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CITY CLERK FILE CHECKLIST Project Name: Oakcreek Contact Name: Becky McKay Date Received from Planning and Zoning Department: Planning and Zoning Level: ❑X Transmittals to agencies and others: File No. AZ 08-004 Phone: 938-0980 Hearing Date: April 9, 2008 June 5, 2008 April 14, 2008 ❑X Notice to newspaper with publish dates: 19-May-08 2-Jun-08 ❑ Certifieds to property owners: r L'2 S % l 5--7-0 k Mk --- El Planning and Zoning Commission Recommendation: _.ZrApprove 0 Deny City Council Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates ❑ Certifieds to property owners: ❑ City Council Action: Hearing Date: 1 b _-7d Fs - and .Aq f102 ias cLiAt q-la -2R Approve ❑ Deny ❑ Findings / Conclusions / Order received from attorney on: Find' s / Conclusions / Order: aa o O iginal Ras / Copy Cart Minutebook ropy Res 01,0.. pproved by Council: �r�0 / DNE,Cerr Ciy Engineer Copies Disbursed: - aN Pla°ner City A"pmey te S"ingCadhers Project Fila Deputy Clerk Findings Recorded °a Res, Onginal Carr Development Agreement: Ada County (CPAs) ACplicanl(—o PA,) Ong— Unu.b<.k Original. Minurebook Sent for signatures: ❑ CoPies ro. City CIeM1 srerera.°° s2te Treasurer, Aubror, Pressor ❑ Signed by all partie • sR@n An ..y5 °" Approved b Counc ❑ p p Y Enomey Cry Engineer Ciry Planner POfB h1B PyPlicant(r Recorded: ❑ appl ) Deputy Clerk F'"'"° M,.b' @ htinufebook ❑ Copies Disburs Nesotion ginal: coo�es to Mclicant CiPtyEEngineenginle r City Plenne, Ordinance No. N L),p'y mey Depty ClerkR—rd by Cc ncil: R<°"°'g,nalF °'an`l°`a°° °� Va<atl°n FlndngaApproved Original:Firapro°!FTle❑COPiaswfhi Deadline: 10 d licanl Pr�Recorded: C yEngn— Published in newspaper: ❑ Ci N Planner City Alromey DePury Ceh ❑ Copies Disbursed: Notes: ��E 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 Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: May 29, 2008 Transmittal Date: April 14, 2008 File No.: AZ 08-004 & PP 08-003 Hearing Date: June 5, 2008 Request: Public Hearing - AZ of 318.74 acres from RUT to R-4 (69.72 acres), R-8 (192.20 acres) and R-15 (56.82 acres) zones and Preliminary Plat approvalof 139 lots including: 118 residential lots & 21 common lots on 30.72 acres in the proposed R-8 zoning district for Oakcreek By: Norpac, LLC Location of Property or Project: east of N. McDermott Rd, west of N. Black Cat Rd, south of Chinden Blvd & north of Ustick Rd, including the SE and NE corners of W. McMillan Rd & N. McDermott Rd; and near the SWC of W. McMillan Rd and N. Black Cat Rd 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) Oldest (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 --- DAXO 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 Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: May 29, 2008 Transmittal Date: April 14, 2008 File No.: AZ 08-004 & PP 08-003 Hearing Date: June 5, 2008 Request: Public Hearing - AZ of 318.74 acres from RUT to R-4 (69.72 acres), R-8 (192.20 acres) and R-15 (56.82 acres) zones and Preliminary Plat approvalof 139 lots including: 118 residential lots & 21 common lots on 30.72 acres in the proposed R-8 zoning district for Oakcreek By: Norpac, LLC Location of Property or Project: east of N. McDermott Rd, west of N. Black Cat Rd, south of Chinden Blvd & north of Ustick Rd, including the SE and NE corners of W. McMillan Rd & N. McDermott Rd; and near the SWC of W. McMillan Rd and N. Black Cat Rd _ 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 1--��Sanit2ry 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 < C- Central District Health ., Nampa Meridian Irrig. District _Settlers Irrig. District � . daho 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 Hearing Date: June 5, 2008 Pr )ject Name: Oakcreek He No.: AZ-08-004 I' equest: Annexation and Zoning of 318.74 acres from Ada County RUT to R-4 (Medium -low Density Residential) (69.72 acres), R-8 (Medium Density Residential) (192.20 acres) and R-15 (Medium -high Density Residential) (56.82) by Norpac, LLC File No.: PP-08-003 Request: Preliminary Plat approval of 139 lots including: 118 residential lots, and 21 common lots on 30.72 acres in the proposed R-8 zoning district by Norpac, LLC Location: Generally East of N. McDermott Road, West of N. Black Cat Road, South of Chinden Boulevard and North of Ustick Road including the southeast and northeast corners of W. McMillan Road and N. McDermott Road; and near the southwest corner of W. McMillan Road and N. Black Cat Road, in Sections 28 and 33, T.4N., R.1 W. EJ) TY OF MERIDIAN CITY CLERK OFFICE IN CITY OF �lf411 Bi'IGl�YI -" Planning Department � F IDAHO ,1� �j COMMISSION & COUNCIL REVIEW APPLICATION .yER �7'He we V.W>'Y 190] Type of Review Requested (check all that apply) 0 Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑Conditional Use Permit ❑ Conditional Use Permit Modification ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development 0 Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other STAFF USE ONLY: Fimber(s): P" - 09 - co3 Projectname: VQC/'-eeA Date filed: 2 -1 3 1 0 TDate c715we/To lete: �J " 7 " Assigned Planner: , l lh.t Related files: Hearing date: — f 7-'049 Commission ❑ Council Applicant Information Applicant name: Coleman Communities, Inc. Phone: (208) 939-9135 Applicant address: 1025 S. Bridgeway Place, Suite 280 Eagle ID Zip: 83616 Applicant's interest in property: ❑Own ❑ Rent ❑Optioned 0 Other Development company of owner Owner name: NoMac, LLC Phone: (208) 939-9135 Owner address: 1025 S. Bridgeway Place, Suite 280 Eagle ID Zip: 83616 Agent name (e.g., architect, engineer, developer, representative): Bec McKay, Planner Firm name: Engineering Solutions, LLP Phone: (208) 938-0980 Address: 1029 N. Rosario Street, Suite 100, Meridian ID Zip: 83642 Primary contact is: ❑ Applicant ❑ Owner 0 Agent ❑ Other Contact name: Becky McKay Phone: (208) 938-0980 E-mail: es-beckymggwest. net Fax: (208) 938-0941 Subject Property Information Location/street address: See Attached Vicinity Mao Assessor's parcel number(s): 50428131610, SO428143240. SO4284200000 SO428314850 SO428336900 SO428336600 SO428336025 SO428336400 SO4332230000 arW S1433110350 Township, range, section: TAN., R.1 W., Sections 28 and 33 Total acreage: 318.74 Current land use: Agricultural Current zoning district: RUT 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancity org 1 U � Project Description Project/subdivision name: Oakcreek Subdivision General description of proposed project/request: Requests for: Annexation and Zoning from RUT to: R-4 for 69.72 acres; R-8 for 192.20 acres; and R-15 for 56.82 acres with a preliminary plat for 118 single-family lots on 30.72 acres Proposed zoning district(s): R-4, R-8, R-15 Acres of each zone proposed: 69.72 (R-4), 192.20 (R-8)• and 56.82 (R-15) Type of use proposed (check all that apply): 0 Residential ❑Commercial []Office ❑ Industrial 0 Other Amenities provided with this development (if applicable): Pocket nark with playground equipment and shelter Who will own & maintain the pressurized irrigation system in this development? TBD Which irrigation district does this property lie within? Settlers' Irrigation District Primary irrigation source: Creason Lateral Secondary: TBD Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): N/A Residential Project Summary (if applicable) Number of residential units: 118 Number of building lots: 118 Number of common and/or other lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: 2 or more Bedrooms: Minimum square footage of structure(s) (excl. garage): N/A Proposed building height: 35' Max. Minimum property size (s.f): 5,450 Average property size (s.f.): 6,452 Gross density (DU/acre-total land): 3.84 Net density (DU/acre-excluding roads & alleys): 5.24 Percentage of open space provided: 16.47 Acreage of open space: 5.06 Percentage of useable open space: 10.03 (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): 3.08 pocket park w/shelter Type of dwelling(s) proposed: 0 Single-family ❑Townhomes ❑ Duplexes ❑Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: 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 applicant name: Thomas Coleman, Reoresentative of Nomse_ I.I.r `J Applicant signature: Date: 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancity.org 2 N < o O° � THE OAKS PROPOSED ZONING AREAS ENGINEER/MS SOLOTion. �m � scmrs m e u ra., ziM., flw. �nmw..�a wum, iuwo J �iooaiF k;yy Icaaaaa `iwc�9 wwi .rmom(�" anv •uuw wv �n 3 W m� �s 'u aersoe .H azoi � `��a 'r»i '¢ a ez sxpua w aunoi $ mSN�Jf1�7Ds SV38V ONINOZ 03SOdMJd Z 9N/833N/9N3 servo alu O I ■ 0 0: SINGLE FAMILY .. /\ 1 — mqu I_I ' ;fit ; A� . � � "� �-D "� i� � ��� 4a. -1�yx LQ - - -- - �,' sat � ,.,, �� �-.�cr�° •� firs .�...■a ` : I r nalll�Ildix 3 ►iM i' i � M .t NO MAN fWong-- j WIN 1 '; ate, ;� -,� •�,lf : 1 i�lw�rn�imd s� � " 1►'� ��r` r A!K" vp1+ "i j, ri ; N �� , , '� [►A Sri ! �,7! �, iel g. •tv_�riywna, .5 sit j �,,, Hill A ""I'll MI'll ILL m loin -17 ....... --- 002 4<- Z_- ���111�111���'�!��1�11lfll� Falk A OR Alii USSR o H � n m �OTI o� o o' :m-- o� ao wtD 0 rD cn o L C o CD SINGLE FAMILY . .... ....... . 't 77M. a2 lql jr Iff i I U 114 IL :is El 35' x 65' Lot _ F, 10 DU/AC (Varies) Product WIdth: 25' 1,200 - 2,000 Sq. Ft. p DESCRIPTION: , The Green Court product .> types are generally smaller t homes with minimal setbacks, but arranged around a common green area of usable dimensions. The common green space functions as a social gathering space for residents. �i A Iri W KTGY GROUP, INC. Architecture ■ Planning Irvine • Santa Monica • OaKtanci • Denver • 949.851 .21 33 • www.KTGY.com PASEO 8 DU/AC •• :• • PLAN F 2159 Square Feet jowl". .- 2.5 .. p • IM PLAN r23 25 Square Feet Bedroom . 2.5 •• Den • • • PLAN 3] 2442 Square Feet F t7l • Bedroom 2.5 •• D- p • r t'.:+`� IIfCL��9' I f f ! i rr �i /q/ � ��- ,� �y t..�/����}�}--t1711N"' .�� i r �. ri .:_ �ff n��(.•�` � �_ ''d'Y'r- - 1 aZ', r» 'A"I •'�• �� i'=# )I i, 1''./aal '�� i .r,,� - '�-:,► �Si� p9"31i�fYia.tl�L kY%._�����- ��—�-.---fir+ �—i - .. �� ���tf-• / i Y i � ` ► < L,�e � I I � Second Floor rz=- 1 I I Master Bedroom Mover sue a 'L JIG Optroom 2/ Retme O O w.ew I Bate 7 I I �; R saMrM.a a.. 41 86IMMOPL LL ' i I N �M I � _ Second Floor kKTGY GROUP, INC. Arcnitecture is Planning Fret Floor I I I I I I I I I t I I I First Floor Plan 2 V I Plan 3 DUET t 7%�, iy� �' �* ��i taL®1 9 _ -.^` f• tit �„- }'r'"• l�V. 71- ll��Ilk ► f i ::,.,_ •ice»_,a r — 9k'A az •a :. � wwrea z! �� L � � � a> ara xry man qen v�r-a.w®c+mewarrxoa. i 1 . aa�c �ti ,s '.r x�^nAd ssmfr�a •4♦ .. . `\� i� a an.n asi�g a o � aa�aM®rm _ �•` r �,•� •, �y � -' uae�,in w !1� -�rzacanasn*cee x ses .iaueiai- � ' 1l\`0.��:.��� AMUR R�. FM TUCK - UNDER TOWNHOMES Ali low v am .. ma MANSION No m Vmv 21 Sill 6; 74 Ail- iii, !11, 717 j 7 AtI ,tap# Sig, 11 K 1AW, `. =i ,tA•r -Tilh =no.. 41 . . . . . . . . . . . . . . . . _xj . . . . . . . . . . . . . LIAM Home; PRICING GUIDE �'' - Daybreak helped n jg p f] < I a ha mes �f Ibe Model Xame Ytlhpe r!YN �?k1 'aS� �2! �".! I laei what, where and, how much MednM1a de Nomes ix.o.e Condom mums w.ks dk .n..m..lmm 1 I xn2 � K f ao11 B368166 i a� �L Holmx Hamx Town Homes I �,' I � � e LJ 'Yale, dAre near � � r - 4 Nnlormebm PorAw: 1 �� 'N Ipupmode6 open d.yembr ]001. 3v33n N a . Np' G6 SepNmbw]00P. i 1 1 u 1-1 6nN MedolMen Nomea � � V h,b pmp11302-93odp: OO �Q"b� A,a- USERTY COURAGE{OURT HOMES �Hdmes Homx Pmkside Momes ��, I � �Yy Ipol J013119 i �emblN emef My—Tewn Homes le01l253eeol i FfOLMES TOWN FIOMES o • Homlx Homea Tewn Hemez Nn rde6npen5,pl�t00I � � n �Ia0113336801 H: FtOLMES CARRIAGEkIOMES � ruc '4 q i I ' H..'ePdebepen SM.e•ry0p1 p`=sa �. Rkhmond AmerHen Homas Pnseo Homea 1111Om 01^ �1101' 1p0113011313 p _ Wens Gnege County 1eo113su171 nmea H sa', ].oil �� dPleyr �nple i.miry � peh QRi--Ammsen Ham., 1 �.. CMIIaCMffi \, vn91. ynmuy leoll ]331933 I Hemle3s3auf Homes Single family a • ,%stlake 1em1 ol �—► Ngdel �Ub•ny Hamessn9le Pomily HcM laoll 254 -Jill ®.• IaF11B11AaY �• Nan Mama, Sngls Fomily 18011116,9881 Berg er Mam ogle fomil � \ Pa Mel n9enaenmmpnn ea g �® roiree Lnale iamllY ------- L1fR$N�RpRIVE'a yam\ le0iluda3o9 Romer H-1 sksl. Family 1WCxmm Rngle family ; 0� Icemnpnmml p� \ uK1BY1E Hour t. Pmlo Ub®Ied slwesaCo Pvk. anile out to II I �\m I—1 dOPenSue Daybreak. Parkyrv—, Walkdovm Neslreec I c l \ I ' 1 That's what Daybreak is. ® Every home here is bulk to the Energy Star standard. Which means that every home here will save you money on your utility bill every month. Get the freshest info at DaybreakUtahocom out the latest scoop on available homes at Daybreak, including homes that are ready for quick move -in? Just visit the Homes section on Daybrealtlltah.com. You'll find a handy -dandy Homefinder function and an up-to-the-minute list of quick move -in homes. And you don't even have to change out of your fuuy slippers. �Mem,maJl�.xam,eedm,nmemmmrygd,�lwJae,xupplmlmN>ox1le;Hk ®op� .eR v Introduction THE OAKS Narrative Coleman Communities, Inc. seeks the City of Meridian's approval of The Oaks. The Oaks application requests annexation and zoning of 318.74 acres —with R-4, R-8 and R-15 zoning — and preliminary plat approval of 30.72 acres. The Oaks is located along the north and south sides of McMillan Road between Black Cat Road and McDermott Road. Currently, the property is used for agricultural purposes and is zoned RUT. c x /D E KEY D S ��seNea�n Project Overview The Oaks is a mixed -density residential community that offers the benefits of a master planned community to homebuyers in all income ranges. The development achieves this by providing an assortment of housing types and lot sizes within each individual neighborhood and significant V amenities for all residents. Amenities at The Oaks include a multi -use swimming facility, a community center, a central park and numerous smaller parks comprising more than 30 acres of The Oaks Narrative 1 of 9 open space, and over six miles of interconnected pathways. Because of its location along the L./ proposed State Highway 16 Corridor —which, when completed, will connect State Highway 44, State Highway 20/26 and Interstate 84—The Oaks is uniquely positioned to be the preferred residential community of residents working throughout the Treasure Valley. The Oaks is designed in such a way that it can easily adapt to accommodate any of the proposed alignments of the expanded State Highway 16. Due to the constantly changing demands of homebuyers, the applicant will seek phased approval of individual preliminary plats throughout development of the community, so that the most current demands of homebuyers can be satisfied. Consequently, this application includes a Concept Plan of The Oaks, as well a preliminary plat of the first phase: the Oakcreek Subdivision. The Oaks will be characterized by its high quality design and mixed -density synergy. A variety of housing types and sizes will be offered at a series of price points. Regardless of size, all homes will exhibit thoughtful design and distinct architectural features. All homes constructed in the community must be approved by an architectural committee through an internal design review process. This will ensure consistent quality throughout The Oaks. The mixed -density design of individual neighborhoods within the community will be similar to those found at Daybreak in South Jordan, Utah. At Daybreak, it is common to find several different types of homes along one street or within one block, as exhibited in the Daybreak Site Plan provided with this application. The Oaks is designed with a continuous collector system, which includes a central boulevard through the community with two connections to McMillan Road. Three rotaries are located within The Oaks, as well as a northbound collector extension. It is anticipated that the northbound collector ultimately will continue through future developments and connect to State Highway 20/26 at or near the half -mile mark. The main boulevard is designed as a parkway with landscape buffers 30 feet in width and 12-foot-wide continuous medians. This application includes multiple concept plans providing for different lot variations within the collector framework, each of which incorporates a variety of lot sizes and home styles. The zoning request of R-4, R-8 and R-15 is consistent with the Meridian Comprehensive Plan Land Use Map designation of Medium Density Residential. The gross density of the community is approximately 5 dwelling units per acre, which complies with the City's designation of Medium Density Residential and is less than the allowable 8 dwelling units per acre. The requested density is consistent with existing zoning designations east of the subject property, which are R-4 and R-8. Neighborhood Plans The Oaks includes three different neighborhood plans. These plans include Traditional Single Family Neighborhood, Mixed Density Single Family Neighborhood and Mixed Density Neighborhood Core, each of which is explained below. Within each neighborhood plan area, several individual neighborhoods will display distinctive characteristics, such as a particular architectural theme or open space design. The Oaks Narrative 2 of 9 Traditional Single Family Neighborhood The Traditional Single Family Neighborhood (TSFN) plan consists of low to medium density residential uses, located in neighborhoods on the perimeter of the development. The density of homes in these neighborhoods are compatible with existing and planned residences on surrounding properties and provide a fluid transition to the mixed density neighborhoods located at the core of The Oaks. There are approximately 215 homes in the TSFN area, as well as extensive landscaping, well designed and substantial open space, and detached sidewalks and street trees. The TSFN plan area consists of 69.72 acres and is designated with R-4 zoning. The TSFN plan is represented by Parcels 9 and 10 on The Oaks Zone Plan, which is included with this application. Mixed Density Single Family Neighborhood The Mixed Density Single Family Neighborhood (MDSFN) plan includes innovatively designed single family homes in a mixed -density setting, primarily located in neighborhoods surrounding the central core of the community. These neighborhoods are defined by an appealing street scene with detached sidewalks and street trees, as well as front and alley loaded homes. There are approximately 1,000 homes in MDSFN areas, the style of which is comparable to the Single Family, Green Court, Paseo and Duet Home styles and the Two -Unit Townhome styles described below. The MDSFN plan area consists of 192.22 acres and is designated with R-8 zoning. The MDSFN plan is represented by Parcels 3, 4, 5, 6, 7, 8, 11, 12, 14 and 15 on The Oaks Zone Plan. Mixed Density Neighborhood Core The Mixed Density Neighborhood Core (MDNC) plan includes imaginatively designed single family detached and attached residences in a mixed -density setting, primarily located in neighborhoods at the central core of the community. These neighborhoods are designed to be pedestrian friendly with a diverse street scene highlighted by detached sidewalks and street trees. The MDNC areas include approximately 375 residences, which can be accessed by both streets and alleys, and include plentiful pocket parks accessible along an open space corridor. The Single Family, Green Court, Paseo, Duet and Mansion Home styles and the Tuck -Under and Two -Unit Townhome styles, described below, are exemplary of the housing styles in the MDNC areas. The MDNC plan area consists of 56.82 acres and is designated with R-15 zoning. The MDNC plan is represented by Parcels 1, 2 and 13 on The Oaks Zone Plan. Community Amenities The applicant, Coleman Communities, has worked with the Western Ada Recreation District Board to identify a future site for a multi -use swimming facility within The Oaks. The parties selected a 4.40-acre site near the southeast corner of McMillan and McDermott Roads. The site is located along an arterial —McMillan Road —with access off of a collector roadway so that it is easily visible and accessible. The swimming and recreation facility is modeled after the Humboldt Family Aquatic Center in Humboldt, Iowa. The preliminary design of The Oaks facility includes a 3,700-square-foot bathhouse, a zero -depth pool area for small children, 1- meter and 3-meter diving boards, seven 25-meter lanes and large shade canopies. A proposed The Oaks Narrative 3 of 9 site plan of this design has been included with this application. Coleman Communities intends to `.1 donate the property to the Western Ada Recreation District and to install the necessary utilities, public roads and exterior landscaping along the collector road and McMillan Road. Recreational and open space amenities within The Oaks also include an expansive pathway and park system. A 10,295 lineal foot multi -use pathway will provide active recreation opportunities such as biking and jogging, and a 23,447 lineal foot pedestrian pathway will allow residents to enjoy a walk throughout the community without encountering the traffic of users from the multi- use pathway. The pathways include distinctive road crossings to facilitate a pedestrian -friendly and interconnected system. The pathway system will connect amenities within the community including a central park and community center, several smaller neighborhood parks providing an abundance of open space, the future Western Ada Recreation District multi -use swimming facility, and the Five Mile Creek greenbelt. Each neighborhood park will be individually designed to serve the adjacent residents, as well as the entire community. The overall proposed open space encompasses more than 30 acres: 11.0 percent of The Oaks project area. The Oaks Conceptual Pathway Plan Residential Product Types The Oaks includes a variety of proposed housing types such as Single Family Homes, Green �✓ Court Homes, Paseo Homes, Duet Homes, Two -Unit Townhomes, Tuck -Under Townhomes and The Oaks Narrative 4 of 9 Mansion Homes. Exemplary elevations and floor plans of these homes have been included with this application, and a brief description of each is provided below. Single Family Homes Examples similar to Single Family Homes Single Family Homes in the community include a blend of front and alley loaded residences with a variety of lots sizes, which will appeal to a variety of homebuyers. Single Family Homes on relatively large lots in The Oaks provide a seamless transition from surrounding development to the neighborhood core, while more traditional homes on modest lots provide transition from the low density Single Family Homes to the mixed -density neighborhoods within the heart of the community. Green Court Homes Conceptual Layout of Green Court Homes The Green Court concept creates a neighborhood within a neighborhood by orienting a group of homes onto a small park area. This unique design encourages interaction among residents and provides an inviting setting for neighborhood events. A "U" shaped alley provides vehicular access to the residences, while the emphasis of the homes is on pedestrian activity and the central gathering place. The Oaks Narrative 5 of 9 MA Paseo Homes Paseo Homes, sometimes referred to as Greenway Homes, provide an urban park setting to those homebuyers still seeking a traditional single family home. Like Green Court Homes, Paseo Homes encourage interaction among residents by orienting homes onto an open space corridor. Vehicular access to these homes is provided via an alley, but the primary entrance to the homes is from the parkway. The parkway in front of the homes provides a convenient location for active and passive recreation. Duet Homes Examples similar to Duet Homes The alley -loaded Duet Homes represent a style with the exterior appearance of a typical single family home. The distinct front elevations and varying roof lines provide for a very attractive residence, while the orientation of the homes allows for a smaller lot size, which translates into a more affordable home. Further, the design of these homes creates desirable private outdoor living spaces, which is very attractive to those seeking low maintenance living. Two -Unit Townhomes Examples similar to Two Unit Townhomes The Oaks Narrative 6 of 9 U Two -Unit Townhomes, which are front loaded, provide a very appealing alternative for homebuyers seeking a low maintenance residence but are wary of an alley -accessed garage. Like the Duet Homes, these Townhomes are typically mistaken for traditional single family residences, and the garages can be de-emphasized by the use of "Hollywood" driveways, as demonstrated in the elevation above. Tuck -Under Townhomes Examples similar to Tuck -Under Townhomes Tuck -Under Townhomes represent a residential product that is typically not available in standard subdivisions. While buyers are often drawn to the attractive street scene, they ultimately find that the tuck -under design of the garage off of the alley provides for an equally appealing rear elevation. The Townhomes will appeal to a buyer who desires a non-traditional home in a traditional neighborhood. Mansion Homes Example similar to Mansion Home The Oaks Narrative 7 of 9 ,N 11,� Mansion Homes accommodate three to six residences within one building, the design of which emulates a large estate home. Vehicular access can be provided at the rear of the building off of an alley, as well as at the front through an interior motor court configuration. The building design provides separate entrances for each unit, as well as ample privacy regardless of the denser configuration. The exterior design allows for easy integration of multiple family homes into single family neighborhoods. Traffic Impact Study A Traffic Impact Study (TIS) for The Oaks has been provided with this application. As stated in the TIS, upon completion, The Oaks is projected to generate an average daily traffic volume of approximately 17,328 vehicles, of which the a.m. and p.m. peak hour traffic is only 1,307 and 1,818 vehicles per hour, respectively. Consequently, although roadway improvements will be required to accommodate the traffic generated by The Oaks and other proposed and approved developments, the existing roadway system will be sufficient to support development of the community as these improvements are completed. Furthermore, the proposed future extension of State Highway 16 would accommodate a significant amount of the traffic generated by The Oaks. The recommended improvements, discussed in detail in the TIS, include turn lanes, intersection improvements and installation of traffic signals. The improvements will be installed when ACHD and/or ITD deem it necessary, based upon build -out of the community and neighboring developments and as traffic warrants are met. Oakcreek Subdivision (Phase 1 of The Oaks) will generate 1,043 daily vehicles, of which the a.m. and p.m. peak hour traffic is 82 and 110 vehicles per hour, respectively. No improvements are required for traffic generated by this neighborhood, with the exception of left turn lanes at all approaches, which the applicant will install. Infrastructure and Phasing The City of Meridian will provide central sewer and water service for The Oaks. The Oakcreek Subdivision will connect its sewer to the North Black Cat Sewer Trunk, which is currently under construction. A preliminary sewer design demonstrating that the Oakcreek Subdivision can gravity flow to the proposed trunk without the need for fill material has been submitted with this application. Additionally, a 12" water main will be extended north on Black Cat Road and will provide service to Oakcreek. Coleman Communities has coordinated with Meridian Public Works and their engineering consultants to provide the necessary sewer and water stubs to provide service to Oakcreek. The remainder of The Oaks requires construction of an interim sewer lift station located near the intersection of McDermott and McMillan Roads. A pressure sewer line also must be installed, extending east on McMillan Road and then south on Black Cat Road to the North Black Cat Lift Station. The applicant will manage and finance the design and construction of the interim McDermott lift station and pressure sewer line. Based on several meetings with the City Engineer, the applicant understands that the availability of sanitary sewer service for the U remainder of The Oaks is contingent upon completion of the City's wastewater treatment plant The Oaks Narrative 8 of 9 expansion, which is expected in Fall 2009. The Oaks will commence constructing the new sewer facilities at that time. Oakcreek Preliminary Plat In addition to annexation and zoning of The Oaks, Coleman Communities, Inc. requests preliminary plat approval of 118 single family lots on 30.72 acres within The Oaks, for a gross density of 3.84 dwelling units per acre. The platted area, named the Oakcreek Subdivision, would be zoned R-8 (Medium Density Residential), per The Oaks annexation and zoning application. Oakcreek will be the first neighborhood within The Oaks, and will consist of detached single family homes on lots ranging from 5,450 to 14,072 square feet. The proposed median lot size in the neighborhood is 6,452 square feet. Home elevations and floor plans representative of those proposed in the neighborhood are provided with this application. No variances are requested with this application. The total common area proposed in the Oakcreek Subdivision is 5.06 acres; 3.08 acres of which is eligible open space and is equivalent to 10.03% of the neighborhood. Oakcreek also includes 37-foot exterior buffers along McMillan Road and a 35-foot landscape buffer adjoining Black Cat Road. The primary open space consists of a 1.39-acre park centrally located in the neighborhood. This area is visible to and easily accessed by all residents, providing for active recreational opportunities. Play equipment, a picnic shelter and a pathway will be installed in the central park. The neighborhood will be constructed with detached sidewalks, street trees and eight -foot landscape parkways throughout. A Settlers Irrigation District canal traverses the platted property from east to west, and a 50-foot wide open space corridor is provided to preserve access to the canal. Wrought iron fencing will be installed along both sides of the open space corridor. Sanitary sewer and domestic water services currently are being extended north to Oakcreek in Black Cat Road. Coleman Communities has been coordinating with the City Engineer and their consultants to correctly locate required new sewer and water service stubs and has agreed to pay for these improvements. Additionally, this application includes a sewer invert map to demonstrate the ability of the Black Cat Sewer Trunk to service the Oakcreek Subdivision. Lastly, a pressurized irrigation pump station will be installed along the Settlers' canal. The proposed site plan provides a roadway knuckle for the benefit of an out -parcel at the southeast corner of the neighborhood. With a future alternative access, the property could be re- developed to eliminate its access to Black Cat Road; necessary because its dimensions are 169 feet by 258.6 feet, which does not meet the minimum frontage for a full access under ACHD policy standards. Stub streets are provided to the southeast parcel and to the west boundary for future access. The Oaks Narrative 9 of 9 .T� III - .6 to 0 O Fou LWO 34ovis -- — o -- 7--� ;I CIO, i i_ �K-- y ��ti� ill I 'YppfC i i d oc 1 C "'� IYI I I Yi I 1 ------------------- • I __ \ ------------- ----- ------------- ILA 1 �O d i Wit- ti f li Ili O� I ;1� I I - - - - - - - - - - - - ------------ 1 � I � ' , 1 d _i I___ _ I �tA_ i 1 i i Otw ----- N Y 9THE OAKS ENGINEERING 0 Y PROPOSED NEIGHBORHOOD AREAS SOLUTIONS 9 X" �s LOCATED IN SECTIONS 26 t 33, T.4N., R.1W., B.Y. MERIDIAN, ADA COUNTY, IDAHO 1029 N. R1 Y204 0 sr., TSE4 too Yf3Y104W, Ip4q vMlr (iafl) aie-oaep rm (2oe) we-owt 2M) . �a ».K- ,� << -« F T =,o 0 0 DEJO -0 0 0 1J mmm ��m Mz- Mm�� u r-� --- I-- 0 0 fi ur 0 C G 0 0 O O OO RI RUT RUT N ' ❑ RUT O SITE L✓tni l l --- 1 RUT WI I RUT I 1 I 1 I 1 1 1 MCMIL�AN ROAD it SITE RUTS �I 1" _ , 009 � PROJ.NDWG.DA. ,,,09,07 COLEMAN COMMUNITIES wxa.No. 60307 SHEET , OF, LOCATED IN SECTIONS 28 $ 33, TAN., RAW., B.M. VI I w ' MERIDIAN, ADA COUNTY, IDAHO 6030TAPR BK—B--1 VICINITY MAP NGINEERING OLUTIONS LLP 1029 N. ROSARIO ST., STE. 100 MERIDIAN, IDAHO 83642 Phone (208) 938-0980 Fa (208) 938-0941 IDAHO SURVEY GROUP DESCRIPTION FOR OAK CREEK SUBDIVISION 1450 East Watertower St. Suite 150 Meridian, Idaho 83642 Phone (208) 846-8570 Fax (208) 884-5399 December 13, 2007 A parcel of land located in the NE % of the NE '/ of Section 33, T. 4N., R.1 W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Northeast corner of the said Section 33 from which the East '/ corner of said Section 33 bears South 00°27'22" West, 2631.60 feet; thence along the East boundary of said Section 33 South 00027'22" West, 169.00 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary South 00°27'22" West, 626.39 feet; thence leaving said East boundary line South 89°08'23" West, 246.54 feet; thence South 06037'22" West, 308.30 feet; thence North 89030'26" West, 1038.40 feet to a point on the West boundary line of the NE'/ of the NE'/ of said Section 33; thence along said West boundary line North 00°28'25" East, 1113.00 feet to the E1/16 corner of said Section 33; thence along the North boundary of said Section 33 South 89°16'45" East, 1059.08 feet; thence leaving said South boundary line South 00°27'22" West, 169.00 feet; thence South 89016'45" East, 258.60 feet to the REAL POINT OF BEGINNING. Containing 30.72 acres, more or less. �pROVA� RETIE gY il FEB 2.2 2000 Me 0 0SO,C IDAHO SURVEY GROUP DESCRIPTION FOR ANNEXATION OAK CREEK SUBDIVISION 1450 East Watertower St. Suite 150 Meridian, Idaho 83642 Phone (208) 846-8570 Fax (208) 884-5399 December 13, 2007 A parcel of land located in the NE '/ of the NE '/ and the NW '/ of the NW '/ of Section 33, the S 'Yz of the NE '/ and the S %2 of Section 28, all located in T. 4N., R.1W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Northeast corner of the said Section 33 from which the East '/ corner of said Section 33 bears South 00°27'22" West, 2631.60 feet; thence along the East boundary of said Section 33 South 00°27'22" West, 169.00 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary South 00°27'22" West, 626.39 feet; thence leaving said East boundary line South 89008'23" West, 246.54 feet; thence South 06037'22" West, 308.30 feet; thence North 89°30'26" West, 1038.40 feet to a point on the West boundary line of the NE '/ of the NE '/ of said Section 33; thence along said West boundary line North 00028'25" East, 1113.00 feet to the E1/16 corner of said Section 33; thence along the north boundary line said Section 33 North 89'16'45" West, 1317.68 feet to the N '/ corner of said Section 33; thence along said North boundary line North 89016'49" West, 1317.62 feet to the W 1/16 corner of said Section 33; thence along the East boundary line of the NW '/ of the NW '/ of said Section 33 South 00°31'02" West, 1316.64 feet to the NW 1/16 corner of said Section 33; - thence along the South boundary line of the NW'/ of the NW'/ of said Section 33 North 89'17'19" West, 89.91 feet, - thence leaving said South boundary line North 76°42'21" West, 1259.37 feet to a point on the West boundary of said Section 33; thence along said West boundary line North 00°32'39" East, 1042.47 feet to the northwest corner of Section 33; thence along theYNest boundary line of said Section Morth 01 °00'42" East, 1315.38 feet to the S 1/16 corner of said Section 28; thence along the North boundary line of the SW '/ of the SW '/ of said Section 33 South 89018'59" East, 450.00 feet; thence leaving said North boundary line North 01 °00'42" East, 774.71 feet; thence North 89°21'17" West, 450.00 feet to a point on the West boundary said Section 28; thence along said West boundary line North 01 °00'42" East, 540.97 feet to the W '/ corner of said Section 28; thence along the North boundary of said SW'/ South 89021'17" East, 1311.11 feet to the C-W 1/16 corner of said Section 28; thence along the East boundary line of the NW '/ of the SW '/4 of said Section 28 South 00°52'12" West, 16.99 feet; thence leaving said East boundary line South 89014'34" East, 789.50 feet; thence North 64003'54" East, 27.64 feet; thence South 86053'48" East, 189.53 feet; thence North 89014'51" East, 20.04 feet; thence South 70027'50" East, 25.64 feet; thence South 81 000'03" East, 36.69 feet; thence South 88"50'13" East, 85.57 feet; thence South 86°14'58" East, 63.62 feet; thence North 89018'37" East, 45.49 feet; thence South 78°07'47" East, 19.68 feet; thence North 53°05'44" East, 16.53 feet to a point on the East boundary line of the SW '/ of said Section 28; thence along said East boundary line North 00043'42" East, 24.35 feet to the C'/ corner of said Section 28; thence along the West boundary line of the NE '/4 of said Section 28 North 00°43'58" East, 625.84 feet; thence South 77058'14" East, 1338.14 feet to a point on the East Boundary line of the SW '/4 of the NE'/ of said Section 28; thence along said East boundary line North 00036'34" East, 293.64 feet; thence South 89031'36" East, 175.03 feet; thence South 00°28'24" West, 230.00 feet; thence South 89031'36" East, 1136.30 feet to a point on the East boundary line of said. Section 28, said point also being on the existing Meridian City Limits boundary; thence along said East boundary line and said City Limits boundary South 00°29'02" West, 214.51 feet; thence leaving said East boundary line North 89°20'59" West, 1312.34 feet to a point of the West boundary of the SE'/ of the NE'/ of said Section 28; thence along said West boundary line South 00°36'34" West, 215.00 feet to the C-E 1 /16 corner of said Section 28; thence along the East boundary of the W Y2 of the SE'/ of said Section 28 South 00°37'35" West, 2635.75 feet to the E 1/16 corner of said Section 28; thence along the South boundary of said Section 28 South 89'16'45" East, 1059.08 feet; thence leaving said South boundary line South 00027'22" West, 169.00 feet; thence South 89016'45" East, 258.60 feet to the REAL POINT OF BEGINNING. Containing 318.75 acres, more or less. vqj December 20, 2007 Revised February 21, 2008 DESCRIPTION FOR R-4 ZONE PROPOSED OAKCREEK SUBDIVISION A parcel of land located in the NE '/4 and the South '/2 of Section 28, T. 4N., RAW., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Southeast corner of the said Section 28 from which the South '/4 corner of said Section 28 bears North 89'16'45" West, 2635.36 feet; thence along the South boundary of the said Section 28 North 89°16'45" West, 1317.68 feet; thence North 00037'35" East, 1719.49 feet to the REAL POINT OF BEGINNING; thence North 89022'25" West, 170.00 feet; thence South 00°37'35" West, 11.16 feet, - thence North 89016'15" West, 407.24 feet; thence North 14°24'06" West, 111.19 feet; thence North 24000'23" West, 108.06 feet; thence North 12001'46" East, 50.23 feet, - thence North 77058'14" West, 80.00 feet; thence North 84007'40" West, 162.61 feet; thence North 89016'15" West, 263.21 feet; thence North 65018'18" West, 55.00 feet to a point on a curve; thence 141.29 feet along the arc of a curve to the right, said curve having a radius of 300.00 feet, a delta angle of 26059'04", and a long chord bearing South 38'11'14" West, 139.99 feet to a point of reverse curvature; thence 250.07 feet along the arc of a curve to the left, said curve having a radius of 600.00 feet, a delta angle of 23052'46", and a long chord bearing South 39°44'23" West, 248.26 feet to a point of tangency; thence South 27048'00" West, 329.66 feet to a point on a curve; thence 233.82 feet along the arc of a curve to the left, said curve having a radius of 500.00 feet, a delta angle of 26047'37", and a long chord bearing North 75035'49" West, 231.69 feet to a point of tangency, - thence North 88059'37" West, 463.31 feet; 60307/60307-R4.DOC thence North 01 °00'23" East, 1140.07 feet; thence South 89°14'34" East, 433.55 feet; thence North 64003'54" East, 27.64 feet; thence South 86053'48" East, 189.53 feet; thence North 89014'51" East, 20.04 feet; thence South 70027'50" East, 25.64 feet, thence South 81 000'03" East, 36.69 feet; thence South 88050' 13" East, 85.57 feet; thence South 86014'58" East, 63.62 feet; thence North 89' 18'37" East, 45.49 feet; thence South 78007'47" East, 19.68 feet; thence North 53005'44" East, 16.53 feet to a point on the North -South centerline of said Section 28; thence along said North -South centerline North 00043'42" East, 24.35 feet to the C1/4 corner of said Section 28; thence continuing along said North -South centerline North 00043'58" East, 625.84 feet; thence leaving said North -South centerline South 77058'14" East, 1338.14 feet; thence North 00036'34" East, 293.64 feet; thence South 89°31'36" East, 175.03 feet; thence South 00028'24" West, 230.00 feet; thence South 89°31'36" East, 1136.30 feet to a point on the East boundary of the said Section 28; thence along said East boundary South 00°29'02" West, 214.51 feet; thence North 89020'59" West, 1312.34 feet; thence South 00036'34" West, 215.00 feet; 60307/60307-R4.DOC thence South 00037'35" West, 916.26 feet to the REAL POINT OF BEGINNING. Containing 69.72 acres, more or less. RETIE VA4 BY FEB 2 2 2008 M WORKS DEPT' 60307/60307-R4.DOC January 25, 2008 DESCRIPTION FOR R-8 ZONE PROPOSED OAKCREEK SUBDIVISION Parcels of land located in the NE '/4 of the NE %4 and in the NW '/4 of the NW '/4 of Section 33 and in the S'/2 of Section 28, T. 4N., R.1W., B.M., Ada County, Idaho more particularly described as follows: PARCEL A Commencing at the Northeast corner of the said Section 33, from which the East'/4 corner of said Section 33 bears South 00027'22" West, 2631.60 feet; thence along the East boundary line of said Section 33 South 00027'22" West, 169.00 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary line South 00°27'22" West, 626.39 feet; thence leaving said East boundary line South 89008'23" West, 246.54 feet; thence South 06037'22" West, 308.30 feet; thence North 89030'26" West, 1038.40 feet to a point on the West boundary line of the NE'/4 of the NE'/4 of said Section 33; thence along said West boundary line North 00028'25" East, 1113.00 feet to the E1/16 corner of said Section 33; feet; thence along the North boundary line of said Section 33 South 89'16'45" East, 1059.08 thence leaving said South boundary line South 00027'22" West, 169.00 feet; thence South 89°16'45" East, 258.60 feet to the REAL POINT OF BEGINNING. Containing 30.72 acres, more or less. PARCEL B Commencing at the Southeast corner of the said Section 28, from which the South '/4 corner of said Section 28 bears North 89016'45" West, 2635.86 feet; thence along the South boundary line of said Section 28 North 89016'45" West, 1317.68 feet to the REAL POINT OF BEGINNING; thence continuing along said South boundary line North 89°16'45" West, 1317.68 feet; thence leaving said South boundary line North 00044'11" East, 868.16 feet; thence North 89017'44" West, 1920.93 feet; 60307/60307-R8.DOC thence South 01 °00'23" West, 867.66 feet to a point on the South boundary line of said Section 28; thence along said South boundary line North 89016'49" West, 710.22 feet to the Southwest corner of said Section 28; feet; thence along the West boundary line of said Section 28 North 01 000'42" East, 1315.38 thence South 89018'59" East, 450.00 feet; thence North 01 °00'42" East, 774.71 feet; thence North 89021'17" West, 450.00 feet to a point on the West boundary line of the said Section 28; thence along said West boundary line North 01 000'42" East, 540.97 feet; thence South 8902 1'17" East, 1311.11 feet; thence South 00052'12" West, 16.99 feet; thence South 89014'34" East, 355.95 feet; thence South 01 000'23" West, 1140.07 feet; thence South 88°59'37" East, 463.31 feet to a point of curvature; thence 233.82 feet along the arc of a curve to the right, said curve having a radius of 500.00 feet, a delta angle of 26047'37", and a long chord bearing South 75035'49" East, 231.69 feet to a point of tangency; thence North 27048'00" East, 329.66 feet to a point of curvature; thence 250.07 feet along the arc of a curve to the right, said curve having a radius of 600.00 feet, a delta angle of 23°52'46", and a long chord bearing North 39°44'23" East, 248.26 feet to a point of reverse curvature; thence 141.29 feet along the arc of a curve to the left, said curve having a radius of 300.00 feet, a delta angle of 26059'04", and a long chord bearing North 38011'14" East, 139.99 feet; thence South 65018' 18" East, 55.00 feet; thence South 89° 16' 15" East, 263.21 feet; thence South 84°07'40" East, 162.61 feet; thence South 77058'14' East, 80.00 feet; 60307/60307-R8.DOC thence South 12'01'46" West, 50.23 feet; �.. thence South 24'00'23" East, 108.06 feet; thence South 14'24'06" East, 111.19 feet; thence South 89' 16' 15" East, 407.24 feet; thence North 00037'35" East, 11.16 feet; thence South 89'22'25" East, 170.00 feet; thence South 00037'35" West, 1719.49 feet to the REAL POINT OF BEGINNING. Containing 144.02 acres, more or less. PARCEL C Commencing at the Northwest corner of the said Section 33, from which the North '/4 corner of said Section 33 bears South 89016'49" East, 2635.24 feet; thence along the North boundary line of said Section 33 South 89016'49" East, 710.22 feet to the REAL POINT OF BEGINNING; thence continuing along said North boundary line South 89'16'49" East, 607.40 feet, - thence South 00031'02" West, 1316.64 feet; thence North 89017'19" West, 89.91 feet; thence North 76042'21" West, 571.92 feet; thence North 11'45'24" East, 277.00 feet to a point of curvature; thence 78.28 feet along the arc of a curve to the left, said curve having a radius of 400.00 feet, a delta angle of 11'12'45", and a long chord bearing North 06009'01" East, 78.15 feet to a point of tangency; thence North 00032'39" East, 376.24 feet to a point of curvature; thence 174.94 feet along the arc of a curve to the left, said curve having a radius of 1200.00 feet, a delta angle of 08021'09", and a long chord bearing North 03'37'56" West, 174.78 feet to a point of reverse curvature; thence 133.96 feet along the arc of a curve to the right, said curve having a radius of 900.00 feet, a delta angle of 08'31'41", and a long chord bearing North 03'32'40" West, 133.84 feet; thence North 00'43'11' East, 158.47 feet to the REAL INQF BEGIN Containing 17.46 acres, more or less. REVIE P vAL BY Total proposed R-8 area contains 192.20 acres, more or IesEEB 2 2 2008 60307/60307-R8.DOC MERIDIAN PUBLIC WORKS DEPT. January 25, 2008 DESCRIPTION FOR R-15 ZONE PROPOSED OAKCREEK SUBDIVISION Parcels of land located in the NW '/4 of the NW '/4 of Section 33 and in the SW '/4 of Section 28, T. 4N., R.1 W., B.M., Ada County, Idaho more particularly described as follows: PARCEL A Commencing at the Southwest corner of the said Section 28, from which the South '/4 corner of said Section 28 bears South 89016'49" East, 2635.24 feet; thence along the South boundary line of the said Section 28 South 89016'49" East, 710.22 feet to the REAL POINT OF BEGINNING; thence North 01 000'23" East, 867.66 feet; thence South 89017'44" East, 1920.93 feet; thence South 00044'11" West, 868.16 feet to a point on the South boundary line of the said Section 28; thence along said South boundary line North 89'16'49" West, 1925.02 feet to the REAL POINT OF BEGINNING. Containing 38.31 acres, more or less. PARCEL B BEGINNING at the Northwest corner of the said Section 33, from which the North'/4 corner of said Section 33 bears South 89016'49" East, 2635.24 feet; thence along the North boundary line of the said Section 33 South 89016'49" East, 710.22 feet; thence South 00'43'11" West, 158.47 feet to a point of curvature; thence 133.96 feet along the arc of a curve to the left, said curve having a radius of 900.00 feet, a delta angle of 08031'41 ", and a long chord bearing South 03°32'40" East, 133.84 feet to a point of reverse curvature; thence 174.94 feet along the arc of a curve to the right, said curve having a radius of 1200.00 feet, a delta angle of 08°21'09", and a long chord bearing South 03037'56" East, 174.78 feet to a point of tangency; thence South 00032'39" West, 376.24 feet to a point of curvature; thence 78.28 feet along the arc of a curve to the right, said curve having a radius of 400.00 feet, a delta angle of 11'12'45", and a long chord bearing South 06°09'01" West, 78.15 feet to a point of tangency; 60307/60307-R15.D0C thence South 11 045'24" West, 277.00 feet; thence North 76°42'21" West, 687.45 feet to a point on the West boundary line of the said Section 33; thence along said West boundary line North 0°32'39" East, 1042.47 feet to the REAL POINT OF BEGINNING. Containing 18.51 acres, more or less. Total proposed R-15 area contains 56.82 acres, more or less. �VI PP VAL BV �'' FEB 2 2 2008 M W ORKS OE T C 60307/60307-R15.DOC Message Page 1 of 2 Steve O'Brien From: Shari [es-sharis@gwest.net] Sent: Friday, February 22, 2008 9:43 AM To: Steve O'Brien; Sarah Wheeler Subject: FW: The Oaks R-4 revised description & closure report Attachments: COLEMAN R-4 CLOSURE.txt Apparent!v the third time is not o+ ell a Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 es-sharis(c�gwest.net -----Original Message ----- From: Brad Bishop fmaitto:es-brad@gwest.net] Sent: Thursday, February 21, 2008 4:24 PM To: Shari Subject: Re: The Oaks R-4 revised description & closure report Here is a corrected closure report. — Original Message ---- From: sh— To: Brad oiSiiou Sent: Thursday, February 21, 2008 4:00 PM Subject: FW: The Oaks R-4 revised description & closure report '�^ n{-: ('won vni� fim ern nit �arh�t ha naerlc'J Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 -----Original Message ----- From: Steve O'Brien[mailto:obriens@meridiancity.org] Sent: Thursday, February 21, 2008 3:36 PM To: Shari 2/22/2008 Message Page 2 of 2 Cc: Sarah Wheeler Subject: RE: The Oaks R-4 revised description & closure report �F,, Tharc is hn�rinn roll_nnt lictnrl i1 is not chn"'n in the r1n�rn choct Coo tho ?tto r•horl (_ottinn closer From: Shari tmailto:es-sharis@gwest.netj Sent: Thursday, February 21, 2008 11:13 AM To: Steve O'Brien; Sarah Wheeler Subject: The Oaks R-4 revised description & closure report I-1�na}��Il�r }ha }him }imo'c � yf�orml Shan Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 es-shari3O)gwest.net 2/22/2008 December 20, 2007 Revised February 21, 2008 DESCRIPTION FOR R-4 ZONE PROPOSED OAKCREEK SUBDIVISION A parcel of land located in the NE '/4 and the South '/2 of Section 28, T. 4N., R.1 W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Southeast corner of the said Section 28 from which the South '/4 corner of said Section 28 bears North 89'16'45" West, 2635.36 feet; thence along the South boundary of the said Section 28 North 89°16'45" West, 1317.68 feet; thence North 00°37'35" East, 1719.49 feet to the REAL POINT OF BEGINNING; thence North 89022'25" West, 170.00 feet; thence South 00037'35" West, 11.16 feet; thence North 89'16'15" West, 407.24 feet, - thence North 14024'06" West, 111.19 feet; thence North 24000'23" West, 108.06 feet; A thence North 12001'46" East, 50.23 feet; thence North 77°58'14" West, 80.00 feet; thence North 84007'40" West, 162.61 feet; thence North 89016'15" West, 263.21 feet; thence North 65'18'18" West, 55.00 feet to a point on a curve; thence 141.29 feet along the arc of a curve to the right, said curve having a radius of 300.00 feet, a delta angle of 26059'04", and a long chord bearing South 38011'14" West, 139.99 feet to a point of reverse curvature, thence 250.07 feet along the arc of a curve to the left, said curve having a radius of 600.00 feet, a delta angle of 23°52'46", and a long chord bearing South 39°44'23" West, 248.26 feet to a point of tangency; thence South 27048'00" West, 329.66 feet to a point on a curve; thence 233.82 feet along the arc of a curve to the left, said curve having a radius of 500.00 feet, a delta angle of 26047'37", and a long chord bearing North 75°35'49" West, 231.69 feet to a point of tangency, - thence North 88059'37" West, 463.31 feet; 60307/60307-R4.DOC COLEMAN R-4 CLOSURE User Name: EngrgSol Project: 60307 THE OAKS COLEMAN BLACK CAT/ MCMILLAN Inverse Points R-4 ZONE Horizontal direction: N89°22'25"w zenith An le: 90,00,00" Horizontal Distance 170.0000 Delta Elevation: 0.00 slope Distance: 170.0000 Horizontal direction: S00°37'35"w zenith Angle: 90,00,00" Horizontal Distance 11.1600 Delta Elevation: 0.00 Slope Distance: 11.1600 Horizontal direction: N89°16'15"w zenith Angle: 90*00,00" Horizontal Distance 407.2400 Delta Elevation: 0.00 Slope Distance: 407.2400 Horizontal direction: N14°24'06"w zenith Angle: 90*00,00" Horizontal Distance 111.1900 Delta Elevation: 0.00 Slope Distance: 111.1900 Horizontal direction: N12'01'46" zenith Angle: 90,00,00" Horizontal Distance 50.2300 Delta Elevation: 0.00 Slope Distance: 50.2300 Horizontal direction: N77°58'14"w zenith Angle: 90*00,00" Horizontal Distance 80.0000 Delta Elevation: 0.00 Slope Distance: 80.0000 Horizontal direction: N84°07'40"w zenith Angle: 90,00,00" Horizontal Distance 162.6100 Delta Elevation: 0.00 slope Distance: 162.6100 Horizontal direction: N89°16'15"w zenith An le: 90*00,00" Horizontal Distance 263.2100 Delta Elevation: 0.00 slope Distance: 263.2100 Horizontal direction: N65°18'18"w zenith An le: 90,00,00" Horizontal Distance 55.0000 Delta Elevation: 0.00 Slope Distance: 55.0000 object Type: Line Page 1 G� a�- Date: 02-21-08 Time: 11:09:13 Page: 1 OAKCREEK ZONING CLOSURES.txt user Name: Engrgsol Project: 60307 OAKCREEK ZONE DESCRIPTIONS Inverse Points R-4 Horizontal direction: N89°22'25"w Zenith Angle: 90,00,00" Horizontal Distance 170.0000 Delta Elevation: 0.00 Slope Distance: 170.0000 Horizontal direction: S00°37'35"w Zenith An le: 90*00,00" Horizontal Distance 11.1600 Delta Elevation: 0.00 slope Distance: 11.1600 Horizontal direction: N89°16'15"w Zenith An le: 90,00,00" Horizontal Distance 407.2400 Delta Elevation: 0.00 Slope Distance: 407.2400 Horizontal direction: N14°24'06"w Zenith Angle: 90*00,00" Horizontal Distance 111.1900 Delta Elevation: 0.00 Slope Distance: 111.1900 Horizontal direction: N24°00'23"w Zenith Angle: 90*00,00" Horizontal Distance 108.0600 Delta Elevation: 0.00 Slope Distance: 108.0600 Horizontal direction: N12'01'46"E zenith An le: 90*00,00" Horizontal Distance 50.2300 Delta Elevation: 0.00 Slope Distance: 50.2300 Horizontal direction: N77°58'14"w zenith An le: 90,00,00" Horizontal Distance 80.0000 Delta Elevation: 0.00 Slope Distance: 80.0000 Horizontal direction: N84°07'40"w zenith An le: 90,00,00" Horizontal Distance 162.6100 Delta Elevation: 0.00 slope Distance: 162.6100 Horizontal direction: N89°16'15"w zenith Angle: 90,00,00" Horizontal Distance 263.2100 Delta Elevation: 0.00 slope Distance: 263.2100 Horizontal direction: N65°18'18"w Page 1 Date: 02-13-08 Time: 12:31:29 Page: 1 Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: �... Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith An le: Horizontal Distance Delta Elevation: OAKCREEK ZONING CLOSURES.txt 90,00,00" 55.0000 0.00 55.0000 S38°11'14"w 90*00,00" 139.9900 0.00 139.9900 S39°44'23"w 90*00,00" 248.2600 0.00 248.2600 S27°48'00"w 90*00,00" 329.6600 0.00 329.6600 N75°35'49"w 90*00,00" 231.6900 0.00 231.6900 N88°59'37"w 90,00,00" 463.3100 0.00 463.3100 N01°00'23"E 90*00,00" 1140.0700 0.00 1140.0700 S89°14'34"E 90,00,00" 433.5500 0.00 433.5500 N64°03'54"E 90*00,00" 27.6400 0.00 27.6400 S86°53'48"E 90*00,00" 189.5300 0.00 189.5300 N89°14'51"E 90*00,00" 20.0400 0.00 Page 2 Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: OAKCREEK ZONING CLOSURES.txt 20.0400 S70°27'50"E 90*00,00" 25.6400 0.00 25.6400 S81°00'03"E 90*00,00" 36.6900 0.00 36.6900 S88°50'13"E 90*00,00" 85.5700 0.00 85.5700 S86°14'58"E 90*00,00" 63.6200 0.00 63.6200 N89°18'37"E 90*00,00" 45.4900 0.00 45.4900 S78°07'47"E 90,00,00" 19.6800 0.00 19.6800 N53°05'44"E 90,00,00" 16.5300 0.00 16.5300 N00°43'57"E 90*00,00" 650.1900 0.00 650.1900 S77°58'14"E 90*00,00" 1338.1400 0.00 1338.1400 N00°36'34"E 90,00,00" 293.6400 0.00 293.6400 S89°31'36"E Page 3 Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: �... Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: slope Distance: R-8 PARCEL A Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: OAKCREEK ZONING CLOSURES.tXt 90*00,00" 175.0300 0.00 175.0300 S00°28'24"w 90*00,00" 230.0000 0.00 230.0000 S89°31'36"E 90°00'00" 1136.3000 0.00 1136.3000 S00°29'02"w 90,00,00" 214.5100 0.00 214.5100 N89°20'59"w 90,00,00" 1312.3400 0.00 1312.3400 S00°36'34"w 90,00,00" 215.0000 0.00 215.0000 S00'37'35"w 90*00,00" 916.2600 0.00 916.2600 N63°54'06"w 90,00,00" 0.0098 0.00 0.0098 S00°27'22"w 90,00,00" 626.3900 0.00 626.3900 S89°08'23"w 90*00,00" 246.5400 0.00 246.5400 Page 4 Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: R-8 PARCEL B Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: OAKCREEK ZONING CLOSURES.txt S06°37'22"w 90,00,00" 308.3000 0.00 308.3000 N89°30'26"w 90,00,00" 1038.4000 0.00 1038.4000 N00°28'25"E 90,00,00" 1113.0000 0.00 1113.0000 S89°16'45"E 90*00,00" 1059.0800 0.00 1059.0800 S00°27'22"w 90*00,00" 169.0000 0.00 169.0000 S89`16'45"E 90*00,00" 258.6000 0.00 258.6000 S64°10'42"W 90*00,00" 0.0148 0.00 0.0148 N89°16'45"w 90*00,00" 1317.6800 0.00 1317.6800 N00°44'11"E 90*00,00" 868.1600 0.00 868.1600 N89°17'44"w 90*00,00" 1920.9300 0.00 1920.9300 Page 5 Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith Angle: Horizontal Distance Delta Elevation: slope Distance: .._ Horizontal direction: zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: �. Zenith Angle: OAKCREEK ZONING CLOSURES.txt S01°00'23"w 90,00,00" 867.6600 0.00 867.6600 N89°16'49"w 90*00,00" 710.2200 0.00 710.2200 N01°00'42"E 90*00,00" 1315.3800 0.00 1315.3800 S89°18'59"E 90,00,00" 450.0000 0.00 450.0000 N01°00'42"E 90*00,001, 774.7100 0.00 774.7100 N89°21117"w 90,00,001, 450.0000 0.00 450.0000 N01°00'42"E 90*00,00" 540.9700 0.00 540.9700 S89°21'17"E 90,00,00" 1311.1100 0.00 1311.1100 s00°52'12"w 90,00,00" 16.9900 0.00 16.9900 S89°14'34"E 90*00,00" 355.9500 0.00 355.9500 S01°00'23"w 90*00,00" Page 6 OAKCREEK ZONING CLOSURES.txt Horizontal Distance 1140.0700 �-- Delta Elevation: 0.00 Slope Distance: 1140.0700 Horizontal direction: S88°59'37"E Zenith Angle: 90*00,001, Horizontal Distance 463.3100 Delta Elevation: 0.00 Slope Distance: 463.3100 Horizontal direction: S75°35'49"E zenith An le: 90*00,001, Horizontal Distance 231.6900 Delta Elevation: 0.00 Slope Distance: 231.6900 Horizontal direction: N27°48'00"E zenith Angle: 90*00,001, Horizontal Distance 329.6600 Delta Elevation: 0.00 Slope Distance: 329.6600 Horizontal direction: N39°44'23"E zenith Angle: 90*00,001, Horizontal Distance 248.2600 Delta Elevation: 0.00 slope Distance: 248.2600 Horizontal direction: N38°11'14"E zenith Angle: 90,00,001, Horizontal Distance 139.9900 �. Delta Elevation: 0.00 Slope Distance: 139.9900 Horizontal direction: S65°18'18"E zenith Angle: 90,00,001, Horizontal Distance 55.0000 Delta Elevation: 0.00 Slope Distance: 55.0000 Horizontal direction: S89°16'15"E zenith Angle: 90,00,001, Horizontal Distance 263.2100 Delta Elevation: 0.00 Slope Distance: 263.2100 Horizontal direction: S84°07'40"E zenith Angle: 90*00,001, Horizontal Distance 162.6100 Delta Elevation: 0.00 slope Distance: 162.6100 Horizontal direction: S77°58'14"E zenith An le: 90*00,001, Horizontal Distance 80.0000 Delta Elevation: 0.00 Slope Distance: 80.0000 Horizontal direction: S12'01'46"W zenith An le: 90*00,001, Horizontal Distance 50.2300 Delta Elevation: 0.00 Slope Distance: 50.2300 Page 7 �. Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: �- Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: R-8 PARCEL C Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith Angle: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An9le: Horizontal Distance Delta Elevation: OAKCREEK ZONING CLOSURES.txt S24°00'23"E 90,00,00" 108.0600 0.00 108.0600 S14°24'06"E 90*00,00" 111.1900 0.00 111.1900 S89°16'15"E 90*00,00" 407.2400 0.00 407.2400 N00°37'35"E 90,00,00" 11.1600 0.00 11.1600 S89°22'25"E 90*00,00" 170.0000 0.00 170.0000 S00°37'35"w 90*00,00" 1719.4900 0.00 1719.4900 S50°53'40"E 90*00,00" 0.0110 0.00 0.0110 S89°16'49"E 90*00,00" 607.4000 0.00 607.4000 S00°31'02"w 90*00,00" 1316.6400 0.00 1316.6400 N89°17'19"w 90,00,00" 89.9100 0.00 Page 8 OAKCREEK ZONING CLOSURES.txt Slope Distance: 89.9100 Horizontal direction: N76°42'21"w Zenith An le: 90,00,00" Horizontal Distance 571.9200 Delta Elevation: 0.00 slope Distance: 571.9200 Horizontal direction: N11°45'24"E Zenith Angle: 90*00,001, Horizontal Distance 277.0000 Delta Elevation: 0.00 Slope Distance: 277.0000 Horizontal direction: N06°09'01"E Zenith Angle: 90,00,00" Horizontal Distance 78.1500 Delta Elevation: 0.00 Slope Distance: 78.1500 Horizontal direction: N00°32'39"E Zenith Angle: 90,00,00" Horizontal Distance 376.2400 Delta Elevation: 0.00 slope Distance: 376.2400 Horizontal direction: NO3°37'56"w Zenith Angle: 90,00,00" Horizontal Distance 174.7800 Delta Elevation: 0.00 Slope Distance: 174.7800 Horizontal direction: NO3°32'40"w Zenith Angle: 90,00,00" Horizontal Distance 133.8400 Delta Elevation: 0.00 Slope Distance: 133.8400 Horizontal direction: N00°43'11"E Zenith Angle: 90,00,00" Horizontal Distance 158.4700 Delta Elevation: 0.00 slope Distance: 158.4700 Horizontal direction: N05°52'19"E Zenith Angle: 90,00,00" Horizontal Distance 0.0037 Delta Elevation: 0.00 slope Distance: 0.0037 R-15 PARCEL A Horizontal direction: NO1°00'23"E Zenith An le: 90,00,00" Horizontal Distance 867.6600 Delta Elevation: 0.00 slope Distance: 867.6600 Horizontal direction: S89°17'44"E Zenith Angle: 90,00,00" Horizontal Distance 1920.9300 Page 9 OAKCREEK ZONING CLOSURES.txt Delta Elevation: 0.00 �.. slope Distance: 1920.9300 Horizontal direction: S00°44'11"w Zenith Angle: 90,00,00" Horizontal Distance 868.1600 Delta Elevation: 0.00 Slope Distance: 868.1600 Horizontal direction: N89°16'49"w Zenith An le: 90*00,00" Horizontal Distance 1925.0200 Delta Elevation: 0.00 Slope Distance: 1925.0200 Horizontal direction: S46°07'32"E Zenith An le: 90,00,00" Horizontal Distance 0.0020 Delta Elevation: 0.00 Slope Distance: 0.0020 R-15 PARCEL B Horizontal direction: S89°16'49"E Zenith Angle: 90*00,00" Horizontal Distance 710.2200 Delta Elevation: 0.00 Slope Distance: 710.2200 Horizontal direction: S00°43'11"w Zenith Angle: 90,00,00" Horizontal Distance 158.4700 Delta Elevation: 0.00 Slope Distance: 158.4700 Horizontal direction: S03°32'40"E Zenith Angle: 90*00,00" Horizontal Distance 133.8400 Delta Elevation: 0.00 slope Distance: 133.8400 Horizontal direction: S03°37'56"E Zenith Angle: 90,00,00" Horizontal Distance 174.7800 Delta Elevation: 0.00 Slope Distance: 174.7800 Horizontal direction: S00°32'39"w Zenith Angle: 90*00,00" Horizontal Distance 376.2400 Delta Elevation: 0.00 slope Distance: 376.2400 Horizontal direction: S06°09'01"w Zenith An le: 90*00,00" Horizontal Distance 78.1500 Delta Elevation: 0.00 slope Distance: 78.1500 Horizontal direction: S11°45'24"w _. Zenith Angle: 90*00,00" Page 10 Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An9le: Horizontal Distance Delta Elevation: slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: OAKCREEK ZONING CLOSURES.txt 277.0000 0.00 277.0000 N76°42'21"W 90,00,00" 687.4500 0.00 687.4500 N00°32'39"E 90,00,00" 1042.4700 0.00 1042.4700 N79°17'11"W 90*00,00" 0.0070 0.00 0.0070 Page 11 1-1 COLEMAN ANNEX CLOSURE User Name: EngrgSol Project: 60307 THE OAKS COLEMAN BLACK CAT/ MCMILLAN Inverse Points ANNEXATION DESCRIPTION Horizontal direction: S00°27'22"w Zenith Angle: 90*00,00" Horizontal Distance 626.3900 Delta Elevation: 0.00 Slope Distance: 626.3900 Horizontal direction: S89°08'23"w zenith Angle: 90*00,00" Horizontal Distance 246.5400 Delta Elevation: 0.00 Slope Distance: 246.5400 Horizontal direction: S06°37'22"w zenith Angle: 90,00,00" Horizontal Distance 308.3000 Delta Elevation: 0.00 Slope Distance: 308.3000 Horizontal direction: N89°30'26"w zenith An le: 90,00,00" Horizontal Distance 1038.4000 Delta Elevation: 0.00 Slope Distance: 1038.4000 Horizontal direction: N00°28'25"E zenith Angle: 90*00,00" Horizontal Distance 1113.0000 Delta Elevation: 0.00 slope Distance: 1113.0000 Horizontal direction: N89°16'45"w zenith An le: 90*00,00" Horizontal Distance 1317.6800 Delta Elevation: 0.00 Slope Distance: 1317.6800 Horizontal direction: N89°16'49"w zenith An le: 90,00,00" Horizontal Distance 1317.6200 Delta Elevation: 0.00 slope Distance: 1317.6200 Horizontal direction: S00°31'02"w zenith Angle: 90*00,00" Horizontal Distance 1316.6400 Delta Elevation: 0.00 Slope Distance: 1316.6400 Horizontal direction: N89°17'19"w zenith Angle: 90,00,00" Horizontal Distance 89.9100 Delta Elevation: 0.00 Slope Distance: 89.9100 Horizontal direction: N76°42'21"w zenith Angle: 90,00,00" Page 1 Date: 02-19-08 Time: 14:34:47 Page: 1 COLEMAN ANNEX CLOSURE Horizontal Distance 1259.3700 Delta Elevation: 0.00 Slope Distance: 1259.3700 Horizontal direction: N00°32'39"E Zenith An le: 90,00,00" Horizontal Distance 1042.4700 Delta Elevation: 0.00 Slope Distance: 1042.4700 Horizontal direction: NO1°00'42"E Zenith Angle: 90*00,00" Horizontal Distance 1315.3800 Delta Elevation: 0.00 Slope Distance: 1315.3800 Horizontal direction: S89°18'59"E Zenith An le: 90,00,00" Horizontal Distance 450.0000 Delta Elevation: 0.00 Slope Distance: 450.0000 Horizontal direction: N01°00'42"E Zenith An le: 90,00,00" Horizontal Distance 774.7100 Delta Elevation: 0.00 Slope Distance: 774.7100 Horizontal direction: N89°21'17"w Zenith An le: 90*00,00" Horizontal Distance 450.0000 Delta Elevation: 0.00 Slope Distance: 450.0000 Horizontal direction: NO1°00'42"E zenith Angle: 90*00,00" Horizontal Distance 540.9700 Delta Elevation: 0.00 Slope Distance: 540.9700 Horizontal direction: S89°21'17"E Zenith An le: 90,00,00" Horizontal Distance 1311.1100 Delta Elevation: 0.00 Slope Distance: 1311.1100 Horizontal direction: S00°52'12"w zenith An le: 90,00,00" Horizontal Distance 16.9900 Delta Elevation: 0.00 Slope Distance: 16.9900 Horizontal direction: S89°14'34"E zenith Angle: 90*00,00" Horizontal Distance 789.5000 Delta Elevation: 0.00 slope Distance: 789.5000 Horizontal direction: N64°03'54"E zenith Angle: 90,00,00" Horizontal Distance 27.6400 Delta Elevation: 0.00 Slope Distance: 27.6400 Page 2 COLEMAN ANNEX CLOSURE Horizontal direction: S86°53'48"E Zenith An le: 90*00,00" Horizontal Distance 189.5300 Delta Elevation: 0.00 Slope Distance: 189.5300 Horizontal direction: N89°14'51"E zenith Angle: 90,00,00" Horizontal Distance 20.0400 Delta Elevation: 0.00 Slope Distance: 20.0400 Horizontal direction: S70°27'50"E zenith Angle: 90*00,00" Horizontal Distance 25.6400 Delta Elevation: 0.00 Slope Distance: 25.6400 Horizontal direction: S81°00'03"E zenith An le: 90,00,00" Horizontal Distance 36.6900 Delta Elevation: 0.00 Slope Distance: 36.6900 Horizontal direction: S88°50'13"E zenith An le: 90,00,00" Horizontal Distance 85.5700 Delta Elevation: 0.00 slope Distance: 85.5700 Horizontal direction: S86°14'58"E zenith Angle: 90,00,00" Horizontal Distance 63.6200 Delta Elevation: 0.00 Slope Distance: 63.6200 Horizontal direction: N89°18'37"E zenith Angle: 90*00,00" Horizontal Distance 45.4900 Delta Elevation: 0.00 Slope Distance: 45.4900 Horizontal direction: S78°07'47"E zenith Angle: 90,00,00" Horizontal Distance 19.6800 Delta Elevation: 0.00 slope Distance: 19.6800 Horizontal direction: N53°05'44"E zenith Angle: 90,00,00" Horizontal Distance 16.5300 Delta Elevation: 0.00 slope Distance: 16.5300 Horizontal direction: N00°43'42"E zenith Angle: 90,00,00" Horizontal Distance 24.3500 Delta Elevation: 0.00 Slope Distance: 24.3500 Horizontal direction: N00°43'58"E zenith Angle: 90,00,00" Page 3 COLEMAN ANNEX CLOSURE Horizontal Distance 625.8400 Delta Elevation: 0.00 Slope Distance: 625.8400 Horizontal direction: S77°58'14"E Zenith An le: 90*00,00" Horizontal Distance 1338.1400 Delta Elevation: 0.00 slope Distance: 1338.1400 Horizontal direction: N00°36'34"E zenith An le: 90*00,00" Horizontal Distance 293.6400 Delta Elevation: 0.00 Slope Distance: 293.6400 Horizontal direction: S89°31'36"E Zenith Angle: 90,00,00" Horizontal Distance 175.0300 Delta Elevation: 0.00 Slope Distance: 175.0300 Horizontal direction: S00°28'24"w zenith An le: 90*00,00" Horizontal Distance 230.0000 Delta Elevation: 0.00 slope Distance: 230.0000 Horizontal direction: S89°31'36"E zenith Angle: 90,00,00" Horizontal Distance 1136.3000 Delta Elevation: 0.00 slope Distance: 1136.3000 Horizontal direction: S00°29'02"w zenith An le: 90*00,00" Horizontal Distance 214.5100 Delta Elevation: 0.00 Slope Distance: 214.5100 Horizontal direction: N89°20'59"w zenith Angle: 90,00,00" Horizontal Distance 1312.3400 Delta Elevation: 0.00 slope Distance: 1312.3400 Horizontal direction: S00°36'34"w zenith Angle: 90,00,00" Horizontal Distance 215.0000 Delta Elevation: 0.00 slope Distance: 215.0000 Horizontal direction: S00°37'35"w zenith Angle: 90,00,00" Horizontal Distance 2635.7500 Delta Elevation: 0.00 slope Distance: 2635.7500 Horizontal direction: S89°16'45"E zenith Angle: 90,00,00" Horizontal Distance 1059.0800 Delta Elevation: 0.00 Slope Distance: 1059.0800 Page 4 Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: Slope Distance: Horizontal direction: Zenith An le: Horizontal Distance Delta Elevation: slope Distance: COLEMAN ANNEX CLOSURE S00°27'22"w 90,00,00" 169.0000 0.00 169.0000 s89°16'45"E 90,00,00" 258.6000 0.00 258.6000 S74°25'41"w 90*00,00" 0.0206 0.00 0.0206 Page 5 OAKCREEK SUBDIVISION TRAFFIC IMPACT ANALYSIS Preparedfor Engineering Solutions 1029 North Rosario Street Meridian, ID 83642 WasMngton Division 720 Park Boulevard, P.O. Box 73 Boise, Idaho 83729-0073 (208)386-5000 February 12, 2008 TABLE OF CONTENTS EXECLITIVCSt'MNIARI...... ...................................................................................................... I INTRODUCTION.................................................................................,..........................I..........................6 PROPOSEDUh.NFLOPNIF;NT.............. ......... ....................... .......................................................... ......... 6 STUDY AREA CONDITIONS..............................................................................................................8 StudyArea.............................................................................................,................................................9 LandUse.. ...... ................................................... ........................................ .............. ............... 9 EXISTINGCONDITIONS.......................................................................................................... ..........9 TrafficVolumes ....... ...................................................,.................,....................................................9 RoadSystem...................................................................................................................—.—.........9 STUDYPERIOD..........................................................................................-........,...,............................10 PROJECTEDTRA)FFIC..................................................... ................................. ..,................. ................ I I SiteTraffic..................................................................................................................... .... I I TripGeneration ...................... ................................................................................... ,.................... I I Trip- nistribution.................................................................................................................. I I BackgroundTraffic.. ......... ................................................................................................. ......... ....... 18 TotalTraffic.......................................................................................................................................18 TRAFFICANALYSIS..............................................................................................................................18 CapacityAnalysis. and Level-of-Service..............................................................................................18 AssociatedImpact Fees........................................................................................................................22. CONCLUSIONS......................... .............................................................................................................. 23 UM Oakcreek - DRAFT Traffic Report February 5. 2008 Washington Division EXECUTIVE SUMMARY The proposed Oakcreek subdivision is a residential development site located on McMillan Road between McDermott Road and Black Cat Road in Meridian, Idaho. This project is expected to include 1,600 single family homes plus a swimming pool / recreation complex. The project is expected to develop in two major phases. Phase I will be the 109 single family homes southwest of the McMillan / Black Cat intersection. Phase 2 will be the remainder of the project, including 1,491 single family homes plus a 4 acre swimming pool / recreation complex. Transportation improvements are specified separately for the Phase I and build out developments. This report uses "build out" to reference the completion of Phases 1 and 2. The following are the principal conclusions of the traffic analysis for the Oakcreek development. 1) The proposed development is projected to generate an average daily traffic (ADT) volume of 17,328 vehicles of which the a.m. and p.m. peak hour traffic is only 1,307 and 1,818 vehicles per hour respectively. Phase 1 traffic will generate 1,043 daily vehicles of which the a.m. and p.m. peak hour traffic is only 82 and 110 vehicles per hour respectively. 2) As a result of the site build -out, traffic on the area roadways is expected to increase in the vicinity. Traffic on Chinden Boulevard may increase by 1,733 trips per day west of McDermott Road and 6,065 trips per day east of Black Cat Road. Traffic on McMillan Road may increase by 5,198 trips per day east of McDermott Road and 12,130 trips per day west of Black Cat Road. Traffic on McMillan Road may increase by 866 trips per day west of McDermott Road and 1,733 trips per day east of Black Cat Road. Traffic on McDermott Road may increase by 1,733 and 2,599 trips per day north and south of McMillan Road respectively. Traffic on Black Cat Road may increase by 6,065 and 4,332 trips per day north and south of McMillan Road respectively. 3) There are several on -going roadway planning efforts for this area. Some of the key projects include: i) COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although plans are stilt developing, the anticipated outcome is an expressway with grade -separated interchanges. Any corridor plan will affect regional traffic patterns in general and affect the Chinden intersections with McDermott Road and Black Road in particular. ii) Idaho Transportation Department (ITD) is also currently examining the potential extension of SH-16 (Emmett Highway) from SH-44 (State Street) south to Interstate 84. Various corridor routes are under consideration. One option is a connection to near the McDermott Road corridor. Any corridor plan will affect all the roadways and intersections within the area. URSOnkcreek — Traffic Repon Washington Division February 12. 2009 4) The intersection of McDermott Road and Chinden Boulevard is currently a TEE intersection �-- with the STOP control on McDermott Road. This intersection currently operates at Level of Service (LOS) D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. For the Year 2015 build out condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. None of the traffic signal warrants are met at this location if a northbound right turn lane is constructed. Approximately 9.2% of the peak hour traffic volumes are attributed to the Oakcreek development. No improvements are needed to accommodate the Phase 2 build out traffic volumes. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the McDermott / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. 5) The intersection of Black Cat Road and Chinden Boulevard is currently STOP controlled on the Black Cat Road approaches. This intersection currently operates below capacity at LOS D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the existing or background traffic volumes. The intersection of Black Cat Road and Chinden Boulevard will operate at LOS F under forecast Phase 1 traffic conditions. This level of service affects only the 68 northbound vehicles. The traffic volumes do not meet the minimum volume needed for the peak hour signal warrants. �. No improvements are needed to accommodate the Phase 1 traffic volumes. With the addition of the Phase 2 traffic, the intersection will operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the Phase 2 traffic volumes. With the addition of a traffic signal, added left turn lanes on all approaches, and northbound and eastbound right turn lanes the intersection will operate at LOS D during the p.m. peak hour. Approximately 27.1 % of the peak hour traffic volumes are attributed to the Oakcreek development. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade separated interchanges at key locations. If this happens, the Black Cat / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. 6) The intersection of McDermott Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS A for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition. the intersection is forecast to operate at LOS B. during the p.m. peak hour. For the Year 2015 Phase 1 build out condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS C during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. Approximately 70.3% of the peak hour traffic volumes are attributed to the Oakcreek development. UMOakcreek— Traffic Report Washington Division February 12. 2008 7) The intersection of Black Cat Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS B for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. The intersection of Black Cat Road and McMillan Road will operate at LOS B under forecast Phase 1 traffic conditions. No improvements are needed to accommodate the Phase 1 traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the build out traffic volumes. With the addition of a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches, the intersection will operate at LOS D under Year 2015 build out conditions. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. S) The site plan shows a new site access (i.e. west site access) intersection on McMillan Road, approximately 700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches, a westbound right turn lane on McMillan and separate left and right turn lanes on the northbound and southbound approaches the intersection will operate at LOS C. This signal location may not met ACHD developing standards for signal spacing on arterial roadways. 9) The site plan shows a new site access (i.e. middle site access) intersection on McMillan Road, approximately 2,700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches and a westbound right turn lane, the intersection will operate at LOS C. �-' 10) The site plan shows a new site access (i.e. east site access) intersection on McMillan Road, approximately 600-ft west of the Black Cat Road intersection. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the westbound and northbound approaches, the intersection will operate at LOS C as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. 11) The site plan shows a new site access (i.e. north site access) intersection on Black Cat Road, approximately 2,200-ft south of Chinden Boulevard. The forecast traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. 12) The site plan shows a new site access (i.e. south site access) intersection on Black Cat Road, approximately 660-ft south of McMillan Road. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. 13) The Chinden Boulevard (US 20-26) traffic volumes exceed the roadway's planning threshold under forecast Year 2015 and forecast Year 2030 build -out for a two-lane, limited access highway. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access, four -lane expressway with grade -separated interchanges at key locations. umOak. reek - Traffic Report Washington Division February I -. 2008 14) The forecast daily build -out volumes (Year 2015) for all other roadways in the vicinity of the project are lower than the planning development thresholds. The other area's roadways do not require any capacity improvements to accommodate the site generated traffic volumes. 15) Internally, most of the subdivision streets with front -on -housing have projected ADT volumes less than 1,000 vehicles per day. There may be a short term problem with the northern connection to Black Cat Road if the traffic volumes exceed 1,000 vpd. This issue will be mitigated as the roadway system develops within this section and additional access routes are developed. 16) This project site will generate approximately $4,020,000 in impact fee revenues to the Ada County Highway District (Ordinance 202). Following are the transportation -related improvements needed to accommodate the Phase 1 traffic volumes generated by the Oakcreek development: • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new east site access intersection on McMillan Road, approximately 600-ft west of Black Cat Road. Construct a westbound left turn lane on McMillan Road. Provide sufficient width on the new northbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new south site access intersection on Black Cat Road approximately 660-ft south of McMillan Road. Construct a northbound left turn lane on Black Cat Road. Provide sufficient width on the new eastbound road to accommodate separate left and right turn lanes. Following are the transportation -related improvements needed to accommodate the Phase 1 and �' Phase 2 (build out) traffic volumes generated by the Oakcreek development: • Construct separate northbound and eastbound right turn lanes at the Chinden / Black Cat intersection. Signalization and added left turn lanes on all approaches ere identified as improvements needed for the background condition. Approximately 27.1 % of the peak hour traffic volumes are attributed to the Oakcreek development. • Construct a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches for the McMillan Road / Black Cat Road intersection. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. • The forecast traffic volumes meet the peak hour traffic signal warrants at the new west site access intersection on McMillan Road, 700-ft east of the McDermott Road intersection. Construct a traffic signal and provide an added left turn lane on all approaches. This signal location may not meet ACHD developing standards for signal spacing on arterial roadways. • The forecast traffic volumes meet the peak hour traffic signal warrants at the new middle site access intersection on McMillan Road.. 2,700-ft east of the McDermott Road intersection. Construct an eastbound left turn lane on McMillan Road. Provided sufficient width on the new southbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new east site access intersection 660-ft west of Black Cat Road. Construct a westbound left turn lane on McMillan Road. Provided sufficient width on the new northbound road to accommodate separate left and right turn lanes. 11-' 4 UmOakcreek Traffic Report Washington Division February 12. 2M • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new north �. site access intersection on Black Cat Road approximately 2,200-ft south of Chinden Boulevard. Construct a northbound left turn lane on Black Cat Road. Provided sufficient width on the new eastbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new south site access intersection on Black Cat Road approximately 660-ft south of McMillan Road. Construct a northbound left turn lane on Black Cat Road. Provided sufficient width on the new eastbound road to accommodate separate left and right turn lanes. • No other traffic -related improvements have been identified with this analysis. RS s U Oakcreek -Traffic Report Washington Division February 12. 2009 INTRODUCTION The Washington Division (Washington) of the URS Corporation has been retained to prepare a traffic impact study for the proposed Oakcreek development. The project site is located on McMillan Road between McDermott Road and Black Cat Road in Meridian, Idaho. This project is expected to include 1,600 single family homes plus a 4 acre swimming pool / recreation complex. Figure 1 shows the location of the project and its vicinity. The purpose of this report is to evaluate the traffic impacts resulting from the proposed development in the vicinity of the project. This study will make recommendations for improvements to the transportation system which will mitigate any potentially adverse impacts of the development. This report is prepared in conformance with ACHD's requirements of a major traffic impact study. In particular, the scope of the study includes the following: • Trip generation of the proposed development; • Trip distribution and traffic assignment of the site generated traffic; • Roadway capacity impacts on arterial roads in the project vicinity; • Impacts of the site generated traffic on the existing McDermott Road intersections with Chinden Boulevard (US 20-26) and McMillan Road, the existing Black Cat Road intersections with Chinden Boulevard (US 20-26) and McMillan Road, and any new site access intersections with McMillan Road and Black Cat Road; • Any potential transportation mitigation measures. This region had been examined as part of the North Meridian Area Traffic Study in 2001 and the North Meridian Study Update in 2005. The Community Planning Association (COMPASS) and the Idaho Transportation Department (ITD) are currently examining the entire US 20-26 Corridor to determine a long-range improvement plan. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although plans are still developing, the anticipated outcome is an expressway with grade -separated interchanges. Any corridor plan will affect regional traffic patterns in general and affect the Chinden intersections with McDermott Road and Black Road in particular. The Idaho Transportation Department (ITD) is also currently examining the potential extension of SH-16 (Emmett Highway) from SH-44 (State Street) south to Interstate 84. Various corridor routes are under consideration. One option is a connection to near the McDermott Road corridor. Any corridor plan will affect all the roadways and intersections within the area. PROPOSED DEVELOPMENT The Oakcreek project is a proposed residential development with approximately 1,600 single-family residential units. The proposed preliminary site plan for the project is shown in Figure 2. This transportation study assumes the development will be completed by the year 2015. 6 TIRS Oakcreek —Traffic Report Washington Division February 12. 2008 V uRSOakcreek - Traffic Report Washington Division February 12. 2008 .......................,_�_,,..... _,..,..... I1t'1�=1sT.At_•••wmam..-I...... fnnfCw�111nM71 nIHYl\..... _ -. ._ III IrMU-11=1-IM--11.1.1111n1I/Tl i`i I�IIIIIII.f unn..n.luu1-7 1-1 om.a efny.u-i- ii��cicunrlHflluHn_ci=;.I li\�/NI\yll//n1111HI111fIltHflNHll\�lil1/Ia.xnti�... wasNrat«1�ivisbn Engineering Solutions Figure 2 STUDY AREA CONDITIONS Study Area The area of influence will be north -central Ada County. The area of primary impact will be along McMillan Road, Chinden Boulevard (US 20-26), North McDermott Road, and North Black Cat Road in the project vicinity. The intersections considered for impacts are the existing McDermott / Chinden intersection, the existing McDermott / McMillan intersection, the existing Black Cat / McMillan intersection and the existing Black Cat / Chinden intersection. Land Use The project area is currently used for agriculture activities. The site is proposed for residential uses in accordance with the Meridian Comprehensive Plan. EXISTING CONDITIONS Traffic Volumes Existing average daily traffic (ADT) volumes and p.m. peak hour turning movement volumes were obtained by Washington's on -site counts and supplemented with available data from other recent traffic studies in the area. The link counts were from 2007. The 2030 forecast ADT was acquired from COMPASS. The existing daily and peak hour traffic counts near the site are summarized in Figure 3. Road System The road system in the site vicinity is described below: • Chinden Boulevard (US 20-26) is an east -west, two-lane facility classified as a principal arterial by COMPASS. The posted speed limit is 55 mph. Chinden Boulevard is also identified as a future expressway. • McDermott Road is a north -south, two-lane facility classified as a principal arterial by COMPASS. The roadway is treated as a minor arterial (section line road) in this analysis. The posted speed limit is 50 mph. McDermott Road is also identified as a future expressway. • Black Cat Road is a north -south, two-lane facility classified as a minor arterial by COMPASS. The posted speed limit is 50 mph. • McMillan Road is an east -west, two-lane facility classified as a minor arterial by COMPASS. The posted speed limit is 50 mph. The intersections in the site vicinity are described below: • The McDermott Road / Chinden Boulevard (US 20-26) intersection is a TEE intersection. The STOP with control on the northbound McDermott Road approach. Each leg of the intersection has one lane. There is an added westbound left turn lane on Chinden Boulevard (US 20-26). • The Black Cat Road / Boulevard (US 20-26) intersection is a two-way STOP with control on Black Cat Road. Each leg of the approach has one lane with added left turn lanes on Chinden Boulevard (US 20-26). • The McDermott Road / McMillan Road intersection is a two-way STOP with control on McMillan Road. Each leg of the approach has only one lane. • The Black Cat Road / McMillan Road intersection is a two-way STOP with control on McMillan Road. Each leg of the approach has only one lane. UMOakcreek- Trafric Report Washington Division February 12. 2008 USOakcreek - Traffic Reportrt Washington Division February 12. 2008 STUDY PERIOD v The build -out year for this study will be 2015. This date was selected to allow for project approval, engineering, construction, and full development of the site. The weekday p.m. peak hour period was analyzed for site impacts. Typically the p.m. peak hour occurs between 4:00 p.m. and 6:00 p.m. PROJECTED TRAFFIC Site Traffic Trip Generation Site traffic generation is normally estimated by procedures recommended in the latest edition of the Trip Generation Manual (71h Ed) published by the Institute of Transportation Engineers (ITE). Trip rates estimated in the manual are based on actual driveway traffic measurements performed on different land uses nationwide, particularly in metropolitan areas. The site trip generation is obtained by applying the trip rates from the Trip Generation Manual to each of the uses of the site development. Table 1 presents the summary of the site trip generation used in this report. The proposed development is projected to generate an ADT of 17,328 vehicles, of which the a.m. and p.m. peak hour traffic is 1,307 and 1,818 vehicles per hour respectively. The Phase 1 development represents only 109 homes. Phase I is projected to generate an ADT of 1,043 vehicles, of which the a.m. and p.m. peak hour traffic is 82 and 110 vehicles per hour respectively. Table 1: Trip Generation Summary Category Single Family - Single Family - Single Family - Recreation Facility Total Trips phase 1 Parcel Southwest Parcel North Parcel 4 Acres Number of Lots 109 136 1,355 4 Trip Generation Rate 24-hr daily rate 9.57 9.57 9.57 504.00 am peak hour rate 0.75 0.75 0.75 26.75 pm peak hour rate 1.01 1.01 1.01 50.40 Total Trips Generated 24-hr daily rate 1,043 1,302 12.967 2,016 17,328 am peak hour trips 82 102 1,016 107 1,307 m peak hour rate 110 1 137 1 1,369 1 202 1 1,818 Source. Trip Generation. Institute of Transportation Engineers. 7th Edition. The athletic club s trip rate was based on ITE Code 483 Trip Distribution Once the generated trips are estimated, they are distributed to their geographic origins or destinations and assigned to particular segments of the encompassed transportation network. The trip distribution along the roadway network and turning movement percentages were based on existing traffic movement data and engineering judgment. The distribution of the site traffic along the roadway network is given in Figure 4 in the form of percentages of total generated traffic for the site. Figure 5 illustrates the rounded internal site traffic distribution. Figures 6A and 6B present the forecast site traffic on the external network. Figure 6A shows the site traffic volumes from Phase 1. Figure 6B shows the combined site traffic numbers from both Phase 1 and Phase 2. �' 11 USOakcreek - Traffic Report Washington Dwision February 1? 2008 N I ` ' NO SCALE 1 ADA COUNTY US HWY 20.2a a' 5 0:3 I1M 10% MC Ni1tLA\ rr� �F-° �J► 1 LJ f U C D �p1 t �( 1EiE J F 8 9 i F % Site Traffic Distribution Qakcreek Subdivision URS WashingtonDivcian Engineering Solutions Figure J4 Um Washington Division 12 Oakcreek Traffic Report February 12. 2008 w,jjvwEngineering Solutions Figure 5 14 USOakcreek - Traffic Report Washington Division February 1 Z. 2008 m MC M LLA1' RO 865 r i r J 42 -.� ..__I—_. �— 39 ! i 1----- - —_122`� i I I tv 01 LEGEND i PIA PM PEAK HOUR FA--qT1 DAILY TRAFFIC r---1 N 1 ! I i f 1 .)441, ---- NO SCALE 84 �— r 336 ADA COUNTY I — ! m ! 1 4; 1 1 11 f I — t r— iR .i� _ _ -- �f 001 — -- 1 133— 34 1r 213 1 245 440 1 ! r m I 63 --V- --l-- ♦ • 116 I T II 148 L—— ———————— ---- — — — — — I I 1 L^_—fl ('� =---J z 1 I v t I 1 I I Phase 1 St 2 - Site Traffic Distribution Oakcreek Subdivision 7hi�atonMigUi Engineering Solutions I Figurer 6B� um Oakcreek Traffic Re15 p Washington Division February 12.2008 .,._,,,.�.:.:.:..�.:� _�- -- :.mow:.- -- :_..:..._...� _�._;-_----- I------------------ i I 663 -- F 1005 L_ 23, Z F B5_1 l h (+ I , I I _ . US Ff vW 20-26 21 7.33 MC MILLAN RD t � _ I 1 r 1 I 0 I { IN 1 -•ter I 1 5 i f 1 3 L 1 NO SCALE _ 1 627 --► -- f^ 992 I 92 Z 1 .t'- 398_ L_ _ r 1 � ht(+ 1 I I 1 rnI ADA COUNTY u ru I E1 149 1 4 t i I i i25 I r----- -_— -i -� 1 3 f 133 I - 311 1 1 1I 213 ri '� 22 1 1 299 - t► — - f 587 I I N I I 103 -1► —-- •[-- 225 1 I I 1 1 11 151 Z r r 25_1 1 L------------ -----i aL +1(' a 1 12 QF a �: I --f � I S 1 Uj I" 1 I I JU M, ' 'EGF lav 1 I Cv �j 1 i:" PM PM ?-:Xi HOUR Phase 1 & 2 - Build Out Peak Hour Traffic Volumes i Oakcreek Subdivision L WashingtonDivrtan Engineering Solutions FFigure 7B US Oakcreek Traffic Re17 port Washington Division February 12. 2009 Background Traffic The Background (no -build) traffic volumes are calculated to account for the increase in traffic on the vicinity roadways due to development and the natural growth in traffic. The background traffic volumes were assumed to be increased by 3% per year. This is the regional average based upon the COMPASS 2030 traffic forecast. Total Traffic The site traffic is added to the background traffic to obtain the total build -out traffic for the year 2015. The combined values for the 2015 background p.m. peak hour were added to the forecast p.m. peak hour traffic volumes generated by the project site and are shown in Figure 7. Figure 7A shows the build out traffic volumes from Phase 1. Figure 7B shows the combined build out traffic numbers from both Phase 1 and Phase 2. TRAFFIC ANALYSIS Capacity Analysis and Level -of -Service An intersection capacity analysis was performed using the Highway Capacity Software (HCS+) based on the 2000 edition of the Highway Capacity Manual for the existing, 2015 background, and 2015 build -out conditions was performed. For the Phase 1 and Phase 2 background conditions, the existing traffic control was assumed to be in place for Year 2015 conditions. The results of the area's capacity analysis are summarized in Tables 2 and 2A. Table 2: Intersection Capacity Analysis Summary Intersections Peak Hour Traffic Control 2007 Existing 2015 Background 2015 Build Out LOS Delay s LOS Delay s LOS Delay s Chinden at McDermott PM STOP D 28.3 E 39.8 E (1) 49,0 Chinden at Black Cat PM STOP D 28.2 F 55.0 F > 100 Signal C (2) 31.0 D (2) 52.9 McMillan at McDermott PM STOP A 9.8 B 10.0 C 22.5 McMillan at Black Cat PM STOP B 10.5 B 11.1 F > 100 Signal D (2) 50.5 McMillan at New West Site STOP F > 100 Access PM Signal C (2) 31.2 McMillan at New Middfe Site STOP F > 100 Access PM Signal 9 C (2) 25.7 McMillan at New East Site Access PM STOP C 16.7 Black Cat at new North Site Access PM STOP B 13.6 Black Cat at new South Site Access PM STOP B 12.6 The LOS for a two-way stop references the minor street approach. The major street does not stop. Notes: 1) Will not require a signal if a northbound right turn lane is constructed. 2) Will also require additional turn lanes. US 18 Oakcreek Traffic Repon Washington Dvsion February 12.2008 Table 2 represents build out conditions that include both Phase 1 and Phase 2 traffic. Table 2A illustrates the key intersections affected by the Phase I development only. Phase 1 will be the 109 single family homes southwest of the McMillan / Black Cat intersection. Phase 2 will be the remainder of the project, including 1,49I single family homes plus a 4 acre swimming pool / recreation complex. The 2015 planning year was used for both Phase 1 and Phase 2. In reality, Phase 1, if developed alone, could be completed before the year 2015. If that occurs, the background traffic numbers would be smaller. The intersection of McDermott Road and Chinden Boulevard is currently a TEE intersection with the STOP control on McDermott Road. This intersection currently operates at Level of Service (LOS) D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. For the Year 2015 build out condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. None of the traffic signal warrants are met at this location if a northbound right turn lane is constructed. Approximately 9.2%C of the peak hour traffic volumes are attributed to the Oakcreek development. No improvements are needed to accommodate the Phase 2 build out traffic volumes. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the McDermott / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. The intersection of Black Cat Road and Chinden Boulevard is currently STOP controlled on the Black Cat Road approaches. This intersection currently operates below capacity at LOS D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the background traffic volumes. With the addition of the Phase 1 traffic, the intersection will operate at LOS F during the p.m. peak hour. With the addition of the Phase 2 traffic, the intersection will operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the Phase 2 traffic volumes. With the addition of a traffic signal, added left turn lanes on all approaches, and northbound and eastbound right turn lanes the intersection will operate at LOS D during the p.m. peak hour. Approximately 27.1 % of the peak hour traffic volumes are attributed to the Oakcreek development. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the Black Cat / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out development. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the McDermott / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. The intersection of Black Cat Road and Chinden Boulevard will operate at LOS F under forecast Phase 1 traffic conditions. This level of service affects only the 68 northbound vehicles. The traffic volumes do not meet the minimum volume needed for the peak hour signal warrants. No improvements are needed to accommodate the Phase I traffic volumes. The intersection of McDermott Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS A for the UM 19 Oakcreek Traffic Report Washington DivisionOakcreek 12, 2008 existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. For the Year 2015 Phase 1 build out condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS C during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. Approximately 70.3% of the peak hour traffic volumes are attributed to the Oakcreek development. The intersection of Black Cat Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS B for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. For the Year 2015 build out condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the build out traffic volumes. With the addition of a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches, the intersection will operate at LOS D under Year 2015 build out conditions. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. The intersection of Black Cat Road and McMillan Road will operate at LOS B under forecast Phase 1 traffic conditions. No improvements are needed to accommodate the Phase 1 traffic volumes. The site plan shows a new site access (i.e. west site access) intersection on McMillan Road, ..W approximately 700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches, a westbound right turn lane on McMillan and separate left and right turn lanes on the northbound and southbound approaches the intersection will operate at LOS C. This signal location may not met ACHD developing standards for signal spacing on arterial roadways. The site plan shows a new site access (i.e. middle site access) intersection on McMillan Road, approximately 2,700-ft east of the McDermott Road intersection. The forecast traffic volumes met the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches and a westbound right turn lane, the intersection will operate at LOS C. The site plan shows a new site access (i.e. east site access) intersection on McMillan Road, approximately 600-ft west of the Black Cat Road intersection. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the westbound and northbound approaches, the intersection will operate at LOS C as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. The site plan shows a new site access (i.e. north site access) intersection on Black Cat Road, approximately 2,200-ft south of Chinden Boulevard. The forecast traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. The site plan shows a new site access (i.e. south site access) intersection on Black Cat Road, approximately 660-ft south of McMillan Road. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. URS Oakcreck —Traffic Report rt WaShington Dmsion February 0.2008 Roadway Capacity The planning development thresholds for arterial and collector streets are as follows: • A 2-lane expressway (US 20-26 and McDermott Road) is 17,500 vehicles per day at LOS D. • A 2-lane expressway (US 20-26 and McDermott Road) is 20,000 vehicles per day at LOS E. • A 4-lane expressway (US 20-26 and McDermott Road) is 35,000 vehicles per day at LOS D. • A 4-lane expressway (US 20-26 and McDermott Road) is 40,000 vehicles per day at LOS E. • A 2-lane minor arterial road (McDermott Road, McMillan Road and Black Cat Road) is 14,000 vehicles per day at LOS D and 17,000 at LOS E. • A 4-lane (plus center turn lane) minor arterial road (McMillan Road and Black Cat Road) is 33,000 vehicles per day at LOS D and 37,000 at LOS E. • A local roadway has a planning threshold of 1,000 ADT but may reach 2,000 ADT under some circumstances (ACHD Policy 7201.1.1). Table 3 summarizes the future daily traffic projections and daily capacity requirements on roadways within vicinity of the site. Table 3A illustrates the future daily traffic projections under Phase I development. 1 2015 2030 Planning DailyTraflic Estimated 2008 Site Tratflc 20t5 Build Planning Threshold RoatlWay Location Background COMPASS Threshold Count (2007 Courts Volume Volume Out Volume Modal I (LOS D - 2 Lane) (LOS D - 4 Lane) s of McMillan McMillan w of McDermott 1.106 1,200 1,500 866 2,366 1,900 14,000 33,000 McMillan eofMcDermott 1,106 1.200 1,500 6.198 5,698 9.500 14.000 33000 McMillan w of Black Cal 1.106 1,200 1,500 12.130 13.630 9,500 14,000 33.000 McMillan a of Black cat 1,106 1.200 11500 1,733 3233 11.800 14,000 33 000 'Based on peak hour traffic counts. Table 3A: Existina and Future Traffie PrniPHinnc nn vici..ity ta1wa..e - ch— i n.,r., Roadway Location Daily Traffic Estimated 2008 2015 Background Site Traffic 2015 Build 2030 COMPASS Planning I Threshold Planning Threshold Count (2007) Counts Volume volume Out Volume Model (LOS D • 2 Lane) (LOS D - 4 Lane) The US 20-26 traffic volumes exceed the roadway's planning threshold under forecast Year 2015 and forecast Year 2030 build -out for a two-lane, limited access highway. COMPASS and 1TD are currently 21 UM Oak:reek - Traffic Repon Washington Division Fehrvary !2.2008 examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access, four -lane expressway with grade - separated interchanges at key locations. The forecast daily build -out volumes (Year 2015) for all other roadways in the vicinity of the project are lower than the planning development thresholds. The other area's roadways do not require any capacity improvements to accommodate the site generated traffic volumes. Site Access and Circulation The east -west roadway connecting the northern portion of the project to Black Cat Road has only an indirect connection to the main portion of the development project. This roadway has 16 homes that front on it. This traffic analysis indicates that build out (Phase 1 and Phase 2) traffic volumes be 650 vehicles per day. There are three new residential collector intersections with McMillan Road. Each of these roadways is expected to accommodate more than 1,000 vehicles per day. However, the segments with front -on housing do not exceed the planning threshold. The access to the swimming pool / recreation complex is off another residential collector. Although the �.., center will generate 2,000 daily vehicle trips, the site access is from a residential collector without front- on housing. OM All of the remaining subdivision streets with front -on -housing have projected ADT volumes less than 1,000 vehicles per day. All distances between site accesses and major intersections are within typical planning guidelines. The site plan (Figure 2) shows a number of residential stub streets. These stub streets are planned to connect to future residential developments and provide inter -neighborhood connectivity. None of the adjacent parcels has any firm development plans at the present time. Associated Impact Fees The proposed Oakcreek subdivision includes 1,451 single-family residential units in the development. As a result of this proposed development, the development will incur an impact fee cost of approximately $4,020,000 based on current ACHD Policy (Ordinance 202). UW Washington Omsion 22 Oakcreek - Traffic Repast February 1 -';. -Vog CONCLUSIONS The following are the principal conclusions of the traffic analysis for the Oakcreek development. 1) The proposed development is projected to generate an average daily traffic (ADT) volume of 17,328 vehicles of which the a.m. and p.m. peak hour traffic is only 1.307 and 1,818 vehicles per hour respectively. Phase 1 traffic will generate 1,043 daily vehicles of which the a.m. and p.m. peak hour traffic is only 82 and 110 vehicles per hour respectively. 2) As a result of the site build -out, traffic on the area roadways is expected to increase in the vicinity. Traffic on Chinden Boulevard may increase by 1,733 trips per day west of McDermott Road and 6,065 trips per day east of Black Cat Road. Traffic on McMillan Road may increase by 5,198 trips per day east of McDermott Road and 12,130 trips per day west of Black Cat Road. Traffic on McMillan Road may increase by 866 trips per day west of McDermott Road and 1,733 trips per day east of Black Cat Road. Traffic on McDermott Road may increase by 1,733 and 2,599 trips per day north and south of McMillan Road respectively. Traffic on Black Cat Road may increase by 6,065 and 4,332 trips per day north and south of McMillan Road respectively. 3) There are several on -going roadway planning efforts for this area. Some of the key projects include: i) COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although plans are still developing, the anticipated outcome is an expressway with grade -separated interchanges. Any corridor plan will affect regional traffic patterns in general and affect the Chinden intersections with McDermott Road and Black Road in particular. ii) Idaho Transportation Department (ITD) is also currently examining the potential extension of SH-16 (Emmett Highway) from SH-44 (State Street) south to Interstate 84. Various corridor routes are under consideration. One option is a connection to near the McDermott Road corridor. roadways and intersections within the area. Any corridor plan will affect all the 4) The intersection of McDermott Road and Chinden Boulevard is currently a TEE intersection with the STOP control on McDermott Road. This intersection currently operates at Level of Service (LOS) D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. URS 23 Washington Division Oakcreek - Traffic Report February 12. 2008 For the Year 2015 build out condition (i.e. regional growth without the site -generated traffic), the intersection is forecast to operate at LOS E during the p.m. peak hour. None of the traffic signal warrants are met at this location if a northbound right turn lane is constructed. Approximately 9.2% of the peak hour traffic volumes are attributed to the Oakcreek development. No improvements are needed to accommodate the Phase 2 build out traffic volumes. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the McDermott / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. 5) The intersection of Black Cat Road and Chinden Boulevard is currently STOP controlled on the Black Cat Road approaches. This intersection currently operates below capacity at LOS D for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the existing or background traffic volumes. The intersection of Black Cat Road and Chinden Boulevard will operate at LOS F under forecast Phase 1 traffic conditions. This level of service affects only the 68 northbound vehicles. The traffic volumes do not meet the minimum volume needed for the peak hour signal warrants. No improvements are needed to accommodate the Phase 1 traffic volumes. With the addition of the Phase 2 traffic, the intersection will operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the Phase 2 traffic volumes. With the addition of a traffic signal, added left turn lanes on all approaches, and northbound and eastbound right turn lanes the intersection will operate at LOS D during the p.m. peak hour. Approximately 27.1 % of the peak hour traffic volumes are attributed to the Oakcreek development. `-' COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access expressway with grade -separated interchanges at key locations. If this happens, the Black Cat / Chinden intersection will become either a grade -separated interchange or be reduced to right-in/right-out operation. 6) The intersection of McDermott Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS A for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. For the Year 2015 Phase 1 build out condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS C during the p.m. peak hour. No improvements are needed to accommodate the existing, background or build out traffic volumes. Approximately 70.3% of the peak hour traffic volumes are attributed to the Oakcreek development. 7) The intersection of Black Cat Road and McMillan Road is currently STOP controlled on the McMillan Road approaches. This intersection currently operates below capacity at LOS B for the existing traffic volumes during the p.m. peak hour. For the Year 2015 background condition, the intersection is forecast to operate at LOS B during the p.m. peak hour. No improvements are needed to accommodate the existing or background traffic volumes. URS 24 Oakcreek Traffic Re on Washington Division February 12.2W8 The intersection of Black Cat Road and McMillan Road will operate at LOS B under forecast �.. Phase 1 traffic conditions. No improvements are needed to accommodate the Phase 1 traffic volumes. For the Year 2015 Phase 2 build out condition, the intersection is forecast to operate at LOS F during the p.m. peak hour. Improvements are needed to accommodate the build out traffic volumes. With the addition of a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches, the intersection will operate at LOS D under Year 2015 build out conditions. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. 8) The site plan shows a new site access (i.e, west site access) intersection on McMillan Road, approximately 700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes on all approaches, a westbound right turn lane on McMillan and separate left and right turn lanes on the northbound and southbound approaches the intersection will operate at LOS C. This signal location may not met ACHD developing standards for signal spacing on arterial roadways. 9) The site plan shows a new site access (i.e. middle site access) intersection on McMillan Road, approximately 2,700-ft east of the McDermott Road intersection. The forecast traffic volumes meet the peak hour traffic signal warrants. With the construction of the signal, added left turn lanes an all approaches and a westbound right turn lane, the intersection will operate at LOS C. 10) The site plan shows a new site access (i.e. east site access) intersection on McMillan Road, approximately 600-ft west of the Black Cat Road intersection. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the westbound and northbound approaches, the intersection will operate at LOS C as an unsignalized intersection. �-' The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. 11) The site plan shows a new site access (i.e. north site access) intersection on Black Cat Road, approximately 2,200-ft south of Chinden Boulevard. The forecast traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. 12) The site plan shows a new site access (i.e. south site access) intersection on Black Cat Road, approximately 660-ft south of McMillan Road. The forecast build out traffic volumes do not meet the peak hour traffic signal warrants. With added left turn lanes on the northbound and eastbound approaches, the intersection will operate at LOS B as an unsignalized intersection. The Phase 1 traffic volumes are forecast to operate at LOS A. Added left turn lanes will be required on all approaches. 13) The Chinden Boulevard (US 20-26) traffic volumes exceed the roadway's planning threshold under forecast Year 2015 and forecast Year 2030 build -out for a two-lane, limited access highway. COMPASS and ITD are currently examining the entire US 20-26 Corridor. Although the project is not yet complete, one possible study recommendation is to make Chinden Boulevard into a limited access, four -lane expressway with grade -separated interchanges at key locations. 14) The forecast daily build -out volumes (Year 2015) for all other roadways in the vicinity of the project are lower than the planning development thresholds. The other area's roadways do not require any capacity improvements to accommodate the site generated traffic volumes. URS 25 Washington Division Oakcreek — Traffic Report February I?. 2008 15) Internally, most of the subdivision streets with front -on -housing have projected ADT volumes `-� less than 1,000 vehicles per day. There may be a short term problem with the northern connection to Black Cat Road if the traffic volumes exceed 1,000 vpd. This issue will be mitigated as the roadway system develops within this section and additional access routes are developed. 16) This project site will generate approximately $4,020,000 in impact fee revenues to the Ada County Highway District (Ordinance 202). Following are the transportation -related improvements needed to accommodate the Phase 1 traffic volumes generated by the Oakcreek development: • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new east site access intersection on McMillan Road, approximately 600-ft west of Black Cat Road. Construct a westbound left turn lane on McMillan Road. Provide sufficient width on the new northbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new south site access intersection on Black Cat Road approximately 660-ft south of McMillan Road. Construct a northbound left turn lane on Black Cat Road. Provide sufficient width on the new eastbound road to accommodate separate left and right turn lanes. Following are the transportation -related improvements needed to accommodate the Phase 1 and Phase 2 (build out) traffic volumes generated by the Oakcreek development: • Construct separate northbound and eastbound right turn lanes at the Chinden / Black Cat intersection. Signalization and added left turn lanes on all approaches were identified as improvements needed for the background condition. Approximately 27.1% of the peak hour traffic volumes are attributed to the Oakcreek development. • Construct a traffic signal, added left turn lanes an all approaches and a separate right turn lane on the eastbound and southbound approaches for the McMillan Road / Black Cat Road intersection. Approximately 79.3% of the peak hour traffic volumes are attributed to the Oakcreek development. • The forecast traffic volumes meet the peak hour traffic signal warrants at the new west site access intersection on McMillan Road, 700-ft east of the McDermott Road intersection. Construct a traffic signal and provide an added left turn lane on all approaches. This signal location may not meet ACHD developing standards for signal spacing on arterial roadways. • The forecast traffic volumes meet the peak hour traffic signal warrants at the new middle site access intersection on McMillan Road, 2,700-ft east of the McDermott Road intersection. Construct an eastbound left turn lane on McMillan Road. Provided sufficient width on the new southbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new east site access intersection 660-ft west of Black Cat Road. Construct a westbound left turn lane on McMillan Road. Provided sufficient width on the new northbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new north site access intersection on Black Cat Road approximately 2,200-ft south of Chinden Boulevard. URS 26 Oakcreck - Traffic Repon Washington Divsion February 12. 2008 Construct a northbound left turn lane on Black Cat Road. Provided sufficient width on the new `-' eastbound road to accommodate separate left and right turn lanes. • The forecast traffic volumes do not meet the peak hour traffic signal warrants at the new south site access intersection on Black Cat Road approximately 660-ft south of McMillan Road. Construct a northbound left turn lane on Black Cat Road. Provided sufficient width on the new eastbound road to accommodate separate left and right turn lanes. • No other traffic -related improvements have been identified with this analysis. UM 27 Oakcreck Traffic Report Washington Division February 12. 2008 REFERENCES "Trip Generation A Edition," by Institute of Transportation Engineers, Washington D.C., 2003. "Highway Capacity Manual 2000," Transportation Research Board, Washington D.C. "Development Policy Manual," Ada County Highway District, July 2003. "NCHRP 279, Intersection Channelization Guide," Transportation Research Board. 2002 "Trilogy Subdivision TIS," Washington Group International, April 2006 "Stonebriar Subdivision TIS," Washington Group International, October, 2007 Tins 28 washIn n Oakcreek — Traffic Report gto DnnSon February 12.2008 APPENDIX URS Washington OMsion 29 Oakcreek Traffic Report February 12.27M to Ir r.'iiJ E C)E.lG7` i g: 00=0; E P q!rY jai 1800D 7iC r, C Phi a€ ri U9JL I i� -Ile C Cc*: n to �� .. C17 41 y�4y Black Cat . S600 P?! 103 40183 cv c ti 3 xv ,. cv r G-09C C,097 001 GG� Rai 410tuJOCIJlr4 i'2# Potuaa(pF;i P8 'lour. ux � — r w n tN tT: V � � v ti � o 0 t;�Ssr 000r_ f1; �'03rL 001, x�Gi= C-17C t�v- r G c7 P` je!Q um 30 Oakcreck Traffic Washington Division Report February 12. 21)pg APPENDIX tms Wasningon Division ?g Oakcreek DRAFT Traffic Report February5. 2008 N JO26 OOS£ g 18000 000s, Pa GM uel - N N to u. COLS 009S PH !eo noe18 n � a �v {Y 009£ OOB£ Pv UGLwaaapy S 4� "w P�] 'DIDIJ uel 006-s OOZE6 { LQl . i i 3 i I i �7 r P_ { { OOZ£ 008tr OOS Cr PH !lowlep3yv P8 powi CD C r 11 IT 5 � C C O O OOZL 00 17! PH Je!S EM Washmgtor Division 'Q Qp QQ � Q o Oakcreek - DRAFT Traffic Report February 5. 2WS CAPACITY ANALYSIS OF EXISTING CONDITIONS um Washington Division i Onj i--± iiiielEel I II�Y._lialo]i[�T1iiL-x�-fll:f(►�: -'✓ ii�_i�TC��it'=•a`idlcl-:�;'J «tt�jr :.��u�►�c-y�-�icaiitinvrra. 1►[•]iiellCfili.lii[.'iil=::_�='----- -- Iil[-rIEY-1d(101me fPwC.1i[•]ItNa2Y 4-- L.�.�i.Yra��L �9�+I•PCl'Imlfolk Ilfuil:--... Two -Way Stop Control Page 2 of 2 Approach LOS f -- 1 p Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 1/2/2008 8:09 AM file://C:1Documents%20and%20Settingslszpldb011Local%20Settings\Temp\u2k548.tmp 1/2/2Q08 115rtt:alu[19]91Ara.�+ii:ft[r: 11r_UYIhL9[ Ti'(cYliriu: Z--7.; _ I�:isf1�'i'Ia.'1�71[�Sa[��llll/l+fa[ 1\,DWI d1�[A1[]iIIlwalIej7 q — --- ur�ca� raeiLnt�ula.Ir�a•���r,ILIa2«y ��or.►►�1a= =a ___ ___ tG1►l�]Z+YL•li-�q;��I�L1�I1C���'�'L�9i�Z+h��i��i►[+Tiiii.7.:=:_` ---- - -- Two -Way Stop Control Page 2 of 2 Copyright ® 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 1/2/2008 7:57 AM fileJ/C:1Documents%20and%20Settingslszpldb011Local%20SettingslTemp\u2k538.tmp I/2/2008 I �anr..u'tiy rU:l► un,uar.Y�LNir.�: rf�ira�+,n�hraair:e-;----•------I u■r..ualauiia[�.�rarra7:Nat: n�_i.rnr.�r.�roL1'�Ml/!/l/3aF =-- . 134LY(u'L=�y�.11t�N!!1•IINI �DIY(1 �► U7�lUh'LI/ll:llCll(c: - i �::. _. - - Illrll�Y�.1Q.Ll�llLa/lL:ll[�L1�Pf.7f1fAT�1/ll/ ----- '�)Pll�l:Ly/-�\l�J/1/H1�Ut/[�1■t♦AZggl/LI�7q/L� Two-Way Stop Control Page 2 of 2 N_- pproach LOS -- A w Copyright ® 2005 University of Florida, All Rights Reserved MCS+TM Version 5,21 Generated: 1/2/2008 8:15 AM file://C:1Documents%20and%20Settinl3slszo1db011Local%20Settinas\TemrAu2k54D.tmr) 1/2/2008 1/G1�Y11�IC1 II%i}► IIVlNI liHI$7Ilh II�Y.1(elaa�(�](ilisfgo. IIIG�jY_1ky,W;yToY.I- —_ �b91LTL+L:}.y�71i��1t1%PI171f/Y..11 Ilil[�Y�dl[�lilwlit[-3�i[:11[�]ii�L`l�lfllII\7�1►/1� �ilRil+=c :=:-- —_-•- --- - - --- //41�]�][�Y..[yl—��[�]t1�i�I�RIIG�t.Z�]�iI11�Z�1�I�U� ++- -►Lie=_--- Two -Way Stop Control Page 2 of 2 wpproach LOS 11 __ Copyright ® 2005 University of Florida, All Rights Reserved B HCS+l Version 5.21 A Generated. 1/2/2008 8:17 AM file://C:1Documeets%20and%20Settingslszpldb011Local%20Settings\Temp\u2k552.tmp 1/2/200 8 CAPACITY ANALYSIS OF BACKGROUND CONDITIONS EMS Washington Division Two -Way Stop Control Page 1 of 2 _ TWO-WAY STOP CONTROL SUMMARY neral Information ite Information l st S nc /Co. Intersection Chin at McDermott Performedurisdiction [!tDatek11483,108 ! sis Time Period Peak Hour nal sis Year015 Back round ect Descri tiont/West Street: Chindenorth/South rsection Orientation: East-West Street: McDermott tud Period hrs : 0.25 ehicle Volumes and Adiustments 'or Street Eastbound vement i Westbound L 3 4 R LT 5 6 lume veh/h ak-Hour Factor, PHF 0.92 [Hourly fm 5 13 R 1005 Flow Rate, HFR 0 92 0 92 0.92 0,92h/h 0 5 14 i092 0rcent Heav Vehicles 0 dian Type 0 RT Channelized Undivided Lanes 0 1 0 0 0 onfiguration 1 TR 1 0 U stream Si nal 0 L T Minor Street Northbound - Movement 0 Southbound 8 L 9 10M 12 T olume veh/h 15 R LR 73 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 ourly Flow Rate, HFR 0.92 veh/h 16 0 14 00 ercent HeavyVehicles 0 2 Grade (%) 0ercent 0 0 0 Flared Approach N 0 Storage TChannelized 0 0 0anes MN0 onfi uration 0 0 Delay.QueueLen th and Level of Service pproach Eastbound Westbound Movement Northbound Southbound 1 4 Lane Configuration L 7- $ 9 10 11 12 (veh/h) LR 14 (m) (veh/h) 30 887 lc 133 0.02 5% queue length 0.23 0.05 0.82 ontrol Delay (s/veh) 9.1 OS 39.8 -- A E pproach Delay 39 8 file://C:1Documen ts%20and%20SettingslszpldbOI\Local%20Settings\Temp\u2k57B.tmp I/2/2008 Two -Way Stop Control Page 2 of 2 rpproach LOS�- Copyright m 2005 University of Florida. All Rights Reserved ed E HCS+TM Version 5.21 Generated: 1/2(2008 8:48 AM file://C:1Documents%a20and%20Settingslszpldb01)Local %20Settings\Temp\u2k57B.tmp 1/2/2008 Two -Way Stop Control '" Page I of 2 file://C:\Documents%20and%20SettinQslszpldbOI\Local%20Settings\TemrAu2k57F,tmn 1/2/2008 Two -Way Stop Control Page 2 of 2 Approach LOS I -- -- I F C Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM version 5.21 Generated: 1/2/2008 8:48 AM file://C:1Documents%20and%20Settingsiszpldb011L.ocal%20Settings\Temp\u2k57F.tmp 1/2/2008 Short Report - _ Page 1 of 2 SHORT REPORT General Information Site Information Analyst DBS Agency or Co. Date Performed 11812008 Time Period PM Peak Hour Intersection Chlnden at Black Cat Area Type All other areas Jurisdiction Analysis Year 2015 Background Volume and Timing Input EB WB NB SB LT TH RT LT ITH RT LT TH RT LT TH RT Number of Lanes 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume (vph) 0 627 8 62 992 1 15 1 28 0 0 1 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 P H F 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Pretimed/Actuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective reen 2.0 2.0 2.0 2.0 2.0 12.0 12.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 1 0 0 1 0 0 1 0 0 0 0 0 0 0 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour 13.2 Bus Stops/Hour 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 13.2 13.2 13.2 Phasing Excl. Left Thru & RT 03 04 Excl. Left Thru & RT 07 O8 Timing G= 17.1 G= 88.5 IY= G= G= IY= G= 5.8 IY= G= 4.6 G= G= Y= 6 6 Y= 6 Y= 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 140.0 Lane GroupCapacity, Control Delay,and LOS Determination EB WB NB SB Adjusted Flow Rate 0 1691 67 1079 16 131 0 1 Lane Group Capacity 216 1175 216 1177 73 152 73 52 v/c Ratio 0.00 0.59 0.31 0.92 0.22 0.60 0.00 0A2 Green Ratio 0.12 0.63 0.12 0.63 0.04 0.03 0.04 0.03 Uniform Delay d1 53.9 115.1 56.1 22.5 64.9 66.8 64.3 65.5 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 10.50 Incremental Delay d2 0.0 2.2 3.7 12.6 6.8 41.6 0.0 0.7 PF Factor 1.000 1.000 1.000 1.000 1.000 11.000 1.000 1.000 Control Delay 53.9 17.2 59.8 35.1 71.7 108.4 64.3 66.2 Lane Group LOS D B E D E F E E [Approach Delay 17.2 36.6 95.9 66.2 file://C:\Documents%20and%20Settings\szp1db01\Local%20Settings\Temp\s2k6BC.tmp 1/2/2008 Short Report Page 2 of 2 Apprown ws B D I F I E Intersection Delay 31.0 Intersection LOS IC Copyright® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: IIPJ2008 2:26 PM file://C:1Documents%20and%20Settingslszpldb011Local%20Settings\Templs2kdBC.tmp 1/2/2008 Two -Way Stop Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information nal st DBS Intersection McMillan at McDermott enc /Co. Jurisdiction Date Performed 118108 Analysis Year VO15 Back round nal sis Time Period PM Peak Hour Project Description Stonebriar Subdivision East/West Street: McMillan North/South Street: McDermott intersection Orientation: North -South IStudy Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound ovement 1 2 3 4 5 6 L T R L T R Volume veh/h 7 17 6 0 20 3 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 7 18 6 0 21 3 Percent HeavyVehicles 0 -- 0 Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 0 1 0 onfiguration LTR LTR U stream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 4 38 3 3 110 4 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR vehm 4 41 3 3 ii9 4 Percent Heavy Vehicles 0 r 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 onfiguration LTR LTR Delay,Queue Lenat and Level of Service pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration LTR LTR LTR LTR (veh/h) 7 0 126 48 (m)(veh/h) 1604 1604 839 836 /c 0.00 0.00 0.15 0.06 5% queue length 0.01 0.00 0.53 0.18 ontrol Delay (s/veh) 7.3 7.2 10.0 9.6 LOS A A B A pproach Delay -- - 10.0 9.6 file://C:1Documents%20and%20Settingslszpldb0I\Local%20Settin2s\Temp1u2k56D.tmp 1/2/2008 Two -Way Stop Control Page 2 of 2 Copyright 0 2005 University of Florida, All Rights Reserved HCS+TM Version 5,21 Generated: 1/2/2008 8:44 AM file:!/C:\Documents%20and%20Settines\.szpldb011Local%20Settings\Temp\u2k56D.tmp W/2008 Two -Way Stop Control — Page 1 of 2 file://CADocuments%20and%20Settin2slszold b011Local%20Settings\TernTAu2k574AMD 1/2/2008 Two -Way Stop Control Page 2 of 2 Approach LOS I -- -- I B 1 8 Copyright ® 2005 University of Florida, All Rights Reserved HCS+T M Version 5.21 Generated: 1/2/2008 8:45 AM file://C:1Documents%20and%20Settingslszpldb0l\Local%20Settings\Temp\u2k574.tmp 1/2/2008 CAPACITY ANALYSIS OF BUILD OUT CONDITIONS FOR PHASE 1 I= Washington Division Two -Way Stop Control Page 1 of 2 11_ TWO-WAY STOP CONTROL SUMMARY eneral Information 8ite Information Intersection McMillan at East Site ccess nal st DBS enc /Co. Southeast Parcel On/ ate Performed I 1/8/08 urisdiction nal sis Time Period PM Peak Hour Analysis Year Oi5 Build Out Project Descri tion Southeast Parcel Only East/West Street: McMillan North/South Street: New East Site Access Intersection Orientation: East-West IStudy Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 55 11 25 123 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR vehm 0 59 11 27 133 0 Percent Heavy Vehicles 0 -- 0 Median Type Undivided FIT Channelized 0 0 Lanes 0 1 0 1 1 0 onfiguration TR L T Upstream Si nal 0 0 inor Street Northbound Southbound ovem ent 7 8 9 10 11 12 L T R L T R olume veh/h 6 13 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR vehm 6 0 14 0 0 0 Percent Heavy Vehicles 0 2 0 0 0 0 Percent Grade (%) 0 0 Flared Approach Al Al Storage 0 0 RT Channelized 0 0 Lanes 1 0 1 0 0 0 onfi uration L R Delay, Queue Len th and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R (veh/h) 27 6 14 (m) (veh/h) 1544 729 1006 /c 0.02 0.01 0.01 5% queue length 0.05 0.02 0.04 ontrol Delay (s/veh) 7.4 10.0 8.6 OS A A A file://C:\Documents%20and%20SettinQs\szDldb01\Local%20Settines\Temp\i12k67A.tmn 1/2/2009 Two -Way Stop Control Page 2 of 2 Delay _ 9.0 Ispproach /veh pproach LOS I- -- I A Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 1/2/2008 10:17 AM file://C:1Documents%20and%20Settingslszpldb0111.ocal%20Settings\Temp\u2k67A.tmp 1/2/2008 Two -Way Stop Control _ Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY [General Information ite Information Analyst DBS Agency/Go. Southeast Parcel Only Date Performed 1/8/08 Analysis Time Period PM Peak Hour Intersection Black Cat at South Site Access Jurisdiction Analysis Year 2015 Build Out Project Description East/West Street: New South Site Access North/South Street: Black Cat Intersection Orientation: North -South IStudy Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R plume veh/h 21 58 99 14 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 a92 Hourly Flow Rate, HFR veh/h 22 63 0 0 107 15 Percent Heavy Vehicles 0 - - 0 Median Type Undivided FIT Channelized 0 0 Lanes i 1 0 0 1 0 Configuration L T TR U stream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 12 8 Peak -Hour Factor, PHF 0.92 0.92 0.92._ 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 13 0 8 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 FIT Channelized 0 0 Lanes 1 0 1 0 0 0 onfi uration L R Len th and Level of Service roach Northbound Southbound Westbound Eastbound vement 1 4 7 8 9 10 11 12 e Configuration L Leh/h) 22 13 8 [May,Queue m) (veh/h) 1478 761 944 0.01 0.02 0.01 queue length 0.05 0.05 0.03 trol Delay (s/veh) 7.5 9.8 8.8 A A A file://C:1Documents%20and%20Settin¢slszoldb0I\Local%20Settines\TemD\u2kb84.tmn 1/2/2008 Two -Way Stop Control Page 2 of 2 pproach Delay s/veh 9.4 pproach LOS I-- --I q Copyright ® 2005 University of Florida. Alt Rights Reserved HCS+T"l Version 5.21 Generated: 112J2008 10:20 AM file:/K`ADocuments%20and%20SettinQs\sznldhOl\Local%20SettinLs\Temn\u2k684.tmt) 1/2/2008 Two -Way Stop Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information Analyst DBS Intersection McMillan at Black cat enc /Co. Southeast Parcel Only Jurisdiction Date Performed 118108 Analysis Year 2015 Background Analysis Time Period PM Peak Hour Project Description Stonebriar Subdivision East/West Street: McMillan North/South Street: Black Cat Intersection Orientation: North -South IStudy Period hrs ; 0.25 Vehicle Volumes and Ad-ustments ajar Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 17 46 7 17 80 18 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 ourly Flow Rate, HFR eh/h 18 49 7 18 86 19 jvercentHeav Vehicles 0 -- __ 0 _- __ edian T e Undivided T Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Upstream Signal 0 0 Minor Street Eastbound Westbound ovement 7 8 9 10 11 12 L T R L T R olume veh/h 12 43 10 23 113 22 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 13 46 10 24 122 23 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 FIT Channelized 0 0 Lanes 1 0 1 0 0 1 0 onfiguration I LTR LTR elay, Queue Lencat and Level of Service pproach Northbound Southbound Westbound Eastbound Movement 1 4 7 18 9 10 11 12 Lane Configuration LTR LTR LTR LTR (veh/h) 18 18 169 69 (m) (veh/h) 1499 1562 690 665 lc 0.01 0.01 0.24 0.10 5% queue length 0.04 0.03 0.96 0.35 ontrol Delay (s/veh) 7.4 7.3 11.9 11.0 I. A A B B pproach Delay -- -- 11.9 11.0 file://C:1Documents%20and%20Settingslszpldb01\Local%20Settings\Templu2k68B.tmp 1/2/2008 Two -Way Stop Control �. Page 2 of 2 Copyright ® 2005 University of Fbrida, All Rights Reserved HCS+TM Version 5.21 Generated: 1 /2/2008 10:22 AM file://C:\Documents%20and%20Settin$slszoldb01\Local%20Settines\Temo\u2k68B.tmn 1/2/2008 Two -Way Stop Control Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY eneral Information Site Information nal st DBS Intersection Chinden at Black Cat enc /Co. Southeast Parcel Only Jurisdiction Date Performed 118108 Analysis Year 2015 Build Out nal sis Time Period PM Peak Hour Project Description Stonebriar Subdivision East/West Street: Chinden North/South Street: Black Cat Intersection Orientation: East-West Ptudy Period hrs : 0.25 ehicle Volumes and Adjustments M ajor Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 0 627 13 84 992 1 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 681 14 91 1078 7 Percent Heavy Vehicles 0 -- __ 0 _ Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 1 0 onfiguration L TR L TR U stream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 19 1 44 0 0 1 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 20 1 47 0 0 1 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 onfiguration LTR LTR elay, Queue Lenat and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR (veh/h) 0 91 68 1 (m) (veh/h) 654 910 120 268 lc 0.00 0.10 0.57 0.00 5% queue length 0.00 0.33 2.76 0.01 ontrol Delay (s/veh) 10.5 9.4 68.5 18.5 LOS 8 A F C pproach Delay - 68.5 18.5 file://C:1Documents%20and%20Settineslszbldb0l\Local%20Settines\TemD1u2k69D.tmD 1/2/2008 Two -Way Stop Control Page 2 of 2 Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 1/2/2008 10:28 AM file://C:1Documents%20and%20Settinsslszn1db011Local%20Settines\Temulu2k69D.tmD 1/2/2008 ._T t)RiiS Washington Di ision CAPACITY ANALYSIS OF BUILD OUT CONDITIONS Two -Way Stop Control Page I of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DLH Intersection Chinden at McDermott Agency/Co. Jurisdiction Date Performed 214108 Analysis Year 2015 Build Out Analysis Time Period PM Peak Hour Project Description Oakcreek Subdivision East/West Street: Chinden North/South Street: McDermott Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Ma -or Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 668 23 1009 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 726 24 91 1096 0 Percent Heavy Vehicles 0 -- __ 0 Median Type Undivided FIT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L T U stream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 32 79 Peak -Hour Factor, PHF 0.92 0.92 0.92 0,92 0.92 0.92 Hourly Flow Rate, HFR veh/h 34 0 85 0 0 0 Percent Heavy Vehicles 0 2 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 7 0 1 0 0 0 Configu ration L �q Delay,Queue Lenat and Level of Service pproach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L R (veh/h) 91 34 85 C (m) (veh/h) 868 58 421 lc 0.10 0.59 0.20 5% queue length 0.35 2.37 0.75 Control Delay (s/veh) 9.6 132.2 15.7 LOS A F C pproach Delay `" -- 49.0 file: //C:\Documents%20and%20Settings\szpldb011Local%20Settings\Temp\u2k926.tmp 2/12/2008 Two -Way Stop Control Page 2of2 roach LOS Copyright © 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 7:55 AM file://C:\Documents%20and%20Settings\szpldb0I\Local%20Settings\Temp\u2k926.tmp 2/12/2008 Two -Way Stop Control - T Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst DLH Intersection Chinden at Black Cat Agency/Co. Jurisdiction Date Performed 214108 Analysis Year 2015 Build Out Analysis Time Period PM Peak Hour Project Description Oakcreek Subdivision East/West Street: Chinden North/South Street: Black Cat Intersection Orientation: East-West IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 0 627 92 398 995 1 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 0 681 99 432 1081 1 Percent Heavy Vehicles 0 1 -- -- 0 - - Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 1 0 Configuration L TR L TR Upstream Signal 1 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 61 1 209 0 0 1 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 66 1 227 0 0 1 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 FIT Channelized 0 0 Lanes 0 1 1 0 1 0 onfiguration LT R LTR Delay,Queue Lencad and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LT R LTR (veh/h) 0 432 67 227 1 C (m) (veh/h) 652 846 9 426 267 lc 0.00 0.51 7.44 0.53 0.00 95% queue length 0.00 2.96 9.81 3.05 0,01 Control Delay (s/veh) 10.5 13.6 3710 22.7 18.5 LOS B B F C C pproach Delay 1 -- 863.1 18.5 file.//C:1Documents%20and%20Settingslszpldb011Local%20SettingslTemp\u2k93E.tmp 2/12/2008 Two -Way Stop Control `-- Page 2 of 2 Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 7:57 AM file://C:1Documents%20and%2OSettings\szpldbOI\Local%o20Settings\Temp\u2k93E.tmp 2/12/2008 Short Report - Page I of 2 SHORT REPORT General Information Site Information Analyst ©LH Agency or Co. Date Performed Z1412008 Time Period PM Peak Hour Intersection Chinden at Black Cat Area Type All other areas Jurisdiction Analysis Year 2015 Build Out Volume and Timina Inout EB WB NB SB LT TH FIT LT TH RT LT TH FIT LT TH FIT Number of Lanes 1 1 1 1 1 0 1 1 1 1 1 0 Lane Group L T R L TR L T R L TR Volume (vph) 0 627 92 398 995 1 61 1 209 0 0 1 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Pretimed/Actuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 1 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2.0 2.0 2.0 20 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 30 0 0 0 1 0 0 75 0 0 1 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 1 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 1 3.2 3.2 71 3.2 Phasinq WB Onlv I EW Perm 03 04 SB Only NB Only 08 Timing G= 37.5 G= 50.2 G= G= G= 9.3 G= 9.0Y= 6 Y= 6 Y= Y= Y= 6 Y= 6 Y- Duration of Analysis hrs = 0.25 Cycle Length C = 130.0 I Lane Group Capacity, Control Delav, and LOS Determination EB WB NB SB Adjusted Flow Rate 0 682 67 433 1083 66 1 146 0 0 Lane Group Capacity 179 719 611 511 1342 123 129 110 127 133 v/c Ratio 0.00 0.95 0.11 0.85 0.81 0.54 0.01 1.33 0.00 0.00 Green Ratio 0.39 0.39 0.39 0.29 0.72 0.07 0.07 0.07 0.07 0.07 Uniform Delay di 24.5 38.6 25.6 43.6 12.1 58.5 56.3 60.5 56.0 56.0 Delay Factor k 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 0.0 23.1 0.4 115.9 5.3 15.8 0.1 196.9 0.0 0.0 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 24.5 61.7 25.9 59.4 17.4 74.2 56.5 257.4 56.0 56.0 Lane Group LOS C E C E B E E F E E Approach Delay 58.5 29.4 199.7 file://C:\Documents%20and%20Settingslszpldb01\L.ocal%20Settings\Temp\s2k938.tmp 2/12/2008 Short Report Page 2 of 2 Approach LOS E C I F Intersection Delay 52.9 Intersection LOS D Copyright ® 2005 University of Florida, All Rights Reserved HCS+Tm Version 5.21 Generated: 2/12/2008 7:56 AM file://C:1Documents%20and%20Settingslszpldb0I\Local%20Settings\Temp\s2k938.tmp 2/12/2008 Two -Way Stop Control -- _ Page I of 2 TWO-WAY STOP CONTROL SUMMARY — General Information Site Information nal st DLH Intersection McMillan at McDermott enc /Co. Jurisdiction Date Performed 214108 Analysis Year 2015 Build Out nal sis Time Period PM Peak Hour Project Description Oakcreek Subdivision East/West Street: McMillan North/South Street: McDermott Intersection Orientation: North -South IStudy Period hrs : 0.25 ehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 1 3 4 5 1 6 L T R L T R plume (veh h 7 17 138 89 20 3 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 7 ie 149 96 21 3 Percent Heavy Vehicles 0 F__ 0 _ Median Type Undivided FIT Channelized 0 Lanes 0 1 0 0 1 0 p onfiguration LTR LTR Upstream Signal 0 0 Minor Street Eastbound Westbound Movement 7 8 9 10 11 1 12 L T R L T R olume veh/h 4 81 3 125 149 87 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 4 88 3 135 161 94 Percent Heavy Vehicles 0 0 0 0 0 F Percent Grade (%) 0 0 0 Flared Approach N N Storage 0 0 FIT Channelized 0 Lanes 0 1 0 0 1 0 0 Configuration LTR LTR ,Queue Len th and Level of Service roach Northbound Southbound WestboundEastbound vement 1 4 7 S 9 10 11 12 e Configuration LTR LTR LTR LTReh/h) 7 96 390 95 [Dea m) (veh/h) 1604 1423586504 0.00 0.07 0.67 0.19 queue length 0.01 0.22 4.96 0.69 trol Delay (s/veh) 7.3 7.7 22 5 A A C 13 8 roach Delay '" 22.5 13.8 file://C:1Documen ts%20and%20SettingslszpldbOI\Local%20Settings\Temp1u2k957.tmp 2/12/2008 Two -Way Stop Control Page 2 of 2 Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated; 2/12/2008 8:03 AM file://C:\Documents%20and%20Settings\szpldb01\Local%20Settings\Temp\u2k957.tmp 2/12/2008 Two -Way Stop Control — _ Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY 1marat Infnrmation ISitp Information Analyst DLH Intersection McMillan at Black cat Agency/Co. Jurisdiction Date Performed 214108 Analysis Year 2015 Build Out Analysis Time Period PM Peak Flour Project Description Oakcreek Subdivision East/West Street: McMillan North/South Street: Black Cat Intersection Orientation: North -South IStudy Period hrs : 0.25 Vehicle Volumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 278 66 11 20 91 391 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR vehlh 302 71 11 21 98 424 Percent Heavy Vehicles 0 -- -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 1 0 Configuration L TR L TR stream Signal 0 0 inor Street Eastbound Westbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 213 103 151 25 225 22 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0,92 0.92 Hourly Flow Rate, HFR veh/h 231 ill 164 27 244 23 Percent Heavy Vehicles 0 0 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 T Channelized 0 0 anes lonfiguration 1 1 0 1 1 0 I L I I TR I L I TR Delay,Queue Len th and Level of Service Approach Northbound Southbound Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L L TR L TR (veh/h) 302 21 27 267 231 275 C (m) (veh/h) 1055 1528 48 134 0 306 lc 0.29 0.01 0.56 1.99 0.90 95% queue length 1.19 0.04 2.13 21.32 8.40 Control Delay (s/veh) 9.8 7.4 150.9 527.1 66.6 LOS A A F F F F Approach Delay 492,E file://C:\Documents%20and%20Settings\szpldb0l\Local%20Settings\Temp\u2k983.tmp 2/12/2008 Two -Way Stop Control Page 2 of 2 Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 8:26 AM file://C:\Documen ts%20and%20Settingslszpldb011Local%20SettingslTemp\u2k983.tmp 2/12/2008 Short Report - Page 1 of 2 SHORT REPORT General Information Site Information Analyst DLH Agency or Co. Date Performed 21412008 Time Period PM Peak Hour Intersection McMillan at Black Cat Area Type All other areas Jurisdiction Analysis Year 2015 Build Out Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes 1 1 1 i i 0 1 1 0 1 1 1 Lane Group L T R L TR L TR L T R Volume (vph) 213 103 151 25 225 22 278 66 11 20 91 391 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 PHF 0.92 0.92 0.92 0.92 .92 0.92 0.92 .92 0.92 0.92 .92 0.92 Pretimed/Actuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green 2 0 2.0 2.0 2.0 2.0 12.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 3 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 60 0 0 5 0 0 5 0 0 150 Lane Width 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 0 Minimum Pedestrian 'rime 13.2 13.2 1 3.2 .2 Phasinq Excl. Left TMru & RT 03 1 04 Excl. Left Thru & RT --3 07 08 Timing G= 14.2 IY= G= 15.0 17= G= I G= I G= 18.5 G= 18.3 G I G= 6 6 Y= I Y= IY= 6 Y= 6 Y= Y= Duration of Analysis Mrs = 0.25 Cycle Length C = 90.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 232 1112 199 27 263 302 179 22 99 Lane Group Capacity 279 311 264 279 307 364 374 364 379 v/c Ratio .83 .36 .38 .10 .86 .83 0.21 .06 0.26 Green Ratio .16 .17 .17 .16 .17 .21 .20 .21 0.20 Uniform Delay di 6.7 3.2 3.3 2.4 6.5 4.2 9.8 8.8 0.2 Delay Factor k .50 .50 .50 0.50 .50 0.50 0.50 .50 0.50 Incremental Delay d2 24.2 13.2 4.0 0.7 25.2 19.3 1.3 0.3 1.7 PF Factor 1.000 11,000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 60.9 36.5 37.4 33.1 61.7 53.5 31.1 29.1 3i.8 Lane Group LOS E D D C E D C C C Approach Delay 49.5 59.0 48.9 46.8 [Approach LOS D F D D €ilc://C:IDocuments%20and%20Settingslszpldb0l\Local%20Settings\Ternp\s2k9B7.tmp 2/12/2008 Short Report Page 2 of 2 Intersection Delay 1 50.5 Intersection LOS I D �... Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 9:06 AM file://C:1Documents%20and%20Settingslszpldb011Local%20Settings\Temp\s2k9B7.tmp 2/12/2008 Two -Way Stop Control - Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY General Information ISite Information Analyst JDLH Intersection vrcnnfnan at vvesr Sae ccess Agency/Co. I Jurisdiction Date Performed 1214108 Analysis Year 2015 Build Out Analysis Time Period PM Peak Hour Project Description Stonebriar Subdivision East/West Street: McMillan North/South Street: New West Site Access Intersection Orientation: East-West[Study Period hrs : 0.25 ehicle Volumes and Adjustments Major Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R olume veh/h 120 188 66 154 15 280 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 130 204 71 167 16 304 Heavy Vehicles 0 -- 0 -- -- Median Type Undivided RT Channelized 0 0 Lanes i 1 0 1 i 0 Configuration L TR L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R olume veh/h 36 0 83 151 0 65 Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 Hourly Flow Rate, HFR veh/h 39 0 90 164 0 70 Percent Heavy Vehicles 0 2 0 0 0 0 Percent Grade (%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 1 0 1 1 Configuration- LT R LT R Delay, Queue Lenat and Level of Service Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LT R LT R (veh/h) 130 167 39 90 164 70 C (m) (veh/h) 1251 1300 161 804 154 881 Ic 0.10 0.13 0.24 0.11 1.06 0.08 5% queue length 0.35 0.44 0.91 0.38 8.49 0.26 Control Delay (s/veh) 8.2 8.2 34.4 10.0 149.8 9.4 LOS A A D B F A file://C:\Documents%20and%20Settings\szpldb01\Local%20Settings\Temp\u2k9Al.tmp 2/12/2008 Two -Way Stop Control Page 2of2 pproach Delay s/veh — -- 17.4 107.8 pproach LOS I-- -- C F Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 8:42 AM file://C:1Documents%20and%20Settingslszpldb01\Local%20Settings\Temp1u2k9Al.tmp 2/12/2008 Short Report __ Page 1 of 2 SHORT REPORT General Information Site Information Analyst DLH Agency or Date Performed 2/4/2008 Time Period PM Peak Hour Intersection McMillan at West Site Access Area Type All other areas Jurisdiction Analysis Year 2015 Build Out Volume and Timing Input EB WB NB SB LT TH RT LT TH RT LT TH T RT LT TH RT Number of Lanes 1 1 0 1 1 1 0 J 1 0 1 1 Lane Group L TR L T R LT R LT R Volume (vph) 120 188 66 154 195 280 36 0 83 151 0 65 % Heavy Vehicles 2 2 2 2 2 2 2 2 2 2 2 2 P H F 0.92 10.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Pretimed/Actuated (P/A) P P P P P P P P P P P P Startup Lost Time 2.0 2.0 2.0 2.0 1 2.0 2.0 1 2.0 2.0 2.0 Extension of Effective Green 20 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 1 3 3 3 3 3 3 3 Unit Extension 3.0 3.0 13.0 3.0 3.0 3.0 3.0 3.0 3.0 Ped/Bike/RTOR Volume 0 0 0 1 0 0 100 0 0 0 0 0 20 Lane Width 12.0 112.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking/Hour Bus Stops/Hour 0 0 0 0 0 0 0 0 0 Minimum Pedestrian Time 3.2 3.2 3.2 1 j 3.2 Phasing Excl. Left I Thru & RT 03 04 NB Only SB Oniv 07 06 Timing G= 8.7 IY= G= 14.0 G= G- 1Y=- G= 5.5 I'Y= G= 7.8 G= G= 6 JY= 6 Y= 6 Y= 6 Y= Y= Duration of Analysis hrs = 0.25 Cycle Length C = 60.0 Lane Group Capacity, Control Delay, and LOS Determination EB WB NB SB Adjusted Flow Rate 130 1276 167 212 1196 39 90 164 Lane Group Capacity 257 1418 257 435 369 163 145 231 v/c Ratio 0.51 10.66 0.65 0.49 0.53 0.24 0.62 1 0.71 Green Ratio 0.14 0.23 0.14 0.23 0.23 0.09 0.09 0.13 Uniform Delay d1 23.7 kO.8 24.2 19.9 20.1 25.3 26.2 25.0 Delay Factor k 0.50 10.50 0.50 0.50 0.50 0.50 0.50 0.50 Incremental Delay d2 7.0 1 8.0 12.1 3.9 5.4 3.4 18.3 16.9 PF Factor 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Control Delay 30.6 28.8 36.3 23.8 25.5 28.7 44.6 41.9 Lane Group LOS C C D C C C D D Approach Delay 29.4 28.0 39.8 38.3 Approach LOS C C D D file://CADocumen ts%20and%20Settings\szpldb011L.ocal%20Settings\Temp\s2k950.tmp 2/12/2008 Short Report Page 2 of 2 IIntersection Delay I 31.2 I Intersection LOS I C Copyright ® 2005 University of Florida, All Rights Reserved HCS+TM Version 5.21 Generated: 2/12/2008 8:01 AM file://C:1Documents%20and%24Settingslszpldb0l\Local%20SettingslTemp\s2k950.tmp 2/12/2008 Two -Way Stop Control — Page I of 2 file://C:\Documen ts%20and%20Settingslszpld6011Local%20SettingslTemp\u2k95C.tmp 2/12/2008 Two -Way Stop Control L ch Delay ch LOS Copyright ® 2005 University of Florida, All Rights Reserved HCS4"' version 5.21 Page 2 of 2 115.5 F Generated: 2/12/2008 8:07 AM file://C:1Documen ts%20and%20Settingslszpldb0IUcal%20Settings\Temp\u2k95C.tmp 2/12/2008 Short Report - Page 1 of 2 SHORT REPORT General Information Site Information Analyst DLH Intersection McMillan at Middle Site Agency or Co. Access Date Performed 21412008 Area Type All other areas Time Period PM Peak Hour Jurisdiction Analysis Year 2015 Build Out Volume and Timing Input ES WB NB SB 1-17 Number of Lanes TH RT LT TH RT LT TH FRT LT TH R1 1 1 1 1 1 1 Lane Group L T T R Volume (vph) 133 289 557 311 L 168 R % Heavy Vehicles 2 2 2 2 72 PH F 0.92 0.92 0.92 10.92 2 0.92 2 0.92 Pretimed/Actuated (P/A) P P p Startup Lost Time 2.0 2.0 I p 2.0 12.0 P p Extension of Effective Green 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type 3 3 2.0 2.0 Unit Extension 3.0 3.0 3 3 3.0 3.0 3 3 Ped/Bike/RTOR Volume 0 0 0 3.0 3.0 Lane Width 12.0 12.0 0 100 12.0 12.0 0 0 20 Parking/Grade/Parking N 0 N N 12.0 12.0 - Parking/Hour 0 N N 0 N Bus Stops/Hour 0 0 0 0 Minimum Pedestrian Time 3.2 0 0 Phasin EB Onl Thru & RT 03 3.2 04 1 SB Only 06 3.2 Timing G = 4.8 G = 23.8 G = G= G- 71.4 G= G= 07 G= 06 Y_ 6 Y_ 6 Duration of Anal sis his = 0.25 Y-IY=== Y 6 Y= Y Y Lane Group CapacityControl Dela Len th C = se.o and LOS Determination Adjusted Flow Rate 145 EB 314 WB NB SB 605 229 183 Lane Group Capacity 146 1111 764 650 348 v/c Ratio 0.99 0.28 0.79 0.35 Green Ratio 0.08 0.60 0.41 0.41 0.53 Uniform Delay di 6.6 5.7 0.20 Delay Factor k 14.s 11.8 20.9 0.50 Incremental Delay d2 0.50 0.50 0.50 0, 50 J2.7 0 6 8.2 1.5 PF Factor 1.00p 1.000 1.000 1.000 5.6 Control Delay 99.3 6.3 1.000 Lane Group LOS F 23.2 13.3 26.5 Approach Delay A C B C 35.7 20.5 Approach LOS D 25.1 C C file://C:Oocurnents%20and%20Setdngslszpldb0I\Local%20Settings\Temp\s2k96E.tmp 2/12/2008 Short Report 1-11 Page 2 of 2 Intersection 25.7 Copyright ® 2005 University of Florida, All Rights Reserved Intersection LOS NGS+TM Version 5.21 Generated: 2/12/2008 8:08 AM file://C:1Documents%20and%2OSettingslszpldbOITocal%20Settin9s\Temp\s2k96E,tmp 2/12/2008 Two -Way Stop Control — — Page 1 of) TWO-WAY STOP CONTROL SUMMARY ion - Site Information DLHntersection F McMillan at East Site ccess 5108 urisdictio I PM Peak Hour nal sis Year 015 Build Out— . ect Descri tion East/West Street: McMillan Intersection Orientation: East-West North/South Street: New East Site Access ehide Volumes and Ad ustments Stud Period hrs : 0.25 Ma'or Street Eastbound Movement 1 2 Westbound L T olume veh/h 3 4 R L 5 T 6 R 456 Peak -Hour Factor, PHF 0,32 0 92 71 25 865 Hourly Flow Rate, HFR 0'92 0.92 0.92 0.92 veh/h 0 495 11 27 940 0 Percent Heavy Vehicles 0 Median Type _ 0 -- -- RT Channelized 1 Undivided Lanes 0 1 0 0 Configuration 0 1 1 0 U stream Signal 0 TR L T Minor Street Northbound 0 Movement 7 8 Southbound L T 9 10 R 11 12 olume veh/h 6 L T R Peak -Hour Factor, PHF 0.92 0 32 Hourly Flow Rate, HFR 0.92 092 . 0.92 0.92 veh/h 6 0 19 0 0 0 Percent Heavy Vehicles 0 2 Percent Grade (%) 0 0 0 0 0 Flared Approach 0 Storage N 0 RT Channelized 0 Lanes 1 0 0 0 on uration L 1 0 D 0 Bela , Oueue Lencith, and Level of Service R pproach Eastbound Westbound Northbound Movement 1 Southbound 4 7 Lane Configuration 8 9 10 11 12 L (veh/h) L R C (m) (veh/h) 27 6 19 lc 1069 134 575 95%queue length 0.03 0.04 0.030 OS Control Delay (s/veh) 0.14 0.10 LOS 8.5 33.1 11.5 A D H file://C:1Documen ts%20and%20SettingslszpIdb011Local%20Settings\Temp\u2k974.tmp 2/12/ 2008 U Two -Way Stop Control pproach Delay s/veh -- 16.7 pproach LOS Copyright ® 2005 university of Florida, All Rights Reserved rM HCS+ Version 5.21 Page 2 of 2 Generated: 2/12/2008 8:13 AM file://C:iDocuments%20and%20Settingslszpldb0I\Local%20Settings\Temp\u2k974.tmp 2/12/2008 Two -Way Stop Control -- -- Page I of 2 TWO-WAY STOP CONTROL SUMMARY — General Information Site Information pnalyst DLH Intersection Black Cat at North Site Mess c /Co. Date Performed 215108 urisdiction nal sis Time Period PM Peak Hour lFalysis Year 2015 Build Out Pro ect Description East/West Street: New North Site Access North/South Street: Black Cat Intersection Orientation: North -South LStudy Period hrs : 0.25 ehicle VOlurries and Adjustments Major Street Northbound Movement Southbound 1 2 3 4 5 6 L T R olume veh/h 24 260 L T R Peak -Hour Factor, PHF 0.92 0.92 0'92 0 92 469 20 Hourly Flow Rate, HFR 0.92 0.92 veh/h 26 282 0 0 509 21 Percent Heavy Vehicles 0 __ Median Type .- 0 RT Channelized Undivided Lanes 1 1 0 0 Configuration L T 0 0 1 0 upstream Signal 0 TR Minor Street Eastbound 0 — Movement 7 S Westbound L T 9 10 olume veh/h 11 R L Peak -Hour Factor, PHF 0.92 0.92 13 0.92 0.92 Hourly Flow Rate, HFR::,_M, veh/h 71 0 14 0 Percent Heavy Vehicles 0 0 0 Percent Grade (%) 0 0 0 0 Flared Approach N 0 Storage 0 N RT Channelized 0 Lanes 1 0 0 0 Confi uration L 1 0 0 0 R Dela Queue Len th and Level of Service pproach Northbound Southbound Westbound Movement 1 Eastbound 4 Lane Configuration L 7 8 9 10 11 12 (veh/h) 26 L R C (m) (veh/h) 1048 11 14 lc 0.02 324 560 5% queue length 0.08 0.03 0.03 Control Delay (s/veh) g 5 0.11 0.08 _ LOS A 16.5 11.6 C B file://C:\Documen ts%20and%20SettingslszpldbOITocal%20Settings\Temp\u2k97E.tmp 2/12/2008 Two -Way Stop Control pproach Delay s/veh - pproaC7LOS -- Capyright m 2005 University of Florida, All Rights Reserved HCS+TM version 5.21 Page 2 of 2 13.8 8 Generated: 2112/2008 8:15 AM file://C:\Documents%20and%20Settings\szpldb01\Local%20Settings\Temp\u2k97E.tmp 2/12/2008 Two -Way Stop Control — Page 1 of 2 TWO-WAY STOP CONTROL SUMMARY General Information Site Information nal st DLH Intersection Black Cat at South Site enc /Co. Access Date Performed 215108 Jurisdiction nal sis Time Period PM Peak Hour Analysis Year 2015 Build Out Project Description East/West Street: New South Site Access North/South Street: Black Cat Intersection Orientation: North -South Stud Period hrs : 0.25 ehicle VOlumes and Adjustments Major Street Northbound Southbound Movement 1 2 3 4 olume veh/h L T 24 344 R L 5 T 6 R Peak -Hour Factor, PHF 0.92 0.92 0.92 0.92 253 0.92 14 Hourly Flow Rate, HFR 0.92 veh/h 26 373 0 0 274 15 Percent Heavy Vehicles 0 Median Type __ _ 0 Undivided RT Channelized 0 0 Lanes 1 1 0 0 Configuration L T 1 0 TR U stream Si nal 0 0 Minor Street Movement Eastbound Westbound 7 1 8 9 10 11 12 olume veh/h L T 12 R L T R Peak -Hour Factor, PHF 0.92 0.92 8 0.92 0.92 0.92 Hourly Flow Rate, HFR 0.92 veh/h 13 0 8 0 0 0 Percent Heavy Vehicles 0 0 0 0 0 Flared Approach N Storage 0 RT Channelized Lanes 1 0 Donfi uration L vela ,Queue Len th and Level of Service %pproach Northbound Southbound Aovement 1 4 .ane Configuration L (veh/h) 26 (m) (veh/h) 1284 Ic 0.02 5% queue fength 0.06 ontrol Delay (s/veh} 79 DS A file://C:1Documen ts%20and%20Settingslszpldb011Local%20Settings\Temp\u2k979.tmp 2/12/2008 Two -Way Stop Control Page 2 of 2 roach Delay Copyright C 2005 University of Florida, All Rights Reserved HCS+T"^ version 5.21 12.6 B Generated: 2/12/2008 8:14 AM file://CADocuments%20and%20SettingS\Szpldb011Local%20Settings\Templu2k979.tmp 2/12/2008 NG/NEER/NG � Planning and engineering communities for the MUM UTIONSUP January 24, 2008 City of Meridian Attn: Staff 660 E. Watertower Lane, Ste. 202 Meridian, Idaho 83642 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Phone: (208) 938-0980 Fax: (208) 938-0941 Re: Oakcreek Subdivision (Status of the out -parcels at the SW corner of McMillan and Black Cat) Dear Staff. A request was made at the pre -application conference to provide a detailed summary addressing the origin of the two out -parcels within the proposed Oakcreek Subdivision. The title company has provided the deeds of record which tracks the divisions of the parent tract. The out -parcel at the northeast corner of the subject property was created in 1913 (see attached deed, instrument number 52138). The out -parcel at the southeast corner was divided from the parent parcel in 1980 (see attached deed, instrument number 8052355). Therefore, the two out -parcels were created prior to the key date of 1984 and are consequently legal parcels of record. If you have any additional questions, please feel free to call me. Sincerely, Becky tcaaartner ENG LP Utz L When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 AD1q COUNTY RECORDER J. DAVID NAVARRO AMOUNT 12.00 0 B01. F IDAHO 01/14/05 03:3 PM DEPUTY Bannle Oberbillip �II I��I�IIOII'II�III�I�I�IIf�l�l II'II RECORDED -REQUEST OF I Trananation Title 105005597 SPECIAL WARRANTY DEED Special Warranty Deed made this S412 day of December, 2004, between REALLEN, LLC, an Idaho limited liability company ("Grantor" and Norpac, company, whose address is 5251 Office Park Dr, Suite 0, akersfiield, CA 93309, ("Grantee"), n eeed �ty witnesseth: ), That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, presents, grant and convey unto Grantee and its successors and assigns forever,, all he following I described real estate situated in the County of Ada State of Idaho: A portion of the NE %4 of the NE '/a of Section 33, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly se herein, including, but not limited to all water rights, water shares and other rights de interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. SPECIAL WARRANTY DEED - Page I '"..i �.. Grantor warrants that Grantor has not conveyed the same estate to any person other than Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: REALLEN,LLC By Richard E. Allen, Managing Member STATE OF IDAHO ) ss. County of Ada) On this 6 day of December in the)XQ of 2004, before me, the undersigned, a No Public i for sa' State, personally appeared Ric rd E. Allen known or identified to me to be the person whose nd n is subscribe tb the within ins ment as the Managing Member of REALLEN, LLC and ac nowledged to a that be executed the same as such N"ublic Residing at: My Commission Expires: ' `4 comffissim11.12.2010 SPECIAL WARRANTY DEED - Page 2 o �Dd .� • *; dy0 A-d •�: •,•stitttt•, SCHEDULEI (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion of the Northeast quarter of the Northeast quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a thence 5/8 inch iron pin marking the E 1/16 corner of said Section 33; along the North boundary line of said Section 33 South 89016/45/1 leaving East 1059.08 feet to a 5/8 inch iron pin; thence said North boundary line South 00027/2211 West 169.00 feet to a 5/8 inch iron pin; thence South 89016/45/1 line East 258.60 feet to a 5/8 inch iron pin on the East boundary of said Section 33; thence along said East boundary line South 00027,221, West 626.39 feet to a 5/8 inch iron pin; thence leaving said East boundary line South 89008/23/1 West 246.54 feet (formerly described as South 88038' West 246.6 feet) to a 5/8 inch iron pin; thence South 06037/22/1 a 5/8 inch West 308.30 feet (formerly described as South 06010, West) to iron pin; thence North 8903012611 line of the Northeast West 1038.40 feet to a /58 inch iron pin on the West boundary quarter of thence the Northeast quarter of said Section 33; long said West boundary line worth 00028/25/1 East 1113.00 feet to the POINT OF BEGINNING. After recording send to: JoAnn C. Butler Spink Butler, LLP P.O. Box 639 Boise, Idaho 83701 /— - -- --- - - — ______ ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 2 BOISE IDAHO 12/23I04 02:42 PM DEPUTY Joanne Hooper RECORDED -REQUEST OF SPINK BUTLER 104162649 FOR RECORDING INFORMATION WARRANTY DEED Richard E, Allen, hereinafter referred to as "Grantor," for valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby grant, bargain, sell, convey, and warrant unto REALLEN, LLC, an Idaho limited liability company, hereinafter referred to as "Grantee," whose address is 6060 W. McMiIlan Road, Meridian, Idaho 83642, the real property located in Ada County, Idaho, more particularly described as follows, hereinafter referred to as the "Premises." Legal Description attached hereto as Exhibit A and incorporated herein by reference. TO HAVE AND TO HOLD the Premises, together with its tenements, hereditaments and appurtenances thereto belonging or in any way appertaining, the reversion and reversions, remainder and remainders, rents, issues and profits thereof, including, without limitation, all water and water rights, including ground water, ditches and ditch rights, water storage rights, easements, and rights of way, unto Grantee and Grantee's heirs, successors and assigns forever. And Grantor does hereby covenant to and with Grantee that Grantor is the owner in fee simple of the Premises; that the Premises are free from all liens, claims and encumbrances, and that Grantor shall warrant and defend the same from all claims whatsoever. IN WITNESS WHEREOF, the undersigned has caused his name to be hereunto ascribed this 2 1 " day of December, 2004. Richard E. Allen, an individual STATE OF IDAHO } ss: County of Ada ) On this 21" day of December, 2004, before me, the undersigned, a Notary Public in and for said State, personally appeared Richard E. Allen, known or identified to me to be the person who executed the instrument, and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary Publi for 1da' Residing at:INAx M A My commission expires: 0 OF 11D WARRANTY DEED - I •,,°°°0#Olive//'/� S:Wocs\allen, richard\sale orreal propertyldee\deed 94 - alien to Ilc (30 ac).doc EXHIBIT A Legal Description A parcel of land being a portion of the NE1/4 of the NE1/4 of Section 33, T.4N., RAW., B.M., Ada County, Idaho more particularly described as follows: BEGINNING at a 5/8" iron pin marking the E1/16 corner of said Section 33; thence along the North boundary line of said Section 33 South 891,16'45" East, 1059.08 feet to a 5/8" iron pin; thence leaving said North boundary line South 00027'22" West, 169.00 feet to a 5/8" iron pin; thence South 89°16'45" East, 258.60 feet to a 5/8" iron pin on the East boundary line of said Section 33; thence along said East boundary line South 001,27'22" West, 626.39 feet to a 5/8" iron pin; thence leaving said East boundary line South 89-08-23" West, 246.54 feet (formerly described as South 88038' West, 246.6 feet) to a 5/8" iron pin; thence South 06037'22" West, 308.30 feet (formerly described as South 06010' West) to a 5/8" iron pin; thence North 89030'26" West, 1038.40 feet to a 5/8" iron pin on the West boundary line of the NE1/4 of the NE1/4 of said Section 33; thence along said West boundary line North 00028'25" East, 1113.00 feet to the POINT OF BEGINNING, containing 30.72 acres, more or less. SUBJECT TO: A 25.00-foot wide easement for McMillan Road and Black Cat Road, said easement comprises 26,477 square feet, more or less for McMillan Road and 15,668 square feet, more of less for Black Cat Road. WARRANTY DEED - 2 SAdocslallcn, richardVale of real propertyldecldeed #4 - allen to Ilc (30 ac).doc COPY 4.4 APR 2 2 2000 Mark S. Freeman n� grr FOLEY, FREEMAN, BORTON & STERN, CHARTERED Attorneys at Law ADA COUNTY RECORDER J. DAVID NAVARRO 77 East Idaho Street BOISE IDAHO 04/22/03 09:08 AM P.O. Box 10 DEPUTY Nikola Olson 4 Meridian, Idaho 83680 RECORDED -REQUEST OF ICI �lI�III�I�iIII�II�I�II�IiI��III III Foley Freeman Telephone: (208) 888-9111 AMOUNT 12.00 103065992 Facsimile: (208) 888-5130 Idaho State Bar No. 3074 Attorneys for Petitioner IN THE DISTRICT COURT OF THE FOURTH JUDICIAL DISTRICT OF THE STATE OF IDAHO, IN AND FOR THE COUNTY OF ADA IN THE MATTER OF THE ESTATE OF ) ARLENE M. ALLEN, ) ) Deceased. ) Case No. SP IE 0300153M DECREE VESTING ESTATE IN SURVIVING SPOUSE (I.C. 15-3-1205) Upon consideration of the Petition for Summary Administration of Estate Where Surviving Spouse is Sole Beneficiary filed by Richard E. Allen on the 26th day of March, 2003, the Court finds that: 1. The facts set forth in the petition are true; 2. The required notice has been given or waived; .�• The deceden Arlene IVA. A11elI, dled V11 lnJGcelllbel 5, 2VV2, at the age VI sixty-eight (68) years. DECREE VESTING ESTATE IN SURVIVING SPOUSE - 1 4. Venue is proper; 5. The decedent and Richard E. Allen were duly married at Boise, Idaho, on March 12, 1954, and remained married until the date of decedent's death. 6. The surviving spouse, Richard E. Allen, is the sole heir or devisee of the decedent. 7. The decedent died testate leaving a will in which the surviving spouse is named as the sole devisee. 8. The schedule of property attached to this Decree is a full and complete inventory of the property owned by the decedent and properly characterizes the property as community or separate property. THEREFORE, it is ordered, adjudged and decreed as follows: 1. Richard E. Allen is the surviving spouse of the decedent and is the sole heir or devisee of the decedent. 2. The property of the decedent described on the schedule attached to this Decree is hereby vested in and distributed to Richard E. Allen free and clear of all right, title, claim or demand of any person or persons claiming or attempting to claim under the estate of the decedent as heir, devisee, or otherwise, except as a proper creditor. 3. The surviving spouse shall assume and be liable for any and all indebtedness that might be a claim against the estate of the decedent. 4. There shall be no administration of the estate of the decedent. DATED this _-day of April, 2003. MAGISTRATE a- - AOAV- cou l J. nfi, CM of A dde i1 a in 40 for she Omi^!y DECREE VESTING ESTATE IN SURVIVING SPOUSE - 2 do r y tore�t b a In o cnd Wad rel eta in a wtta 6 WSW my 4N erd .ram v d er' SCHEDULE Decedent's one-half interest in the following property (all community property): A parcel of real property located at 6060 W. McMillan, Meridian, Ada County, Idaho, more particularly described as follows: From the corner marker of the SW corner of Section 28, Township 4 North, Range 1 West to a point 935.00 feet East to the Real Place of Beginning; thence North 165.00 feet, thence East264.00 feet, thence South 165.00 feet, thence West 264.00 feet to the Place of Beginning. 2. A parcel of real property located in Ada County, Idaho, more particularly described as follows: The South one-half of the Southwest Quarter of Section 28, Township 4 North, Range 1 West of the Boise Meridian, County of Ada, State of Idaho. EXCEPTING the parcel of real property described in Exhibit "A" which is attached hereto and which is incorporated in full by this reference as if set forth in full herein. AND ALSO EXCEPTING the parcel of real property from the T corner marker of the SW corner of Section 28, Township 4 North, Range 1 West to a point 935.00 feet East to the Real Place of Beginning; thence North 165.00 feet, thence East 264.00 feet, thence South 165.00 feet, thence West 264.00 feet to the Place of Beginning. 3. A parcel of real property located in Ada County, Idaho, more particularly described as follows: A tract of land in the NE1/4 NE1/4 Sec. 33, T. 4 N., R 1 W, B.M. described as beginning at the Northeast comer of said NE1/4 NE1/4 Sec. 33; running thence South along the East line of said NE1/4 NE1/4 a distance of 1113 feet; thence West parallel with the North line of said NE1/4 NE1/4 a distance of 1320 feet to the West line of said NE-1/4 NE1/4; thence North along said West line a distance of 1113 feet to the NW corner of said NE1/4 NE1/4; thence 1320 feet along the North line of said NE1/4 NE1/4 to the point of beginning. EXCEPTING therefrom the portion of the Northeast Quarter (NE1/4) of the Northeast Quarter(NE1/4) of Section Thirty-three (33), Township Four (4) North, Range One (1) West of the Boise, Meridian, commencing at the Northeast corner of said Northeast Quarter (NE 1/4) of section Thirty-three (33) aforesaid; thence South ten (10) rods; SCHEDULE-1 thence West Sixteen (16) rods; thence North ten (10) rods; thence East Sixteen (16) rods to the place of beginning. AND ALSO EXCEPTING therefrom beginning at the Northeast Corner of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, a brass cap; thence South 795.9 feet along the east side of said Section 33 to the REAL POINT OF BEGINNING; thence South 313.4 feet to a point; thence North 89 degrees 45 minutes West, 279.6 feet to a steel pin; thence North 6 .degrees 10 minutes East, 308.3 feet to a steel pin; thence North 88 degrees 38 minutes East, 246.6 feet to the REAL POINT OF BEGINNING. 4. All motor vehicles. 5. All farm equipment and machinery. 6. All accounts, furniture, fixtures, clothing and miscellaneous personal effects and property of the Decedent. SCHEDULE-2 ii t (. 1 c.J1-1 ' J..1�. != QUITCLAIM DEED 8125(;90 ��-- FOR VALUE RECEIVED I.RICHARD E. ALLEN and ARLENE r4. ALLEN, /,((, ':Z7husband and wife, d - do hereby convey, rele se, remise and forever quit claim unto GLEN L. HUDSON and II`JA P. HUDSON, husband and wife, 8,3 whoseaddressis 525 North Linder Road, Meridian, Idaho 83642 the following described l,rem i (teti, U)-wit : The South four (4) feet of the North 169 feet of the East 258.6 feet of the Northeast 1/4 of Section 33, Township 4 North, Range 1 West, Boise, Meridian. together with their ttpiturten inces. Dated: `un e , 1981. RI AR E. ALLEN. _--"—" AK1.L NE M. ALLEN -- - STATE OF IDAHO, couNrry OF ADA, On this �_7% day nC .dune 11,181 before me, a no(ury public in :nul fr.r n;ud titan•, per:4onully appeared RICHARD E. ALLEN anr3 ARLENE M. ALLEN, husband and wife, knou--Ito me to bl, the j.'ersons whuSe n::ma• s are subscribed to the within instrument find o k I •1 17F t; S: Fi r- r,- r' r STATE OF IDA1IO. COUNTY OF !�7tX1✓ i C' t hon•by ct•rtify thus lhly inslrumr t was filed fii record at the rt•qu,•nt of `zre �(C yrL✓ �� �-� of _VC rninutt punt o'clock eZm.. thi:t 1Z-�t duyof -C•.�i �� r_ 19y/, in my offco, um:d duly recorded/ of I)vedK lit Pogo c now �� t eat to - OHN bAS HDA me 1, they I•xt•rutcd the- vnme. --- }:x-UEFieio iteco;der --- - — tie •Ir/J!h, E �` f#taiding RL'. Al Uo-nutY. r erid an rdttho 1•,.r•x It- t'omrit. expires `� %t,-•�(•: .lh�ilG,: ��'r-%.� .yam. -�,tr 7 r r., i - PIONEER TITLE COMPANY J OF ADA COUNTY yZ - - 821 W. Slate St. Fti •..,�.�Bolse, Idaho83702 - 208-336-8700 1-j Aepresenlinp Pioneer National Title Insurance 1'•'r 1TI 17 11W 1 ! n! 17, nvi�l('t (ir'! I..i 0i l y �r,f ni pi iCy •►n! •fr! lr%! n 1 ig Ri ill !i n ni lrry ni n ir? i?! -r( n! icy i`.`! 81 9874 WARRANTY DEED Fur Value Received ESTHER C. 66 d,.Ar,�0,v- S117922 l yI / ALLEN, a Widow 5,55 45S the gntntor does hereby grant, hargain, sell ,Intl convey unto RICFiARD E. ALLEN, AND ART, NE M_ ALLEN. husband and wife the grtnteta , whose current address is 6060 W. MC MILLAN RD — MERIDIAN, the Following described premises, in ADA County Idatio, to -wit: A tract of land in the NF-h NE4 Sec. 33, T. 4 N., R 1 W, B.M. described as follows to wit: Beginning at the Northeast corner of said NEk NEh Sec. 33; running thence South along the East line of said NEh NEI, d distance of 1113 feet; thence West parallel with the North line of said NEls NEB a distance of 1320 feet to the West line of said NEh NE34; thence North along said West line a distance of 1113 feet to the NW corner of said NEh NE1j; thence 1320 feet along the North line of said NE]j NE3b to the point of beginning. Excepting a portion in the Northeast corner thereof heretofore ddeded to the Fairss��iew Congregational uraVand al ditch, road and canal right of ways.5T01 J'd,qv � EXCEPTING Beginning at the Northeast Corner f Section 33, To p North, Range 1 West, Boise Meridian, Ada County, Idaho,a brass cap; thence South 795.9 feet along the east side of said Section 33 to the REAL POINbT OF BEGINNING; thence South 313_4 feet to a point; thence North 89 45' West, 279.6 feet to a steel pin; thence North Go10, East, 308.3 feet to a steel pins thence North 880381 Easto246.6 feet to the REAL POINT OF BEGINNING. Containing 1.871 acres, more or leas, subject to a county road right of way along the east side thereof. The above property consist& of approximately 31.36 Acres more or less and also includes all dit9p, ditch righta,.water rights appurtenainir� thereto. , AJ SWE Of IDAHO, COUNTY Or AOA, Filed fcr racrAd sl the raduaa of / t ill (l ,Zinn (�h1in. 'dWA_P_M.1An / JOHN DA.SSIOA, ftac ldcr �� CCUff TO HAVE AND TO IIOL) tale said premises. with their appurtenances unto the said Grantcce . their heirs and assigns lorever. Anti the said CiranSur witdu eH hrnhy covenant to and all inwith tile said Grantee that die isthe owner in [cc simple ()I' said premises; that they are free t:umbrant;cs and that s he _ will warrant and defend the same from all luwful claims whatsoever, ()atcd: APRIL 28 1981 STATF, OF IDA140, COUN'r4 OF tiTA'rb: OF IIYAHO, COUNTY OF On this 28th day of APRIL , lit 81 1 hr•rf:Ly eprtify that this inns�trument was ftfilppfl_ for rea,rd at before me, a notary public in and [Or said Stalr:, personally the n•qucst or e ` 'r^f L appeared, r.• ESTLiER C, ALLEN �7 °tO minut,•x past I ",:2 cl nck�} t.' •;` this day id �,•% •�: .., 0�/ fir der riu fiiil-- lt�/Jliff' .... *�,�•. , nn // „-y y rucurded in iiooic / .,rY'cteds at page lcnn�,i tn� r{b i.c 1b,& PC rron wh,se scitb d to then a'ithinjnstrument, and ncknn%v1cdved to ®HN B14ST1DJ1 ? ;that "� !g}�Q executed the same. -' - - E----- x-OlBcio Recorder t s _ _ N tttry Public ResidirtF at Meridian , Idaho t cen y� !- Deputy, "`.mE'pitc' Sept 12 1984 Mail to: 6060 W McMillan Rd -Meridian Ida QUITCLAIM DEED FOR VALUE RECEIVED , ESTHER C. ALLeN, a widow,534 506 to S� does 2b hereby convey, release. remise and forever quit claim t 4^; unto THE ESTATE OF JOHN W. HUDSON, also known as J. W. HUMON, .0.-2ddrP3?in c/o Elan L. Hudson, 525 N- Under 'Rd.. Meridian, 2ddh4 any and all interests she may have in and to the following described premises, to -wit: A tract of land situate in the NE 1/4 NE 1/4 NE 1/4, Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, yi Idaho, more particularly described as follows: The Northerly 169-00 feet of the Easterly 258.60 feet to the NE 1/4 NE 1/4 NE 1/4, Section 33, Township 4 North, Range 1,1 West, Boise Meridian. f^{ together with their uppurtennnces. Dated: October ge 1930. y _¢ aC_L ESTHER C. ALLEN t: STATF. OF 111AIIIt, COUNTY OF ADA, STA'rF; OF IDAHO, (:OIINTY OF �tl:!✓ t^; I hereby certify th 23this- Inetrumunt wait filed fur rmord ,^I 11r� lYt$ �ay of October w 80 al the r,rluest of be AZ ■ tlota Zblilie in end for ulld titnlc, personally C:-AALLEN , a widow, at ' /minuuses past o'clock rn, •� 1f�1�i%T thin' X/C day of ,..a : _-O 19, f ,d in vhy office, and duly record LA in Rank tr n t t of Uee& at puire :'- knowntokrelabetheticrenn wh,se mime is Rubsl4i}e 4) to the tlrithin instrument, nod ncknowledRed to Ex-Ulficio cr m lh • ? � ••she cz, ttc a same. /�� j �j ' � ?_' •,.gin , /',.6 r� '~ n IrepuEp. Residing nt /�f/',�f 'A� . Iduhn Fees Comm. Enpims M1Ltil to: PIONEERDAC COMPANY OF Apt9 COUNTY C I11� w. J�HMww N. >lak+a, kdn 13M 2a SSti 1lq Repreaenling pioneer National Tllle Insufer-Ce ICi10111 ir'/ t�? i�9 t�/! ^t P i Pi f t 1,1'Pi'i' 6 Y Aijtl uv v Circe-. 49 53 /J.W.Hudson at ux ( ! ` to Fairview Congregational Church X a®npuaunnannnapneppnpwennn (p/ Instrument Number 92139 DEF'.D THIS INDENTURE, made this tenth day of December, 1913, between J. W. Hinson, and Annie S. Hudson, his wife, of Meridian, Arta County, State of Idaho, parties of the first part, and Fairview Congregational Church, a religious corporation duly organized and existing urrter the laws of the State of Idaho, party of the second pert, WITNESSETH that the said'parties of the first part, for and in omaideration of (Ins Dollar ($1.00) and for the purpose of providing the Raid party of the asoond part with a site for the erection of a church to be used for public worship and other religion services in oonneot'ion therewith, h=ve GRANTFD, BARGAINED, SILD 9nd CONVEYED, and by then presents do GRANT, HADIAIN, SELL A-D CONVSY unto the said party of the second part, all that certain lot, piece or parcel of land situate', lying and being in the County of Ada, State of Idaho, bounded and particularly described as follows: That pert of the Northeast quarter (NEJ) of the Northeast Qaa"er(NEA) of Seotion Thirty-three (33)9 Township Four (4) North, Range One (1) West of the Boise, Meridian, eommenoing at t'19 Northeast owner of Said (lortheast Quarter (NE�) of section Thirty-thre (33) aforesaid; thence Smith ten (10) rode; thence West Sixteen (16) rods; thence North ten (10) rode; thence Fast Sixteen (16) rods to the place of beginning. tla3 said parties of the first part in making this oonveyancs expressly stipulate as part of said conveyance that in the event that the asid property above described and oonvayed hereby, shall at ary time cease to be used as a site for a ohiroh, for public worship, than and in that event the titlat o the said property above described, end every part and parcel thereof, shall revert to and become the property of the said pabtiea of the first part, or their heirs, Uhd the said party of the second part takes this deed bf conveyance subject to the limitations and stipulations herein contained. The second part shall however have the right to remove atW and all buildings therefrom within six months after such property oeaees to be used ror public worship. TOGFIEER with all and singular tka tenements, and hereditementa and appurten- anaes thorovinto belonging, or in any wise appertaining. Tn f(AVR Ar,D TO HOLD 'all. and singular the above mentioned and desoribed premisea, together with the appurtenances, unto the said party of the second pyrt, subject, homver to the roverRion of the title thereto, to the, parties of the rlrat part, or their heirs, as herein specifically stipulated. IN WITNESS WHEREOF, Bald parties of the first part have hereunto set their hands and seals the day and year in this inatmment first above written. Signed, Sealed and Delivered J. W. Hudson (SEAL) in the pre Bence of Arnia S. Hudson (SEAL) Wm.H.Davidson A q rl It - State of Idaho; se County of Ada : -- 0n '.hie tenth day of Deaember,1913, before me, WmrB.Da.vidson, a Notary Public in and f�r said County, personally appeared J. W. Hudson and Annie S. Hudson, his wife, knoivnto me to be the persons whose namea are subscribed to the within instrument, and w m *ledged to me that they exe cut ed the same. IN WTT14ESS WRRRE(1S, I have hereunto set my hand and affixed my a ffioial Beal tbo dayand year in this certificate first %bove written. Wm.B.Davidson (SEAL) Notary Aiblia Recorded at request of J.iY.Hudeon at 11;05 A.M.Deo 16th,1913.Pees $1.40 Reaorder COMP, bzg�m.-Yorr Comjua�. 3aia� THIS INDENTURE, blade this 2B day of Januas'- in the year of our Lord one thousand nine hundred and sixty nir6 , between Ira B. Lane, a widower of E:eridian ,County of Ada:*.- ,Stale or Idaho _the partof the first y part, and Esther C. -Allen of Yeridian County of Ada ,State of Idaho the party of the second part. ' WITNESSETH, That the said party of the first part, for and in consideration of the sn m of One Dollar and other valuable considerationsC86. lawful money of the United States of Ameiica, to kiln in hand paid by the said Part y . of the second part, the receipt whereof is hereby acknowledged, ha s granted, bargained and sold, and by these presents does grant, bargain. sell, convey and confirm unto the said part of the second part, and to her heirs and assigns forever, all of the following described real estate, situated in County of Ada , State of Idaho, to -wit= :L tract of land in the NE1—im- — Sec. 33, T4N,r'iT:':, B.b.. described as _follows, to w:lt: Beginning at' the. Northeast corner of said iE,2--idEg-Seca33; running thence South along the East line of said P g-ilr,4 a distance of 1113 feet-; thence 'Rest parallel with the North line of said NB- -PIE¢ :a distance..of 1320 feet to the ::est line of said thence North along said West line a distance of 1113 feet to the NVI corner of said IE4—P>E ; thence 1320 feet along the North line of 'said NE:1 NE4 to the point of beginning. Exeeptinrr a portibn•'•in the Northeast corner thereof heretoPors deeded to the Fairview Congregational Church and all ditch, road and canal right of ways. I� `( If TOVr'.ixMR, with au and ( sin ` I belonging or in anywise appertaining, the tenements, hereditaments and appurtenances thereontp !! Ppertaining, the reversion and reversions, remainder and remainders, rents, i. issues and profits thereof; and all estate, right, title and interest in and to the said pro i in lax• as in equity, of the said part y of the first pars. P PertY, as wen i TO HAVE AND TO FOLD, All and singular the above mentioned and described premises, together with the appurtenances, unto the party of the second part, and tohe r heirs and assigns and the said part of the first gas fceable Y part, and his heirs, the said premises in the quiet and peaceable Possession of the said part y of the second part, her heirs and assigns, against the said party of the first part, and his heirs, and against all and every person and persons whomsoever, laaYuny claiming or to claim the same shall and will WARRANT and by these presents forever DE MXD. 1 r �. G. I IN WITNESS WHEREOF, The said party of the first part has hereunto set his hand and seal the day and year first above written_ SIGNED, SEALED AND DELYVERED IN THE PRESENCE OF lD .................. -........ ......... .-................. -....... _..................................... � ��- ��� [$eau ........... ._- ................................ ......... ._...... _......... _................. _- __ --- - E. _.-_[Seal] ............ .............. STATE OF IDAHO County of ADA On this -28.' j ss_ day of January G.V7. Gre be in the year 19 69 , before me a Notary, Public in and for said State, personailly appeared Ira B. Lane known to me to be the person •- —hose name Is subscribed. to the within instrument, and acknowledged to me that he executed the. same. IN WITNESS WHEREOF, I have hereunto set my hand and afliYed my official seal, the day and f year in this certificate first above written. Notary Public for the State of Idaho, f Residing at Kuria . Idaho T j I i O Z 1 i (� e F V W I a ae ►lam JJ uu; S i •Q .aot. m— O L a : Public Property Tax MD1 - Curr ar, Parcel Values are Subject to change - [Public.Property: ch [PT2z6F]] File Sialect View Tools Window Help Year I Master Status 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active 2007 Active '007 Active �007 Active I Readv Parcr S O43311 SO43311 S043312 S O43314 SO43314 SO43314 S O43314 S O43314 S O43314 S O43314 SO43314 S O43321 S O43322 S O43323 S O43323 S O43333 S O43333 S O43333 SO43333 S O43333 S O43333 SO43333 SO43333 SO43333 Search By : ♦� [PT4pbF] Public Tax Main Screen - Parcel# [SO433110350] NORPAC LLC 102G COAST VILLAGE CIR STE G SANTA BARBARA CA 9310E-0000 Bank Code Details r PrePaid Code Area 242 District r SubRoll Values Interest Date 12/12/2007 1 Calculate Total Due 217.20 Year Amount Due Full Year Amount Due lit Half Amount Due 2nd Half Tax/Cert Full Year Late Charge Full Year Fees Full Year Interest Full Year Tax/Cert lit Half Late 1 2007 217.20 0.00 217.20 217.20 0.00 0.00 0.00 0.00 0.00 2006 0.00 0.00 0.00 0.00 0.00 0.00 0-00 0.00 0.00 2005 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.90 2004 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2003 0.00 1 0.00 0.00 1 0.00 0.00 1 0.00 0.00 0.00 O.DO 2002 0.00 0-00 0.00 0.00 0.00 1 0.00 19.00 0.00 0.00 2001 0.00 0-00 0.00 0.00 0.00 1.00 0.00 0.00 0.00 2000 0.00 0.00 0.00 0.00 0.00 0.00 1 0.00 0.00 0.00 1999 0.00 0.00 0.00 0.00 0.00 0.00 10.00 0.00 0.00 iLi r Publicr-re-Paid Tax Summary rk.. o I Year Aese::ment Date Due Total Tax Tax Tax Cert I Gert Cert Roll Payments Charge Payment Adiustment Charge Payment Adjustment 2007 Primary 12120120 i 434.40 t 0.00 r tr 0.00 r tt 2006 Primar 12/20/20 -d63-40 463.40 463.40 D.OD 0.00 0.00 0-OD 2005 Primar 12/20/20 -57B.50 578-50 576.50 0.00 0.00 0.00 0.0 10.019 2004 Primar 12/20/20 -565-52 565-52 -565-52 0.00 0.00 0.00 2003 Primary 12/22/20 -525.02 525.02 525.02 0.00 0.00 0.00 0.00 PHYSICAL LOCATION Property Address N BLACK CAT RD MERIDIAN ID 83646-0000 Group Type SECT Group 11 0433 Description 14N 1W 33 Township/Range/Section Zoning Code RUT dN 1W 33 MLS Area 11030 - NW Meridian Reappraisal Year Physical Inspection 2006 01/31/2006 Print DProperty Dead a Cancel I f Help Name - ......�...............,..�,. NORPACLLC 0:jAdd'I W. Mailing Address 1 226 COAST VILLAGE CIR STE G SANTA BARBARA CA 93108-9000 PARCEL VALUES Assessment Property State Acreage Assessed Value Roll Occu anc Cate t Code Non-OccupancyPrimary t 29.000 45600 Primary 1 Non -Occupancy 1 190 1.0007 Public Property D r- Display Ready State Parcel 0 Property Description 04N01W3311350 PAR 00350 OF NE4NE4 SEC 33 4N 1W Total Acreage 30.000 Valuation INCOME 0 Cancel Code Total Parcel Values Area Assessed Amt 145,600 U Taxable Amt 145.600 Manufactured PION— EER YOB(— SyTCPF_F__ AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA) GG, N°cpat ' I_t.C) ►, __V�001,a5 F4. C,olernar\ 1O25 'S. Q��wa�l P1aC�, StC zeo Eck g\ e— (name) a60) (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: lk-e r/ lu Af l0d-9 A( ,��,e� � A (name) (address) i' to submit the accompanying application(s) pertaining to that property. 'P5 �.. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). /.31Dated this day of.20 (Signature) SUBSCRIBED AND SWORN to before me the day and ear first above written. 4� (Notary Public for Idaho) Residing at: s �(JnLAC, My Commission Expires: Q l ®`jO � 00900099* OF 49'T�'��� 253 FIL.EiD EFFECTIV E APPLICATION FOR REGISTRATION OF FOREIGN '' - 7 hi 12: I t LIMITED LIABILITY COMPANY (Instructions on back of application) 1. The name of the limited liability company is: NORPAC, LLC 2. If the name of the limited liability company is not permissible or is not available in Idaho the name the foreign limited liability company will use in Idaho is: 3. The jurisdiction under whose laws the limited liability company is organized is: DELAWARE and the date of its formation was: 12/15/2004 4. The name and address of the registered agent in Idaho is: Corporation Service Company, 1401 Shoreline Drive, Suite 2 Boise Idaho 83702 5. The address of the limited liability company's office in the jurisdiction under whose laws it is organized is: 2711 CENTERVILLE ROAD, SUITE 400, WILMINGTON, DE 19808 6. The address of the limited liability company's principal office, if other than the address in #5 above, is: 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 7. The address to which correspondence should be addressed is: 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 8. Signature of a manager, if any, or a member if there are no managers. Signature-� t�'`J Secretary of State use only NO PAC COWJNITIES, L.P., MANAGER, BY: Typed Name DOWING DEVELOPMENT, INC. , 3ENERAL PARTNER, a' BY: MAUREEN WOOD, SECRETARY Manager 0 Member 0 `U IDAHO SECRETARY OF STATE 01/05/2995 05:0e r1<: 711UR PT. 1CORo au. gar �nr Wr. ru.7JC7 188.N REGFOROLLC 1 2 �-` 1 0 MIN = 28. N EX►+EDITE C 1 3 DeCcnvare PAGE 1 The First State I, EARRIET SMITH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY "NORPAC, LLC" IS DULY FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS OFFICE SHOW, AS OF THE SIXTEENTH DAY OF DECEMBER, A.D_ 2004_ AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "NORPAC, LLC" WAS FORMED ON THE FIFTEENTH DAY OF DECEMBER, A.D. 2004. AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE NOT BEEN ASSESSED TO DATE_ 3897622 8300 040910928 Harriet Smith Windsor, Secretary of State AUTHENTICATION: 3553919 DATE: 12-16-04 Annual Report for W 35596 Page 1 of 1 No. W 35596 Due no later than Jan 31, 2007 Annual Report Form 2. Registered Agent and Address (NO PO BOX) Return to: CORPORATION SERVICE COMPANY 1. hlailing Address: Correct in this box if needed. SECRETARY OF STATE 1401 SHORELINE DR STE 2 )0 WEST JEFFERSON NORPAC, LLC BOISE ID 83702 0 BOX 83720 NOELLE GAMBILL BOISE, ID 83720-0080 1206 COAST VILLAGE CR STE G 3. New Registered Agent Signature:* SANTA BARBARA CA 93108 NO FILING FEE IF RECEIVED BY DUE DATE 4. Limited Liability Companies: Enter Names and Addresses of Managers OR Members. Office Held Name Street or PO Address City State Country Postal Code MANAGER THOMAS M. COLEM NORPAC 5251 OFFICE PARK DR STE 350 COMMUNITIES LP BAKERSFIELD CA 93309 5. Organized Under the Laws of: 6. Annual Report must be signed.* DELAWARE Signature: Thomas M Coleman Date: 02/13/2007 W 35596 Name (type or print): Thomas M Coleman Title: Manager Processed 02/13/2007 *Electronically provided signatures are accepted as original signatures. http://www.sos.idaho.gov/servlet/TransformXMLDoc?URL=%2FO2132007%2FXMLPORTS 0704... 12/18/2007 U `./ L State of Idaho CERTIFICATE OF AUTHORITY OF COLEMAN COMMUNITIES, INC. File Number C 159446 1, BEN YSURSA, Secretary of State of the State of Idaho, hereby certify that an Application for Certificate of Authority, duly executed pursuant to the provisions of the Idaho Business Corporation Act, has been received in this office and is found to conform to law. ACCORDINGLY and by virtue of the authority vested in me by law, I issue this Certificate of Authority to transact business in this State and attach hereto a duplicate of the application for such certificate. Dated: 18 March 2005 SECRETARY OF STATE By Rx Date/Time MAR-18-21 "FRI) 14:03 P.007 MAR. 18. 2005 12: 39AV -" — Q. 8320 P. 202 Eli, APPLICATION FOR CERTIFICATE OF AUTHORITY (For Pr( MAR 13 PH 3:23 (Instructions on Back of Application) ;J 1J;AH0 The undersigned Corporation applies for a Certificate of Authority and states as follows: 1. The name of the corporation is: COLEMAN COMMUNITIES, INC. 2. The name which it shall use in Idaho Is: 3. It is Incorporated under the laws of. DELAWARE 4. Its dale of incorporation is: MARCH a, 2005 5. The address of its principal office is: 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 S. The address to which correspondence should be addressed, if different from item 5, is: 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 1401 SHORELINE DRIVE, SUITE 2 1. The street address of its registered office in Idaho is, 13015E, ID 83702 j and its registered agent in Idaho of that address is: CORPORATION SERVICE COMPANY 8. The names and respective business addresses of its directors and officers are: Name THOMAS M. COLEMAN t JR MAUREEN WOOD Dated. MARCH 8, 2005 Signature- Typed Name; MAUREEN WOOD Capacity: SECRETARY Office SOLE DIRECTOR, PRESIDENT AND SECRETARY Address 5251 OFFICE PARK DRIVE, SUITE 350, BAKERSFIELD, CA 93309 5251 OFFICE PARK DRIVE. SUITE 350, . BAKERSFIELD, CA 93309 Customer Acd 9 : (A —v pMspaM acceuno Secretary of State use only IBM SECRETARY OF STATE @3/ 18/21w5 85866 a CK: 34574 CT: 1154 IN: 799431 a 1! !N. N= 18L N AUlfll PRO 1 4 i 12LN = 2I.N EXPEDITE C v 5 �7 Rx Date/Time MAR-18-2. �FRI) 11:03 P.008 MAR.18.2005 12:39AM -- vo.8320 P. 8/10 y- D&"ffe PAGE I The First State I, HAR,RIET 5141TH WINDSOR, SECRETARY OF STATE OF THE STATE OF DELAWAgE, DO SEREBY CERTIFY "COLM" COId? MITTIES, INC. " IS DULY INCORPORATED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD STANDING AND HAS A LEGAL CORPORATE EXISTENCE SO FAR AS THE RECORDS OF TIJIS OFFICE SHOW, AS OF THE FIFTH DAY OF MARCH, A.D. 2005. AND I DO HEREBY FURT$PR CERTIFY THAT THE SAID "COLMON COMMONITIES, INC_" WAS INCORPORATED ON THE FOURTH DAY OF MARCH, A.D. 2005_ AND I DO HEREBY FURTHER CERTIFY THAT THE FRANCHISE TAXES HAVE NOT BEEN ASSESSED TO DATE. 3935377 8300 050198596 Harriet Smith Windsor, Secretary of State AUTHENTICATION' 3723316 DATE' 03-05-05 1 , k J 0 z U U12 to O M wW- lobO W O N f jl c V) LLi a+ O 4 Z� � cm Oce = O ix �— i re pip z c ca f � CO) �} NVM C1 M .A L 0 (� H F Z w e D� V d O 0 _ p oCb ZQ ? Z o C U�mV) y 4) E m z o W w z m 1r Q co QN W E O LL' chi W D O_ '' W O >- UmTN toU ca 00 CL v U Q D ui � y o 40 Ev ao� W 1 U) ZV CO IL 0 w ¢, 6 a !®0" oe)4 City of Meridian Pre -application Meeting Notes Date., l/ I d 7 Project/Subdivision N Applicant/Contact: F. City Staff. / ' 1/ W,i Location: bpl��, Existing Zoning: u Contiguous and Within AOI (AZ only): P Proposed Zoning: Number of Units and/or Lots: // 7 L e �S Property Size: - 320 c c 1�e-r oN.ly 30 ticr s#e�e)Dwelling Type (if residential): Surrounding Uses: Co t► li4 14gr1 tilfr•^a/ J�„Q/ Comprehensive Plan Designation(s): med; ' Street Buffers and/or Land Use Buffers: /�►„ erg �, ca�� `dor 3� ��es W� Open Space/Amenities/Pathways: A ,QiQ-6 Street System/Stub Streets/Access: Sewer and Water Service: Topography/Hydrology/Floodplain Issues: Canals/Ditches/Irrigation and/or Hazards:_ Se ff/ens , History: Additional Meeting Notes: k 14 PC a., r c4443 P 320 acres - �ESW CJ- a P Qn ,e��Pce 10'Jed dI 41,,; (Z "" /9Si 0 nts to Contact (circle): Ada Count�Ighway Distric Nampa and Meridian Irrigation Parks S,� ment �� � Idaho Tr ent Settlers Irrigation ublic Works De artment " 00-11frL Sanitary Services Corporation Fire Department Building Department Central District Health Police Department Other: Applications Required (circle all that apply): Accessory Use Design Review Short Plat Alternative Compliance Final Plat Modification Time Extension q,Urti Misc. (DA Modification) UDC Text Amendment a e of Zoning Compliance Planned Unit Development Vacation Comp Plan Map Amendment reliminary Plat Variance Comp Plan Text Amendment Private Street Other: Conditional Use Permit Rezone Additional Pre -Application Conference (circle one): Required Not Required Anticipated Submission Date: a 6. 2?eVl Anticipated Hearing Date: NOTES: 1) Applicants are required to hold a neighborhood meeting, in accordance with UDC 11-5A-5C, prior to submittal of an application requiring a public hearing. 2) Except for UDC Text Amendments, Comprehensive Plan Text Amendments and Vacation applications, all other applications requiring a public hearing shall be posted in accordance with UDC 11-5A-5 D. 3) The information provided during this meeting is based on current City Code and Comprehensive Plan. Any subsequent changes to City Code and/or the Comprehensive Plan may affect your submittal and/or application. This pre -application meeting shall be valid for 4 months. Sir) 4- t7 MW 'I.; COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11-5A-5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. cs Applicant/agent signature Date'— U uumo ' ____==; ---------------- i YCa _- I� isi mtrC.' G'li'I B wnv.y msS� �e!• �y- nl..a p1 V "PLAnO i i i i R 1 qg 7yy - Hill Rill 77 cIII III t #+ I q�1 i if'1€IN-4 A 3 !`' m oioil 8e I I !. - . ■ i rr FF M Y OAHCREEH SUBDIPISION ENGINEER ING� P3L9AN�N�E�R, /�CO�NrTACT VELOPER OWNERS OF�RECORD PLA- SOLUTIONS. �DE Dw.D� w w,K LLc NNE 10 SfR., SfE 100 OWI. ID Bb42 F�OE csc 9AW� U 93108 WdD. TE III a SA ix. RIN., BY NERODSVANR,IO DSI&HlBaS3IE100 J (M) ♦34 E95-090.1 Z IE. YyqU C 308) 421-6-0M00128 (µB5) 895-090) fu iie z lu IL 'z2 WIN 1; V, 4 so 19 NJ 4,4 ev0d ivi - -- -------------- 7 - — -- ------- SS os VII — Oct 311 —14 Oct yy 31. 6ZI Noi Avc Oct Aft At UQ ..at iA '06 '09 I I osslud n'd term ---- -- 14- —,VdNn ct� _-253 4 RUT RUT McMILLAN ROAD UT �1�111 m—' Rom SCALE 1" = 600' DWC.DATE �l,3l08 DAKCREEK PROD. NO. 60307 SUBDIVISION SHEET OF , LOCATED IN THE NE 114 OF SECTION33, TAN., RAW., 1 � i lN B.M MERIDIAN, ADA COUNTY, IDAHO 50307P.APR E)Ke VICINITY MAP \Alen INAN c►ry L►M►rS PHNE ST. RUT NGINEERING OLUTIONS LLP 1029 N. ROSARIO ST., STE. 100 0 E RID AN, IDAHO 33612 P lok (20s)9J8-09m F3'(20)908-t11 Shari Orom: Jerry Hastings Dhastings@adaweb.net] _ ;ent: Wednesday, December 19, 2007 2:31 PM To: Shari Subject: RE: Oakcreek Subdivision - Reservation of Subdivision Name December 19, 2007 Shari Stiles Engineering Solutions, LLP RE: Subdivision Name Reservation: "OAKCREEK SUBDIVISION" Dear Ben, At your request, I will reserve the name "OAKCREEK SUBDIVISION" for your project. I can honor this reservation only as long as your project is it the approval process. Final approval can only take place when the final plat is recorded. Sincerely, Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 287-7912 The premier of Sedona Arizona golf courses, the Oakcreek Country Club is an championship golf course nestled in the majestic Sedona red rocks. 18 hole -----Original Message ----- Irom: Shari [mailto:es-sharis@qwest.net] � ent: Wednesday, December 19, 2007 2:24 PM To: Jerry Hastings Subject: Oakcreek Subdivision - Reservation of Subdivision Name Jerry: We would like to reserve the name of Oakcreek for a subdivision located in Sections 28 and 33, T.4N., R.1W., B.M., Ada County, Idaho. Idaho Survey Group will be the surveyor on the project. Thanks! Shari Stiles Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Telephone: (208) 938-0980 Fax: (208) 938-0941 es-sharis@qwest.net No virus found in this incoming message. Checked by AVG Free Edition. Version: 7.5.503 / Virus Database: 269.17.4/1189 - Release Date: 12/18/2007 9.40 PM 1 ..e IDAHO - SURVEY t= GROUP DESCRIPTION FOR OAK CREEK SUBDIVISION 1450 East Watertower St. Suite 150 Meridian, Idaho 83642 Phone (208) 846-8570 Fax (208)884-5399 December 13, 2007 A parcel of land located in the NE '/ of the NE '/ of Section 33, T. 4N., R.1 W., B.M., Ada County, Idaho more particularly described as follows: Commencing at the Northeast corner of the said Section 33 from which the East '/ corner of said Section 33 bears South 00°27'22" West, 2631.60 feet; thence along the East boundary of said Section 33 South 00°27'22" West, 169.00 feet to the REAL POINT OF BEGINNING; thence continuing along said East boundary South 00027'22" West, 626.39 feet; thence leaving said East boundary line South 89°08'23" West, 246.54 feet; thence South 06°37'22" West, 308.30 feet; thence North 89030'26" West, 1038.40 feet to a point on the West boundary line of the NE '/ of the NE'/ of said Section 33; thence along said West boundary line North 00°28'25" East, 1113.00 feet to the E1/16 corner of said Section 33; thence along the North boundary of said Section 33 South 89°16'45" East, 1059.08 feet; thence leaving said South boundary line South 00027'22" West, 169.00 feet; thence South 89-16'45" East, 258.60 feet to the REAL POINT OF BEGINNING. Containing 30.72 acres, more or less. User Name: Engrgsol OAKCREEK PRELIM CLOSURE.txt Project: 60307 OAKCREEK PRELIM CLOSURE Inverse Points Horizontal direction: S00°27'22"w Zenith An le: 90,00,00" Horizontal Distance 626.3900 Delta Elevation: 0.00 Slope Distance: 626.3900 Horizontal direction: S89°08'23"w Zenith Angle: 90,00,00" Horizontal Distance 246.5400 Delta Elevation: 0.00 Slope Distance: 246.5400 Horizontal direction: S06°37'22"w Zenith Angle: 90,00,00" Horizontal Distance 308.3000 Delta Elevation: 0.00 Slope Distance: 308.3000 Horizontal direction: N89°30'26"w Zenith Angle: 90,00,00" Horizontal Distance 1038.4000 Delta Elevation: 0.00 Slope Distance: 1038.4000 Horizontal direction: N00'28'25"E zenith An le: 90,00,00" �. Horizontal Distance 1113.0000 Delta Elevation: 0.00 Slope Distance: 1113.0000 Horizontal direction: S89°16'45"E zenith Angle: 90*00,00" Horizontal Distance 1059.0800 Delta Elevation: 0.00 Slope Distance: 1059.0800 Horizontal direction: S00°27'22"w zenith Angle: 90*00,00" Horizontal Distance 169.0000 Delta Elevation: 0.00 Slope Distance: 169.0000 Horizontal direction: S89°16'45"E zenith Angle: Horizontal Distance 90,00,00" 258.6000 Delta Elevation: 0.00 Slope Distance: 258.6000 Horizontal direction: S64°10'42"w zenith An le: Horizontal Distance 90*00,00" 0.0148 Delta Elevation: 0.00 Slope Distance: 0.0148 Page 1 Date: 02-13-08 Time: 11:58:39 Page: 1 LIMITED GEOTECHNICAL ENGINEERING EXPLORATION Black Cat Road and McMillan Road Residential Development Meridian, Idaho Terracon Project No. 62065031 A January 8, 2008 Prepared for. COLEMAN COMMUNITIES Eagle, Idaho Prepared by; TERRACON CONSULTANTS, INC. Boise, Idaho IV - January 8, 2008 Coleman Communities 1025 Bridgeway Place Suite 280 Eagle, Idaho 83616 Attention: Mr. Thomas M. Coleman Irerracon Consulting Engineers & Scientists Re: Limited Geotechnical Engineering Exploration Black Cat and McMillan Road Residential Development Meridian, Idaho Terracon Project 62065031A Dear Mr. Coleman: Terracon Consultants, Inc. 11849 West Executive Drive, Suite G Boise, Idaho 83713 Phone 208.323.9520 Fax 208.323.9592 www.terracon.com Terracon has performed a limited geotechnical engineering exploration for the referenced project. This exploration was authorized by you on December 5, 2007, and performed in general accordance with our Proposal for Geotechnical Engineering Services dated December 5, 2007. The accompanying report describes the exploration and summarizes our findings. We appreciate the opportunity to be of service to you. If you have any questions concerning this report, or if we may be further assistance to you in any way, please call us. Sincerely, TERRACON CONSULTANTS, INC. Matth7 A. Birchmier, E.I.T. I<kvi C. o g and, P. . MAB:tt\62065031A\Limited Geo Exploration Rpt\62065031A Geotech Report.doc Attachments Copies To: Addressee (3) TABLE OF CONTENTS Letter of Transmittal...................................................................... INTRODUCTION........................................................................... PROJECT DESCRIPTION............................................................ SITE EXPLORATION PROCEDURES ......................................... FieldExploration.................................................................. Laboratory Testing............................................................... SITECONDITIONS....................................................................... SUBSURFACE CONDITIONS...................................................... SoilConditions...................................................................... Groundwater Conditions....................................................... PERCOLATION TEST RESULTS ................................................. PAVEMENT................................................................................... GENERAL COMMENTS................................................................ APPENDIX A Figure 1: Boring Location Plan Figure 2: Site Diagram Boring Logs Laboratory Test Results APPENDIX B General Notes Unified Soil Classification Terracon Page ............................................ i ..........................................1 ..........................................1 ..........................................1 .......................................... 1 .......................................... 2 .......................................... 2 ......................................... 3 ......................................... 3 ......................................... 3 ......................................... 3 ......................................... 4 ......................................... 5 TERRACON LIMITED GEOTECHNICAL ENGINEERING EXPLORATION Black Cat and McMillan Road Residential Development Meridian, Idaho Terracon Project No. 62065031A January 8, 2007 INTRODUCTION This report contains the results of our limited geotechnical exploration for the proposed residential development to be located near the intersection of Black Cat and McMillan Road in Meridian, Idaho. The exploration consisted of drilling eight borings to determine subsurface conditions, installing piezometers, performing field percolation rate tests in the borings, conducting laboratory testing on representative soil samples, and preparing this report. This report summarizes the exploration and presents the results of the field and laboratory testing. As indicated in our proposal, our services do not include recommendations for constructing residences or other facilities on the site. PROJECT DESCRIPTION We understand the proposed site is approximately thirty acres of mostly agricultural land located on the southwest quadrant of the Black Cat and McMillan Roads intersection. The project proposes to develop the site into a residential subdivision. SITE EXPLORATION PROCEDURES Field Exploration The subsurface exploration consisted of drilling eight borings at locations indicated by Coleman Communities. Slotted 2-inch PVC pipe was installed in five of the borings to allow others to monitor the depth to groundwater over time. At three of the piezometer locations, an additional boring was drilled nearby and 3-inch PVC pipe was installed for field percolation tests. The approximate locations of the borings are shown on the Boring Location Plan included in Appendix A. Terracon located the borings in the field by measuring from existing site features with a measuring wheel. A representative of Coleman Communities surveyed the boring locations and elevations. The locations and elevations of the borings should be considered accurate only to the degree implied by the means and methods used to define them. 1 Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 The borings were drilled to depths ranging from about 6.5 to 16.5 feet below the existing ground surface with a truck -mounted drill rig. A Terracon field geologist recorded logs of the borings during the drilling operations. Disturbed soil samples were obtained from the borings at various depths. Descriptions of the materials encountered are indicated on the borings logs. Laboratory Testing Samples obtained during the field exploration were taken to the laboratory where they were visually classified in general accordance with the Unified Soil Classification System (described in Appendix B). Representative soil samples were selected for testing to determine the engineering and physical properties of the soil. Laboratory tests conducted and a brief description of the purpose of each test are listed below. The results of the laboratory tests are included on the boring logs in Appendix A. TABLE 1 — LABORATORY TESTING Tests Conducted To Determine ural Moisture Content Moisture content representative of field conditions at the time samples were taken. kGrainSize Distribution Size and distribution of soil particles. cent Passing No. 200 Sieve Amount of clay and silt in a sample. erberg Limits The plasticity of silt and clay; used for classification. R-Value Indicator of subgrade strength for use in pavement design. SITE CONDITIONS At the time of our exploration, the approximately 30-acre site was generally vacant and consisted primarily of relatively flat agricultural ground. McMillan and Black Cat Roads border the site on the north and east, respectively. Agricultural land borders the site to the west and south. A dirt access road parallels the western property line. Residences were located near the northeast and southeast corners of the site. Several ditches and canals were present at the time of our field work. Site features are shown on Figure 2 in Appendix A. 2 �. Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 SUBSURFACE CONDITIONS Soil Conditions The subsurface conditions encountered at the boring locations are indicated on the individual logs included in Appendix A. Stratification boundaries on the logs represent the approximate depths of changes in soil types; in situ, the transition between materials may be gradual. The native near surface soils generally consisted of clay and silt with varying amounts of sand. These soils were underlain by a weakly to moderately cemented layer (caliche) that was about 2 to 3.5 feet in thickness. The caliche was underlain by well to poorly graded gravel with mixtures of silt and sand that extended to the maximum depth explored of about 15 feet. Groundwater Conditions The borings were monitored during excavation for the presence of groundwater. Groundwater was encountered in five of the borings during our field work at depths ranging from about 7.6 to 8.9 feet. Fluctuations of the depth to groundwater may occur due to seasonal variations in the amount of irrigation, rainfall, snowfall, runoff, the water level in nearby canals, and other factors not evident at the time the borings were drilled. Evaluation of these factors is beyond the scope of this exploration. PERCOLATION TEST RESULTS The percolation tests were performed in the borings by means of a PVC pipe. The tests were performed in general accordance with the procedures outlined in the Department of Environmental Quality, Technical Guidance Manual with the exception of the close proximity of the water table below the bottom of the percolation test. The tests resulted in the following measured field percolation rates. TABLE 2 PERCOLATION TEST RESULTS Borings Depth (ft) Soil Classification Measured Rate (minutes per inch) 13-2A 6.8 Gravel with Sand < 1 13-3A 6.2 Well Graded Gravel with Silt and Sand < 1 B-4A 4.4 Poorly Graded Gravel with Silt and Sand 9 3 �.. Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 Weakly to moderately cemented soils were encountered in the borings between depths of about 2 to 4.5 feet in most borings. These soils are not expected to provide adequate drainage for the storm water infiltration systems. Discharging storm water runoff into these soils may result in ponded water and flooding of adjacent areas/facilities. We recommend silts, clays, and cemented soils be overexcavated to uncemented gravel with sand in the areas of the stormwater infiltration system. Approved backfill should be placed between the storm water infiltration systems and the native, uncemented, gravel with sand layers. The type and thickness of backfill should be determined by the designer of the storm water infiltration system. The measured test rates are not intended to be design infiltration rates. An appropriate factor of safety should be applied to the measured rates for use in design. The infiltration rate of the system may be affected by many factors, such as those discussed below, which should also be considered in selection of an infiltration rate for design. Water Quality - The percolation test was performed with clear water, whereas the storm runoff will likely not be clear, but may be contaminated with organics, fines, and grease/oil. The presence of these deleterious materials will tend to decrease the rate at which water percolates from the infiltration system. Design of the storm water infiltration system should account for the presence of these materials, or should incorporate structures/devices to remove these deleterious materials. With time, we anticipate the bottom of the infiltration system will tend to become plugged with organics, sediments, and other debris. Long term maintenance will likely be required to remove these deleterious materials to help prevent decreases in actual percolation rates. Soil Variability - Based on the soils encountered in our borings, we expect the percolation rates of the soils could be slower than that measured in the field due to variations in soil type, fines content, and cementation. In addition, the percolation rate of the backfill may be slower than that of the native, uncemented gravel with sand. PAVEMENT A preliminary pavement section was developed for estimating purposes and is presented below. The pavement section was determined using Ada County Highway District (ACHD) design method. A traffic index of 6.0 for residential streets was used to design the pavement section. An R-value test performed on a sample of silt obtained from boring B-1 resulted in an R-value of 16 which was used in preliminary pavement section design. The preliminary pavement section is presented below in Table 3. 4 Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 TABLE 3 - PRELIMINARY ASPHALT PAVEMENT SECTION Assumed Asphalt Base Granular Total Traffic Index R-Value (in) (in) Subbase Thickness in in 6.0 16 3.0 4.0 9.5 16.5 Granular subbase should be 6-inch minus uncrushed aggregate conforming to Section 801 of the Idaho Standards for Public Works Construction (ISPWC). Base course aggregate should be'/ -inch Type I conforming to Section 802 of the ISPWC. The subbase and base aggregates should be moisture conditioned to near optimum moisture content, placed in uniform lifts not exceeding 9 inches when loose, and then compacted to at least 95 percent of the maximum dry density as determined by AASHTO T-99. Asphalt concrete should be '/-inch, Class II plant mix conforming to the requirements of Section 810 of the ISPWC. GENERAL COMMENTS Our services do not include recommendations for constructing residences or other facilities on the site. Specific geotechnical explorations should be performed for individual building sites and roadways to determine site specific design parameters and recommendations for foundation and slab support systems, and construction methods. Terracon should be retained to review the final design plans and specifications for the storm water infiltration system so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications of these systems. Terracon also should be retained to provide observation and testing services during construction of these systems. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or '61 �... Black Cat and McMillan Road Residential Development Terracon Terracon Project No. 62065031A January 8, 2008 identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. A APPENDIX A m M: s z U) w< w w� 0 J 71r Q U U -a C) a Q U c J J m m 0 O U > z c E z O O U U Q � is E E O z a o I X O C _ O7 � LU a _o Ca .3 co N L N C O (d M C� p N C O o O - O � '� W cp UO O (a 3 a m II. O II Z J Z N m chfa y c m N W � p� o O �U � I � x W m I a z a J m O Z O x O m oa o N C O) Q _ o1.2 1 1= JA m ti J C m < m p ao ui Li _I � L+ t.^y_ i. •�� ���\`\ !� t ice: t , WMILLAN - -- - - _ LEMP CANAL SITE •t �'- . ... _... _ A. .fir �� _ n r FIVEMILE CREEK Ili 0 300 600 feet rBASED ON 2003 AERIAL PHOTOGRAPH FROM The Ada County Assessors Office DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES FIGURE 2 — SITE DIAGRAM McMillan and Black Cat Development Meridian, Idaho Proj. Mngr: MBF lrerracon Proj. # 62065031A Designed by: BLP 11849 W. Executive FN: Figure2.ppt Drive, Suite G Drawn by: BLP Boise, Idaho 83713 Date:12//19/07 LOG OF BORING NO. B-1 Page 1 of 1 CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS W F > x _ c�a > W `> o U } G �C7 o DESCRIPTION U _ z� w wJ wJ N O WW Q W Q � Approx. Surface Elev.: 2541.4 ft w o a Q cn O w X �0 U) m WOf QO 3: U w� �� ¢ J ? o aZ z 0.5 Topsoil: Silt; stiff, moist, brown 2540.9 SS 0.9 13 16 Silt; stiff, moist, brown 2 SS 0.9 15 27 V / N 111 3.5 2537.9 Sandy Silt; very stiff, moist, brown 4.5 2536.9 4 Silty Sand; medium dense, moist to wet, caliche fragments, brown SS 1.2 22 6 Sz SS 0.6 50/0.4 8.5 2532.9 8 ° Gravel with Silt and Sand; very dense, wet, brown 0 ° 10 SS 1.0 68 0 ° 0 12 ° o SS 1.2 56 ° 14 2527.4 BOTTOM OF BORING 2-inch PVC installed to 12.5 feet s 7.5 feet to 12.5 feet slotted s i The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft BORING STARTED 12-14-07 7'6 1 BORING COMPLETED 12-14-07 Irerracon IWWL RIG CME-750 LOGGED BY BLIP APPROVED MBF JOB # 62065031A LOG OF BORING NO. B-2 Page 1 of 1 CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS W CL _ �a LU > W U) U 0 DESCRIPTION = a = W W > Zv z d'W M N UW a UU Fp �z W~ z a~ c� Approx. Surface Elev.: 2539.7 ft o U) X U) m a= o z { '.. ` 0.5 Topsoil: Clay; medium stiff, moist, brown 2539.2 SS 1.1 8 Clay; stiff, moist, brown 2 2537.7 2 Silty Sand; medium dense, moist, weakly cemented, brown SS 1.3 24 4 SS 1.3 60 6 2533.7 6 Silty Sand with Gravel; very dense, moist, 7 brown 2532.7 Q, Gravel with Sand; very dense, moist to op wet, brown SS 0.7 50/0.4 $ o �o o � � 9.5 2530.2 Gravel with Silt and Sand; very dense, wet, o 0 brown 10 SS 1.0 70 0 12.5 2527.2 12 Qo Gravel with Sand; very dense, wet, brown SS 1.5 78 op Sand lense at 12.5 feet 14 2525.7 14 BOTTOM OF BORING 2-inch PVC installed to 12.5 feet s 7.5 feet to 12.5 feet slotted i i The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft BORING STARTED 12-14-07 Q 8.9 1 BORING COMPLETED 12-14-07 1rerracon IWWL Y 3z RIG CME-750 LOGLED BY BLIP APPROVED MBF JOB # 62065031A LOG OF BORING NO. B-2A Page 1 of 1 FSITE PROJECT Coleman Communities Black Cat and McMillan Residential Development Ada County, ID SAMPLES TESTS r 0a o U a= DESCRIPTION > Z� z OfW mJ N WW o < LU Mm �° 11� C6 w� Q o ? g� ZW 0.5 Topsoil: — ---t Clay; medium stiff, moist, brown 77-1 Clay; stiff, moist, brown Silt; stiff to hard, moist, weakly cemented to 4.5, brown 2 4 SS I 1.3 1 36 T07.8 SS 1.0 75 Gravel with Sand; very dense, moist, brown 6 SS 0.7 50/0 BOTTOM OF BORING - - __r 3-inch PVC installed to 7 feet for percolation test The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. V n WATER LEVEL DEPTH(S), ft BORING STARTED 12-14-07 WL NE 1 BORING COMPLETED 12-14-07 WL Irerraconi RIG CME-750 LOGGED BYrBLP WL APPROVED MBF JOB # 62065031A LOG OF BORING NO. B-3 Page 1 of 1 CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS a o �a w > w <n a c7 DESCRIPTION F > F w J o N w W _ a.a. � o > o ZCn 0 o'w �z Wui w� O z U� ar 0 Approx. Surface Elev.: 2538.2 ft W � m o Q� z 0.5 Topsoil: Clay with Sand; soft, moist, brown 2537.7 SS 1.2 25 23 Clayey Sand; medium dense, moist, caliche fragments, brown 2 2536.2 2 Silt; medium dense, moist, brown SS 1.3 43 3.5 2534.7 4 4 Sand with Silt and Gravel; dense, moist, 2534.2 brown Gravel with Sand; very dense, slightly Or3 moist to wet, brown SS 0.9 56 o � 6 O ° 7 2531.2 Gravel with Silt and Sand; very dense, wet, SS 1.1 90 obrown 8 0 0 ° 10 SS 1.3 88 0 ° 0 ° 12 12.9 2525.3 SS 0.6 50/0.4 BOTTOM OF BORING 2-inch PVC installed to 12.5 feet 7.5 feet to 12.5 feet slotted 4 0 9 L C Y L L t The stratification lines represent the approximate boundary lines D between soil and rock types: in -situ, the transition may be gradual. n WATER LEVEL DEPT711rerracon BORING STARTED 12-14-07 8 1 ROBING 14B-OP WL CME-750EDLOGGED BY WL APPROVED MBF JOB # 62065031A n LOG OF BORING NO. B-3A Page 1 of 1 CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS LU DESCRIPTION } } 0 n W o fl o= U _ W W > Z� Z �W mJ N OW LU O v a— U' N fam > >O Q� o Z� { '. `. 0 5 Topsoil: Clay with Sand; soft, moist, brown Clay; stiff to medium stiff, moist, brown 2 SS 1.2 8 3.5 Sandy Clay; medium stiff to stiff, moist, brown 4 5 Well Graded Gravel with Silt and Sand; SS 1.0 35 dense to very dense, slightly moist, brown • 6 • SZ SS 1.2 60 7 10 $ • 9 BOTTOM OF BORING 3-inch PVC installed to 7.5 feet for percolation test The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft Irerracon BORING STARTED 12-14-07 WL Q 7.9 t BORING COMPLETED 12-14-07 WL RIG CME-750 LOGGED BY BLP WELL APPROVED MBF JOB # 62065031A LOG OF BORINGG NO. B-4 Page 1 of 1 CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS LU DESCRIPTION Li r r �a W o fl } F p= W W Z W J N W W o of H a O Z� O w� z MU) W H O Q� Approx. Surface Elev.: 2537.5 ft o < LU m < o a Topsoil: Clay; medium stiff to stiff, moist, SS 1.3 15 1 brown 2536.5 Sandy Silt; stiff, moist, weakly cemented, 2 brown 2535.5 2 Silty Sand; very dense, moist, moderately to weakly cemented, brown SS 1.1 50/0.5 .4 2533.5 4 lil*' Q, Gravel with Sand; very dense to dense, moist, brown SS 1.0 76 o 6 QQ ° Qo SS 1.2 40 EO� ° e° SZ $ oO D ° Qa o 9.8 2527.7 10 Gravel with Silt and Sand; very dense, wet, SS 1.2 73 ° brown 0 0 O 12— LZ 12.9 2524.6 SS 0.4 50/0.4 BOTTOM OF BORING 2-inch PVC installed to 12.5 feet 7.5 feet to 12.5 feet slotted The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft Irerracon BORINGG STARTED 12-14-07 �7.9 i BORINGG COMPLETED 12-14-07 LWWLL � - � - RIG CME-750 LOGGED BY BLIP APPROVED MBF JOB # 62065031A LOG OF BORING NO. B-4A Page 1 of 1 CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS LU > W U } C- CD DESCRIPTION CL � F w a o o� d = W W > Zrn Z o_W mJ 01U) N O UW W Q W d_ QO H V aZ z� 0 o cn of cnm 0 a5 � Topsoil: Clay; medium stiff, moist, brown 1 Silt with Sand; stiff, moist, brown 2 2 Silty Sand; very dense, moist, moderately to weakly cemented, brown SS 0.9 50/0.4 :'.4 4 Poorly Graded Gravel with Silt and Sand; ° very dense, slightly moist, brown 0 SS 0.9 52 3 8 0 6.5 6 BOTTOM OF BORING Installed 3-inch PVC for percolation test The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft arraconRIG BORING STARTED 12-14-07 Q NE 1 BORING COMPLETED 12-14-07 L CME-750 LOGGED BY BLP APPROVED MBF JOB # 62065031A 'I — LOG OF BORING NO. B-5 Page 1 of 1 CLIENT PROJECT Coleman Communities Black Cat and McMillan SITE Residential Development Ada County, ID SAMPLES TESTS W U W fl DESCRIPTION o oT_ CJ a W i w 'o z� Z Of wr m J LU� N o U lL g� af w Q w a_j QO �� z az Approx. Surface Elev.: 2539.2 ft o cn W (n m 3: L) a z Topsoil: Clay; medium stiff to stiff, moist, 0.5 P Y; 2538.7 brown SS 1.2 9 26 Clay; stiff, moist, dark brown 2 2537.2 2 Clay with Sand; stiff, moist, brown SS 1.1 39 3 2536.2 Sand with Silt; dense, moist, weakly to moderately cemented, brown 4 4.5 2534.7 ° Gravel with Sand; very dense to dense, SS 1.0 54 slightly moist, brown OD 6 OD SS 0.7 43 oOD 8 � o D Q o Q° OD 10 SS 0.9 43 OD 12 OD ° 3° OD 14 o Q° o D 15 2524.2 Sand with Gravel; medium dense, wet, SS 1.2 29 brown 16 16.5 2522.7 BOTTOM OF BORING 2-inch PVC installed to 15 feet The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL DEPTH(S), ft re rr acon BORING STARTED 12-14-07 � 8.8 t BORING COMPLETED 12-14-07 WL T RIG CME-750 LOGGED BY BLP WELWL L APPROVED MBF JOB # 62065031A 1" 3/4" 1/2"3/8" #4 #10 #20 #40 #W 00 #200 100 i 90 I 80 70 TF i 60 m U_ T c 50 J a 40 30 20 10 0 1000.00 100.00 10.00 1.00 0.10 0.01 Particle Diameter (mm) Sieve I Opening (mm) % Passing Specification Job Name: Coleman Communities 1" 25.400 100 - Job Number: 62065031A 3/4" 19.050 81 - Sample Identification: B-3A @ 7.5-9.0' 1/2" 12.700 67 Tested By: JKG 3/8" 9.525 59 Date Received: 12/24/2007 No. 4 4.750 48 - Date of Test: 12/29/2007 No. 10 2.000 39 - Sample Number: L07-204 No.20 0.850 29 - Notes: - No. 40 0.425 21 - In -situ moisture 6.8% No.80 0.180 14 No. 100 0.150 13 No.200 1 0.075 9.7 1_ Irerracon U U 100 V 3/4" 1/2"3/8" #4 #10 #20 #40 #SU 00 #200 90 I I 80 70 60 i u- c 50 li J a> a� a 40 30 20 I 10 I 0 1000.00 100.00 10.00 1.00 0.10 0.01 Particle Diameter (mm) Sieve I Opening (mm) % Passing Specification Job Name: Coleman Communities 1" 25.400 100 - Job Number: 62065031A 3/4" 19.050 71 - Sample Identification: B-4A @ 5.0-6.5' 1/2" 12.700 61 - Tested By: JKG 3/8" 9.525 56 - Date Received: 12/24/2007 No. 4 No. 10 No.20 4.750 2.000 0.850 42 34 28 - Date of Test: - Sample Number: - Notes: 12/29/2007 L07-204 - No. 40 No.80 0.425 0.180 22 13 - In -situ moisture - 3.3% No.100 0.150 11 - No.200 0.075 7.9 - Irerracon APPENDIX B GENERAL NOTES DRILLING & SAMPLING SYMBOLS: SS: Split Spoon - 1 3/8" I.D., 2" O.D., unless otherwise noted HS: Hollow Stem Auger ST: Thin -Walled Tube - 2" O.D., unless otherwise noted PA: Power Auger RS: Ring Sampler- 2.42" I.D., 3" O.D., unless otherwise noted HA: Hand Auger DB: Diamond Bit Coring - 4", N, B RB: Rock Bit BS: Bulk Sample or Auger Sample WB: Wash Boring or Mud Rotary The number of blows required to advance a standard 2-inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18-inch penetration with a 140-pound hammer falling 30 inches is considered the "Standard Penetration" or "N-value". WATER LEVEL MEASUREMENT SYMBOLS: WL: Water Level WS: While Sampling N/E: Not Encountered WCI: Wet Cave in WD: While Drilling DCI: Dry Cave in BCR: Before Casing Removal AB: After Boring ACR: After Casing Removal Water levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at other times and other locations across the site could vary. In pervious soils, the indicated levels may reflect the location of groundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short-term observations. DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS Standard Unconfined Penetration or Compressive N-value (SS) Strength, Qu, psf Blows/Ft. Consistency < 500 <2 Very Soft 500 — 1,000 2-3 Soft 1,001 — 2,000 4-6 Medium Stiff 2,001 — 4,000 7-12 Stiff 4,001 — 8,000 13-26 Very Stiff 8, 000+ 26+ Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents Dry Weight Trace < 15 With 15 — 29 Modifier > 30 RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of other Percent of constituents Dry Weight Trace < 5 With 5-12 Modifiers > 12 RELATIVE DENSITY OF COARSE -GRAINED SOILS Standard Penetration or N-value (SS) Blows/Ft. 0-3 4-9 10-29 30 — 49 50+ Relative Densitv Very Loose Loose Medium Dense Dense Very Dense GRAIN SIZE TERMINOLOGY Major Component Particle Size of Sample Boulders Over 12 in. (300mm) Cobbles 12 in. to 3 in. (300mm to 75 mm) Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to #200 sieve (4.75mm to 0.075mm) Silt or Clay Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTION Term Plasticity Index Non -plastic 0 Low 1-10 Medium 11-30 High 30+ � Irerracon UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests' Coarse Grained Soils Gravels Clean Gravels More than 50% retained More than 50% of coarse Less than 5% fines° fraction retained on on No. 200 sieve No. 4 sieve Gravels with Fines More than 12% fines° Sands 50% or more of coarse fraction passes No. 4 sieve Clean Sands Less than 5% fines° Sands with Fines More than 12% fines° Fine -Grained Soils Silts and Clays inorganic 50% or more passes the Liquid limit less than 50 No. 200 sieve organic Silts and Clays inorganic Liquid limit 50 or more organic Group Cu >_ 4 and 1 < Cc < 3E Symbol GW Cu < 4 and/or 1 > Cc > 3E GP Fines classify as ML or MH GM Fines classify as CL or CH GC Cu > 6 and 1 < Cc < 3E SW Cu < 6 and/or 1 > Cc > 3E SP Fines classify as ML or MH SM Fines Classify as CL or CH Sc PI > 7 and plots on or above "A" line' CL PI < 4 or plots below "A" line' ML Liquid limit - oven dried < 0.75 Liquid limit - not dried OL PI plots on or above "A" line CH PI lots below "A" line MH Liquid limit - oven dried < 0 75 OH Soil Classification Group Name' Well -graded gravel' Poorly graded gravel` Silty gravel`s " Clayey gravel°GH Well -graded sand' Poorly graded sand' Silty sand"' Clayey sand' Lean clayKLM SiltK.L,M Organic clayKLMN Organic siltKL•M,o Fat clayK`M Elastic SiltK&M Organic clayKLM1 Liquid limit - not dried Organic siltKLM,o Highly organic soils Primarily organic matter, dark in color, and organic odor PT Peat "Based on the material passing the 3-in. (75-mm) sieve e "If fines are organic, add 'With organic fines" to group name. If field sample contained cobbles or boulders, or both, add "with cobbles boulders, or both" to group name. If soil contains > 15% gravel, add 'With gravel" to group name. J cor Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. Klf gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly soil contains 15 to 29% plus No. 200, add "with sand" or "with graded gravel with silt, GP -GC poorly graded gravel with clay. gravel," whichever is predominant. °Sands with 5 to 12% fines require dual symbols: SW-SM well -graded If soil contains > 30%plus No. 200 predominantly sand, add "sandy" to group name. sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay nn If soil contains >_ 30% plus No. 200, predominantly gravel, 2 ECU Dao add "gravelly" to group name. "PI = D60/Dio Cc = >_ 4 and plots on or above "A" line. Dio x D6o o PI < 4 or plots below "A" line. F If soil contains >_ 15% sand, add "with sand" to group name. PPI plots on or above "A" line. olf fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. o PI plots below "A" line. 6( 5( a W 4C Z 30 U Q 20 J d For classification of fine-grained soils and fine-grained fraction of coarse -grained soils Equation of "A" -line Horizontal at PI=4 to LL=25.5. then PI=0.73 (LL-20) `tee e hoc CJ 0� Equation of "U" - line Vertical at LL=16 to PI=7, then PI=0.9 (LL-8) Off' cc G MH or OH , C-- CL - M ML or OL 10 7 4 0 0 MI w 711i cv 30 40 50 60 70 80 90 100 110 LIQUID LIMIT (LL) Irerracon 14- N RUT 7 f 11T- An 22i< _j -WT ScW 3 tb ob Lf 2!3 - SECTION 28, UN R 1 7Z FY\ RUT 2 7 EK: RUT 14 0 i When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 3 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9,00 3 BOIR IDANo 01/14/05 03:25 PM DEPUTY Bnnie RE ORDED° REQUEST OFg III lllllllllllllllll((IIIIIIIIIII I I(I Tranllallm Tllle 105005602 SPECIAL WARRANTY DEED Special Warranty Deed made this Li L-day of January, 2005, between Wayne F. Newbill and Jeanne C.K. Newbill, husband and wife ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents (S 10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the SW 1/4 of the NE '/ of Section 28, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof; and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page 1 ;W Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Wayne F. Newbill c—J - C"L e C.K.. Newbill STATE OF IDAHO ) ) ss. County of Ada) On this X-ti, day of January, 2005, before me, the undersigned, a Notary Public in and for said state, personally appeared Wayne F. Newbill and Jeanne C.K. Newbill, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. SPECIAL WARRANTY DEED - Page 2 NOTARY PUBLIC for Idaho Residing at �' f Li 6s2, My commission exp res: it Is M e O . 7 NO?- 4 7� sLIC ,',�0� %D �NO,'r• ��nnua� SCHEDULE (to Special Warranty Deed) A parcel of land being a portion of the Southwest quarter of the Northeast quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 2 inch iron pipe marking the C 1/4 corner of said Section 28; thence along the North -South centerline of said Section 28 North 00043158" East 625.84 feet (formerly described as North 00014/53/, East 626.00 feet) to a 5/8 inch iron pin; thence South 77058,14" East 1338.14 feet (formerly described as South 78027,19" East 1338.01 feet) to a 5/8 inch iron pin on the East boundary line of the Southwest quarter of the Northeast quarter of said Section 28; thence along said East boundary line South 00036134" West 361.82 feet (formerly described as South 00007'29" West 362.00 feet) to a 5/8 inch iron pin on East-West centerline of said Section 28; thence along said East-West centerline North 89020,59" West 1312.99 feet (formerly described as North 89050,05" West 1312.87 feet) to the POINT OF BEGINNING. ' ADA COUNTY RECOADER J. DAVID NAVAflRO l BOISE IDAHO OYE2/06 04.21 PM AMOUNT 15,00 5 l RECORDED REQUEST QF T — i ranrnaBon Title 106843736 I This sheet has been added to document to accommodate recording information. AUA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9,00 3 80$E IDAHO 01/10/06 04:36 PM DEPUTY Vicki Allen �,a THIS INSTRUMENT .FILER. FOR RECORD BY RE;I190ED—REQUEST OF �'�" �� ;� TRANSNATION TITLE d ESCROW, INC. AS AN Transnation Tille 1,3600477112; ACCOMMODATION ONLY. IT HAS NOT BEEN EXAMINED AS TO ITS EXECUTION OR AS TO ITS k%l� -Z 16 -70 AFFECT UPON THE TILE. Escrow No. 0500029631 THIS QUITCLAIM DEED IS BEING RE —RECORDED TO CORRECT THE LEGAL, DESCRIPTION QUITCLAIM DEED FOR VALUE RECEIVED MAUREEN WOOD, a single person do(es) hereby convey, release and forever quitclaim unto: NORPAC, LLC, an Idaho limited liability company whose current address is: 1206 Coast Village Cir. Ste G Santa Barbara CA 93108 the following described premises, to -wit: SEE EXHIBIT "A" ATTACHED (Continued) Date: January 3, 2006 I i ur en Wood I Notary Acknowledgment - see page 2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Californiia,, 1 County of CAN } ss. before me S%'Iw4,Pr or. A �.. am re. d 0ncr I.e. •.rM ao., uoury m4�c1 '—% personally appeared _ "gakSee c�J /rn Na"(s) of Signer(sl 0 personally known to me X proved to me on the basis of satisfactory evidence to be the person) whose name( is/ag subscribed to the within instrument and P03R M M. STEWART acknowledged to me that)*/sheRlgy executed C =gWon 01482062 the same in Klher/IrWir authorized .� NolarVh t.Cpllillmnip capacity(Ws), and that by 09/her/trA Santo (labors County - signatureO) on the instrument the person(, or My Comm.ExpYesApr 12.2008 the entity upon behalf of which the persor�.lw acted, executed the instrument. WITAlmy hand and official se�ln 1/ J4, r i a OPTIONAL Though the fnlormahon below is trot required by law, it may prove valuable to persons relying on the document and Mould prevent fraudulent removal and reattachmen(ol this loan to anolher document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer Signer's Name: ❑ Individual ❑ Corporate Officer — Title(s): Too of Thumb here ❑ Partner — ❑ Limited C General ❑ Attorney -in -Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing:_ C 1999 N"W WM AYsdobn • 9050 De Sote A.. R0. 8.2402 - OhabwOnh. CA 91 Jt0.2,02 • w nalionelne(Aryerg shod. %. 5907 q corder. Call TalFrye 1,900-8763627 AL mm aEXCEPT THEREFROM that Portion of said land described as follows: Cocing at the Northeast corner of said South half of the Southeast quarter of ih Northeast quarter of Section 29, the REA POINT OF BEGINNING; thence along the Easterly line of said Section 28 South 0°02 East 230 feet to a Point; thence South 89°5B' West 1136.34 feet to a point; thence North 0°09'15" ast 230 feet to a point on the Northerly line of the South half of the Sou theast quarter of the Northeast quarter; thenc•� North 89°58'30" Eas 1135.34 feet to the REAL POINT OF BEGINNING. EXHIBIT "A" EXHIBIT "Ate The South half of the Southeast quarter of the Northeast quarter of Section 28, Township 4 North, Range I West, Boise Meridian, Ada County, Idaho. EXCEPT THEREFROM the South 215 feet thereof. ALSO EXCEPT THEREFROM that portion of said land described as follows: Commencing at the Northeast corner of said South half of the Southeast quarter of the Northeast quarter of Section 28, the REAL POINT OF BEGINNING; thence along the Easterly line of said Section 28 Scuth 0002, East 230 feet to a point; thence Scuth 89058'301- West 1136.34 feet to a Point; thence 0 feet half NcrthofothelSoutheast5" East 3quartertof athe1Northeast qunt on the Noa terrer; line of the South thence North 89058'3011 East 1136.34 feet to the REAL POINT OFBEGINNING. U/-1 GOD e-1,PLv03AX-, <1 When recorded, return to: ADA IOISE 10 COUNTY QAIEIUO5 a2s P� Y`�RAO AMOUNT 12.00 Norpac, L.L.C. DEPUTY Bonnie Oberbiilig 4 5251 Office Park Dr., Suite 350 RECORDED -REQUEST OF NI lINlIIIIItII�IiIIIIIUIIIlIII �Il Bakersfield, CA 93309 Traninallon Title 105065600 Mail Tax Statements to. Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 C, (-/9-170 SPECIAL WARRANTY DEED Special Warranty Deed made this -2 day o9D wab�r-,2084' between Dale E. Bentley P and Terri Lynn Bentley, husband and wife ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the N % of the SW '/, of Section 28, T4N, RI W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except a expressly provided otherwise herein, including, but not limited to all water rights, water shares and. other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page I Grantee and that such estate is at the time of the execution of this irstrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date subject instrument. GRANT Dale E. Bentley u t STATE OF IDAHO Terri Lynn Bentley ) ss. County of Ada) On this 2 day of-Desefber, 204, before me, the undersigned, a Notary Public in and for said state, personally appeared Dale E. Bentley and Terri Lynn Bentley, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. I NOTAR PUBLIC for Idaho Residing at � SCE My commission; p b 4d �.AV IOTA; p �r0 co O� of �9t' ••• SPECIAL WARRANTY DEED - Page 2 SCHEDULE (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion c-7 North half of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at an aluminum cap monument marking the W 1/4 corner of said Section 28; thence along the North boundary line of -the Southwest quarter of said Section 28 South 89021,17" East, 1311.11 feet to a 5/8 inch iron pin marking the CW 1/16 corner of said Section 28; thence leaving said North boundary line South 00052112" West, 16.99 feet (formerly described as South 00020,031, West) to a 5/8 inch iron pin; thence South 89014'34" East, 789.50 feet (formerly described as South 89046'37" East, 789.39 feet) to a 5/8 inch iron pin; thence North 64003'54" East, 27.64 feet (formerly described as North 63031151" East) to a 5/8 inch iron pin; thence South 86053'48" East, 189.53 feet (formerly described as South 87025,51" East) to a 5/8 inch iron pin; thence North 89014'51" East, 20.04 feet (formerly described as North 88°42'48" East) to a 5/8 inch iron pin; thence South 70027150" East, 25.64 feet (formerly described as South 70059,531, East) to a 5/8 inch iron pin; thence South 81000'03" East, 36.69 feet (formerly described as South 81032106" East) to a 5/8 inch iron pin; thence South 88050'13" East, 85.57 feet (formerly described as South 89022,161, East) to a 5/8 inch iron pin; thence South 86014'58" East, 63.62 feet (formerly described as South 86047/01/, East) to a 5/8 inch iron pin; thence North 89018'3711 East, 45.49 feet (formerly described as North 880461341, East) to a 5/8 inch iron pin; thence South 780071471, East, 19.68 feet (formerly described as South 78039'50" East) to a 5/8 inch iron pin; thence North 53005'44" East, 16.53 feet (formerly described as North 52033'411' East) to 5/8 inch iron pin on the North -South centerline of said Section 28; thence along said North -South centerline South 00043'42" West, 1292.76 feet to a 5/8 inch iron pin marking the CS 1/16 corner of said Section 28; thence along the South boundary line of the North half of the Southwest quarter of said Section 28 North 89018'59" West, 2178.73 feet to a 5/8 inch iron pin; thence leaving said South boundary line North 01000'42" East, 774.71 feet (formerly described as North, 774.4 feet) to a 5/8 inch iron pin; thence North 89021,171, West, 450.00 feet to a 5/8 inch iron pin on the West boundary line of said Section 28; thence along said West boundary line North 01000'42" East, 540.97 feet to the POINT OF BEGINNING. ;I When recorded, return to: ADD COUNTY 0 01F1! 05EA J, p�D �VAARO AMOUNT 12.00 4 5251Norpac, Office DEPUTY Ronnie UESTObarlliy IIIIIlII�l�II1�II�1'I��I�I���III'�'�� 5251 Office Park Dr., Suite 350 AEl;ORDED-AEOUEST OF Bakersfield, CA 93309 Tratitnedon Tlllo 195005590 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 SPECIAL WARRANTY DEED Special Warranty Deed made this day of December, 2004, between Timothy R. Allen and Eileen K. Allen, husband and wife ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the S %Z of the SW '/. of Section 28, T4N, R I W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and Profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed same estate to an � d the Y Person other than SPECIAL WARRANTY DEED - Page I Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Timothy . Allen !,( -7C 196Q ,� Eileen K. Allen STATE OF IDAHO ) ) ss. County of Ada) On this 40 day of December, 2004, before me, the undersigned, a Notary Public in and for said state, personally appeared Timothy R. Allen and Eileen K. Allen, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have h set my haAd and ixe y official seal the day and year in this certificate first above writt n. '' •••'•'•• NOTARY PUBLIC for Idaho 6 Residing at o e) le > My commission expires: ram: •.• 0,� Of Wftl bn 80K 11.12.2010 SPECIAL WARRANTY DEED - Page 2 SCHEDULEI 00 Special Warranty Dced) SPECIAL WARRANTY DEED - Pap 3 6�1 A parcel of land being a portion of the South half of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 5/8 inch iron pin marking the Southwest corner of said Section 28; thence along the West boundary line of said Section 28 North 01000'42" East 323.00 feet (formerly described as North 01001'01" East) to a 5/8 inch iron pin; thence leaving said West boundary line South 89016149" East 812.00 feet (formerly described as South 89016134" East) to a 5/8 inch iron pin; thence South 01000'42" West 323.00 feet (formerly described as South 01001'01" West) to a 5/8 inch iron pin on the South boundary line of said Section 28; thence along said South boundary line North 89016'49" West 812.00 feet (formerly described as North 89016,34" West) to the POINT OF BEGINNING. V-1997 L105ggNb When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 3 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 12.80 1 BOISE IDAHO 01/14/05 03:25 PM DEPUTY RECORDED -"REQUEST OF(I(Ii(IIIIIIIII�IIiIIIIIII(IIIII IIII Trahmalion TA 105005595 t�, &Lf 00 SPECIAL WARRANTY DEED Special Warranty Deed made this, day ofDecember, 2004, between Richard E. Allen, an unmarried man ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents (S 10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these _ presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the SW %, of the SW '/ of Section 28, T4N, R l W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof; and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. SPECIAL WARRANTY DEED - Page I Grantor warrants that Grantor has not conveyed the same estate to any person other than Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Richard E. Allen STATE OF IDAHO ) ) ss. County of Ada) On this 3'0 day of December, 2004, before me, the undersigned, a Notary Public in and for said state, personally appeared Richard E. Allen, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they ex feefiled the same. IN WITNESS WHEREOF, I have hereunto sy t my hand ed my official seal the day and year in this certificate first above written. / i yid is 1 T Y PUBLIC for Idaho :y: o ! i o : z ' Residing at '�% * : My commission expires: Alp CannOM MOK it•12Qto SPECIAL WARRANTY DEED - Page 2 SCHEDULEI (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 C)A parcel of land being a portion of the Southwest quarter of the Southwest Iquarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a 5/8 inch iron pin marking the Southwest corner of said Section 28; thence along the South boundary line of said -Section 28 South 89016'49" East, 812.00 feet to a 5/8 inch iron pin marking the REAL POINT OF BEGINNING; thence leaving said South boundary line North 01000'42" East, 658.00 feet; thence South 89016'49" East, 429.65 feet; thence South 01000'42" West, 658.00 feet to a point on the South boundary line of said Section 28; thence along said South boundary line North 890161491, West, 429.65 feet to the REAL POINT OF BEGINNING. oK 00l7t,,jP5gj1)b r When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 �a� � y ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 1100 BOISE IDAHO 01/11/05 DM PM DEPUTY Bonnie Ob OF III IIIIIII��I�IIiIUiIII�NII�I�INI RECORDED—REQUESUESTT OF Trananalm Title 105005596 SPECIAL WARRANTY DEED Special Warranty Deed made this,349 day of December, 2004, between Allen Family Properties, L.P., an Idaho limited partnership ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents (S 10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: i A portion of the S '/ of the SW '/. of Section 28, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page I Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Allen Family Properties, L.P. By Richard E. Allen, General Partner STATE OF IDAHO ) ) ss. County of Ada) On this %, day of December in the year of 2004, before me, the undersigned, a Notary Public in and for said State, personally appeared Richa E. Allen known or identified to me to be the General Partner of the partners in th partnership of All Family Properties, L.P. and the partner(s) who subscribed said partnership's nam to the foreting i, trument, and acknowledged to me that he executed the same in said pgr*rship nam J Residing at: My Commission Expires: SPECIAL WARRANTY DEED - Page 2 fto" in Wdft. WO Mires 11.12-MIC SCHEDULEI (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 •iT ..7 A parcel of land being a portion of the South half of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at a 5/8 inch iron pin marking the Southwest corner of said Section 28; thence along the West boundary line of said Section 28 North 01000'42" East, 323.00 feet to -a 5/8 inch iron pin marking the REAL POINT OF BEGINNING; thence continuing along said West boundary line North 0100014211 East, 992.38 feet to a PK nail marking the S 1/16 corner of said Section 28; thence along the North boundary line of the South half of the Southwest quarter of said Section 28 South 89018/59/1 East, 2367.43 feet; thence leaving said North boundary line South 00043'42" West, 1316.85 feet to a point on the South boundary line of said Section 28; thence along said South boundary line North 890161491, West, 1132.29 feet, thence leaving said South boundary line North 01000'42" East, 65B.00 feet; thence North 8901614911 West, 429.65 feet; thence South 010001421, West 335.00 feet; thence North 89016'49" West, 812.00 feet to the REAL POINT OF BEGINNING 0 00O7.V;% A 6 When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 1Y.00 4 VISE IDAHO 01/14/05 0a.3 ?M DEPUTY Dbabillip Ill lillilllllillUi�II�IIIIIi��lll��l RECORDED —REDDEST OF Transnalion Title 105005594 SPECIAL WARRANTY DEED * raj c)O Special Warranty Deed made this day of December, 2004, between REALLEN, LLC, an Idaho limited liability company ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the SE '/, of the SW '/. of Section 28, T4N, Rl W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof; and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. SPECIAL WARRANTY DEED - Page I A Grantor warrants that Grantor has not conveyed the same estate to any person other than Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. STATE OF IDAHO ) ss. County of Ada) On this �J day of December in the year s for said State, personall appeared Richard name is�I-subscribed t the within instrume t as ackno ]edged to that he exec ted th s Public GRANTOR: REALLEN,LLC 12�'f L� By Richard E. Allen, Managing Member 04, before me, the undersigned, a Notary Public in and �Iflen known or identified to me to be the person whose e Managing Member of REALLEN, LLC and as such Residing at: FAW4 In }lie. Wft My Commission Expires: gpkm 1142.00 SPECIAL WARRANTY DEED - Page 2 SCHEDULE (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion of the Southeast quarter of the Southwest quarter of Section 28, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 5/8 inch iron pin marking the South quarter corner of said Section 28; thence along the South boundary line of said Section 28 North 89016'4911 West, 261.30 feet; thence leaving said South boundary line North 00043142" East, 1316.85 feet to a point on the North boundary line of the Southeast quarter of the Southwest quarter of said Section 28; thence along said North boundary line South 89018'59" East, 261.30 feet to a 5/8 inch iron pin marking the CS 1/16 corner of said Section 28; thence along the North -South centerline of said Section 28 South 00043,42" West, 1317.02 feet to the POINT OF BEGINNING. When recorded, return to: Ncrpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 -7- - _ - - (n) ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 1.60 3 ROME IDAHO 01/14/05 03:25 PM EC Bonnie llp RI�I "I�II,��`II��I�I I'i�'II'IIIIII RECORDRD ED—REQUESTUEST Of 105@@5599 '1 Tranmation Title SPECIAL WARRANTY DEED Z Special Warranty Deed made this i�day of1)eser44er, 20C4, between Wayne F. Newbill and Jeanne CX Newbill, husband and wife ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A parcel of land being the W %, of the SE '/, of Section 28, T4N, R1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page I sW Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Wayne F. Newbill h4ine C.K.. Newbill STATE OF IDAHO ) ) ss. County of Ada) Km /D 1-14n57,Gdc'y On this 5�-* day of Deesm'-ff, 994, before me, the undersigned, a Notary Public in and for said state, personally appeared Wayne F. Newbill and Jeanne C.K NewbiIl, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. SPECIAL WARRANTY DEED - Page 2 i�r��ij7- � ✓r'S NOTARY PUBLIC for Idaho Residingat ,2 My commission expires: SCHEDULEI (to Special Warranty Deed) A parcel of land being the West half of the Southeast quarter of Section 28, Township 4 North, Range 1 West of the Boise Meridian, Ada County, Idaho more particularly described as follows: Beginning at a 5/8 inch iron pin marking the S 1/4 corner of said Section 28; thence along the North -South centerline of said Section 28 North 0004314211 East, 2634.13 feet to a 2 inch iron pipe marking the C 1/4 corner of said Section 28; thence along the East-West centerline of said Section 28 South 89020'59" East, 1312.99 feet to a 5/8 inch iron pin marking the CE 1/16 corner of said Section 28; thence along the East boundary line of the West half of the Southeast quarter of said Section 28 _ South 000371351, West, 2635.75 feet to a 5/8 inch iron pin on the South boundary line of said Section 28; thence along said South boundary line North 890161451, West, 1317.68 feet to the POINT OF BEGINNING. When recorded, return to: AGA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 12.00 1 Norpac, L.L.C. BOISE IDAHO 11/14/05 03:25 PM5251 Office Park Dr., Bakersfeld, CA 933309 Suite 350 RECORDED- REQUEST Of I�� �i�lili��IIIIIiuIIIIIIINIII IINI Tronanation Title 105005597 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 273 CD 1C,W Ty T: SPECIAL WARRANTY DEED Special Warranty Deed made this 4,'?ee) day of December, 2004, between REALLEN, LLC, an Idaho limited liability company ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309, ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the NE %, of the NE '/. of Section 33, T4N, R 1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments., and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof, and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. SPECIAL WARRANTY DEED - Page I Grantor warrants that Grantor has not conveyed the same estate to any person other than Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: REALLEN,LLC By Richard E. Allen, Managing Member STATE OF IDAHO ) ) ss. County of Ada) On this -56 day of December in the yxQ of 2004, before me, the undersigned, a Notary Public in and for sa State, personally appeared Ric rd E. Allen known or identified to me to be the person whose Tnowledged is subscribe the within ins ment as the Managing Member of REALLEN, LLC and to a that he exe�uted the same as such i / l.i*, Residing at: My Commission Expires: 11-12-2010 SPECIAL WARRANTY DEED - Page 2 0 r • r• : z * ' y0 • a S • .l2ld Z: ISr0 g •q�Soo SCHEDULEI (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 A parcel of land being a portion of the Northeast quarter of the Northeast quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a thence 5/8 inch iron pin marking the E 1/16 corner of said Section 33; along the North boundary line of said Section 33 South 89016'45" East 1059.08 feet to a 5/8 inch iron pin; thence leaving said North boundary line South 00027122" West 169.00 feet to a 5/8 inch iron pin; thence South 89016'45" East 258.60 feet to a 5/8 inch iron pin on the East boundary line of said Section 33, thence along said East boundary line South 00027'22" West 626.39 feet to a 5/8 inch iron pin; thence leaving said East boundary line South 89008123" West 246.54 feet (formerly described as South 88038' West 246.6 feet) to a 5/8 inch iron pin; thence South 06037,229 West 308.30 feet (formerly described as South 06010, West) to a 5/8 inch iron pin; thence North 890301261, line West 1038.40 feet to a /58 inch iron pin on the West boundary of the Northeast quarter of thence the Northeast quarter of said Section 33; along said West boundary line North 00028'25" East 1113.00 feet to the POINT OF BEGINNING. When recorded, return to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 Mail Tax Statements to: Norpac, L.L.C. 5251 Office Park Dr., Suite 350 Bakersfield, CA 93309 ADA COUNTY RECORDER d, DAVID NAVARRO 03'25 DU AMOUNT 12.00 OISE 0111U06 DIII I n����II'IIpI'II�I�II�IIII'I�II EP,UfY l!<anrlie OberbilOg RECORDED -REQUEST OF 105005$98 TraeININ Tie So�r�3zz��� SPECIAL WARRANTY DEED Special Warranty Deed made this v� i day of December, 2004, between lone Adkins, a married woman as to her sole and separate property ("Grantor") and Norpac, L.L.C., a Delaware limited liability company, whose address is 5251 Office Park Dr, Suite 350, Bakersfield, CA 93309 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10.00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant and convey unto Grantee and its successors and assigns forever, all the following described real estate situated in the County of Ada State of Idaho: A portion of the NW 1/4 of the NW %+ of Section 33, T4N, R 1 W, more particularly described on Schedule I attached hereto and incorporated herein. Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the rents, issues and profits thereof; and all estate, right, title and interest in and to the property, as well in law as in equity, except as expressly provided otherwise herein, including, but not limited to all water rights, water shares and other rights and interests in water pertaining to the premises. To have and to hold, all and singular the above -described premises together with the appurtenances unto Grantee and its heirs and assigns forever. Grantor warrants that Grantor has not conveyed the same estate to any person other than SPECIAL WARRANTY DEED - Page 1 Grantee and that such estate is at the time of the execution of this instrument free from encumbrances done, made or suffered by the Grantor, or any person claiming under Grantor, subject to any and all easements, restrictions, agreements and encumbrances of record as of the date of this instrument. GRANTOR: Ione Adkins STATE OF IDAHO ) ) ss. County of Ada) On this cP-L day of December, 2004, before me, the undersigned, a Notary Public in and for said state, personally appeared Ione Adkins, known or identified to me to be persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. IN WITNESS WHEREOF, I have hereunto sf my hand and affixed y cial seal the day and year in this certificate first above writte NOARY PUBLIC for Idaho Residing at My commission expires: •��.••••,� Oy ��.,��9h Alericfan we J ••�......• �bO L4VC4ffMftM orpvgr. it•12,20fp 7 • 01. % 0 d ; C q V N ,�,,,•. SPECIAL WARRANTY DEED - Page 2 I ... ... .. .... ...... .............. . ....... ........................... . ..................................... ................ . . .. .......... ............................ . ..... ........... SCHIEDULE I (to Special Warranty Deed) SPECIAL WARRANTY DEED - Page 3 011 A parcel of land being a portion of the Northwest quarter of the Northwest quarter of Section 33, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Beginning at a 5/8 inch iron pin marking the Northwest corner of said Section 33; thence along the North boundary line of said Section 33 South 89016'49" East, 1317.62 feet to a 5/8 inch iron pin marking the W 1/16 corner of said Section 33; thence along the East boundary line of the Northwest quarter of the Northwest quarter of said Section 33 South 00031'02" West, 1316.64 feet to a 5/8 inch iron pin marking the NW 1/16 corner of said Section 33; thence along the South boundary line of the Northwest quarter of the Northwest quarter of said Section 33 North 89017'19" West, 89.91 feet to a 5/8 inch -ror pin on the North right-of-way line of Five Mile Creek per that deed recorded in Book 126 at Page 66, records of Ada County, Idaho; thence along said North right-of-way line North 76042121" West, 1259.37 feet to a 5/8 inch iron pin on the West boundary line of said Section 33; thence along said West boundary line North 00032139" East, 1042.47 feet to the POINT OF BEGINNING. N%./ RADIUS NOTICE REPORT 08 Apr-2008 FILE NAME: oakcreek Owners Owner Address BEWS FAMILY LIMITED PARTNERSHIP 1140 S ALLANTE AVE BOISE, ID 83709-0000 Property Address: oakcreek BEWS FAMILY LIMITED PARTNERSHIP 1140 S ALLANTE AVE BOISE, ID 83709-0000 Property Address: oakcreek HARGER LINDA P 4435 N BLACK CAT RD MERIDIAN, ID 83646-5331 Property Address: oakcreek HARRISON BLAINE C 4950 N MITCHELL ST BOISE, ID 83704-0000 Property Address: oakcreek HOWELL KEVIN A 4822 N ROSEPOINT WAY STE C BOISE, ID 83713-0000 Property Address: oakcreek JAMES JIMMIE N 4023 W MCMILLAN RD JAMES LAVERNE MERIDIAN, ID 83646-5151 Property Address: oakcreek MOORE TERRY 4535 N BLACK CAT RD MERIDIAN, ID 83646-5356 Property Address: oakcreek NORPAC LLC 1026 COAST VILLAGE CIR STE G SANTA BARBARA, CA 93108-0000 Property Address: oakcreek NORPAC LLC 1026 COAST VILLAGE CIR STE G SANTA BARBARA, CA 93108-0000 Property Address: oakcreek I Owners Owner Address QUENZER FARMS LP Property Address: SKINNER FRANK SKINNER MARGARET Property Address: ZUMWALT THOMAS H Property Address: 4020 N BLACK CAT RD MERIDIAN, ID 83646-0000 oakcreek 4145 N BLACK CAT RD MERIDIAN, ID 83646-5331 oakcreek 4850 N BLACK CAT RD MERIDIAN, ID 83646-5010 oakcreek 2 D G O < o� CD M0 0--I -I' 'T1 m > (�\ c ' n 0 CD LID Q (D _ CD a 9 0 a Z aa0 CL aS�d CL pz�rro aa� o ar�n >or a9r CD do � a7 � o0 a O O O O C rt Ui N t N O o O O 1 4 , 0 I$ 1 rn ,curity Features Included m Details on Back. CITY OF 0�wcridian 33 E. Idaho Ave. Meridian, ID 83642 SINCE 1903 Date Applicant oPPA% Utz Address f 0"Up C0gsi VILLM O ,34gt,- VjAA-6Ar0t j C' q'>I D$ Phone OUAN. CASH CHECK # NAME ON CHECK IF DIFFERENT THAN APPLICANT DESCRIPTION AMOUNT Q I fY) -, I I I I �v 1 �,� �• DO Z'1g0 � 4b ye, o I tab I I I I I I` I I I I I I a: d Y 3 1� PAYMENT DOES NOT INDIC TE ACCEPTANCE OF APPLICATION TAX 12382 Received By _ TOTAL(69 ' 94352