem8obgradm�u�m.. ~~~~~~ '--' -^-~'~~~ Structural���~-___-.. ---------~-~-~~~~~~--^" 13 0uck@0_-- -'- ~ Excavat�ox^_,~__~___ '------ ^� 24 ��000��utex�a��nX'-------~-'�^-~-~-^' GENERAL COMMmwzm_,-__.___,,, ~~-^^~~-^-~~~ `~~.-~lS REFERENCES '___,^_,�,��.~.. ~^-^^'^~~~^-~~'-~~~�-~�_%6 -''~-^~-~`~~~^~~'^-`--'''^^^^-~`~-~-^^~-^~~~- 16 m`prEwmrx]�nor___.~~_-'-~-.__, --~-^~~--^`- -~-~~~�~-~-~-~---^^`^�~~-^-~-~~~--~~ 17 Gmw�oboluu/«�euerm �n�mo --- ----'^--~-'- _ __~,_,~~.^,~.___',,~.~___,,.~.,.~__,~,_._~~. 28 0o0§ed Soil Classification -----~~~~~~ ' ---��_.,,^,.~--.^-....-^~~..,_...,..^.^_.~^..^.,.~~~~~ Test Pit Luem_.-^................. COPYright 0 2006Materials resting & Inspection, Inc. MATERIALS TESTING & INSPECTION September 18, 2006 Page # 3 of 25 t I Environmental Services ❑ Geotechnical Engineering 0 Construction Materials Testinc, O Special Inspections rAboise\2006 reports11200-13991b61371g\b61371geotech doc INTRODUCTION This report presents results of a geotechnical investigation and analysis in support of data utilized in design of structures as defined in the 2003 International Building Code (IBC)., Information in support of groundwater and stormwater issues pertinent to the practice of Civil Engineering is included.. Observations and recommendations relevant to the earthwork phase of the project are also presented. Project Description: The proposed development is located in the northwestern portion of the City of Meridian, Ada County, Idaho, and occupies a portion of' the NEY, of Section 2, Township 3 North, Range 1 West, Boise Meridian The project will consist of development of an undetermined number of residential lots on an approximate 10.,6-acre site., Roadways are anticipated to be included as part of the development, Proposed grading is presently undetermined Authorization: s-- Authorization to perform this exploration and analysis was given in the form of verbal authorization to proceed from Mr. Scott Norijuki to Liz Brown of Materials Testing and Inspection, Inc., (MTI), on 28 August 2006. Said authorization is subject to terms, conditions, and limitations described in the Professional Services Contract entered into between Gemstar Properties, LLC and MTI. Our scope of services for the proposed development has been provided in our proposal dated 28 August 2006, and again below. Purpose: The purpose of this Geotechnical Engineering Report is to determine various soil profile components and their engineering characteristics for use by design engineers and/or architects in: • Preparing or- verifying suitability of foundation design and placement, • Preparing site drainage designs, and, • Indicating issues pertaining to earthwork construction, Scope: The scope of this investigation included review of geologic literature and existing available geotechnical studies of the area, review of available environmental reports, visual site reconnaissance of the immediate site, subsurface exploration, field and laboratory testing, and an engineering analysis and evaluation of foundation materials, The scope of work did not include design recommendations specific to individual residences. Copyright © 2006 Materials Testing & Inspection, Inc 2791 South Victory View way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id.com • www mti-id.com MATERIALS September 18, 2006 TESTING & Page # 4 of 25 INSPECTION i ; Environmental Services 0 Geotechnical Engineering ❑ Construction Materials Testing ❑Special inspections rAboise12006 reports11200-1399\b61371g1b61371geotech doc Warranty And Limiting Conditions: Field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above. MTI warrants that findings and conclusions contained herein have been promulgated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics and engineering geology, only for the site and project described in this report., These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the subject property within the scope cited above and are necessarily limited to conditions observed at the time of the site visit and research. The report is also limited to information available at the time it was prepared. In the event additional infbrmation is provided to MTI following the report, it will be -forwarded to the client in the form received for evaluation by the client. There is a distinct possibility that conditions may exist which could not be identified within the scope of the investigation or- which were not apparent during the site investigation. This report was prepared for the exclusive use of Gemstar Properties, LLC and their retained design consultants ("Client"),. Conclusions and recommendations presented in this report are based upon agreed -upon scope of work outlined in the report and Contract for Professional Services between Client and Materials Testing and Inspection, Inc. ("Consultant"), Use or misuse of this report, or reliance upon findings hereof by patties other, than the Client, is at their- own risk, Neither Client nor Consultant make representation of warranty to such other parties as to accuracy or- completeness of this report or suitability of its use by such other parties for purposes whatever, known or unknown to Client or Consultant, Neither Client nor Consultant shall have liability to, or indemnifies or- holds harmless third parties for losses incurred by actual or purported use or misuse of this report.. No other warranties are implied or expressed.. General: Revisions in plans and or drawings for- the proposed development from those enumerated in this report should be brought to the attention of the soils engineer- to determine if' changes in foundation recommendations are required. Deviations from noted subsurface conditions if encountered during construction, should also be brought to the attention of the soils engineer, Copyright © 2006 Materials Iesting & inspection; Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mtHd,com • www,mtHd com MATERIALS TESTING & INSPECTION September 18, 2006 Page # 5 of 25 t i Environmental Services O Geotechnical Engineering ❑ Construction Materials Testing 0 Special Inspections r:ibois62006 reports11200-I399%61371g%61371geotech.doc DESCRIPTION OF SITE Site Access: Access to the site may be gained via Interstate 84 to the Meridian Road exit.. Proceed north on Meridian Road approximately 1..5 miles to its intersection with Fairview Avenue.. From this intersection, proceed west on Fairview Avenue for .3 miles to Linder- Road. Proceed north on Linder Road for approximately 0.75 mile to its intersection with Turtle Creek Drive. From this intersection, proceed west on Turtle Creek Drive for approximately 03 miles to White Law Drive.. Follow White Law Drive for approximately 02 mile at which point the road turns a 90 degree angle. The site is located north of this corner„ Presently the site exists as undeveloped land with a cell tower in the middle of the parcel.. The location is depicted in site map plates included in the Appendix, General Geology OfArea: The subject site is located within the Boise Valley which is directly underlain by a thick sequence of alluvial sands and gravels typically deposited on basalt formations.. These sediments are loosely named the Boise River Gravels and were deposited as river floodplain and stream overwash fi-om the Boise River., These gravel deposits tend to have imbricated well-rounded clasts, poor sorting and crude stratification of beds of gravel and lenses of cross -bedded sand suggesting deposition in braided channels. The Boise River Gravels consist of unconsolidated clay, silt, sand, gravel, and cobbles., These gravels have been subdivided into smaller units based on their age and are exposed as distinct alluvial terraces. Five of these terraces are well exposed in the Boise area and range in age from Middle Pleistocene to Holocene (Recent) (0 - 0 9 million years ago), The site lies on the Whitney Terrace, the second terrace above the currently defined floodplain (0thberg and Stanford, 1992). Site Topography, Drainage And Vegetation: The proposed development consists of approximately 10„586 acres of relatively flat land, with a cell tower located in the venter portion of the pioper ty The suil'ace exhibits line grail ed sons throughout the majori y of the site, The parcel is surrounded by existing residential development, Regional drainage is north toward the Boise River.. Stormwater drainage for the site is achieved by percolation through surfrcial soils.. No storrnwater drainage facilities are located in the vicinity of the site and the area does not receive significant off -site drainage., Vegetation throughout the area consists primarily of native grasses. Copyright O 2006 Materials Iesting & Inspection, Inc ciai >outn victory view Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id com • www mtHd com MATERIALS TESTING & INSPECTION September 18, 2006 Page # 6 of 25 f l Environmental Services 0 Geotechnical Engineering 0 Construction Materials Testing ❑ Special Inspections rAboise\2006 reports\1200-13991b61371g\b61371geotech doc Site Climatology And Geochemistry: Average precipitation for the region is on the order of 10 to 12 inches per year.. Annual average temperature range fibm 20° F to 91° F with extremes ranging from -4° F to 102° F. Average wind speed range toll miles per hour in spring with a prevailing direction from the southeast, Soil in the area is primarily derived fiom siliceous materials and exhibits low electro-chemical potential for corrosion of metals or concretes.. Local aggregates are generally appropriate for Portland Cement and Lime Cement mixtures. The State Transportation Department has adopted anionic asphalt cements The pH of'surface water, groundwater, and soil in the region typically range from 7 to 9. No indication of abnormal geochemical conditions was noted on -site, Nominal frost penetration is typically on the order, of 6 inches, with extremes ranging to 3 feet. Geoseismic Setting: Soils on -site are classed as Site Class D in accordance with Chapter, 16 of the 2003 edition of the IBC.. Building structures on this project should be designed as per the IBC requirement for such a seismic classification Our- investigation did not reveal potential hazards resulting from earthquake motions: slope instability, liquefaction, and surface rupture because of faulting or lateral spreading,. Incidence and anticipated acceleration of'seismic activity in the area is low.. SOILS EXPLORATION Exploration And Sampling Procedures: The field exploration to determine engineering characteristics of subsurface materials included a reconnaissance of the project site and investigation by test pit.. Test pit sites were located in the field by means of normal taping procedures from on -site features or- known locations and are presumed to be accurate to within a few feet.. Upon completion of investigation each test pit was backfilled in with loose excavated materials. These loose areas need to be re -excavated and compacted prior, to constructing structures over them.. Samples were obtained from representative soil strata encountered in test pits., Samples obtained have been visually classified in the field by an engineering technician, identified according to test pit number, and depth, placed in sealed containers and transported to our laboratory for additional testing. These materials have been further described in detail on logs provided in the Appendix. Results of'freld and laboratory tests are also presented on these logs It is recommended that these logs not be used fbr estimating quantities because of'highly interpretive results.. Copyright © 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail rnti@mtHd.com • www.mti-ld.com MATERIALS TESTING & INSPECTION September 18, 2006 Page # 7 of 25 F�. { Environmental Services ❑ Geotechnical Engineering 0 Construction Materials Testin 0 Special Inspections i Aboise\2006 reports\1200-1399\b61371 g\b6137 i geotech doc Laboratory Testing Program: Along with the field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of subsurface materials necessary in analyzing the behavior of the proposed structures. Laboratory tests were conducted according to current applicable American Society for, Testing and Materials (ASTM) specifications, and results of these tests are to be found on the accompanying logs located in the Appendix.. The laboratory testing program for this report included Atterberg Limits Tests - ASTM designation D 4318, Grain Size Analysis - ASTM designation C 117, C 136, and Resistance R-Value and Expansion Pressure of Compacted Soils — ASTM designation D 2844, Soil And Sediment Profile: A total of four test pits were advanced to depths of 10.2 to 11..6 feet across the site. Groundwater- was encountered at depths of 9„8 to 11.0 feet. The developed soil profile represents only a generalized case, and variations between test pits should be anticipated; Lean Clay (CL) — Brown, dry, hard, lean clay soils were observed at ground surface across the site.. Organic material was present to depths of 1.0 and 1.5 feet.. Lean clay soils were noted to depths of L5 to 2.7 feet within the test pits Cemented Silt (ML) — Underlying surficial clay, light brown, dry, weakly cemented, silt is present. Cementation was noted in all test pits. This soil extended to depths of 4..4 to 6.8 feet. Silty Sand (SM) - Brown, dry to slightly moist, medium dense to dense, indurated silty sand (SM) was observed underlying cemented silt in all test pits.. Silty sand soils were noted to depths of 9:2 to 10.1 feet, Poorly Graded Sandy Gravel (GP) - Brown, slightly moist to saturated, poorly graded gravel sediments were observed at depth in all test pits. Fine to coarse grained sand and cobbles of up to 6 inches in diameter were present within this soil type.. Poorly graded gravel sediments extended through the termination depths of all test pits.. Walls of each test pit were stable with the exception of those through native granular soils„ Excavations through manular• soils will have a propensity for sloughing or cavinL7- especially after- penetrating the water - table Soils Survey Review: A review of the United States Department of Agriculture, Soil Conservation Service, Soil Survey of Ada County Area, Idaho, 1980, indicated the site can be characterized Purdam silt loam., This soil is well - drained, moderately slow permeability above hardpan and digging and trenching in this soil may be hampered by hardpan.. The low strength, frost action potential, and high shrink -swell potential limit the construction of roads and streets, however, suitable sub -grade material can offset these limitations Copyright © 2006 Materials Iesting & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id com • www mti-id corn MATERIALS September 18, 2006 TESTING Page # 8 of 25 Fr INSPECTION t . Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections 1:\boise\2006 reports\1200-1399\b6137Ig\b6I371geotech doc Volatile Organic Scan: No environmental concerns were identified prior to commencement of the investigation. Therefore, soils obtained during on -site activities were not assessed for volatile organic compounds by portable photoionization detector.: Samples obtained during our exploration activities exhibited no odors or discoloration typically associated with this type contamination. SITE HYDROLOGY General Notes: Existing surface drainage conditions are defined in the Description of Site, Information provided in this section is limited to observations made at the time of the investigation. Regional and/or local ordinances may require information beyond the scope ofthis report. Groundwater: Groundwater was encountered at depths of 9..8 to 11.0 feet during the field investigation:: Groundwater levels in the site vicinity are controlled in large part by residential irrigation activity and canal leakage in the local area, and are likely at their maximum elevations during the irrigation season: Estimation of seasonal groundwater fluctuation is problematic without regular monitoring., Based on the evidence of this investigation, and background knowledge of the area, it is unlikely that groundwater- will be encountered during construction and is anticipated to remain at depths of greater than 8 feet below the ground surface throughout the year. This depth is an estimate, and can be confirmed following periodic monitoring.. Soil Infiltration Rates: Soil permeability is a measure of the ability of a liquid to move through a soil and was not tested in the field. However, pipes for possible percolation testing were installed in test pits 1 and 3.. In this report this t t_-. ] .7atio. /lt 1 th lized soil pro -file fbi parameter is appro]ilillateu by sUil IYlJG atilt grati4llVir. Vt ili�iia i�iiiiYr3$ing the generaa1 %A 0 AA Y1V111� lvl this study, lean clay and silt soils generally offer little permeability, with typical infiltration rates less than 2 inches per hour, though calcium carbonate cementation encountered within cemented silt soils may reduce this value to near zero. Silty sand soils typically exhibit infiltration rates of'2 to 6 inches per hour, however, induration encountered within silt sand soils may reduce this value to near zero. Poorly graded sandy gravel soils typically exhibit infiltration values in excess of 24 inches per hour, and percolation testing is typically not required within these soils as a result of the free -draining nature of the gravel sediment. All infiltration facilities constructed on -site should be extended into native sandy gravel sediments. Excavation depths of approximately 92 to 10.1 feet should be anticipated to expose sandy gravel soils: In addition, because of the high permeability, ASTM C .33 filter sand, or equivalent, should be incorporated into design of infiltration facilities. MTI recommends that DEQ groundwater separation requirements be utilized:. An infiltration rate of 8 inches per hour should be used for design; Copyiight @ 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way - Boise, ID 83709 - (208) 376-4748 - Fax (208) 322-6515 E-Mail rnti@mtkid corn 9 www mtkid.com MATERIALS TESTING & INSPECTION September 18, 2006 Page # 9 of 25 Environmental Services C7 Geotechnical Engineering ❑ Construction Materials Testing O Special Inspections rAboise\2006 reports11200-1399%61371g1b6137Igeotech doc FOUNDATION AND PAVEMENT DISCUSSION AND RECOMMENDATIONS General Notes: Presently, approximately an undetermined number- of residential Iots are proposed for- the project site Considering typical residential construction, and subsurface conditions, it is recommended that the structures be founded upon conventional spread footings and continuous wall footings. The followinIZ recommendations are not specific to the individual structures, but rather, should be viewed as guidelines for the subdivision wide development. Foundation Design Recommendations: On the basis of data obtained from the site and test results from various laboratory tests performed, MTI recommends following guidelines be used for the net allowable soils bearing capacity„ ASTM D 1557 Net Allowable Soils Footing Depth Subgrade Compaction Bear -in Capacity Footings should bear on competent, native, cemented silt present at depths of L5 to 6.8 feet Not required for native 1,500 lbs/fe across the site, All sur-ficial clay soils and organic soil material must be removed from below fbotin s. i 'Verification of bearing soils for each residence by a pualifred _geotechnical engineer, eneineerin technician, or- buildin official at the time of construction is recommended. Footings should be proportioned to meet the stated bearing capacity and/or the IBC 2003 minimum r,equir•ements.. Total settlement should be limited to about I inch with differential settlement of approximately 1/2 inch., Objectionable soil types encountered at the bottom of footing excavations should be removed and replaced with structural fill. Excessively loose or soft areas that are encountered at footing subgrade will require over -excavation and backfilling with structural fill. To minimize effects of slight differential movement that may occur because of'vaiiations in character of'supporting soils, and in seasonal moisture content, MTI recommends continuous footings be suitably reinforced to make them as rigid as possible. For frost protection, the bottom of'exteinal footings should be 24 inches below finished made. Crawl Space Recommendations: Considering the presence of cemented soils across the site, all residences constructed with crawl spaces should be designed in a manner that will inhibit water in the crawl spaces. Therefore, proper grading should be considered to be critical. MTI recommends that roof drains carry storm water at least 5 feet away from each residence, and grades should be greater than 5% for a distance of 10 feet away from all residences., In — addition, rain gutters should be placed around all sides of residences, and backfrll around stem wails should be placed and compacted in a controlled manner.. Copyright G 2006 Materials Iesting & inspection, Inc.. 2791 South Victory View Way a Boise, ID 83709 @ (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id.com • www.mti-id com ..r MATERIALS September 18, 2006 TESTING Fs' Page # 10 of 25 INSPECTION ( Environmental Services O Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections r:\boise\2006 reports\1200-1399%61371g\b61371geotech doc Recommended Pavement Sections: MTI collected a sample of near -surface soils for R-•value testing representative of soils to depths of 23 feet below existing ground surface.. A bulk sample collected from test pit 3, consisted of lean clay (CL) soil.. This sample yielded an R \value less than .5. An R value of 1 was used for design. As required by Ada County Highway District, MTI has used a traffic index of'6 to determine necessary pavement cross -sections for- the site Additionally, MTI has made other assumptions for traffic loading variables based on the character of the proposed construction. The Client should review these assumptions to make sure they reflect intended use and loading of'pavements both now and in the future., Flexible Pavement Sections The Idaho Method as defined in Idaho Department of Transportation's Materials Manual (section 500) was used to develop the pavement section.- Ada County Highway District (ACHD) parameters for traffic index and substitution ratios were also used in the design, and were obtained from ACHD's Development Policy Manual. Calculation sheets provided in the Appendix indicate the soils values, -traffic loading, and material ratios used to calculate the pavement sections., MTI recommends that all materials used in the construction of Asphaltic Concrete Pavements meet the requirements of the Idaho Standards fbr Public Works Construction (ISPWC) specifications. Construction of the pavement section should be in accordance with 1 these specifications.. The following thicknesses are MINIMUM THICKNESSES for assured pavement function Pavement Section Component Driveways and Parkin , Residential Streets Asphaltic Concrete 2.5 Inches Untreated Aggregate Base 4.0 Inches Granular Borrow 14.0 Inches Compacted Sub rade Not Required Aggregate Base Material complying with ISPWC Standards for Crushed Aggregate Materials Structural Subbase Any material complying with the requirement fbi granular structural fill (uncrushed) as defined in ISPWC. Copyright © 2006 Materials Iesting & Inspection, Inc 2791 South Victory View Way * Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id.com • www.mti-id com MATERIALS TESTING & INSPECTION September 18, 2006 Page # 11 of 25 Environmental Services 0 Geotechnical Engineering 0 Construction Materials Testing 0 Special Inspections xAboise\2006 reportst1200-1399%61371g1b61371geotech doe Common Pavement Section Construction Issues The subgrade upon which above pavement sections are to be constructed must be properly stripped, compacted (if•indicated), inspected and proof'rolled.. Proof rolling of'subgrade soils should be accomplished with a heavy rubber -tired fully loaded tandem axle dump truck or equivalent.. MTI anticipates that pavement areas will be subject to moderate traffic.. It should be noted that surficial clay soils near to and above optimum moisture contents, may tend to pump. Pumping or soft areas must be removed and replaced with structural fill. Fill material and compacted native subgrade soils (if required) in support of the pavement section as well as aggregates comprising the pavement section must be compacted to not less than 95% of maximum dty density indicated by ASTM D 698 for, flexible pavements and by ASTM D 1557 for rigid pavements.. If a material placed as a pavement section component cannot be tested by usual compaction testing methods, compaction of that material shall be approved by observed proof rolling.. Minor deflections from proof rolling for flexible pavements are allowable. Deflections from proof rolling of rigid pavement support courses should not be visually detectable. MTI recommends that rigid concrete pavement be provided for heavy garbage receptacle parking. This will eliminate damage caused by the considerable load of containers transferred onto the small steel wheels and subsequently onto the asphaltic concrete, Rigid concrete pavement should consist of Portland Cement Concrete Pavement (PCCP) generally adhering to ITD specifications for Urban Concrete, PCCP shall be 6 inches thick on a 4 inch drainage fill course, should be reinforced with welded wire fabric, and control joints shall be on 12 foot centers or less CONSTRUCTION CONSIDERATIONS Ear-thwor-k: Recommendations in this report are based upon structural elements of the project being founded on competent native silt -sand mixtures or compacted structural fill . soils, areas should be stripped to an elevatrvn that exposes these soil Jpes. Excessively organic dolls, deleterious materials, C"Iw`or d1JtUl Ved soils generally undergo high volume changes when subjected to loads, which is detrimental to subgrade behavior in the area of pavements, floor slabs, structural fills, and foundations. Mature trees, and native grasses with associated root systems were noted at the time of our investigation.. It is recommended that organic and/or disturbed soils, if encountered, be removed to depths of 1.2 feet (minimum), and wasted or stockpiled for later use. Stripping depths should be adjusted in the field to assure that the entire root zone and/or disturbed zone and/or, topsoil is removed, prior' to placement and compaction of structural fill materials.. Exact removal depths should be determined during grading operations by a qualified geotechnical representative, and shall be based upon subgrade soil type, composition, and firmness or, soil stability. Unidentified underground storage tanks (UST), below surface utilities, wells, or septic systems must be decommissioned, removed or abandoned as deemed necessary by governing Federal, State, and local agencies, Excavations developed as the result of such removal must be backfilled with structural fill materials as defined below Copyright © 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti©mtl-id.com • www mti-id.com MATERIALS TESTING & INSPECTION September 18, 2006 Page # 12 of 25 1 Environmental Services ❑ Geotechnical Engineering O Construction Materials Testing ❑ Special Inspections i:\boise\2006 reports\1200-13991b6137Ig\b61371geotech doc After existing subgrade soils are excavated to design grade, proper control of subgrade conditions (i•e, moisture content) and placement and compaction of new fill (ifrequired) should be overseen by a representative of the soils engineer (Mn).. Recommendations for structural fill presented within this report can be used to minimize volume changes and differential settlements that are detrimental to the behavior of footings, pavements, and floor slabs Sufficient density tests should be performed to properly monitor compaction. For- structural fill beneath building structures one in -place density test per lift for every 5,000 square feet is recommended, In parking and driveway areas this can be decreased to one test per, lift for every 10,000 square feet.. Dry Weather-: If construction is to be conducted during what is considered "Dry" seasonal conditions, problems associated with soft soils may be avoided. However, shallow groundwater- conditions, related to springtime runoff and/or late summer/early fall irrigation, may induce rutting subgrade soils. Solutions to problems associated with soft subgrade soils are outlined below, Problems may also arise because of lack of moisture in native and fill soils at time of placement. This will require addition of water- to achieve near- optimum moisture levels. Low cohesive soils exposed in excavations may become friable, increasing chances of sloughing or € caving„ Measures to control excessive dust should be considered as part of the overall health and safety management plan.. Wet Weather: If construction is to be conducted during what is considered "Wet" seasonal conditions (commonly from mid -November to April), problems associated with soft soils must be considered as part of the construction plan. During this time of year-, fine grained soils such as silts and clays will become unstable with increased moisture content, and eventually deform or rut,. Additionally, constant low temperatures reduce the possibility of drying soils to near optimum conditions Copyright © 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id.com • www,mti-id.com MATERIALS TESTING & INSPECTION September 18, 2006 Page # 13 of 25 Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections rAboise\2006 reports\1200-1399\b6137Ig\b6137Igeotech.doc Soft Subgr-ade Soils: Shallow fine grained subgrade soils that are high in moisture content can be expected to pump and rut under construction traffic„ The following recommendations and/or options have been included for dealing with anticipated subgrade conditions: Track -mounted vehicles should be used to strip subgrade of root matter- and other- deleterious debris. Heavy rubber -tired equipment should be prohibited from operating directly on native subgrades, and in structural areas such as roadways and foundations.. Construction traffic can be restricted to designated roadways that do not cross, or cross on a limited basis, proposed roadway or parking subgrades.. 0 During periods of wet -weather, construction on -site may become very difficult if' not impossible. To ensure constructability, access/haul roads should be constructed with a minimum of 2 feet of structural fill material. Fill material should consist of relatively large cobble (4 to 6 inch in diameter) with sufficient fines to fill voids.. • Instead of structural fill placement, scarification and aeration of subgrade soils can be employed to reduce the moisture content, After stripping is complete, the exposed subgrade should be ripped and/or disked to a depth of 1.5 feet and allowed to air dry for 2 to 4 weeks.. Further disking should be performed on a weekly basis to aid the aeration process., i Alternate recommendations can be provided involving lime or cement stabilization and use of geotextiles, upon request. Frozen Subgrade Soils: Frozen subgrade soils must be allowed to thaw, or- may be stripped prior to placement of structural fill materials or- foundation elements.. Frozen soils must be removed to depths that expose non -frozen soils and wasted or stockpiled for later use. These soils must be allowed to thaw and return to near optimum conditions prior to use as structural fill Structural Fill: Soi1S regarded as suitable for use ass Stiuctunal fill ar'e f}•nSe claecified as GIV GP C3T%/r SLAT QP CQ'T;ir n-AA 44AV JJAAA V I , , -1-, , y , ., µA ML, in accordance with the Unified Soil Classification System (USCS) (ASTM D 2487). The use of silty soils (USCS designation of GM, SM, and ML) as fill may be acceptable.. However, these materials require very high moisture contents fbr compaction and require a long time to dry out if natural moisture contents are too high. Therefore these materials can be quite difficult to work with as moisture content, lift thickness, and compactioe effort becomes difficult to control. If' silty soil is used for structural fill, lift thicknesses should not exceed 6 inches (loose), and fill material moisture must be closely monitored at both the working elevation and the elevations of materials already placed. Following placement, silty soils must be protected from degradation resulting from construction traffic or subsequent construction. Copyright © 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id corn • www mtkid corn MATERIALS TESTING & INSPECTION September 18, 2006 Page # 14 of 25 ,.... ( ; Environmental Services O Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections r:\boise\2006 reports\1200-1399\b61371g\b61371geotech,doc Recommended granular structural fill materials, those classified as GW, GP, SW, SP, should consist of a 6 inch minus select, clean, granular- soil with no more than 30% oversize (greater than 3/4 inch) material and no more than 12% fines (less than #200) and placed in layers not to exceed 9 inches in thickness. Prior- to placement of structural fill materials, surfaces must be prepared as outlined in the Construction Considerations section.. Structural fill material should be moishite-conditioned to achieve optimum moisture content prior to compaction. For- structural fill below footings, areas of compacted backfill must extend outside the perimeter of the footing for a distance equal to the thickness of fill between the bottom of foundation and underlying soils, or 5 feet, whichever is less.. Each layer of structural fill must be compacted to a minimum density of 95% of maximurn dry density as determined by ASTM D 1557 (for rigid structures) or D 698 (for flexible pavements), The ASTM D 1557 and D 698 test methods shall be used for- samples containing up to 40% oversize particles (greater than 3/4 inch). If material contains more than 40% but less than 50% oversize particles, compaction of fill shall be confirmed by proof -rolling each lift with a 10-ton vibratory roller (orequivalent) until the maximum density has been achieved, Density testing shall be performed after each proof -rolling pass until the in -place density test results indicate a drop (or no increase) in the dry density, defined as the maximum density or "break over' point The number of required passes shall be used as the requirement on the remainder- of fill placement.. Material shall contain sufficient fines to fill all void spaces, and shall not contain more than 50% oversize particles., Backfill: Backfill materials shall ascribe to the requirements of structural fill except that the maximum material size shall be 4 inches.. In no case shall material greater than 2 inches in diameter bear directly on structural elements. Placing oversized material against rigid surfaces interferes with proper compaction Backfill should be compacted in accordance with specifications for- structural fill, except in those areas where it is determined that future settlement is not a concern, such as planter areas.. In nonstructural areas, Backfill must be compacted to a firm and unyielding condition, Fxravatinns: Shallow excavations that do not exceed 4 feet in depth may be constructed with side slopes approaching vertical. Below this depth, it is recommended that slopes be constructed in accordance with Occupational Safety and Health Administration (OSHA) regulations, section 1926, subpart P. Based on these regulations, on -site soils are classified as type "C" soil, and excavations within these soil should be constructed at a maximum slope of 1 %Z foot horizontal to 1 foot vertical (i %2H:1 V) for excavations up to 20 feet in height. Excavations in excess of 20 feet will require additional analysis.. Note that these slope angles are considered stable for short-term conditions only, and will not be stable for long-term conditions. Copyright © 2006 Materials Iesting & Inspection, Inc 2791 South Victory View Way - Boise, ID 83709 - (208) 376-4748 - Fax (208) 322-6515 E-Mail mti@mtl-id.com - www mti-id com MATERIALS TESTING & INSPECTION September 18, 2006 Page # 15 of 25 Environmental Services O Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections r.\boise\2006 reports\I200-1399\b61371g%61371geotech.doc For deep excavations, native granular soils cannot be expected to remain in position. These materials are prone to failure and may collapse, thereby undermining upper soils layers This is especially true when working at depths near- the water, table. Proper care must betaken to protect personnel and equipment. During our' subsurface exploration, test pit sidewalls generally exhibited little indication of collapse. However-, some caving of granular soils occurred, especially after penetration of the water, table. Care must be taken so that excavations are properly backfiiled in accordance with procedures outlined in this report. Water and loose debris should be removed from these excavations, prior to placement of fill soils or concrete . Groundwater Control: Groundwater- was encountered in the investigation, but is anticipated to be below the depth of most construction.. However, special precautions may be required for- control of surface runoff and subsurface seepage in general. It is recommended that runoff' caused by wet weather be directed away from open excavations. On -site silty or clayey soils can be expected to become soft and pump if'subjected to excessive traffic following periods of wet weather. Ponded surface water areas should be drained to allow construction €' to take place through methods such as trenching, sloping, crowning grades, nightly smooth drum rolling, or installation of a French -drain system.. Additionally, temporary or permanent driveway sections may be constructed should wet weather be forecast.. GENERAL COMMENTS When plans and specifications are complete, or if significant changes are made in the character or location of the proposed development, consultation should be arranged as supplementary recommendations may be required. It is recommended that the service of a qualified geotechnical engineering firm be engaged to test and evaluate soils in footing excavations before placement of concrete to determine if'soils meet compaction requirements. Monitoring and testing should also be performed to verify that suitable materials are used for structural fill and that proper placement and compaction is performed, Copyright Q 2006 Materials Iesting & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mtl-id.com • www.mtkid.com I MATERIALS SePtem P ge# 16of25 TESTING & INSPECTION (. Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections j r\boise\2006 reports\1200-1399%6137Ig%61371geotech.doc REFERENCES American Society for Testing Materials, 1999, Standard Test Method for- Materials Finer than 75-µm (No.. 200) Sieve in Mineral Aggregates by Washing: C 117 - 95, 3 p., American Society for Testing Materials, 1999, Standard Test Methods for Liquid Limit, Plastic Limit, and Plasticity Index of Soils, ASTM Designation: D 4318 - 86, 11 p.. Collett, RA.., 1980, Soil Survey of Ada County Area, Idaho: US Department of Agriculture, Soil Conservation Service, 327 p. Othbeig, K.L, and Stanford, L.A., 1992, Geologic Map of the Boise Valley and adjoining area, Ada and Canyon Counties, Idaho: Idaho Geologic Map Series, scale 1:100,000, Copyright © 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti Q mtHd com • www mtHd com MATERIALS September 18, 2006 Page # 17 of 25 TESTING & INSPECTION Environmental Services 0 Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections i r:\boise\2006 reports\I200-13991b61371g\b61371geotech.doc APPENDIX GEOTECHNICAL GENERAL NOTES UNIFIED SOIL CLASSIFICATION SYSTEM GEOTECHNICAL TEST PIT LOGS PAVEMENT THICKNESS DESIGN SHEETS R-VALUE TEST DATA SITE MAP PLATES Copyright © 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id com • www.mti-id com MATERIALS September 18, 2006 TESTING Page # 18 of 25 Ft INSPECTION Environmental Services i] Geotechnical Engineering t7 Construction Materials Testing 0 Special Inspections r:lboise\2006 reports\1200-1399\b61371g\b6137lgeotech doc GEOTECHNICAL GENERAL NOTES SOIL PROPERTY SYMBOLS N: Standard "N" penetration: Blows per foot of a 140 pound hammer falling 30" on a 2" O D. SS. Qu: Unconfined compressive strength, tons/f12 Qp: Penetrometer value, unconfined compressive strength, tons/f12 Qe: Cone Penetrometer- value, unconfined compressive strength, pounds/in2 V: Vane value, ultimate shearing strength, tons/ft2 M: Water content, % LL: Liquid Limit PI: Plasticity Index NP: Non -Plastic D: Natural dry density, lbs/ft3 WT: Apparent groundwater- level (at time noted after completion). DRILLING AND SAMPLING SYMBOLS SS: Split -Spoon - 1 .3/8" 1..D , 2" O.D.., except where noted.. ST: Shelby Tube - 3" O D.., except where noted.. AU: Auger Sample, DB: Diamond Bit, CB: Carbide Bit. GS: Grab Sample, RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Non -Cohesive Soils Standard Penetration Resistance Cohesive Soils Standard Penetration Resistance Very Loose <4 Very Soft <2 LUosu 4-1 V OWL 2-4 Medium Dense 10-30 Firm Medium Stiff) 4-8 Dense 30-50 Stiff 8-15 Very Dense >50 Very Stiff 15-30 Hard >30 PARTICLE SIZE Boulders 12 in + Coarse Sand Cobbles 12 in to 3 in. Medium Sand Gravel 3 in to 5 mm Fine Sand 5 mm to 0.6 mm Silts 0 074 mm to 0.005 mm 0.6 mm to 0.2 mm Clays 0 005 mm & Smaller 02mmto0.074mm Copyright © 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id com • www mti-id com MATERIALS September 18, 2006 Page # 19 of 25 TESTING & INSPECTION { Environmental Services 0 Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections nftise\2006 reports11200-1399\b61371 g\b61371 geotech doc Unified Soil Classification System Major Symbol Soil Descriptions Divisions Well -graded gravels, gravel -sand mixtures, little or no fines Gravel GW and Poorly -graded gravels, gravel -sand mixtures, little or no fines Gravelly GP Soils Silty gravels, Poorly -graded gravel -sand -silt mixtures <50% GM coarse fraction Clayey gravels, Poorly -graded gravel -sand -clay mixtures passes #4 sieve GC Coarse Well -graded sands, gravelly sands, little or no fines Grained Sand SW Soils and Poorly -graded sands, gravelly sands, little or no fines <50% Sandy SP passes #200 sieve Soils >50% SM Silty sands, Poorly -graded sand -gravel -silt mixtures coarse fraction Clayey sands, Poorly -graded sand -gravel -clay mixtures passes 94 sieve SC Inorganic silts & very fine sands, silty or clayey fine sands, Silts ML clayey silts and Inorganic clays of low to medium plasticity, gravelly clays, sandy Clays CL clays, silty clays, lean clays Fine LL < 50 Organic silts and organic silt -clays of low plasticity Grained OL Soils Inorganic silts, micaceous or diatomaceous fine sand or- silt >50% Silts MH Inorganic clays of high plasticity, fat clays passes and #200 sieve Clays CH LL > 50 Organic silts and clays of medium -to -high plasticity OH Highly Organic Soils Peat, humus, hydric soils with high organic content PT Copyright © 2006 Materials Iesting & Inspection, Inc. 2791 South Victory View Way - Boise, ID 83709 - (208) 376-4748 - Fax (208) 322-6515 E-Mail mti@mti-id com - www mti-id.com MATERIALS Septembet 18, 2006 TESTING & Page # 20 of 25 INSPECTION Environmental Services ❑ Geotechnical Engineering 0 Construction Materials Testing C3 Special Inspections r.\boise\2006 reports1I200-13991b61371&61371geotech doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP-1 Date Advanced: 9/1/06 Logged By: Liz Brown Excavated By: Struckman's Backhoe Service Location: See Later, Site Map Plates Depth to Water Table: 10.6 Feet Depth to Bottom Of Hole: 11.4 Feet Depth Field Description, w/USCS Soil Sample Sample Depth" Qp Lab Test Feet and Sediment Classification Type From -To) ID Lean Clay (CL): Brown, dry, hard, 0,.0 2.7 with organic material to 1.1 feet. 4.5 Cemented Silt (ML): Light brown, 2.7-6..7 dry, very stiff to hard, weak calcium 3.0-4.5 carbonate cementation. Silty Sand (SM): Brown, dry to I 6.7-9 2 slightly moist, medium dense to dense, indurated, with fine grained --isand. Poorly Graded Sandy Gravel 9.2-11.4 (GP): Brown, slightly moist to saturated, medium dense, with fine to medium grained sand and 6 inch minus cobbles. Piezometer Installed Copyright © 2006 Materials Testing & Inspection, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail md@mti-id.com • www mtkid.com j MATERIALS September 18, 2006 TESTING & Page # 21 of 25 INSPECTION Environmental Services ❑ Geotechnical Engineering O Construction Materials Testing O Special inspections rAboise\2006 reports11200-1399\b61371g\b6137Igeotech doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP-2 Date Advanced: 9/1/06 Logged By: Liz Brown Excavated By: Struckman's Backhoe Service Location: See Later Site Map Plates Depth to Water Table: 9.8 Feet Depth to Bottom Of Hole: 10.2 Feet 1[4.4-9-2 epth Field Description, w/USCS Soil Sample Sample Depth Qp Lab Test (Feet) and Sediment Classification Type rom-To .. _ ID Lean Clay (CL): Brown, dry, hard, 0-1.5 with organic material to 1.5 feet. 4.5 Cemented Silt (ML): Light brown, 5 -4.4 dry, very stiff to hard, weak calcium 3..75-4.5 carbonate cementation. Silty Sand (SA/1): Brown, dry to slightly moist, medium dense to dense, indurated, with fine grained sand. Poorly Graded Sandy Gravel 9..2-10 2 (GP): Brown, slightly moist to saturated, medium dense, with fine to medium grained sand and 6 inch minus cobbles. Copyright © 2006 Materials Iesting & Inspection, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@Mti-id com • www.mti-id com MATERIALS September 18, 2006 } TESTING Fr Page ## 22 of 25 I INSPECTION f ; Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections r\boise\2006 reports\I200-1399\b61371g\b61371geotech doc GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP-3 Date Advanced: 9/1/06 Logged By: Liz Brown Excavated By: Str-uckman's Backhoe Service Location: See Later Site Map Plates Depth to Water Table: 11.0 Feet Depth to Bottom Of'Hole: 11.6 Feet Field Description, w/USCS Soil Sample Sample Depth Qp Lab Test and Sediment Classification T e (From -To) -Lean Clay (CL): Brown, dry, hard,with rDth organic material to 1. 0foot. Bulk I.0-1..5 4.5 R-Value Cemented Silt (ML): Light brown, dry, very stiff'to hard, weak calcium 1545 carbonate cementation. Silty Sand (SM): Brown, dry to 5 7-10:1_ slightly moist, medium dense to dense, indurated, with fine grained sand. Poorly Graded Sandy Gravel 10..1-11.6 (GP): Brown, slightly moist to saturated, medium dense, with fine to medium grained sand and 6 inch minus cobbles. Piezometer Installer) Copyright © 2006 Materials Iesting & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id.com • www mti-id com i MATERIALS September I8, 2006 Page # 23 of 25 TESTING & INSPECTION i Environmental Services ❑ Geotechnical Engineering O Construction Materials Testing ❑ Special Inspections rAboise\2006 reports\1200-1399\b61371&61371geotech.doc i GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #: TP-4 Date Advanced: 9/1/06 Logged By: Liz Brown Excavated By: Str-uckman's Backhoe Service Location: See Later, Site Map Plates Depth to Water Table: 10.9 Feet Depth to Bottom Of Hole: 11.6 Feet Depth Field Description, w1USCS Soil Sample Sample Depth Qp Lab Test (Feet) and Sediment Classification Type From -To).- . ID Lean Clay (CL): Brown, dry, hard, 0.0-1.8 with organic material to 1.2 feet. GS 0.2-0.4 4..5 A Cemented Silt (ML): Light brown, 1,8-6.,8 dry, very stiff'to hard, weak calcium 3.54.5 carbonate cementation. Silty Sand (SIN): Brown, dry to 6.8-9..4 slightly moist, medium dense to dense, indurated, with fine grained sand. Poorly Graded Sandy Gravel 9.4-11.,6 (GP): Brown, slightly moist to saturated, medium dense, with fine to medium grained sand and 6 inch minus cobbles. Lab Test ID M LT_. Pi Sieve Anal- si.c - % - - #4 #10 #40 #100 #200 A 8.1 48 25 100 99 1 97 93 88.1 11 Copyright © 2006 Materials Testing Rs Inspection, Inc 2791 South Victory View Way - Boise, 0 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti Q mti-id corn • www mtHd com MATERIALS September 18, 2006 TESTING & Page # 24 of 25 INSPECTION r_ ( I Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections r.\boise\2006 reports\1200-1399\b61371g\b61371geotech doc IDAHO METHOD - PAVEMENT THICKNESS (USING ADA COUNIY HIGHWAY DISTRICI SUBSTITUTION RATIOS) Pavement Section Design Location: Ernest Property Average Daily Traffic Count: All Lanes & Both Directions Design Life: 20 Years I raffic Index: 600 Climate Factor: t R-Value of Subgrade: 100 Subgrade CBR Value: - Subgrade Mr: - R-Value of Aggregate Base: 80 P.-Value of Granular Borrow: 60 Subgrade R-Value: I Expansion Pressure of Subgrade: 033 Unit Weight of Base Materials: 130 Iotal Design Life 18 kip ESALIs: 33,131 ASPHALIIC CONCRETE: Gravel Equivalent, Calculated: 0 384 Feet Thickness: 0.196923077 Use= 0.208 Feet Gravel Equivalent, ACT UAL: 04I CRUSHED AGGREGATE BASE: Gravel Equivalent (Ballast): 0.768 (if only aggregate base is to be considered change B 14 to B 15) Thickness: 0329 Use=0.333 Feet Gravel Equivalent, ACTUAL: 0 772 GRANULAR BORROW: Gravel Equivalent (Ballast): 1901 Thickness: 1 129 r Use = 1.16666667 Feet Gravel Equivalent, ACTUAL: 1939 TOTAL Thickness: 1 708 Thickness Required by Exp Pressure: 0.366 This number must be less than TOTAL Thickness Design (ACHD Values) Depth Substitution Inches Ratios Asphaltic Concrete (at least 2 5): 2„50 195 (ACHD minimums: 2 5 fbr local & 3 for articollector) Asphalt Treated Base (at least 4.2); 0.00 Cement Treated Base (at least 41): 0.00 Untreated Aggregate Base (at least 4.2): 4..00 i 10 Granular Borrow (at least 4 2): 14.00 100 Copyright © 2006 Materials Iesting & Inspection, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id com 0 www mti-id.com MATERIALS ! September 18, 200E TESTING & Page # 25 of 25 INSPECTION Environmental Services ❑ Gectechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections r:\boise\2006 reports11200-1399\b613"71g\b61371geotech doe RESISTANCE "R" VAIJFF LARORATnRv TF.C'T TIATA Source and Description: TP-3, 1.0'-1.5' —Clay Date Obtained: September 1, 2006 Sample ID: 5601 __ �. _ Sampling and Pre arati:op.: ASTM D75: AASHTO AASHTO T87: X ASTM D421: Test Standard: ASTM D2844: AASHTO T190: Idaho T8: X Sam le A B C Dr Densitylb/$ NA NA NA Moisture Content % NA NA NA Expansion Pressure(psi) NA NA NA Exudation Pressure(psi) NA NA NA R-Value NA NA NA R-Value @ 200 psi Exudation Pressure = Less than 5** ** ASTM D2844 Note 2: Occasionally, material from very plastic clay -test specimens will extrude from under the mold and around the follower ram during the loading operation If this occurs when the 800-psi point is reached and fewer than five lights are lighted, the soil should be reported as less than 5 R-value R-Value @ Exudation Pressure i 10.0 8.0 i i 60 I � l w 40 i 2.0 j 0.0 300 250 200 150 100 Exudation Pressure (psi) Cop; right © 2006 Materials Testing & Inspection, Inc 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti C mti-id com • www mti-id com COMMON% q4W. Stanley Consultants TO: City of Meridian DATE: 660 E. Watertower, Ste 202 PROJECT: Meridian, ID 83642 LOCATION: PROJECT NO.: SUBJECT: Final Plat Application CONTRACT NO.: WE ARE SENDING YOU THE FOLLOWING ITEM(S): ATTACHED UNDER SEPARATE COVER E] HAND DELIVERED THESE ITEMS ARE SUBMITTED: AT YOUR REQUEST QX FOR YOUR APPROVAL ❑ FOR YOUR FILES FOR YOUR INFORMATION TRANSMITTAL April 18, 2008 Sundial Subdivision Meridian 19708 VIA FAX VIA EMAIL FOR YOUR REVIEW AND COMMENT FOR YOUR SIGNATURE FOR YOUR USE OTHER QTY DESCRIPTION I Completed & signed Commission & Council Review Application 3 Landscape Plan I Reduction of the landscape plan (8 %2 x 11) I Disk w/electronic version of final engineering plans I Disk w/electronic version approved preliminary plat, final plat & landscape plan I Recorded warranty deed for the subject property I Legal descriptions for Phase I and Phase 11 I Narrative fully describing proposed property I Scaled vicinity map showing the location of the subject property 32 sets Final plat copies folded I Copy of the Ada County Street Name Evaluation Letter I Detail of proposed amenities 1 set Storm Drain Calculations 1 check Fee I Affidavit of Legal Interest signed & notarized by the property owner 2 Copy of approved final plat (8 % x 11) of 1 & 2 4 Back up plats of Phase I and Phase 2 DISTRIBUTION: SIGNED BY: Mike Wilson • phone • fax email: info@stanleygroup.com • Internet: www.stanleyconsultants.com SC5021 R3 0107