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HomeMy WebLinkAboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST Project Name: Gard ner-Ahlquist Gateway Sub File No. Contact Name: Tom Ahlquist PP 07-007 Phone: 841-2863 Date Received from Planning and Zoning Department: February 14, 2007 Planning and Zoning Level: Hearing Date: March 15, 2007 0 Transmittals to agencies and others: February 14, 2007 R Notice to newspaper with publish dates: 26-Feb-07 and 12-Mar-07 ❑ Certifieds to property owners: ❑ Planning and Zoning Commission Recommendation: ❑ Approve ❑Deny Notes: City Council Level: Hearing Date: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: C� �� and / ❑Certifieds to property owners: , �r ❑ City Council Action: ❑ Approve ❑ Deny ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: A roved b PP y Council• R...kAWM: CnginalRea/CepyC M�,1 C.PyRee/Cn Copies Disbursed: °pyCe.rt otyc" City Engineer c` Aft-' ey Ntamey StePr.j C°tleers ❑ Findings Recorded �� Development Agreement: pLtyCWe ��k Copy Rae / Original Cent: Mcm(—R"S' AppXCald CPAs) ❑ Sent for signatures: nan R.e.rWO D .4.&..k Cngirts' kNitty copes ro Signed by all parties: cc C" lerk Stab Ter Corm. SAeTaesuregCodtor. eae°r Sterling Approved by Council: odifen; m City RRomey °ltyE�ra CHy Rtemer file ElRrcya°t Recorded: "°°"� (ifk flndep. / OrWn: Copies Disbursed: °Copn&"° "`"WN° Ordinance No. M ies m. hpp5cerrc PrgeIX nla typw- Resolution No. ❑ Approved be..tb y Council: CityAIDMey °•" `.`" ••R•wb yn •. Fhrdlry. R.°.rd.d D.eN.pmpd Agr . .ft: ❑ Recorded: Deadline: 10 days Ctipnal Flrepr°°t F14 C.P.-P10.0pp6ceq Elnewspaper. Published in news paper. �t fi� Erg— `�y8— �ityP�n,er City gm°npy Ej Copies Disbursed: °•°'"`;."` Notes: � v 0 CITY OF TRANSMITTALS TO AGENCIES FOR COMMENTS ON IDAHO% DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN y. 3 /'h'_FRt,SUHFvALL s,"To insure that your comments and recommendations will be considered by ieoa " the Meridian PI MAYOR Tammy de Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree Shaun Wardle CITY DEPARTMENTS City Attorney/HR 703 Main Street 898-5506 (City Attorney) 898-5503 (HR) Fax 884-8723 Fire 540 E. Franklin Road 888-1234/fax 895-0390 Parks & Recreation 11 W. Bower Street 888-3579/fax 898-5501 Planning 660 E. Watertower Lane Suite 202 884-5533/fax 888-6854 Police 1401 E. Watertower Lane 888-6678 / fax 846-7366 Public Works 660 E. Watertower Lane Suite 200 898-5500/fax 898-9551 - Building 660 E. Watertower Lane Suite 150 887-2211 / fax 887-1297 - Wastewater 3401 N. Ten Mile Road 888-2191/fax 884-0744 - Water 2235 N.W.8th Street 888-5242/fax 884-1159 anning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: March 8, 2007 Transmittal Date: February 14, 2007 File No.: PP 07-007 Hearing Date: March 15, 2007 Request: Public Hearing- Preliminary Plat approval of 11 commercial lots on 19.30 acres in the proposed C-G zone for Gardner-Ahiquist Gateway Subdivision By: Ahlquist Development, LLC Location of Property or Project: SEC of the intersection of Eagle Road and Franklin Road Steve Siddoway (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Keith Borup (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department Sewer Department Sanitary 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 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) Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR / SW Meridian: NW Pipeline CITY FALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433 CITY CLERK -FAX 888-4218 FINANCE & UTILITY BILLING- FAX 887-4813 MAYOR'S OFFICE -FAX 884-8119 Printed on recycled paper Hearing Date: March 15, 2007 File No.: PP-07-007 Project Name: Gardner-Ahlquist Gateway Subdivision Request: Preliminary Plat approval of11 commercial lots, on 19.30 acres in the proposed C-G zone, by Ahlquist Development, LLC. Location: South east corner of the intersection of Eagle Road and Franklin Road (the majority of the Montvue Park Subdivision), in Section 16, Township 3 North, Range 1 East. FEB 1 q 2007 City Of Meridian. City Clerk Office m (�ryY CiTY`Y»% Y i/! Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ 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 Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information Applicant name: Applicant address: ,3 j �t S6% ►( [ f 7 ��G Applicant's interest in property: ,KOwttn,, --❑ Rent 2-01'ptioned ❑ Other Owner name: ej� 4,05H� �s j Owner address: 4w �% It ST" Agent name (e.g., architect, •e/ngineer, developer, representative): Firm name: Address: 17-0#% /P i-k U Phone: 'Af/ ' M&3 Zip: Phone: Zip: Phone: 4b 3 -o 3a$" Zip: _ D 3LLgT JW6 Primary contact is:�pplicant ❑ Owner Agent 0 Other Contact name:' Or"t >�� V l ST ma& Phone: 741 'z�(�3 197.3 3 �z I E-mail: 1 oMY�lV A-t-, 1/U1 sT .!z/�I M�yT �94 Fax: Subject Property Information Location/street address: 5iOW EAS i R 41-L IF- fWAkj ,%,� Assessor's parcel number(s): SEE 4-r(ze�-0 Township, range, section: Current land use: (- i06R '4jt S L Total acreage: �� ZS /1-Gff65; Current zoning district. 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancit�r 1 $ Project/subdivision name: ��POSC-7 General description of proposed project/request:. 8,�� q 1 ¢ wf_--0 t Q L aF-67&- Proposed zoning district(s): Acres of each zone proposed: a'l� CtZE�j Type of use proposed (check all that apply): ❑ Residential commercial P-Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): -rbP Who will own & maintain the pressurized irrigation system in this development? Which irrigation district does this pro erty lie within? /VA'►" Nl -�,4 DI410 1 X %L _-PIST-A-G7-- Primary irrigation source: WdnoA. (7olaj I'M—Rd Second a! Secondary: _ �!i•- Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) IV Number of residential units: Number of common and/or other lots: Number of building lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: Minimum square footage of structure(s) (excl. garage): Minimum property size (s.f): Gross density (DU/acre-total land): Percentage of open space provided: Percentage of useable open space: 2 or more Bedrooms: Proposed building height: Average property size (s.f.): Net density (DU/acre-excluding roads & alleys): Acreage of open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Type of dwelling(s) proposed: ❑ Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots:_ ..�� { O Other lots: /UA Gross floor area proposed: _ Existing (if applicable): /V f- Hours of operation (days and hours): Building height: % L5 Percentage of site/project devnnoted�° the following: Landscaping: �61 l.�j iAt p Building:y �fving: J Total number of employees: TS77 Maximum number of employees at any one time: Number and ages of students/children (if applicable): /- Seating capacity: n' � Total number of parking spaces provided: 11 Number of compact spaces provided: AI/1- - /mil %-> Authorization Print applicant name: �37 w Iln cute a S Arv►1 n ... _L Applicant signat 1 Date: 1 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org KLEY AHLQUIST DEVELOPMENT, LLC MERIDIAN MEDICAL PLAZA PRELIMINARY PLAT APPLICATION REQUEST NARRATIVE - REVISED This application is for preliminary plat approval for the proposed Gardner — Ahlquist Gateway Subdivision. This name has been reserved with the Ada County Surveyor. An application for annexation and zoning has also been submitted to the City of Meridian for this parcel. The requested zoning designation is CG (General Retail and Service Commercial District). A neighborhood meeting was held on Monday January 8, 2007 at 4:00 PM for submittal of the preliminary plat application. The proposed plat shows 10 lots for future commercial and office development. A landscape plan is included with this application and shows a conceptual landscape plan for treatment of exterior and street landscaping and buffering. Individual landscape plans will be submitted with applications for development of the individual parcels at a future time. A traffic study has been submitted to Ada County Highway District and is also attached to this application. An update to the Traffic Impact Study reflecting site changes has been submitted to ACHD and is attached to this application. A right -in, right -out access point is proposed on Eagle Road and site access is also proposed for Franklin Road Public streets are proposed. The applicant is negotiating an exchange of existing street ROW to proposed street ROW on a square foot basis with ACHD. A ROW Exchange graphic is attached showing the proposed exchange. The public street entering the site on Eagle Road is aligned with the public street to the west across Eagle Road. The proposed east / west street in the site is aligned with Louise Drive. No public road access is proposed to connect with St. Luke's Drive, a private road, to the south of the site. No variances are requested as a part of this application. The applicant intends to provide an attractive development that complements similar development already in place in the area, and needed and convenient services to residents and employees the vicinity. High end users are anticipated and first class office space will be an integral part of development of the site. P:IAHLQUIST DEVELOMANquist Development Meridian\Planning\Preliminary Plat Narrative doc Form # AD nnn1 Rev. 3 Treasure Valley Engineers, Inc. 1204 6r" Street N Nampa. Idaho 83687 Phone. (208) 463-0305 Fax: (208) 463-4391 www. TVEit1C. COn? PREVALLEM6N CIVIL AND STRUCTURAL ENGINEERING O jjjj++�� {1 rr�� 10782 7: EXHIBIT A Annexation Description Rev. C For Ahlquist Development - < Job No. 06320 February 6, 2007 A portion of the NW1/4 of Section 16, T3N, R1E, B.M., Ada County, Idaho, as follows: BEGINNING at found Brass Cap monument marking the Northwest Corner of said Section 16, as shown on Corner Perpetuation Record, Inst. No. 99007475, Ada County Records; thence along the North Line of said Section 16, South 89*20'11" East, 1015.45 feet, to a point on the East Line of Montvue Park Subdivision, extended north to said Section Line, as per the plat thereof, in Book 17, at Page 1107-1108, Ada County Plat Records also being a point on the West Line of Touchmark Living Center Subdivision No. 1, in Book 89, at Page 10313-10316. Ada County Plat Records, also extended north to said Section Line; thence along the boundaries common to both said subdivisions, South 00011'43" East, 1111.19 feet, to the southeast corner of Lot 1, Block 5, of said Montvue Park Subdivision; thence along the South Line of said Lot 1, Block 5 and beyond, North 89014'00" West, 207.40 feet, to a point on the Centerline of E. Montvue Drive, as shown on said plat of Montvue Park Subdivision; thence along said Centerline, North 00°12'19" West, 119.58 feet; thence North 89030'09" West, 199.73 feet, to a point on the Line common to Lots 1 and 2, block 4 of said plat of Montvue Park Subdivision; thence along said common Line, North 00012'19" West, 16.12 feet; thence North 89030'09" West, 200.23 feet, to a point on the Centerline of W. Montvue Drive, as shown on said plat of Montvue Park Subdivision; thence along said Centerline, North 00°12'19" West, 122.02 feet, to a point on the Line common to Lots 9 and 10, in Block 5 of said Montvue Park Subdivision, extended east to said Centerline; thence along said extended Line, North 89030'24" West, 179.37 feet, to a found 1/2 inch rebar marking the corner common to Lots 6, 7, 9 and 10 of Block 5 in said Montvue Park Subdivision; thence along the Line common to said Lots 6 and 7, Block 5, and extending westerly, North 89°30'07" West, 226.03 feet, to a point on the West Line of said Section 16, being coincident with the Centerline of S. Eagle Road; thence along said West Line, North 00022'14" West, 855.49 feet, to the POINT OF BEGINNING. Containing 971,520 square feet, or 22.30 acres, more or less, and subject to any easements or rights of way of record or otherwise existing. P:\AHLQUIST DEVELMAhlquist Development Meridian\Drawings\SurveyWescriptions\06320 ANNEX revC Desc.doc Treasure Valley Engineers, Inc. 1204 6"i. Street North Office: (208) 463-0305 Nampa, Idaho 83687 Fax: (208) 463-4391 «i"v. Tt•r-.n enr•a \/o l io.. r7.. —:.. _ — . EXHIBIT B SECTION CORNER FND. BRASS CAP CP&F INST. No.99007475 8 9 STA. 63+08.07 E. FRANKLIN ROAD S89-20-1 1 "E 2706.25' ---------------- 17 i�l 6 1015.45 1/4 CORNER Fill BRASS CAP I CP&F INST. @I 0No.8309298 e\-ocy, ramIN 455�\,l AA01 -ii;) Nil cp booy-i 3\, N�E ocy, Lo co cy, C5 0 ...... 61 0) > z Ld IgI z 0 04 Y Ld < 1 0 a_ 0 < z Fn (Z) m W -17 U > oi cy, w 0 000 6j :D M 0 N I i , -\�-\ I ll 89*3007"W I N 8 9 -3 0'?jLW: V) . aj 0 226.03 179.37' < F- 0 0 ljq8_9-30,09-w I I G) — 200l N89'30'09" w < N00-12`231 9"w//F- -979.73 ui I I I 16.12' 207.40' WL-W— j�89*14'001-v ,I I'-T ------ - 4. K) PT STA. 50+43.o3 j I I BOCK 10 POC STA.. 49+78.37 Z; : Ln Ni "W 1011-72' i I CURVE RADIUS ARC LENGTH CHORD LENGTHCHORD-29=TA ANGLE ci 1 5729. 188.88 111111111,115113, 1 N01M W f 40-00- ANNEXATION AREA 22-30 ACI 971,520 So. I 1"=200' PROJECT. OWNER/DEVELOPER: M ANNEXATION TAP HILQUIST DEVELOPMENT TREASURE VALLEY ENGINEERS, INc. I # NW1/4, SECI'l .16 REV C VAMWq 1204 6th S TREE T NOR TH 2057-061 l IDAHO 83687 CITY PROJECT# C T3N, RIE, B.M. CITY OF ................. (0)048)634-6033-045 MERIDIAN, ADA CO., IDAHO ENGINEERS*PLANVERS-SuRvEyoRs FAX(2TVine.co391 06320 mail@EmDATE: 2/6/07 V1S1rOURWE8S1TE-"WTVE1nccooSHEET 1 OF 1 -u CZ ........... ..... .... Mu .1V ............. ......... ... ....... uj .. .... .... '".. 1 a g g SIT ARD� GG-P'ER- GATEM9Y SUEDrVf(o 8 9 I I. os°Ell !`II��I� I I I�IIIII�IIIIIIIiI mg aac" III ^ PUT-55\01Af �VIrr O,I U CORNERDER/DEVEGpPER:OP%] MAO FRlwKLIN RB1I m..�` AHLQUIST DEVELOPMENT WA\c'k . PxaHcr con'rdcr: 1263 W. WICXBHIRE �� MAN ONPoSry Cf. E0E IDM10 8361fi (206){63-0]OS PHONE1E: 208-8�1-2863 I sum Pl DESCRIPTION FRANKLIN ROAD _ 'AIgN Hal I T — i,,1 I I I , rn • 4 ; rrn I O I oF---------------I z I j rn I j D =� tea+ •i'� IS .... .fir O gg4 its. n 1H ;T3 _§ =IN m � 4 Z A --ORO N N r� ® o E& oy 0 rl� 2 all K m H AD nz O Q ,70 Z D m O ° 4?fdl °a,z P w- 1 �a P 141 H. f� A�4,� � N i OM dill 1,ors I, 1 fi�gix Y M g dd�� O 6 \/ g E `� \Oy4M8IJ(j ��ii O w I n K I .... ... ... ...... ..... .... ...... ....... ... ........... .. -------- --- A A-7 d- R 79 ;51 5791500062 A9A _2 A- A-q R5791500069 4 MON .. ..... ....... 0% . ......... R5791500125 72' R579 500120 2 'JE5 RS ass R5791300170 C'- 7 9 3 W 2 v 0; 41, rurF. O 3 2 R9 — MUM >9"00 Ilk, (CAXfOVTM) R8509130032 R5721500110 X1 0 A-i R5721500151 ......... . .................. . .... .. ............ :�� ........... I —A R5701500165 W R5791SWISI a 10 P-3 R5791500155 ........... - - - - ---------------- DR r v rp. .. ..... VNI ir MONTVUEPARK NW V- NW/- Section 16 T. 3N, R. I E, B.M. Ada County, ID I R0509130C OW V R5791600192 Z � C :a. Om N m 1 rn Cl) 771 m o O --< m O� r A. ma CN3 �RZ a m d Z = O n3 � cp' v z D -h <v � `D 5 D T _a 8= �a D Z O ' N EAGLE RD a� 3�JH3 S D Q n m _m — CD N 0) y 90 a n A, n N CL) ERDALE RD m C Ocn A w < W m 7 ;a _ 0000000 090 n nA o c m 0' o h m O 4am Q M0 a C=f 1 O a O 7 3 0 a w Z a -- o CO) n w y o '"D 1m O i iD m 0 r N C (Q a 0 lD N O O COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) I 1-5A-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 (1 Q) 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 1 1-5A-5. ills (� Applicant/agent signature Date 2s J u_sri n L 2 ' oo- i v­ City of Meridian Pre -a lication Meetin Project/Subdivision N e: Applicant/Contact: �. ► e 0 1f City Staff. AA� !� Location: C, 1Z� Existing Zoning: Proposed Zoning:. C. — Property Size: _'-2(' a Surrounding Uses: Iy 'I h Comprehensive Plan Designation(s): Notes Date: Contiguous and Within AOI (AZ only):, Number of Units and/or Lots:, Dwelling Type (if residential): Street Buffers and/or Land Use Buffers. la I" � --t Open Space/Amenities/Pathways: Street System/Stub Streets/Access: LU �, a w=-i� a'F i� Sewer and Water Service: wit Topography/Hydrology/Floodplain Issues: Canals/Ditches/Irrigation and/or Hazards: w H I D r Q n4J , History: Additional Meeting Notes: �,�,,� di �s A J Y9 bS'c8 a-r ro_\K -4, -T--. _.. 4. I' ! I ► a � Y r, A �� �v a s ,, t �, f '� r - �/� C-t-L Vi, ��• �L/lw p1 4 Other Agencies/Departmei is to Contact (circle): ' Ada County Highway District Nampa and Meridian Irrigation Idaho Transportation Department Settlers Irrigation Sanitary Services Corporation Fire Department Central District Health Police Department Applications Required (circle all that apply): Accessory Use Alternative Compliance Design Review Final Plat Modification Annexation Certificate of Zoning Compliance Misc. (DA Modification) Planned Unit Development Comp Plan Map Amendment Preliminary Plat Comp Plan Text Amendment Private Street Conditional Use Permit Rezone �-cces� 41- r i Parks Department 'cX k , � Public Works Department e�, Building Department S-If Other: a ^ c A P­ 1. Short.Plat - S Time Extension UDC Text Amendment e I e. , w-4 r' S Vacation u t 15 a Al .5 Variance Other: Additional Pre -Application Conference (circle one): Required Anticipated Submission Date: s" Anticipated Hearing Date ea,`,1 iCi1Ec� of Required 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 6 months. Dec.29. 2006 9:49AM Tr —sure Valley Engineers, Inc. No. 1406 P. 2 CITY OF MERIDIAN Planning Department ! �,� v✓ _ 9 JL 660 E. Watcrtowct Ln., Suitc. 202, �lcridian, ID 83642 J 1 (208)884-5533 Phone / (208)888-6854 Fax / `) L] f p PRE -APPLICATION MEETING REQUEST FORM In Orman m P"-appli-`atron meetings are rngtrindpnigr to the sxbmiltal of any appli=on that regairer a pkbhc hearing. This completed fornr mud be submitted to the Planning Deparbnent at least 48 hours beforeyour segmented meeting time. An Arrociate Clay Planner z41 confirm the meeting by eitherphone or a -mail Pro]'ect/Subdivision Name: F'-4fr;din-yN, Applicant / Contact if different ; II Name: Aht/i $-� 2v� T�Suyt VII 1(B r Address: / 1 /l eC / S bi C�/Ii 1� �keT12 lv Phone Number. Fax Numbcr. E snail Addres yb - 030 g- - y uc��;s� 'fie; mac- �a Site Information: Location: / N� ` ti�u� Sec �� T-� Al. Number of Lots: n TOW litres: Tax Parcel Number(s): UJ) Cur d Zoning: P JrSu d u; (3 eat .12ef"a; 9}' Type of Application(s): cowOtr<"al 0."s�r��f 1. Wrehminaiy Plat (Submit an 8 '/ x 11 version) 5. ❑ Unified Develoent Code Anicadmcut pm 2• ❑ Conditional Use Permit 6. ❑ Comptchcnsive Plan Amendment 3. ❑ Annexation and/or Rezone 7. ❑ VAr;a„rt 4. 0 Planned Unit Devcloptncut 8. E7 Othcr (e.g. City Council rcvicws) Please list all per®ons,Who Will attend the nre-ami;; .t4-n LC '111.1 64X'419=if qu Specific Questions/Issues: ❑ Check here if your proposed development includes a potential public park, pathway, or school. Monday (except Holidays) Wednesday 11:75 12:45 1:15 2:00 ._ 2.45 **We strongly suggest that you bring a conceptual layout of the proposed project to the meeting, Otherwise staff may require additional re -a lication meetings.'' For Siff T TaP pnly: Notify affected agency, if applicable. nD (Sue Sullivan 334--8955) MDC (C].ak Bowman, 4844414) Pi cn G (D x 0) a 254 FILED EFFECTIVE ARTICLES OF AMENDMENT TO ARTICLES OF ORGANIZATION e6 OCT 19 PH 121 LIMITED LIABILITY COMPANY SELRE TAM OF STAFE (instructions on back of application) STATE OF 1DAHO 1. The name of the limited liability company is: Meridian Medical Plaza, L.L.C. If the LLG has been adminletrattMy dlasohmd and the name Is no longer evallable for use, ##3 below must Include an amendment of name. 2. The date the articles of organization were filed was: August 28, 2006 ►11 W 4 4 9 414rk 1 WAI 0: it - 0 3. The name of the limited liability company is amended to read: 4. The management of the limited liability company shall henceforth be vested in: ® Manager(s) ❑ Members 5. The information on the managers/members shall be amended as follows: NAM Address 1263 W. Wickshire Ct. Ahlguist Development, LLC Eagle, ID 83616 KC Gardner Company, L.C. 90 S. 400 Westo #360Salt take City_ I1T 84101-1365 S. Signatu of at least one manager, If any, or at least one member. Signature: Seuefary of State use only Typec[Name: J. fihomas Ahlquist:, M.D, Capacity: Member. Signature: IDAW NARY W STATE Typed Name: F' j 43/A?0 jj6� ®52 00 qta 13524 : CT1 1f9t7 III: 9BiSdd Capacity: { 1 ! 32.00! &18 mW AMEN li 1 w a -5`( 01. 254 ARTICLES OF AMENDMENT TO ARTICLES OF ORGANIZATION LIMITED LIABILITY COMPANY (Instructions on back of application) 1. The name of the limited liability company is: FILED EFFECTIVE O& OCT 19 PH 121 SECREVJ Y OF STATE STATE OF UAHO Meridian Medical Plaza, L.L.C. if this LLC has been administrat"y dlssolved and the name Is no longer avallable for use, #3 below roust lnolude an amendment of name. 2. The date the articles of organization were filed was: August 28, 2006 3. The name of the limited liability company is amended to read: 4. The management of the limited liability company shall henceforth be vested in: ® Manager(s) ❑ Members 5. The information on the managerstmembers shall be amended as follows: Name Addregs 8dd ate QbCr 1263 W. Wickshire Ct. Ahlquist Develapa>ent, LLC Eagle, ID 83616 ® ❑ 90 S. 400 West, #360 KC Gardner Company, L.C. Salt Lakt City_ UT ® ❑ 84101-1365 S. Signatu of at least one manager, If any, or at least one member. Signature: I Secretary of State use only TypedName: J. 'Thomas Ahlquist, M.D. Capacity: Member - Signature: _ Typed Name: Capacity: _.__ IWO r W STATE CKiifas 4 CTItJes7 IN.9BIU1 i ! 38.48 - AID ORGAN AMEN # i W 5 Sq Q,). 251 ARTICLES OF ORGANIZATION LIMITED LIABILITY COMPANY (Instructions on back of application) 1. The name of the limited liability company is: Meridian Medical Plaza, L.L.C. 2. The street address of the initial registered office is: 0G AUG 28 PM 3: 54 SECRE-ft' 'N OF STATE STAT [E OF DAHO 225 North 9th Street Suite 210 Boise Idaho 83702 L-t and the name of the initial registered agent at the above address is: Allan R. Bosch 3. The mailing address for future correspondence is: 225 North 9th S reet Suite 210 Boise Idaho 83702 4. Management of the limited liability company Will be vested in: Manager(s) [_ or Members) ff] (please chew the appropriate box) 5. If management is to be vested in one or more manager(s), list the name(s) and address(es) of at least one initial manager. If management is to be vested in the member(s), list the name(s) and address(es) of at least one initial member. 1.1 Name Address J. Thomas Ahlquist, M.D.-1263 W. Wickshire Court, Eagle, ID 83616 Signature of at le s ne pers sponsible for farming the limited liability company: Signature: Typed Name:p J. Thomas Ahlguist, M.D. E Seemlary of stale use on+y Capacity: ty� Mana i Member � Signature Typed Name: Capacity: ee[DWO S E��OF MTE CK. 13470 CT, 14917 ins ° F76 I P 108.18 = hue p� 9123LLC97 w 6� �OL7�— 1 4 4 4 M M M-M O M 4,, a ON 0�1 a p a O C O N M p 0 O O O O O O O Co O C. C. O 0 m M M M M N N N N N O N O N N O 0 0 0 C. O O p O O Co O N 9 0 0 �O O O O O N F7 C7 G G? O O O O In OO Cl �orn Cl N N e N� N N Fi n0 00 co ^00 (co (00 nn� 00 ^^O /00 n� nn�+1 3 n n n n n n In rn ^In rn cn rn -�+ G7 F7 F7 F7 FP G U Ll G7 P7 w w w AM ^cn (en ^^M zU zU zUz 0 v� 0 qp Qy Qq E� Qq Qq (� f— 0UOC7 3v�i hGnh vi E� COD A A A A A A w P: rs;rs:wpu:a: Ap A A A 0)rnWW d w9 03�0 00 00 ON ON ON CD (� w w w Cl 'I, N N N N N N N N M ¢ h >C DG X �¢�Wwwwww zW00 000 O O O W W¢W W vP"i vai X 0 0 0 0 o w o Qa Aa a1 Cn Aa A� c0 Pa M n n o o �o �o n n n n n n n n n n "- 0 0' 0 0 0 O O OP. P. P. P. AA. a M M N M M M M w a a a w 4444 ¢W M u 0 A >°� o� >a o 0 waar,.iz azo 33¢3 GOV) v�E�y .,aq 0w as aaaaa,, aaW, aaaw,, a Q �� C�x7c=x�c7c�x7 Eli' �owC,ax���Fa'vi� xxxpCwwwW w 00 �UU UUU�+ UaJ P. a. a P. P. ��00000 �a�aH aH RH ��� �o�� �F FOaaPw.Pw. aw.. WDE xA:w � w� P:] �P ��w W W 'az � x C7 a�`'�Fw�,w w w w w �awa �a O000uuuuuusUUU�wawzz¢ Zz Wz w w F`'w0wwd x ¢¢¢¢SFFE- �E- FFNW W WW W wc����' o`wi �������������]� �zzAW� ono a U a UUU¢ UAC7C7U0u 22 k� N (V O .hr .hr O O h O .h+ mo�b}} b b r M C� W W M M n .Mh-� M cn O O R.O O O O e Ne}} O O � N} F It,T T T O eO} �9 M M m �p t�1 C b b b �D '}� 'far ZC b N O b b �O 0n0 (0�0 /^0�0 p `O b o^^Mo (nw (nw /*MHO t. t,, oMo 0Mo n000 N O ^" en oMo cn eMo G7 G7 F7 M n M M Q R Q Q U U Fl F7 00 ,...j M oo 00 00 umo 00 0 0 0 0 0 0 aQ� m O O Q JW W N C7C7rhiN z °�vhi vhi vhi a ON Ooo v z z z 000nC4 ooze zzz ��� x v� a rn rn � hW WA7C�7a _0000 W 00 O 0 W o �o o W W m m W W N M M M W) �O���0OMMM <tv rno0 O O O+ N N M A. G4 M N N M M N P+ 0.. 0 0 M M M uV)Wa a w w W xx xxu zo 0 Cl Aaqwa R d� o o uMco az a Q C7 c7 ca7w� waq U,°'� axx., C7 a.40 o a a cn xxn v� WHv3i� a y.�. ¢ U `n 0- h z w��oaaaq��aa,a�3WFv� o o ° 0 OUF. a Page 1 of 2 penelope riley From: David Couch [dscouch@adaweb.net] Sent: Monday, January 22, 2007 3:43 PM To: penelope riley Subject: RE: Subdivision Name Reservation January 22, 2007 Penelope Riley Treasure Valley Engineers RE: Subdivision Name Reservation GARDNER-AHLQUIST GATEWAY SUBDIVISION Dear Applicant, At your request, I will reserve the name "GARDNER-AHLQUIST GATEWAY SUBDIVISION" for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. Sincerely, David J. Couch, PLS Ada County Surveyor For procedure on reserving subdivision names go to: http://Www.adaweb.net/devser-v/su-rve�/`­FRs�ubname.htm Check out the list of subdivision names at: http://www.adaweb.net/devserv/surveyLsubnames.htm From: penelope riley [mailto:priley@tveinc.com] Sent: Saturday, January 20, 2007 11:28 AM To: David Couch Cc: 'J. Thomas Ahlquist M.D.' Subject: Subdivision Name Reservation David We would like to reserve the following subdivision name on behalf of Ahlquist Development LLC: GARDNER — AHLQUIST GATEWAY SUBDIVISION. This subdivision will be located at the southeast corner of Eagle Road and Franklin Road in Meridian, ID. The subdivision is located in a portion of the NW % of the NW % of Section 16, Township 3N, Range 1 E. This is a re -plat of Montvue Subdivision. Treasure Valley Engineers, Inc. is the engineer for this subdivision. Please contact me if you have any questions. My numbers are listed below. In addition, Alan Christy in our office is available if you are unable to reach me. Thank you. Penelope Riley Senior Planner Treasure Valley Engineers, Inc. 1 /3 0/2007 t : Y :� ntANU 2001 r.a r o o ° b>g In ru m rL 3 z '^ 20Q Go , w ru 3 0 rn 2.. 9 - ro OD N W N CITYOF c>l*-w6cr1dkn 33 E. Idaho Ave. j tiF Meridian, ID 83642 L/ Ce~TeR KTREASURE VET SINCE 1903 �I����i➢f f��EYEiI'G���� AHLQUIST DEVELOPMENT, LLC MERIDIAN MEDICAL PLAZA SITE PARCEL NUMBERS R5791500062 R5791500050 R5791500041 R5791500031 R5791500021 R5791500010 R5791500005 R5791500069 R5791500075 R5791500080 R5791500095 R5791500105 R5791500125 R5791500140 R5791500130 R5791500110 R5791500261 6R5791500252 � R5791500265 R5791500270 R5791500170 R5791500151 R5791500180 R5791500165 R5791500153 R5791500161�-' R5791500155 R5791500210 yO,&C-�0 R5791500205 pir-LOT c-,0 R5791500201 P:IAHLQUIST DEVELOP\Ahlquist Development MeridianlPlanninglPARCEL NUMBER LIST doc Form # AD 0001 Rev. 3 Treasure Valley Engineers, Inc. 1204 6r" Street N Phone: (208) 463-0305 Nampa, Idaho 83687 Fax: (208) 463-4391 ww«v. TVEinc. Com Neighborhood Meeting Sign Up Sheet 00 Start Time of Neighborhood Meeting: End Time of the Neighborhood Meeting:^ Attendees: Name Address 1. 1:; 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. �} l z6�3 �� i �l c� T M�(DJ,IW. te rra 17. 18. 19. 20. 21. 22. 23. 24. 25. Neighborhood Meeting Certification: Description of the proposed project: _ 't / Ila z NL�'Vl'dl C.(� ,/�(2olr CGt r Notice sent to neighbors on Date & time of the neighborhood meeting: Aov, Y Location of the neighborhood meeting: L ,/I,44 N'Dvt:ftl i 1A Applicant:: Name: AW, U t (ire ( 1 WA i V C LV, Address: i 26 3 W • W'I C4 - City: State: �T -0 Zip: Telephone: (z6—y t'� Z�st�3 Fax: Signature: (Applicant) Date AFTER RECORDING MAIL TO: Richard L. Carpenter, Trustee P.O. Box 2090 Sisters, OR 97759 Ncs-/r3353 File No.: 4102-445560 (PC) ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 2 BOISE IDAHO 12JO8104 04:18 PM DEPUTY DNeava -REHaney III'iIlIII1II��II�'ll"'I�I'lII) f�l RECORDED -REQUEST OF { 111 1 First American 104155292 WARRANTY DEED Date: November 19, 2004 For Value Received, Loran J. Clark and ]anet B. Clark, husband and wife, hereinafter referred to as Grantor, does hereby grant, bargain, sell and convey unto Richard L. Carpenter, Trustee of the Richard L. Carpenter Revocable Living Trust, hereinafter referred to as Grantee, whose current address is P.O. Box 2090, Sisters, OR 97759, the following described premises, situated in Ada County, Idaho, to wit: The North 121 feet of the Sough 261 feet of Lot 1 in Block 4 of Montvue Park, according to the official plat thereof, filed in Book 17 of Plats at Page 1107, Official Records of Ada County, Idaho. APN: TO HAVE AND TO HOLD the said premises, with their appurtenances, unto said Grantee, and to the Grantee's heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that the Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Loran J. Clark Page 1 of 2 Janet B. Clark, APN: Warranty Deed File No.: 4102-445560 (PC) - continued Date: 11/19/2004 STATE OF Idaho ) ss. COUNTY OF Ada On this day of �, 2004, before me, a Notary Public in and for said State, personally appearean J. Clark and Janet B. Clark, known or Identified to me to be the person(s) whose name(Z) I �a�reubscrlbed to the within instrument, and acknowledged to me that he/she/they executed the sam . 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 Pd011c for the State of Idaho PATTY 1. CHUPP Residing at. Boise, ID NOTARY PUBLIC My Commission Expires: 5/8/2010 STATE OF IDAHO MY Corrtntission Expires 5-8-2010. Page 2 of 2 SG � . n A Pioneer Coripany PIONEER T= COMPANY OF ADA COUNTY 8151 W. Rifleman Ave. / Boise, Idaho 83704 (208) 377-2700 ADA COUNTY RECORDER J, DAVID NAVARRO 1 BOISE IDAHO 06123104 04:36 PM DEPUTY Joanne Hooper RECORDED —REQUEST OF Pioneer AMOUNT 00 104079223 AMOU3. WARRANTY DEED For Value Received Dennis L. Drake and Kathryn M. Drake, husband and wife hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Joseph M. Verska, a married man as his separate property and Samuel S. Jorgenson, a married man as his separate property hereinafter referred to as Grantee, whose current address is 320 W. Montvue Drive, Meridian, ID 83642 the following described premises, to -wit: Lot 2 in Block 4 of Montvue Park Subdivision, according to the plat thereof filed in Book 17 of Plats at page 1107, records of Ada County, Idaho. Except the North 122 feet. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: June 21, 2004 Dennis L. Drake KathjyA M. Drake STATE OF IDAHO. County of ADA, ss. On this 22nd day of June, in the year of 2004, before me the undersigned, notary public personally appeared Dennis L. Drake and Kathryn M. Darke known or identified to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same. ,fi10 g wD 4+`'-- sr•' ;r � � ^_�'.__ -.-Egusguiza- n,o.....1. N�.-��e.,-clor� r° Notary Public of Id o Residing at ai �,y6'0 335�• Commission expires: Marc";-206 0 "'++ire?,.11.�., Vq y b o 3�p � ay�7 - - ' f A Pioneer Company PIONEER TITLE COMPANY OF ADA COUNTY 8151 W. Rifleman Ave. / Boise, Idaho 83704 (208) 377-2700 ADA COUNTY RECORDER J. DAVID NAVARRO 1 BOISE IDAHO 06123/04 04:30 PM DEPUTYJoanne r RECORDED -REOUEST Ill �illilllll0lllil�llllllllllilll iil OF I 1 Pioneer 104079�63 AMOUNT 3.00 WARRANTY DEED For Value Received Scott W. Rudder and Madonna L. Rudder, husband and wife hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Joseph M. Verska, a married man as his separate property and Samuel S, Jorgenson, a married man, as his separate property hereinafter referred to as Grantee, whose current address is 325 E. Montvue Dr., Meridian, ID 83642 the following described premises, to -wit: The South 140.0 feet of Lot 1, Block 4, Montvue Park, according to the official plat thereof, filed in Book 17 of Plats at Page 1107, records of Ada County, Idaho. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: June 21, 2004 -7�nna Scott W. Rudder Madonna L. Rudder STATE OF IDAHO. County of ADA, ss. On this 22nd day of June, in the year of 2004, before me the undersigned, notary public personally appeared Scott W. Rudder and Madonna L. Rudder known or identified to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same, Oia+ro- L. !ice iT Notary Public of Idaho Residing at e i��t]w'tr%1a+�, T:C) Commission expires: Nfareh9�B9(r-O�-Q'J�-fJ3--- DIANA L. HOTTENDORF Roy DIPI "In,,, vPIRES 04-05-07 IDAHO Oz S` "- > 1�� 9a i. ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 a BOISE IDAHO 09107/04 11:46 AM DEPUTY Neava Haney RECORDED -REQUEST OF III IIIIIIIIIIIIIIIIIIIIIIIIIIIII II Iil First American 104114708 Recording Requested By and When Recorded Return to: Richard L. Carpenter, Rev. Living Trust P.O. Box 2090 Sisters, Oregon 97759 n%C..S• 1057S 1 # % Z $ '%,D ? SPACE ABOVE THIS LINE FOR RECORDER'S USE ONLY SPECIAL WARRANTY DEED FOR VALUE RECEIVED, FORREST J. KEIRNES AND LINDA J. KEIRNES, husband and wife, do hereby sell, transfer and convey to Richard L. Carpenter, Trustor of The Richard L. Carpenter Revocable Living Trust; AND Jelinda S. Carpenter, Trustor of The Jelinda S. Carpenter Revocable Living Trust, as to an undivided 60% interest; AND Richard L. Carpenter, Trustor of the Richard L. Carpenter Revocable Living Trust, as to an undivided 40% interest, as tenants in common, (collectively "Grantee") whose address is P.O. Box 2090, Sisters, Oregon 97759 in that certain real property located in Ada County, Idaho, and more particularly described in Exhibit A attached hereto and incorporated herein, together with all structures, fixtures, buildings and improvements situated thereon ("Premises"). To have and to hold the same, together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining. The Grantor hereby covenants with the Grantee, their heirs, successors and assigns, that the said Premises are free from all encumbrances made by them and that they will warrant and defend said Premises against the lawful claims of all persons claiming by, through or under them; subject, however, to all easements or other matters of record or that would appear from a survey or careful examination of the Premises. IN WITNESS WB5REOF, this Special Warranty Deed has been duly executed by and on behalf of Grantor this 4 ` day of September, 2004. Fo est J. K&iphes i•ff�fArAl �..o-, _I- S f=90 AM9 77RCA 4 4 STATE OF DDAHO ) ss. County of Ada ) On this day of September, 2004, before me, a Notary Public in and for said state, personally appeared Forrest J. irnes and Linda J. Keirnes, husband and wife, known or identified to me to be the persons whose names are subscribed to the foregoing 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. �. PATTY I. CHUPP of blic fin Idaho NOTARY PUBLIC Residing at STATE OF IDAHO My commission expires D MR MQCCU nAnl 77CCA 1 1 EXHIBIT A TO SPECIAL WARRANTY DEED Legal Description The North 122 Feet of Lot 2, in Block 4, and all of Lot 3, in Block 4 of Montvue Park, according to the plat thereof, filed in Book 17 of Plats at Page 1107, Records of Ada County, Idaho. -3- nr,5ra nM% 779r. 17 Q[ J. QAV10 NAV U I0"'MlOFR Project No. F-FR-3271(044) f'SE, IOAt-10 Key 03250 3J�I L10 AN 9:36 Parcel No. 12-R Parcel ID No. 0 RECORDED -REQUEST OF STATE C FEE - t: DEPUT r 10100241 7 puree/ _-L THIS INDENTURE between the STATE OF IDAHO, IDAHO TRANSPORTATION DEPARTMENT, acting by and through the IDAHO TRANSPORTATION BOARD, Grantor, and, GLENN L. GRIFFITHS and TRESHA GRIFFITHS, husband and wife, 3295 North Montvue Drive, Meridian, Idaho 83642, Grantees. WITNESSETH: That the Grantor, for value received, does by these presents remise, release, convey and forever QUITCLAIM, unto the Grantees the following described tract of land situated in the County of Ada, State of Idaho, to -wit: A parcel of land being a portion of Lot 1 in Block 2 of Montvue Park, a subdivision in the Northwest quarter of the Northwest quarter of Section 16, Township 3 North, Range 1 East, Boise Meridian, according to the official plat thereof filed in Book 17 of Plats at page 1107, records of Ada County, Idaho, more particularly described as follows, to wit: Beginning at the Northwest corner of Lot 1 in Block 2 of said Montvue Park, Ada County, Idaho; thence South 80033146" East (shown of record to be South 80012' East) along the North line of said Lot 1 a distance of 181.00 feet to the Northeast corner of the tract of land as described in that certain Warranty Deed Dated January 13, 1966 and recorded in Book 530 at page 318 as Instrument No. 631027, records of Ada County, Idaho, being also the POINT OF BEGINNING; thence South 89°38114" West a distance of 33.37 feet; thence South 0°21' 40" East a distance of 114 .5B feet to a point. in the South line of said Lot 1; thence South 78°08' 46" East (shown of record to be South 77'47" East) a distance of 53.00 feet to the Southwest corner of the tract of land as described in that certain Warranty Deed dated February 1, 1966 and recorded as Instrument No. 631741, records of Ada County, Idaho; Page 1 RECORD AT THE REQUEST OF THE STATE OF IDAHO December 20, 2000 FEE EXEMPT - I.C. 67-2301 QUITCLAIM DEED Project No. F-FR-3271(044) Key 03250 Parcel No. 12-R Parcel ID No. 0041537 thence North 8°49123" West along the East Line of said parcel Instrument No. 631027 being also the West line of said parcel Instrument No. 631741, a distance of 127.25 feet to the POINT OF BEGINNING. The above described parcel contains approximately 0.117 acres and is subject to all easements of record. NOTE: THIS DESCRIPTION IS BASED UPON THE CITED DEEDS AND THE PLAT OF MONTVUE PARK, AND WARRANTY DEED, INSTRUMENT NO.S 8710858 AND 8710859 FOR PARCEL NO. 12 OF PROJECT NO. F-FR-3271(44), STATE HIGHWAY 55. A FIELD SURVEY WAS NOT PERFORMED TO VERIFY BOUNDARIES. Subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record or appearing on the land. IN WITNESS WHEREOF, The Grantor has hereunto executed these presents on the 20th day of December, 2000. STATE OF.IDAHO, Acting by and through the Idaho Transportation Board BY:%, '71L' I STE' N C. HUTCHINSON, Assistant Chief Engineer (Development) Page 2 RECORD AT THE REQUEST OF THE STATE OF IDAHO FEE EXEMPT - I.C. 67-2301 December 20r 2000 QUITCLAIM DEED Project No. F-FR-3271(099) Key 03250 Parcel No. 12-R Parcel ID No. 0041537 STATE OF IDAHO ) ss. County of Ada ) On this 20u' day of December, 2000, before me, the undersigned, a Notary Public in and for said State, personally appeared STEVEN C. HUTCHINSON, known to me to be the Assistant Chief Engineer (Development) for the State of Idaho, Idaho Transportation Department, by and through the Idaho Transportation Board, whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same as such Assistant Chief Engineer (Development) forjthe State of Idaho. `�•yrurnq�� / OTARy `"�'L°� I (SEAL) .0•..6 Notary Public for Idaho K4P�' pUp Residing at Boise ~'••...••'R' My commission expires 03-05-02 Page 3 RECORD AT THE REQUEST OF THE STATE OF IDAHO FEE EXEMPT - I.C. 67-2301 December 2D, 2000 7 II-= 6613130 DEED IS, OR VALUE RE, GEIVED, ' FIDELITY FINANCIAL SERVICES, INC. a corporation duly organl7ed and e:deting under the lava of the State -of Idaho, grantor, does hereby Grant, Bargain, Sell and Convey unto DOli.VlAn,E HOLLINGSWORTH AND ROBIN HOLLINGSWuR�HH, husua+td ana rife 6ranteu whose current address is ;310 nOitTn MUN'TWE DRIVE, MERIDIAN, .1•DMO 83642 the'folloving described real estate, tO-Wit: ' A portion of Lot 8, Block 1, MONTVUE PARK, according to the official plat thereof, filed in Book 17 of Plats at Page 1107, records ae Ada County, Idaho, more particularly described as follows: Commencing at the Southeasterly corner of said Lot 8; thenca North 80°12' Wast along the South lino of Lot U, a distance of 203.0 feet; thence ;north, a distance of 140.21.'eat to a point on the North line of Lot 8, that. is North 74003' Wust, 189.35 feet more or loss from the Northaasterly corner of said Lot 8; thetice South 74*03' East, 189.35 feet more or less along said line to the Northeasterly corner of Lot 8; thence South 8°18' East,'124.10 feat along the East line of Lot 8 to the Southeast, corner of Lot 8, the REAL POINT OF. BEGINNING. TO 11AV]i;. AN D TO I FOLD Tho snid• premises, with their ftppurtcnnnce:a unto the said Grnnlee heirs and sash. forever IN «1T E55 %VHERrOr, , The. Grantor, pursuant to a resolution of its Board of Directors has caused its corpueate.'rintne to lip hereunto subscribed by 1L4 President and its corporate seal to be afted by its Gecrebiry this . :A-r- 5T:. •i t;i "t mtul. • 1 .. :,t: I'I' !!CI. •,i .....t ':.t •.. i'.;••:: rpt •.gl:ul:..l{•r:.t: eJ LZ ,I t.q: It •.•t•...•....M? •tlt. .'p :1:. '1lti: kll:bi l• Se. 10.11% .: tlt:.1131 : :.Ittc. tRr urttL'n .namill,ntl of lice IY': •. nl ul.•nueCnt .m rdtalt .,ml :etr•nau,+r, and .... It.•A tn:::d !:. me IINI -.: tl L•.t I4.I JI4,17 Jt[•. tll:.t IL•e -aloe S FCILLTA RY, STATE Or 1DA110, COUNTV OF , . `• I Iterehy certify VIM Lhi:t Instrument n>; tiled for mcurd 'at the requtwt of at minuct•3 1t1EL _ n'ciock • yl., i_ day of [P ' �„ it. m} atTicv anti cola recorded in h4il' .tf Deids at Palau Es-001cu, Recorders I11. 1 I. Ole, Deput;. Ircce 5 Y' - yinil to- ADA COUNTY RECORDER J. DAVID NAVARRO 1 BOISE IDAHO 07131/03 002 PM DEPUTY Joanne Hooper ! 11 e RECORDED —REDUESTOF i'IIIiII��IIIIIII�II��II�![I�I�1l��II� Title One AMOUNT 3.00 1031282'68 Order No.: A0321389-7R /1T WARRANTY DEED FOR VALUE RECEIVED, AUGUST M. HEIN and STELLA G. HEIN, husband and wife, the Grantors, do hereby grant, bargain sell and convey unto ARTIACH PROPERTIES L.P., an Idaho limited partnership whose current address is 2418 Pendleton Street, Boise, ID 83705, the Grantee, the following described premises, in Ada County, Idaho, TO WIT: South 205 feet of Lot 9 in Block 5 of MONTVUE PARK SUBDMSION, according to the official plat thereof, filed in Book 17 of Plats at Page(s)1107, official records of Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantee, that they are the owners in fee simple of said premises; thgt they are free from all encumbrances EXCEPT: Subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility easements (if any) for the current year, which are not due and payable, and that Grantors will warrant and de d t e same from all lawful claims whatsoever. 131 State of MAHO ) ss: County of Ada ) On this sday of July 2003 before me, the undersigned a Notary Public in and for said state personally appeared August M. Hein and Stella G. Hein known to me or proved to me an the basis of satisfactory evidence to be the persons whose n scribed to the within instrument and acknowledged to me that they executed the same. IN WI S$ REOF I ave set my hand and official sgaWfl-4,shown above. Notaryblic T Commission Expires: ®♦ {moo v® C, 1O �4C w 'z/ ADA CpI1fITY RECDADER �, DAVID NAVAARO BDISFIDANDDg/Do/D{ p{;gZpM AMRUNT 3.oa 'I'M Mafe ohon TipsneED-REQl1ECT0F �i��rllr�iirirl*rr��rir�rr�r�irlrrrfit 104125894 Order No.; A0432612 kktk(,L WARRANTY DEED FOR VALUE RECEIVED, WES LEE HOALST, TRUSTEE OF THE WES & ROSIE HOALST FAMILY TRUST The Grantor(s), do(es) hereby grant, bargain sell and convey unto ARTIACH PROPERTIES, LP, AN IDAHO LIMITED PARTNERSHIP whose current address is 2418 PENDLETON STREET, BOISE, IDAHO 83705 the Grantee(s), the following described premises, in Ada County, Idaho, TO WIT: The West 140 feet of Lot 3 in Block 5 of MONTVUE PARK SUBDIVISION, according to the official plat thereof, filed in Book 17 of Plats at Page(s) 1107, official records of Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor(s) do(es) hereby covennni to and with the said Grantee(s), that (s)he Is/ate the owners) in ree simple orsaid premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, sufTered or done by the Grantee(s); and subject to all existing potent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility easements (if any) ror the current year, which are not due and payable, and that Grantor(s) will warrant and defend the some from all lawful claims whatsoever. Dated: 09/29/04 �ST.TRUSTEE ES State of Idaho) County of Ada) On this 21rtr day of September in the year 2004, before me, the undersigned, a notary public in and for said state, personally appeared WesLee Hoalst, known or identified to me to be the person whose name is subscribed to the within instrument, as trustee of The Wes & Rosie Hoalst Family Trust and acknowledged to me the he executed the same as tnistee. Notary Residing at &arse; Waho . lST1N' •., Residing j%rnedm-,on Explrest d31041'1{HtG G�� ••"••y / •',, N ti.f' Expires - fin: 14li0 "If ....... L ADA COUNTY RECORDER J, DAVID NAVAHO 1 f BOISE IDAHO 1IM4103 12:35 PM DEPUTY idlohella Turner REMIDE0-REOUESTOF III!(II(((I(!1((1(IIIIII(ill6lllll(I( Tula Dna AMOUNT 3,03 103186760 OrderNo.: A6322967 WARRANTY DEED FOR VALUE RECEIVED, VIRGIL C. RICHEY and DELORES K. RICHEY, HUSBAND AND WIFE The Grantor(s), do(es) hereby grant, bargain sell and convey unto ARTIACH PROPERTIES, L.P. whose current address is 365 MONTVUE MERIDIAN, ID 83642 the Grantee(s), the following described premises, in Ada County, Idaho, TO WIT: Lot 4 in Block 5 of MONTVUE PARK, according to the official plat thereof, filed in Book 17 of Pints at Page(s) 1107, official records of Ada County, Idaho. TO HAVE AND TO HOLD the sold premises, with their appurtenances tmlo the said Grantcc, heirs and assigns forever. And the said Grantors) do(cs) hereby covenant to and with the said Gninlee(s), that (s)hc Ware the owners) in fee simple ofsaid premises; that they arc free ham all encumbrances EXCEPT: Subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility easements (if any) for the current year, which are not due and payable, and that Grantors) will warrant and defend die same from all lawful claims whatsoever. Dated: 11/03/03 C'. " VIRGIL C. RICHEY 01DELORES K. RICHEY STATE OF IDAHO COUNTY OF ADA ON THIS 3RD OF NOVEMBER , 2003, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC PERSONALLY APPEARED ,VIRGIL C. RICREY, DELORES K. RICHEY, KNOWN TO ME OR PROVEN TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE_ EXECUTED THE SAME. ,10pfr1lrrrlryl LAN CHRISTINE A. LANGH T s �� t]� AR Y�. ��N� NOTARY PUBLIC + G 3 E RESIDING AT: BOISE Residing at Boise; Idaho '�v; pU 0V� J:o MY COMMISSION EXPIRES: Commission Expires: 03/Od O06 03/04/06 '4T....... . pPE P (SEAT') rr.,r... lot" 1 (Jo Order No.- A0432608 ADA DOUHTy RECORDER J, DAVID HAIARRO AMOUNT 0.00 90{SEIDAHO 09f301016d;12FM 11111fIB11191i111@ll[Ifliiilf>bllf111 ➢EFUTY D-R UE I G 11104125909 RECDROED-REQUE6T OF Tills One WARRANTY DEED FOR VALUE RECEIVED, RICHARD M. WILLIS and THORA M. WILLIS, HUSBAND AND WIFE The Grantor(s), do(es) hereby grant, bargain sell and convey unto ARTLACH PROPERTIES, L.P., AN IDAHO LIMITED PARTNERHSHIP whose current address is 3555 S. MONTVUE DRIVE MERIDIAN, ID 83642 the Grantee(s), the following described premises, in Ada County, Idaho, TO WIT: Lot 3 in Block 5 of MONTVUE PARK, according to the official plat thereof, filed in Book 17 of Plats at Page(s) 1107, official records of Ada County, Idaho. Except the West 140 feet thereof, also except the East 40 feet thereof. TO HAVE AND TO HOLD the sold premises, with their oppurtcnances unto the said Grantee, heirs and assigns farcver. And the said Grantors) do(es) hereby covenant to and with the said Grantee(s), that (s)he tslart the owners) in fec simple ofsaid premises; thni they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantcc(s); and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including Irrigation and utility casements (ifany) for the cturenre t year, which anot due and payable, and that Grantors) will warrant and defend the same fram all Inwrul claims whatsoever. Dated: 09/28/04 RICHARD M. WILLIS THORA M. WILLIS STATE OF IDAHO COUNTY �OCF��ADA ON THIS 0A OF SEPTEMBER, 2004, BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC PERSONALLY APPEARED, RICHARD M. WILLIS AND THORA M. WILLIS, KNOWN TO ME OR PROVEN TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED THE SAME. ,'runu11t," CHRISTINE A. LANGH ST NOTARY PUBLIC RESIDING AT: BOISE .^� G No • • �� �= MY CONfMISSION EXPIRES: T,y : C1 e �'� '�� 03/04/06 s -3 : G ; o ' (SEAL) Residing at Boise, Idaho Expirest0 104/2006 9Z a 7 �,• f C .,� Commission off.,• •...�• t r n A Planeer Company PIONEER T=' COMPANY OF ADA COUNTY 8151 W. Rifleman Ave. I Boise, Idaho 83704 (208)377-2700 d"aa- •'�/S j 06 ' 0 ADA COUNTY RECORDER J. DAVID HAVARRO AMOUNT 3.03BOISE i DEPUTY Bonnie 0lil DEPUTY Bnnnle OberbllOp RECORDED —REQUEST OF 1050E8659 Ploneer WARRANTY DEED For Value Received Jeffi•ey T. Addy , an unmarried person and Stephanie Addy, an unmarried person hereinnner referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Artlach Properties, LP, an Idaho Limited Partnership hereinafler referred to as Grantee, whose current address is 2770 East Franklin Road, Meridian, iD 83642 the following described premises, to -wit; Lot i in Block 3 of Montvue Park Subdivision, according to the plat thereof, fled in Book 17 of Plats at Page 1107, records of Ada County, Idaho. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the sold Grantor does hereby covenant to and with the said Grantee, that Grantor Is the owner in fee simple. of said premises; that said premises are he from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and casements visible upon the premises, and that Grantor will warrant and defend the some from all claims whatsoever. Dated: June 29, 2005 tleftray T. Addy ' —"Step Addy STATE OF IDAHO. ugly of Ado, ss. On this / day of In the year of2005, before me Suson J. Merritt, notary public personally appeared Jeffrey T. Addy and Stephanie Addy known or identified to me to be the person/parsons whose name Ware subscribed to the within instrument, and acknowledged to me that halshelthey executed the some. I. ,-,nTAJtp�-.. %M / Susan J, Merritt ' J'UB0C4otary Public of Idaho nj '• .•••••,,. �4*11csiding al Caldwell, ID Commission expires: May 5, 2011 ht 1 � .rt ' A Plannar Company PIONEER TITLE COMPANY OF ADA COUNTY 8151 W. Rifleman Ave / Boise, Idaho 83704 / (208) 377 -2700&f — ADA COUNTY RECORDER J. DAVID NAVARRO 2 NOISE IDAHO 07114104 00;55 PM DEPUTY Bannle OberbI1119 r I r REWRDEO—REDUWOF IIII"II'�I�I�III�'II+�I,I�,IIII���I� pioneer AMOUNT 6,01) 104089029 WARRANTY DEED (wnrVr00AL) FOR VALUE RECEIVED KENT A. FUHPIW , A SINGLE HAN AND JAMES FUHPW AND DIANE C. FUHRMAN, HUSBAND AND WIFE Grantor s , do hereby grant, bargain, sell and convey unto JOSE M. ARTIACH, the Grantee , whose current address is: the following described teal property In ADA County, State of Idaho, moreparticulary described as follows, to -wit: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF. SUBJECT TO AN EXISTINl3 CORMACT OF SALE DATED JT.INE 17, 1994 EEPh1EEN -THE STATE OF IDAHO, IDAHO TRANSPORTATION DEPARTMENT AND iENi` A. FUM MAN AND JAMES FUHRMAN. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee , and Grantee heirs and assigns forever. And the said Grantor sin hereby covenant to and with the said Grantee , the Omator at arethc owner s In fcc simple of said premises; that said promises are free from W encumbrances, EXCEPT those to which this conveyance is expressly male subject and those made, suffared or done by the Grantee ; and subject to reservations, restrictions, dedications, casements, tights of way and agrectacnts, (if any) of record, and general taxes and assessments, (includes irrigation and utility assessments, (ifany) for the eurtentycar, which are not yet due and payable, and that Grantor s will warrant and defend the saare from all lawful claims whnuocyer. Dated: April 04, 1996 H —� ENT AA. JAMES FUHAMAN , DIANE C. VURKMAN STATE OF 11)AHQ , County of ADA , as. On this t _dny of_ApriI in the year of. 1996 , before me PENNY R CO Rs pV o[pprryy per - Ilia a cd 4j A. Ft,_rw^� a— ri:�w� 174tir'rr�rtih —fi'vtht ',. public, per- tihr)Te7,rt , p rat Ved to me to be the persort5whose named afel subscribed to the within instrument, and kqeble tojpn that executed the sane. _ �, c d y 3 ;' Noray ubti 1 4 .� r5 Residing at: My Commission Expires: T EXHITIT "A" He Number_ P144754 A PARCEL OF LAND BEING ON THE EASTERLY SIDE OFTHE EASTERLY RIGHT OF WAY LINE OF EAGLE ROAD, PROJECT NO. F-FR-3271 (044) HIGHWAY SURVEY AS SHOWN ON THE PLANS THEREOF NOW ON FILE IN THE OFFICE OF THE IDAHO TRANSPORTATION DEPARTMENT, AND BEING A PORTION OF LOTS 5, 6, 7 AND 8 IN BLOCK 5 OF MONTVUE PARK, ACCORDING TO THE OFFICIAL PLAT THEREOF FILED IN BOOK 17 OF PLATS AT PAGE 1107, RECORDS OF ADA COUNTY, IDAHO, DESCRIBED AS FOLLOWS, TO -WIT: BEGINNING AT THE SOUTHEAST CORNER OF LOT 5 IN BLOCK 5 OF SAID MONTVUE PARK, ADA COUNTY, IDAHO; THENCE NORTH 69 DEGREES 17'22" WEST ALONG THE SOUTH LINE OF SAID LOT 5, A DISTANCE OF 150.0 FEET, MORE OR LESS, TO A POINT IN A UNE PARALLEL WITH AND 7D.0 FEET EASTERLY FROM CENTERLINE AND OPPOSITE STATION 49+81.00 OF SAID EAGLE ROAD, PROJECT NO. F-FR-3271 (044) HIGHWAY SURVEY; THENCE ALONG SAID PARALLEL LINE AS FOLLOWS; NORTHERLY ALONG A 5799.58 FOOT RADIUS CURVE RIGHT - 62.55 FEET TO A POINT OPPOSITE STATION 50+43,03 OF SAID HIGHWAY SURVEY; NORTH 0 DEGREES 21'40" WEST - 556.76 FEET TO A POINT WHICH BEARS NORTH 89 DEGREES 38'20" EAST FROM STATION 55+99.79 OF SAID HIGHWAY SURVEY; THENCE NORTH 89 DEGREES 38'14" EAST LEAVING SAID PARALLEL LINE 100.0 FEETTO A POINT IN A LINE PARALLEL WITH AND 170.0 FEET EASTERLY FROM THE CENTERLINE AND OPPOSITE STATION 55+99.79 OF SAID HIGHWAY SURVEY; THENCE NORTH DEGREES 21'40" EAST ALONG SAID LAST PARALLEL LINE 221.89 FEET TO A POINT IN THE NORTH LINE LOT 8 OF SAID BLOCK 5 AND OPPOSITE STATION 58+20.60 OF SAID HIGHWAY SURVEY; THENCE SOUTHEASTERLY ALONG SAID NORTH LINE 45.0 FEET, MORE OR LESS, TO THE NORTHEAST CORNER OF SAID LOT B; THENCE SOUTHERLY ALONG THE EAST LINE OF LOTS 8, 7, 6, AND 5 OF SAID BLOCK 5, A DISTANCE OF 837.25 FEET, FORMERLY 800.00 FEET) TO THE PLACE OF BEGINNING. END OF LEGAL DESCRIPTION ADACOUNTYRECORDER J,.D _AVIDNA.,, ,0 AMOUNT 3A0 BOISE IDAHO 11130/06yy 0" PM RECOROED-REQUESI ; Stewart Title Company 106187443 aF L' srsn+C1S� j 4 art ,v 49+� title of nampa (. K093 col TIC WARRANTY DEED For Value Received CDT II Enterprises, LLC, an Idaho Limited Liability Company the Grantor, hereby grants, bargains, sells, conveys and warrants unto Meridian Medical Plaza, L.L.C., an Idaho Limited Liability Company the Grantee, whose current address is 1263 W. Wickshire Ct., Eagle, ID 83616 the following described premises, to wit: Lot 1 in Block 1 of Montvue Park, According to the official Plat thereof, filed in Book 17 of Plats at Pages 1107-1108, records of Ada County, Idaho. Parcel Number: R5791500005 SUBJECT TO: Current General Taxes, a lien in the process of assessments, not yet due or payable. Easements, restrictions, reservations, provisions of record, and assessments, if any. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, their heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that it is the owner in fee simple of said premises, that said premises are free from all encumbrances and that he will warrant and defend the same from all lawful claims whatsoever. Dated this 28th day of November, 2006 CDT 11 EnteJprises, LLC /) j I BY i �C 1� S. Carl Nicolaysen Manager STATE OF Idaho ) ss. COUNTY OF Ada ) On this 30th day of November, 2006, before me, the undersigned, a Notary Public, in and for said State, personally appeared S. Carl Nicolaysen known to me, on the basis of satisfactory evidence, to be the Manager of the Limited Liability Company that executed the instrument and the foregoing instrument was signed on behalf of said company by authority of consent of its members and acknowledged to me that he/she/they executed the salve. WITp CIAL SEAL. •o••ea•aoe•a•aao NotaResipa, Idaho / >, (O My commission expires ✓02 t! O 9 Stewart Title of Boise, Inc. Tile Number: 6048673 'q�+t ° ° "• Warranty Deed - LLC Lei G•° •�' �06'°°,, ADA COUNTY RECORDER~AVID NAVAHflO AMOUNT 3.00 BOISE IDAHO 100106 tt, _.,:PM DEPUTY Vicki Allen III IIIIIIIIIIIIIIIIIIIIIIIIIiIii li 111 RECORDED -REQUEST OF Stewart Title Company 10616 r860 a f tle of nampa Lt 04 412- TN WARRANTY DEED For Value Received Jackie L. Robinette and Stuart W. Robinette, Wife and Husband the Grantor, hereby grants, bargains, sells, conveys and warrants unto Meridan Medical Plaza, L.L.C., an Idaho Limited Liability Company the grantee, whose current address is 1263 W. Wickshire Court, Eagle, ID 83616 the following described premises, to wit: Lot 10 in Block I of Record of Survey No. 3686 recorded October 10, i996 as Instrument No. 96085I59, said Lot 10 being portions of Lots 10 and 1 I in Block 1 of Montvue Park, According to the official Plat thereof, filed in Book 17 of Plats at Page 1107, records of Ada County, Idaho. Parcel Number: R5791500095 SUBJECT TO: Current General Taxes, a lien in the process of assessments, not yet due or payable. Easements, restrictions, reservations, provisions of record, and assessments, if any. TO HAVE AND TO BOLD the said premises, with their appurtenances unto the said Grantee, their heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that it is the owner in fee simple of said premises, that said premises are free from all encumbrances and that he will warrant and defend the same from all lawful claims whatsoever. Dated this 18th day of October, 2006. Jdc e L Robinette Stuart W Robinette STATE OF Idaho ) ) ss. COUNTY OF Ada ) On this 20th day of October, 2006, before me, the undersigned, a Notary Public, in and for said State, personally appeared Jackie L. Robinette and Stuart W. Robinette known to me, and/or identified to me on the basis of satisfactory evidence, to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. WITNF, S MY HAND�ICIAL SEAL. •GAL Cf..� �l�r Notary Public: Trina Nishitani TRINA NISHITANI Residing at: Caldwell, Idaho NOTARY LIC My commission expires June 28,� �� STATE:'OF. ►DAHO Stewart Title of liaise, Inc. File Number: 6048412 Warranty Deed Page I of 1 RECQRD.... �r a.CA cuUNT`1 RECORDER n�:Ir,a0AR!tn FEE; —OE 2302 SP 102103572 STElr m i r,-jkC— iA QUITCLAIM DEED THIS INDENTURE, Made this 6th day of September, 2002 between SALLIE A. ROHR, WIFE OF GRANTEE as Grantor and ERIC P ROHR, HUSBAND OF GRANTOR as Grantee whose current address is 3460 N. NONTVUE DRIVE, NBRIDIAN, ID 83942 WITNESSETH That said Grantor for and in consideration in lawful money of the United States of America, in hand paid by the Grantee, the receipt whereof is hereby acknowledged, does by these premises remise, release and forever QUITCLAIM, unto the said Grantee and to its heirs and assigns all that certain lot, piece or parcel of land, bounded and particularly described as follows, to-wiv LOT 11 IN BLOCK 1 OF LOT LINE ADJOSTMBNT SURVEY KO. 3686, RECORDED OCTOBER 10, 1996 AS INSTRIItO;N'P NO. 96DB5159, BEING A PORTION OF LOTS 10 AND 11 IN BLOCK 1 OF NONTVUE PARK SUBDIVISION, ACCORDING TO TER OFFICIAL PLAT THEREOF, FILED IN BOOR 17 OF PLATS AT PAGE 1107, RECORDS OF ADA COMM, IDAHO. Parcel Number: R5791500105 TOGETHER With all and singular the tenernents, hereditaments and appurtenances thereunto belonging or in anywise appertaitting, the reversion and reversions, remainder and remainders, rents, issues and profits thereof. TO HAVE AND TO HOLD, All and singular the said premises, together with the appurtenances, unto the Grantee and to its heirs and assigns forever. IN WITNESS WHEREOF, The said Grantor has hereunto set its hand and seal (be day and year first above written. SALLIE A. ROHR State of IDAHO ss. County of ADA On this _ day of _I �� z , before me, the undersigned, a Notary Public, in and For said rate, personally appeared SALLIE A. ROHR known to me, and/or identified to me on the basis of satisfactory evidence, to be the person(s) whose name is/are subscribed to 4ui&iu gslrument and acknowledged to me (hat she executed the same. • ` ST' AFp fj''�.,� y WITNESS Y13 AND 0IT(s AL. �) TAF, ~�• r 1 �O } Notaryry P licPI `� • * i R idin at: BOISE DA TO *% P •n C ission Expires: �, �� /0 .j r1''°••...•' Df Tires rORM FUa MMM coax-riny op, ALLIANCE TT7f'LE FSC ROW CORP. MAD A APPROM try Q A}j7EpM, 96028651 Al t fa•!PR TITLE AV GO. nECORDE R J. DAVID IIAVARRO BOISE ID 2001001441 '98 8PR 5 Pn 4 3 FEC 0a LtY RECOADED AT TNT tPf f PAr'F ABOVa Time LtNa POR RscORDtNO OAt'A--__�_ Order No.t 96ncnac6 WO/CW WARRANW DEM FOR VALUE RRCHMM DONALU L. LAMM, AN UNM1tRRnM pBR90N GHANTDA(S), does(do) hereby GRANT, BARGAIN, SELL field CONVEY uutd 8onM W. 13EN'C3:P:^HR AND cRARLF,V K, HENT2?"GER1 13USt�'D AID WTFH GRANZ'4M1 whosa curnettt addrcu Is; 3254 TVi7g DRIRE, 1!il3RIDS1�N, IDAHO B3 642 the fniloumMON ,nd deacrihed real p n�rty in M dcscrlbed as rnt!t,wS, to wit: AOA County. State of Idaho, mnrc patticularly As set forth an the attached MITIMIT "AN0 which by thin reference hecWas apart hereof, TO HAVE AND TO HOLD the Bald premlem, with their a)tpartenattce� ttnt4 the field Gram Ws) heirs and assigtu forever. And the said Grantur(s) doe^rdn) hereby c110 the to Grarace( e, sannd Grantrefs), that Grantar(q) Islare the owners) to fee sf mpie of said premism; that said prcmisev are free from all encumbrances, ?Xr-FPT those to which this conveyance is exprtscly m:.tle subject and those made, suffered or done by the GranteL(sl; t.nd subject ld resrrvatinns, restriainns, dedications, easements, rights of way and agreements, (ifanv) nrrecord, and general taye, and msesaments, (Inch ding irrigation and urfriv assessments, if .tny) for the current year, which are not yet due and payahie, and that rrantnr(v) will warrrant and defend the same from all lawful claims whatsoever. Dated: April 05, 1996 STATE OF ID COUTITYOF ADA On thf! 5 th day of April , In the year of 1996 , before me, the undersigned, a Notary Public in and for said State, personalty appeared 00mr LD L. LAyNS uwn„ StMTt,`,h`y, krsn+vrt or (dattlAed h�'uJ;s orffort{s) w!tose names) la1 ubscribed to the within lttatnunen and acknowledged to may m !y'. r . M'tj,. j •vvP.'Ved the same. 4 / S to�� w E Signature: 'per`...••. t Name: MISTINS A. TON • l�., J WHI4`PING- Residing at: 90ISS, J DAH9 ORDER NO. 96050856 WO/Cm 200;M1442 �I13IT °A" Lot 8 in Slack 1 of MOFrAM PARK, according to the Official Plat thereof, filed in Bonk :7 Of Plats at Pagp(s) St07, records of Ada Co•.inty, Idaho, FXL:Hvx TIM FOLLOWING TWO PARCELS; RXZRPT2D PARCEL I COMMONCIVG at the Soucbeasteriy corner of aaid Lot 8, thence Ne:::. 85 degrees 12' We along the South line of Lot 8, a dietanre of 203.0 faet, thence North a distance of 140.21 feet to a point on the North line"of Lot S,'rhat is North 74 degrees 03' West a distance of 1A9.3S feet, more or Zees from the Northeasterly corner of said Lot 8, thence Eolith 74 degrees 03' East: a distance of 189.35 feet:, mere or lees along-sRid line to the Northeasterly corner of Got 8, thence South 9 degrees IS, Eset a distance of 124.20 feet along the Mat line of Lot 8 t-o the .Southeast corner of Lot 8, the REAL POINT OF AP.GIW.IING. SECBPTSD PARCEL 2 A parcel of lant2 being on the Easterly Bide of the centerlins of Eagle Road,�Proj4ct No. P-Fp 3271 (44) Highway Survey an shown on the pane thereof, now on file in ,b ay Sur ey the Idaho Transportation DepartmenL Division'of Highways, and being a pnrtioa'nE Lot s in Block 1 of Mt7N' IP PARK, ar-''nrdi.n7'to the OfEicial Plat thereof, filed in Bonk 17 of :Cats at Page 1107, records of Ada County, Idaho, desrribed as follows, tr, wit: ERGINNIM at the SolithV*st corner of Lot 8 in Block 1 of said Z'VT; 'L P71Pi[, Aria County, Idaho which bears North 89 degrees,381204 East a distance'of 30.01 feet from station 60+32-62 of said Eagle Road, Project No. F PR-327: (44) Highway Surrey, tht-nce Worth 0 degrees 21'45." Hest (shown of record to be North) -along the W?st line of said Lot 8, a distance of 115.45 feet to the Narthmeet cOrnar thereof which bears North 89 degrees 3R'20" East a dietanca of 30.00 feet from station 6I+48.07 of said Highway survey, thence south 89 degrees 1914E0 East: Iphown of record as South 88 degrees 58' EpRt) along the North line of said Lot 8 a distance of 40.0 feet to a point in a line parallel with and 70.0 feet Easterly from the centerline of said Highway Survey, thence South 0 degrees 211400 Fast along said parallel line a dierance Of 121.64 feet to a point, in the South line of 6a10 Lct 8, thence North 80 degrees 33146• West (shown of record to be North 80 degrees 12' Went) along said South line a distance of 40.59 feet to the PJ.4r? OF BEGINNING. °€60RD€ VEST OF ABA COUNTY RECORDER 1 J. DAVID NAVARRO � 6mI�C.1O","2 FEE DEPUTI l 2001 JA 31 PH 3.' 48 10 (0 6 8 0 1 6 � 00 QMTCLAIM DEED For Value Received, Grantor, Arles F. Hoffbauer, an unmarried person, does herebyeonvey,release, remise, and forever quitclaim unto Grantee, Arles F. Hoffbauer, as Trustee of The Arles Hoffbauer Trust, dated January 30, 2001, and any amendments thereto, of 3435 E. Franklin Road, Meridian, Idaho 83642, the fallowing described premises, situated in Ada County, Idaho, to wit: Lot 2, Block 1 of Montvue Park Subdivision, according to the Plat thereof filed in Book 17 of Plats at page 1107, records of Ada County, State of Idaho. subject to any encumbrances thereon, together with their appurtenances. DATED this�4%day of January, 2001. Arles F. Hoffbauer STATE OF IDAHO ) ) ss. COUNTY OF ADA ) On this A fd—ay of January, 2001, before me, a notary public in and for said state, personally appeared Arles F. Hoffbauer, known or identified to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that he executed the same. Notary Pub is for Idaho Residing at: Meridian, ID My Commission Expires: 1/23/06 0P 19 Title. File No.: B93-18081 WARRANTY- DEED 1530001073 FOR VALUE RECEIVED ::•SANUEL E. CORN and.DETTY L. CORN, husband and wife GRANTOR(s), does(do) hereby GRANT, BARGAIN, SELL and CONVEY unlo GLENN L. GRIFFITIIS and IMMM GRIFFMIS, husband and wife TRESM North GRANTEE(S). whose current address is: 3295 htontvue . Drive, meridian, Idaho 83642 the following described real properly in Ada County, Slate of Idaho, more par licularly described as follows, to wfl: All that portion of Lot 1 in Block 2 of MO,KTVUE PARK, according to the official plat thereof, filed in Book 11 of Plats at Page 1101, records of Ada County, Idaho, being more particularly described as follows: ' Beginning'at the Northwest corner of said Lot 1; thence South 80'12' East 181.00 feet to the TRUE POINT OF BEGINNING; Ebence South 80'12' East 181.35 feet; thence South 0'12' West 172.60 feet; thence North 63'52' West 177.48 feet; thence / Northerly 128.0 feet more or less to the TRUE POINT OF BEGINNING. �J TO HAVE. AND TO HOLD the said pramises: with their appurtenances unto the said Grantee(s), and Grantee(s) heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Granlor(s) islare the owners) in fee simple of said premises; that said premises are free from all encumbrances. EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Graniee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general lazes and assessments, (including irrigation and utility assessments, it any) for the current year, which are not yet due and payable, and that GIwill warrant and defend the same from ail lawful claims whatsoever. Dated: April 6, 1993 f���'Bet • Cl,� �!1rC�.................. ' ••�Samt 1"E:.'Corri ....... Y.... H0tI7y'' Li•.�"COCd�.r... srn7E of Idaho.. county of .Ada ss J 3 —2541.3 On II.. 66...,...'. day ar April In Ih¢ ear•ol :-! 9,. r...r, before me,. the undersigned, a Notary „POISETr[(LE & ESCROW pbb'A .' In 0nd ,tor -'said State, personally appeared .:DA �; .t•, ; ?...•, FOR Samuel ;. Cotn'and.Betty L. Cora :,• :. •.t .:......':......:.................................. RECORDER Jl' (u+'�s7,\ 7......................... known or Identilled to mo to be the;;�h /on .. 5jj. whose name dKR....... , subscribed to IhoI, Inbtn,m acknowledged to ma Ihai ,KhRx „ 'p� th r 93 flPR 7 Pal `l. 23 .. ... GSharon H. Nilson tlamo:....,... ...................... Boise, Idaho Residing at: ............. 0SYI3%99.....My commisslon expires ..... INip Boise Title & Escrow, Inc. I WARRANTY DEED -0 FOR VALUE RECEIVED SAHULL E. CO&y AI4D BETTY L. CORN, HUSBAND AND WIFE G'ANTONO. does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto GLF.NN L. CRIF'tITi{S• AND TRESHA GRIFFI7'i15, HUSBAND AND WIFE NTVUE. DRIVE, 14EDIAN, IDARO ADA County, slate of Idaho. GRANTEE(S), whose current address Is: 3295 IiORTH HORIE13G42 the following described real properly in more particularly described as 10110yrs, to wlt: 'LOT 9 EXCEPT THE SOUTH 205 FEET IN BLOCK 5 OF f,IONTVUEW PARK SUBDIVISION, ACCORDING TO THE OFFICIAL PLAT'TIIEREOF FILED IN BOOK 17 DF PLATS AT PAGE 1107, RECORDS OF ADA COUNTY. IDAHO• p rCel. ' PO16ETITLE b ESCRC71 ADA C.. RECORDER J. DAI`i�' -i!N 1ER0 Bois[ 10 `93 N011 3 fl� 1156 FEE RECOFuE3 AT THE Rc'gUEST OF TO HAVE AND TO HOLD the slid premises, with their appurtenances uul6 the said Granlee(s), and Granlee(s► halts and assigns forever. And the said Grantors) doeafdol hereby covenant to and with the said of said encumbrances, EY.CEPT thoserto which this conveyancelis expresspremises: made subject and rthose made, emises are rsuilee tened or ts of way and donee by-the -the'(iGranl) of r); and, and subject I'a l laxesaatnd assesemernts, (including irsigalion and lulllilyhassessments, g year, which are not yet dud and payable, and that Granlcr(s) will warrant and defend the same any) for the current y .from all lawful claims whatsoever. Doled: NOVEHBER 1., 1993 9ItHUEL E. COM STATE OF ..... IODIiO....... I County al ....,... ADA ,......., se. On 11113 ...:..,.., day el ............. NOVI•F1RE1{,............. In the ynpr oY,.1.9.9•�, before me, the undersigned, n Nolary Pubticr.lii.''and lorl/snld Slate, pe:aanally opparvod .yt.:: :•+. sf n.i.. ..................... r uD 11ETTY, 1,.,, GO... SAI;l1IFiL, [1tiRN,.�4:....� .....:. ....................yyyyyy knawn7nF Id'nhlllla'cllobi �to.ba Ihu parson v whose na-4. 5 ....,..AllLs•,a4'aPc'toad lu I Unl Iru m nrAno4rled6d. o ma liinl .,•• '�� 51{ARON H: WILSDN, Ngme: .....,.. roe. u,wen . .... IMl , naslding at: ............DOiS.. ,5�13%19�4 l.ty cammisalcn asplros:.................. ease Title & EscrOW9 Baal". �. a, •r A Pioneer CornpanY PIONEER TITLE COMPANY OFADA COUNTY 8151 W, Rifleman Ave 11lolse, Idaho 83704 1 (208) 377-2700 WARRANTY DEED For Value Received RANDALL G. CALKINS and TANYA L. CALKINS, husband and wife hereinafter referred to as Grantor, does hereby grant, b aln, sell, and convey unto WDALE 13. LINDLEY and LINDLEY, husband and wife heretmfter referred to as GnmteE, whose current address is 3315 E, FRANKLIN RD., MERIDIAN, ID 83642 the following described premises, to -wit: Lot 5 in Block 1 of MONTVUE PARK sl]BDIVISION, according to the Official Plat thereof?, filed in Book 17 of Plats at Page 1107, Official Records of A11A County, Idaho, PfONE�R TITLE RECORDED -REQUEST OF ADA CGUNTY RECORDER J. DAVID IIAVARRO %% 0191SE, IDAHO FEEs�__._DENTYA4k, 8990C29 Pig 4:55 99106353 To HAVE AND TO HOLD the said premises, with their appurteaancea unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covennot to and with the said Grantee, that Grantor Is the owner to fee simple of said premises; that said Premises are free From an encumbrances except mantel years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easementseasements of record, and ease visible upon the premises, and that G=tor will warrant and defend the same from all minima whatsoever. tDALL ber 29, 1999. CALKKINS TA-M rjCALKIENS ,.;I. "'o STATE OF IDAH©'` COUNTY OF; ADf t .` 4 r � `t r1; On ThislM tiny orWbber, in4hj year 1999, before me, a Notary Public In and for said State, personally appeared RADjDAi r,. g hkil, - aced TANYA L. CALKINS, known or identified to me to be the pemon(s) r do instrument, and ackaJ wledged to me that they executed the same, whose name(sf gre�l;ltb@cribcd y,th ��Uuu■■r■a - hllddletud.ldabo Notary Publicofidaho Lfr rJ� Commtasru4 E:plro•. 97.21•7603 Residing at Merldiassldalrc Cormnnission expires: '— C.� gi21 j2Q0:-� ( _ z� f�d �:_ - RLE RECORDED-REGUEST OF .I OUNTY RECORDER A PloneerCd DAVID 14AVARRO r'8>115E, IDAHO FEE DEP PIONEER FAMUP*3 PH 3t 59 9 8 4 2 8 4 8151 W. Rifleman Ave / Eloise, Idaho 83704 1 (208) 377-27DO Ia1nnP3 CS WARRANTY DEED (tNDMOUAL) FOR VALUE RECEIVED RICHARD K, CHADWICK AND BRENDA C. CHADWICK, HUSBAND AND WIFE Grantor a , do hereby grant, bargain, sell and convey unto DALE B. LINDLEY AND JANE LINDLEY, HUSBAND AND WIFE *HEMZAN, Zb 83-642 the Grantee s , whose current address Is: 3335 FR.ANKLIN ROAD, *W:pgq, ID 831g4 the following described real property in ADA County, Smteofldaho, moreparticulary described as follows, to -wit: LOT 4 IN BLOCK 1 OF MONTVUE PARK, ACCORDING TO THE PLAT THEREOF, FILED 6N BOOK 17 OF PLATS AT PACE 1107, RECORDS OF ADA COUNTY, IDAHO 9 I& CC-- R;:ECO ER 1 DA1'l3 V PRO BOISE P4 NEER TrrLS 1PLEASZ RMCOSD TO CORRECT TORN AAHS 44 RE `98 �fl P�1 FEE I.AMF 1140 0tiTTH0 TO HAVE AND TO HOLD the said premises, with their appurtennnces.unta the said Grantee sand Grantee hdrs and assigns forever. And the said Grantor glo hereby covenant to rind with the said Graates s , the Grantor s are the owner s in fee simple of said premises; that said premises are free fji ra all encumbrances, EXCEPT those to which this conveyance Is expressly made subject and those mode, suffered o0one by the Grantee a and subject to reservations, restrictions, dedications, casements, rights of way and agreements, (if any) of record, and general taxes and assessments, (includes Irrigation and utility assessments, (if any) for the current year, which are not yet due and payable, and that Granter s will warrant and dcrend the same from all lawful claims whatsoever. Dated; L CHART) K. CIiADWICK Na C, CHAOWICK STATE OF Tdaho , County of —Ada , ss, On this �nrtli Mnrr_h , in the year of 1998 , before me nahhi r Andrrvn a notary public, per- - ,.J. nt._a..t ..0 .. rr Rranrtrt C__C• -- - 9' tlu subscribed to the within instrument, ano m� Sd $Qti�q nT,'? the persou s]vhose name s_ _err ridg � �_'tf,at executed the same. S, 73 u s or tP -% p Notary Public. ro %,� �'"«�'�� 4 �` • Residing at: A„J Ta l n -- `'�,,T$ OP iIts �, My Commission F-xpires: Residing is BWtae, IdBbu 4�� AFTER RECORDING MAIL TO: Touchmark Living Centers, Inc. File No.: 4102-317681(PC) ADA COUNTY RECORDER J. DAVID NAVARRO BOISE IDAHO 03/11104 04:24 FM REKathy Ingraham RECORDED ED-REQUEST OF 11 First American 104027537 AMOUNT 6.00 WARRANTY DEED Date: March 10, 2004 For Value Received, Theresa Reiswig and 3ustin Reiswig, wife & husband , hereinafter referred to as Grantor, does hereby grant, bargain, sell and convey unto Touchmark Living Centers Inc., a Oregon Corporation, hereinafter referred to as Grantee, whose current address is 5150 SW Griffith Drive, Beaverton, OR 87005, the following described premises, situated in Ada County, Idaho, to wit: LOT 10 IN BLOCK 5 OF MONTVUE PARK, ACCORDING TO THE PLAT THEREOF, FILED IN BOOK 17 OF PLATS AT PAGE 1107, RECORDS OF ADA COUNTY, IDAHO. APN:R5791500270 TO HAVE AND TO HOLD the said premises, with their appurtenances, unto said Grantee, and to the Grantee's heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that the Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Ljeresa Reis i ,11stin Reiswig Page 1 of 2 I APN: R5791500270 Warranty Deed File No.: 4102-317681(PC) - continued Date: 03/10/2004 STATE OF Idaho ss. COUNTY OF Ada ) On this day of March, 2004, before me, a Notary Public in and for said State, personally appeared heresa Reiswig and Justin Reiswig, known or identified to me to be the person(s) whose name(s) is/are subscribed to the within Instrument, and acknowledged to me that he/she/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. J.�A i�,� Yesiding ary Public f the State of Idaho `id�. �i0 at: Boise, ID TA'p�ir.My Commission Expires: o2/--al to : * , LIC f ` Page 2 of 2 et Approved by Grantee DA A COUNTY RECORDER J. DAVID NAVARRO BOISE IDAHO 10/17/03 04:25 PM 2 DEPUTY Kak Ingraham RECORDED— REQUEST OF Flrcl American AMOUNT 6.00 103177867 WARRANTY DEED For Value Received Lena A. Thomas, a single person hereinafter referred to as Grantor, does hereby grant, bargain, sell, and convey unto Richard L. Carpenter, a m rried man, as his sole and separate property hereinafter referred to as Grantee, whose current address is P.O. Box 2090, Sisters, OR 97759 the following describcd premises, to -wit: See legal description attached hereto and made a part hereof. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: Oetob 2003. Le Thomas STATE OF IDAHO ) ss. COUNTY OF Ada ^ ) On This (7 tday of October, in the year 2003, before me, a Notary Public in and for said State, personally appeared Lena A. Thomas, (mown or identified to me to be the person(s) whose name(s) is subscribed to the within Instrument, and acknowledged to me that she executed the same. Notary blic of Idaho ,. ..o�. Residing at Boise PATTY I. CHUPP Commission expires: 5/08/2004 it NOTARY PUBLIC x� STATE OF IDAHO My Commicaun 'xpl= 5 &2004. EXHIBIT "A" ##249128 Lot 3 in Block 1 of MONTVUE PARK, according to the official plat thereof, filed in Book 17 of Plats at Page 1107, Official Records of Ada County, Idaho. LESS AND EXCEPTING THEREFROM that portion of said property conveyed to Ada County Highway District, being more particularly described as follows: A parcel located in the Northwest Quarter of the Northwest Quarter of Section 16, Township 3 North, Range I East, Boise Meridian, and being a part of Lot 3 of Block 1 of MONTVUE PARK SUBDIVISION, as shown in Book 17 of Plats at Page 1107, in the office of the Recorder, Ada County, Idaho, more particularly described as follows: Commencing at a brass cap monument marking the Northwesterly corner of said Northwest Quarter of the Northwest Quarter from which a brass cap monument marking the Northeasterly corner of the Northwest Quarter of said Section 16 bears South 89°20'05" East a distance of 2706.22 feet; thence South 89020105" East along the Northerly boundary of said Northwest Quarter of the Northwest Quarter a distance of 511.87 feet to a point; thence leaving said Northerly boundary South 0034105" East a distance of 40.01 feet to the Northwesterly corner of said Lot 3 and the POINT OF BEGINNING; thence continuing South 0*34105" East along the Westerly boundary of said Lot 3 a distance of 5.87 feet to a point; thence leaving said Westerly boundary North 87043117" East a distance of 114,24 feet to a point on the Northerly boundary of said Lot 3; thence North 89°20'05" West along the Northerly boundary of said Lot 3 a distance of 114.21 feet to the POINT OF BEGINNING. ,, M e ,r J.OAVID NAVARRO ASS �� 50!�F.IPAf!0 FEE 0E 4 Z000 DE 20 PH 4: 25 10 0 1 0 19 WARRANTY DEED , FIRST AfV.Erik., For Value Received John F. Lapointe and Lana M. Lapointe, husband and wife, who acquired title as an unmarried man hereinafter referred to as Grantor, does hereby grant, bargain, sell, and convey unto Richard L Carpenter and Jelinda S Carpenter, husband and wife hereinafter referred to as Grantee, whose current address is 4640 SW Macadam, #200, Portland, OR 97201 the following described premises, to -wit: Lot 9 in Block 1 of MONTVUE PARK, according to the Official Plat thereof, filed in Book 17 of Plats at Page 1107, Official Records of Ada County, Idaho. To HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said premises are free from all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: December 18, 2000. John F. Lap0lr te;:" i f�ana 1�. Lapointe STATE OF IDAHO ) ss. COUNTY OF Ada ) On This 19th day of December, in the year 2000, before e, a Notary Public in and for said State, personally appeared John F Lapointe and Lana M. Lapointe, kn wn o WWI Led to me be the person(s) whose names) are subscribed to the within Instrument, and ackno led d to me that,they�ecute¢ the same. Resid' g at Nampa 9U ommission expires: 9/04/2002 y� *O AS' 0 First American Title Company o, f`'Idaho Pill, F I C t SPECIAL WARRANTY DEED day c3 Special Warranty Deed made on the o 2001, by 5- t j © FIRST UNION HOME EQUITY BANK, tdWa FIRST UNION ATIONAL BANK Q Q . __ OF DELAWARE o CD Grantor, being duly authorized by resolution of its board of directors or otherwise, o U "' hereby conveys to L w RICHARD L. CARPENTER, A MARRIED MAN AS HIS SOLE AND �`- SEPARATE PROPERTY Grantee, whose address is: P.O. Bog 2090, Sister, OR 97759 the following land in ADA County, Idaho: w Lot 12 in Block 1 of MONTVUE PARK, according to the Official Plat thereof, filed in Book 17 of Plats at Page 1107, records of Ada County, . -•- Idaho. co TO HAVE AND TOHOLD the said real property above described, together with the privileges and appurtenances and hereditaments thereunder belonging or in any way appertaining unto Grantee and unto its successors and assigns forever. p o Grantor covenants that it is seized and possessed of the said land and has a right to _ cv convey it, and warrants the title against the lawful claims of all persons claiming by, through, and under it, but not further otherwise. IN WITNESS WHEREOF, this indenture is executed in the name of the grantor on the day and year first above written. FIRST EQUITY BANK, K/N/A F NATIONAL BANK OF DELAWARE BY: — Randall Brown Vice President State otl 1�. L�( Lounty of ty�� r : ss. On this 1~-day oy v. in the year of 2001, l�p��tp� 1�q u a Notary Public in and for te, personal!y�a�pe ar „at ffA CSf known or identified to me t6 be the ViC:e'Oresi of the corporation that executed the instrument or the person who executed the instrument on behalf of said corporation, and cknowledged to me that such corporation executed the same. NOTARY PUBLIC u,6 N MY COMMISSION EXPIRES: �a-�'/`�/ coy � RESIDING AT: �L�J ',,G 1�y naraso r AFFIDAVIT OF LEGAL INTEREST STATE OF TDAIIO COUNTY OF ADA I,Dh140_ gsLu--nc ik U-t A 1'�no1CpC(SD oekoec cname) (address) T_ c-i, �, n (city) (state) being first duty 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: me-r�;��rer�E�(lecQic�,l �lciZ��i LAC (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim ,or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). L Dated this !,`.� , day of C,e-V,(N e- C 20 O LO 1 tir •�� Gsc� �� �� � •�� ( ature) SIMSCRIBED ANT) SWORN to before me the day and year first above written. O UpR'•.,� ' "nTAlPi' AM04M un AUB00 11y y�F OF (:Votary Public for Idaho) Residing at:—)Qa My Commission 1 apices: �('1� STATE OF IDAHO ) COUNTY OF ADA ) AFFIDAVIT OF LEGAL INTEREST (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: 4111,9✓ts7- -�&a'qa r? - ae- (name) kW 70lM # ls'� (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this ��� day of (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. uuuuni 440,4---) . - Z—, QV, CONs;q!%,, (Notary Public for Idaho) =�O pTAR y 2� S. Residing at:lllt f /� w m" °- ~p My Commission Expires: PUBOC) cPj �O AFFIDAVIT OF LEGAL INTEREST STATE OF JDAHO ) COUNTY OF ADA ) We, Richard L. Carpenter and Jelinda S. Carpenter 3360 N. Montvue Drive Meridian Idaho 83642 Being first duly sworn upon, oath, depose and say: 1. That we are the record owners of the property described on the attached, and we grant our permission to: Ahlquist Development, LLC, 1263 W. Wickshire Court, Eagle, Idaho 83616 To submit the accompanying application(s) pertaining to that property. 2. We 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. We 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). 4. We hereby authorize Bernie L. Neil, Executive Vice President, or Werner G. Nistler, Jr., CEO of Touchmark to act on our behalf and to execute all planning documents pertaining to the above noted property and the applications. Dated this day of December, 2006. c 06 t' (Signa r (Signature) SUBSCRIBED AND SWORN to before me the day a odyefirst above written. (Notary fublic f 0 f. ,c C:-e-, OFFICIAL SEAL Residing at: -5 -j % 4--/4?--5p XA'- 6-eV CtJ KATHRYN J. JOHNSON NOTARY PUBLIC-OREGON COMMISSION NO.393625 MY COMMISSION EXPIRES JUNE 8, 2009 Repogtllm6--Sgftub--%-? 06 _ PROPERTY DETAIL REPORT Parcd Number:R5791500060 Owner &MailfngAddress: Secondary Owner. CARPENTER RICHARD L CARPENTER JELINDA S PO BOX2090 SISTERS, OR 9775940000 Property Locotlon: 3360-N MONTWE DR MERIDIAN, ID 83642-0000 Proper tyDescrf on: TowashIF3N R:Rge:lE Section:16 MONTVUE PARK Neighborhood/ AES Code Area: LOT 9 BLK 1 MONTWE PARK no data / 650 Property Details: Property Taxes: YEAR= 2006 TAX YEAR: 2005 ZONE CODE-- RI ASSESSMENT ROLL:1 BANK CODE-- N/A TAXABLE VALUE: $M900.0000 TAR CODE AREA= 241 ESTIMATED TAXES: $2595.2500 PROPERTY CHARACTERMCS TYPE- RESIDENTIAL 7 .BILL NUMBER 971255 " • LAND USK= NO DATA PAY STATUS 1ST HALF: 2 HOOD PLAIN- X CODE AREA: 241 SCHOOL DISTRICT- MERIDIAN SCHOOL DISTRICT Assessment Wmmation: TOTAL ADD VALUE= S234900 TOTAL ACREAGES 0.772 HOME OWNER EXEMPTION= $0 Residential. Building Infamada PROPERTY YLut- "" GEN PQRPOSE KDG SQ FP- GO FRUSE" BASEMENT SQ FT - 0 % OWNER OCCUrum - ISO GEN' PURPO M BLDG CI A S9- 3 UNFRGS MM BASEMENT SQ FT 0 LAND SCC CODE -IN DECK 1 SQUARE FT- 0 REPJ ACEMEKT COST- $14M6 OCCUPANCY DATE- M14141 POOL SQUARE FT- 0 DEPRECIATED COB[ 5131272 NUMBER OFFIRETIACES- 2 LANDSCAPE TYPE- 4 IMtROVEHFNT VALUE-S131272 HEATH METHOD (YM)- Y SPWAH. D*lAJENCE VALUE- 0 PHYSICAL DEPRECIATION- M AIR CONDTIION VG (YIN) - Y FUNCTIONAL OSSOLESCENCE -0 APPEAL VALUE- SO NUMBER OF BATHROOMS- 3 YEAR BUILT-1%4 MODEFIED AREA VALUE- S22707 NU111M OF DWELLINGS- i REMODEL YEAR- 0 MODIFIED LCM VALUE- 51 M CONSTRUCTION CLASS- 4 EFFECTIVE YEAR- 0 MODIFIED TREND VALUE- $O MARKKr GR"E- f STATE CATEGORY CODD- 379 DIMGN- 3 ROOF TYPE- 2 II iSPECTIOIN STATUS- E GROUND FLOOR LINEAR Fr- 0 NUMBER OF KTTCH NS- I TOTAL SQ FT- 2S43 LOWER FLOOR LINEAR FT 0 NUMBER OF BEDROOMl9- 5 MAIN FLOOR SQ Fr -1540 UPPER FLOOR LINEAR FT- 0 PORCH SQUARE Fr 0 UPnM FLOOR SQ Fr- 0 MODIFIED REMAczmmxr COST- s177395 PATIO 1 SQUARE FT - XW FDMID LOWER FLOOR SQ FT- MS MODUMD APPEAL VALUE- s0 CAR STORAGE I SQ FT-9N UNFINISED LOWER FLOOR SQ FT- 0 • CAR STORAGE I TYPZ-I 7V pR k-1-. k6-ie.aall.mi —=.� i.- mar h 4�l"f 4t�� . AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Richard L. Carpenter 3385 E. Franklin Road Meridian, Idaho 83642 Being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Ahlquist Development, LLC, 1263 W. Wickshire Court, Eagle, Idaho 83616 To submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). 4. I hereby authorize Bernie L. Neil, Executive Vice President, or Werner G. Nistler, Jr., CEO of Touchmark to act on my behalf and to execute all planning documents pertaining to the above noted property and the applications. Dated this / / day of December, 2006. (Signature SUBSCRIBED AND SWORN to before me the day and year first above written. =JO-HNSON AL KHNSONREGON393625JUNE 8, 2009 I (Notarf PubIi for e9R--- Residing at: S !S % �F— - C7 -e, A 1 My Commission Expires: Leh �� j /,t11`•`1OG- A tS t t � ReportD� Seplembet 26-2006 st c ` F PROPERTY ©ETAIL REPORT Parcel Ntunber:RSM600021 Owner & Mailing Address: Secondary Owner: CARPFJfM RICHARD L NIA PO BOX2090 SISTERS, OR 977594M Property Location: 3385 E FRANKLIN RD MERIDIAN, ID 83642-OW Property Doffr))dan: Tovms61p:3N RmWAE Sectkm:16 MONTVUE PARK Neighborhood t ML4 Code Area: . LOT 03 RI X Ol ENC RIW MONTWE PARK #10020-B so Guts / 650 property Ddaib: Property Taws: YEARS 2006 TAX YEAR: 2005 ZONE CODE= Rl ROLL:1 . BANK CODE= MA TAXABLE VALUE: S205200.0000 TAX CODE AREA- 241. ESTIMATED TAXE86-S2760.7300 PROPERTY CHARACrERMCS TYPE- RESEDENTIAL BILL NUMBER 971248 :.. LAND USE= NO DATA PAY STATUS 1ST HALF.- 2 CODE AREA: 241 SCHOOL DISTRICT- MERIDIAN SCHOOL DISTRICT Assessment b formation: TOTAL ABED VALUE S249700 TOTAL ACREAGE= 0.852 HOME OWNER EXEMPTION— SO Residential Bid1dingInformatkin: PROPERTY YEAR= 2006 GEN PURPOSE ffi.DG SQ FT- 064 FIIUSE[ED BASEMENT SQ Fr- 0 % OWNER OCCUPIED•• 100 GEN PURPOSE BLDG CLAS9- 3 ll!'IFilVlSilm BASXMXNT SQ FT- 0 LAM SCC CODID-150 DECY I SQUARE FT- QB RBPLACDlEKT COST- SIM93 OCCUPANCY DAT1-0001-61-61 POOL SQUARE F1r- 0 DEPRECIATED COST- $1425" NUMBER OF FIREPIACES-1 LANDSCAPE TY!&- 4 [P7ROVF.11l Nr VALU1- S162M HEATING MEI73OD (YM}-Y SPWAIL INPLUENCEYALUE-0 PHYSICAL DEPRECIATION -SIB AM CONDITIONING (Y/N)- Y FUNCTIONAL S APPEAL VALUFP- 50 NUM M OFBATEROONS-1 YEAR BUILT-1100 MONIED AREA VALUE- SaM NUMBER OF DWELLINGS- I REA200M YEAR 0 MODIFIED LCM VALUE- S13328 CONS?RUCiION CLASS- 4 EFFBClIVS YEAR- 0 MODIFIED TREND VALUE-30 MARKET CRADE-3 STATE CATEGORY CODE-379 DESH24-1 ROOF TYPE- 2 INSWC1iON STATUS- N GROUND FLOOR Ij?4EAR FT- 0 NUMBER OF KITCHENS- I TOTAL SQ FT 1Sl0 LOWER FLOOR LINEAR FT 0 NUMBER OF BEDROOM- 3 MAIN FLOOR SQ FT -1998 UPPER FLOOR LRVEAR Vr 0 PORCH SQUARE FT- 0 UPPER FLOOR SQ Frig 0 MODIFIED REPLACEMENT COST- SIW116 PATIO 1 SQUARE Fr- 224 FQYSFD LOWER FLOOR SQ FT- 6 MODIFIED APPEAL VALUE- SO CAR STORAGE I SQ FT-480 LWFIKISED LOWER FLOOR SQ FT- 0 CAR STORAGE I TYPF-1 V�b� a r RA ` remit asvw:.:�s�.YY� �r trww �Hi: ^ot.t it wr�� AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Richard L. Carpenter 324 E. Montvue Dr. Meridian, Idaho 83642 Being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Ahlquist Development, LLC, 1263 W. Wickshire Court, Eagle. Idaho 83616 To submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). 4. I hereby authorize Bernie L. Neil, Executive Vice President, or Werner G. Nistler, Jr., CEO of Touchmark to act on my behalf and to execute all planning documents pertaining to the above noted property and the applications. Dated this - day of December, 2006. �Q (Signa SUBSCRIBED AND SWORN to before me the day and year fast above written. KOFFM 81EAL KATHRYN J. JOHNSON OTARY PUSUGOREGON OMMISSIONNO.393625MISSION EXPIRES JUNE 8, 2009 (No bli o "P,E C•-t';;Z Residing at: .s/,5 /�� , Qleof—��* '-J My Commission Expires: Est �rtt�c Owner &MadmgAddress: CARPENTER RICHARD L PO BOX 20" SISTERS% OR 97759-0000 PROPERTYDETAIL REPORT Parcel Numbec:115791500180 Secondary Owner: N/A PropertyLocation: 324 E MONTVUE DR MERIDIAN, ID S36424WO Property Description: MONTVUE PARK LOT 1 BLK 5 MONTWE PARK PXPmDv1m wa TownWp:3N RaWlE Secdon:16 Neighborhood/MS Code Area no data / 650 Property Details: Property Taxes: YEAR— 2006 TAX YEAR: 2M ZONE CODE-- Rl ASSESSMENT ROLL.-1 BANK CODE- N/A TAXABLE VALUE: $210W 0000 TAX CODE AREA= 241 ESTIMATED TAXES: $2881SSM PROPERTY CHARACTERIMCS TYPE= RES[DENTIAL BILL NUMBER:.971269 LAND USE— NO DATA 'PAY STATUS 1ST HALF: 2 FLOOD PLAIN— X CODE AREA: 241. SCHOOL DISTRICT= MERIDIAN SCHOOL DISTRICT Assessment Ii formation: TOTAL ACREAGE— L270 Rcsid mdd Building i formation: PROPERTY YEAR-2ws % OWNER OCCUPIED- Ills LAND SCC CODFr ISO OCCUPANCY DATE- OM1.01-01 NUMBER OF FIREPTACES- j HWATTNG MCIHOD (Y/N)- Y AIR CONDrIIOmNG (Y1N)- Y NUMBER OF BATHR00hIS-1 NUMBER OF DTIELLiNGS- I CONSTRUCTION CLASS- 4 MARKETGRADD-2 ROOFTYPE-2 NUMBER OF JUTCI ENS- I NUMBER OFBEDROOMS- 4 PORCH SQUARE FT- N PATIO I SQUARE FT ISO CAR STORAGE I SQ FT 532 CAR STORAGE I TYPF, I TOTAL ASSESSED VALUFr- $M200 HOME OWNER EXEMPTION— S0 ' GFN PURPOSE BLDG SQ FT i GEN PURPM BL DG CLASS- 3 DECK I SQUARE Fl%-• POOL SQUARE FIB 0 LANDSCAPE TYPE- 4 SPZC n E911JffiWT, VALUE}- • FUNCTIONAL # YEAR xmT- I965 REMODEL. TEAR- • EFFECTIVE YEAR-• STATE CATEGORY CODE.- YM INSPECTION STATUS- E TOTAL SQ Fr- t%O MAIN F'LOORSQ F11--1176 UPPER FLOOR SQ FT • FIIVLSFa LOWER FLOOR SQ FT- 734 UNFV4TSED LOWER FLOOR SQ IT- 4 F0qI9t1ED BASEMENT SQ F'r- o T!lEII�iLS13LD BASEMENT SQ FT @ REPLACIMTT COST S148754 DEPRECEATED COSIL S13M7 IMYROVENUVT VALUE-S13940 PHYSICAL DEPRECIATI --S2S APPEAL. VALUZ- 50 MODIFIED ABTA VALUK- SL3801 MODIFIED LCM VALUE- SI33= MODIFIED TREND VALUZ- SB DESIGN- 3 GROUND FLOOR LINEAR Fr- in LOWER FLOOR LINEAR FT-12s UPPER FLOOR LINEAR FT- 0 MODIFIED RTPIAC EM T COgr- Sl#A;M MODIFIED APPEAL VALUE- Se r+.r� r-r.w+-�rr�trpr.r"ka w�aid.-s.lil� i. irsdrii �K 4 �r-w� AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Richard L. Carpenter , Meridian, Being fast duly sworn upon, oath, depose and say: 210 E. Montvue Dr. Idaho 83642 1. That I am the record owner of the property described on the attached, and I grant my permission to: Ahlquist Development, LLC. 1263 W. Wickshire Court, Eagle, Idaho 83616 To submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). 4. 1 hereby authorize Bernie L. Neil, Executive Vice President, or Werner G. Nistler, Jr., CEO of Touchmark to act on my behalf and to execute all planning documents pertaining to the above noted property and the applications. Dated this � day of December, 2006. (Signature SUBSCRIBED AND SWORN to before me the day and year first above written. OFFICIAL SEAL Aift KATHRYN J. JOHNSON NOTARY PUBLIC-OREGON COMMISSION NO.393625 MY COMMISSION EXPIRES JUNE 8, 2009 (Not blic f �E C r��/%K✓ 'E'?�/`//G!� Residing at: My Commission Expires: �'� C RcponDsw _ PROPERTY DETAIL REPORT Parcel NumbecR5791500110 Owner Mailing Address: Secondary Owner: CARPENTER RICHARD L MA PO BOX2090 SISTERS% OR 97759-0000 Property Location: 210 E MONTVUE DR MERIDIAN, ID &W424M Prosy p Towwhip:3N Rsnge:lE Sccdon:16 MONTVUE PARK Neighborhood I A S Code Area. LOT 12-BLK 1 MONTVUE PARK no data / 650 Property Details: Property Taxes: YEAR 2006 TAX YEAR: 2005 ZONE CODE-- Rl ASSESSMZNT ROLL: i BANK CODE- N/A TAXABLE VALUE: $199100.0000 TAX CODE AREA- 241 ESTIMATED TAXES: $2S30 6700. PROPERTY CHARACTERISTICS TYPE= RESIDENTIAL BILL NUMBER 971M - LAND USE- DATA PAY STATUS 1ST HALF: 2 CODE AREA: Z41 SG�OOL DISTRICT MERIDIAN SCHOOL DLSTRICT Assessrrunt hfornlatiorn . TOTAL ASSESSED VALUI>- S229100 TOTAL ACREAGE- 0-M HOME OWNER �ITOW SO R"Mential Building L formation: PROPEIM YEAR- 2M6 GETi PURPOSE BLDc SQ Fr- 0 FINISHED BASEM[E NT SQ FT-127c % OWNER OCCIIPIED -100 GEN PURPOSE BLDG CLASS- N- U NFIN)5KED BASEMENT SQ FT- 0 LAND SCC CODE-151 DECK L SQUARE FM1 SW REPLACEMENT COST- S14W6 OCC UPANCY DATZ- MI-01-0I POOL SQUARE FT- 0 DEPRECIATED COST- 512"2t NUMBER OF FIREPLACES- 2 LANDSCAPE TYPE - 4 Du%ovEmmNT VALUFr S129E2! CLEATING METHOD (Y/N)- Y SPECAIL INFLUENCE VALUE- 0 rENSiCAL DEPREC'IATKxN- S26 AIR CONDITIOM NG (Y/N) - Y FUNCTIONAL OBSOLESC.'ENcr- 0 APPEAL VALUEw $0 NUMBER OF BATHROOMS -1 YEAR BUKLT-19" MODIFIED AREA VALUE-- SM57 NUMBER OF DWELIJNGS-1 REMODtL YEAR 0 MODIETED LCM VALUFo-S12632 CONSTRUCTICIN CLASS-4 EFFECTIVE YEAR 0 MODIFIEDTREND VALVE -SO MARKET GRADE-2 STATE CATEGORY CODE- YN DESIGN+- L ROOF TYPE- 2 r4SRE TION STATUS- E GROUND FLOOR LINEAR Irr-150 NUMBER OF IC17YHa18- I TOTAL SQ FT - 2552 LOWER FLOOR LINEAR IT- 0 NUMBER OF BEDROOb1S- 3 MAIN F IAOR SQ FT---1276 UPPER FLOOR LINEAR FT- 0 PORCH SQUARE FT- 0 UPPER FLOOR SQ FT- 0 MODIFIED REPLACIIIffiNT COB Iti- S175445 PATIO I SQUARE Fr- 0 Fuq= L owER FIAOR SQ Fiti- 0 MODIFIED APPEAL. VALUE- 50 CAB STORAGE 1 SQ Fr- SW UNF0M ED LOWER FLOOR SQ Fr 0 CAR STORAGE I TYPE-3 7W q.si►.-i�1�ir..1r►-/��iJ4-iw- ..�.�.. u�...�.ryas. s-its-�t5-ems• dui A -a/ err AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 1, Richard L. Carpenter, Trustee , Meridian. Being first duly sworn upon, oath, depose and say: 230 W. Montvue Dr. Idaho 83642 1. That I am the record owner of the property described on the attached, and I grant my permission to: Abiguist Development, LLC, 1263 W. Wickshire Court, Eagle, Idaho 83616 To submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). 4. I hereby authorize Bernie L. Neil, Executive Vice President, or Werner G. Nistler, Jr., CEO of Touchmark to act on my behalf and to execute all planning documents pertaining to the above noted property and the applications. Dated this � day of December, 2006. (Signature) SUBSCRIBED AND SWORN to before me the day and year fast above written. (Notary Ptublic for UPC 1 Residing at: -S`is 7 r— , 0 My Commission Expires: 8 KOFFICIAL SEAL KATHRYNAaGbK J. JOHNSON OTARY PUBLIC-OREGON OMMISSION N0.393625 MISSION EXPIRES JUNE 8, 2008 •`r!^'��Dmr Saba �6-T006 ` PROPERTY DETAIL REP(}RT 4"- Parcel NumberR5791500170 iM— Owner &MailinpAddress: p Sec�� � Owner: ~� '. j •' f:Ys.:i��.t. .. CARPENTER RICHARD L REWfiWMNWUAZKMFflUM TRUSTEE PO BOX2090 SISTERS,, OR 97759-0000 Property Location: 230 W MONTVUE DR MERIDIAN; II}.0"2-0000 Prop" Description: Township:3N Rwgr.IE SeWon:16 . - . MONTVUE PARK Neighborhood / MIS Code Area LOT 3 BLK 4 MONTWE PARK #94055793 no data 1650 Property Details: Property Tares: YEAR= 2006 TAX YEAR: 2005 ZONE CODE= Rl ASSESS!MZRr ROLL:1 ' BANK CODE - N/A - TAXABLE VALUE: S131400.8000 TAX CODE AREA= 241 . ESTIMATED TAXES- S1767.8400 PROPERTY CHARACTERISTICSTYPF=.RESIDENTIAL 'BELL NUMBER 971268•. -. LAND USE-i NO DATA PAY STATUS 19r HALF: l FLOOD PLAIN- X SCHOOL DMWC - MERIDIAN SCHOOL DISTRICT CODE AREA: 241 Asr mnent h1fbrn ation: TOTAL ASSESSED VALUE-S223400' TOTAL ACREAGE- OM6 HOME OWNER E]WvW 'ION= $0 Residents d Building Information: PROT'E7rrY YEAR- 20.6 GrN PURPOSE BLDG SQ FIL • FINMED BASIMIENT SQ Fr- 0 % OWNER OCCUPIED- IN GEN PURPOSE BLDG CLASS- 3 UNFINISHED RASENINT SQ FF- 0 LAND 9CC CODE--130 DECK I SQUARF Fr-144 REPLACEMENT COSM1 SI2ST31 OCCUPANCY DATE- 00414141 POOLSQUAR&Fr 0 DEPRECIATEDCOS'T-S1173'73 NUMIAM OF FIRETIACG9- l LANDSCAPE TYPE„ 4 51PROVE74ENp VALUZ- 31173" HEATING METHOD (YAq)- Y S?ECAQ. ffQI.UENC6 VALUZ-0 PHYSICAL DEPRECIATION - AIR CONDr[I()KM (YIN)-Y FUNCTIOKAL • APPEAL VALUEr-SO NUMBER OF BATHROOM-1 YEAR BUILT- "0 MODIFIED AREA VALUE- SnI l7 NUMBER OF DWELLR4G'Y-1 REMODEL YEAR- 0 MODIFIED I.(M VALUE- SILM6 CON MUC M CLASS- 4 EFFECTTYE YiAFd- 0 MODIFIED •TREND VALUE,- $O MARKET GRAD&- 2 STATE CATEGORY CODE,- 379 DESIGN-3 ROOF TYPE` 2 INSPECnOW STATUS- E GROUND FLOOR LINEAR FT-6 NUMBER OF TQTCHE20-1 TOTAL SQ Fr-1976 LOWER FLOOR LINEAR FT- 0 NUMBER OF BEDROOMS- 4 MAIN FLOOR SQ Fr- - -m UPPER FLOOR LINEAR FT- 0 PORCH SQUARE Fly- 50 UPPER FLOOR SQ F-r- • MOD114ED REPLACEMENT COST SM164 PATIO I SQUARE FT- 0 F OUSED LOWER FLOOR SQ FI'- 983 MODIFIED APPEAL VALUE- S• CAR STORAGE I SQ Fr- 5n UNFINLSED LOWER FLOOR SQ FT- 0 CAR STORAGE I TYPFr I n"*'-�w-"°•'-�`�-+�--�--- � �oa �uiMi f RAkaiYe� o-wig.- wli�i- iss dYsp-iy 6r :. . Rgmwt Wec Seplmbp�2�2N� ' PROP8RTY DETAIL REPORT Pancd NumbecR5791600M ^mo t Owner & Marling Adrb m Seco» dory Owner: CARPENTER RICHARD L REWAMENMEMOKEFRUEL TRUSm PO BOX 2090 SISTEM OR 97759-0000 Property Location: W MONTWE DR MERIDIAN, ID KM642-0000 P►"opaV Drtcriptian; Tbw=bfp:3N Range:lE Sectiom:l6 MONTWE PARK Netghbm'wod l MES Code Are N 122' OF LOT 2 BLK 4 MONTWB PARK SUB #94112665 no data / 650 . Property Details: Property Taxes: YEAR- 2006 TAX YEAR: 2005 . ZONE CODE- R l :. ASSESSMENT ROLL:1. BANK CODE* WA TAXABLE VALUE: $100 0000- TAX CODE AREA= 241 - ' ESTMIATED TAB: 51465,13MOO PROPERTY CHARACTERMICS TYPE= LAND BILL NUMBEW .971267.' LAND USM- NO DATA--:..' PAY STATUS 1ST HALF: 2 FLOOD -PLAIN= X CODE AREA: 241. SCHOOL DISTRICT- MERIDIAN SCHOOL DISTRICT . Assessment hgSrmadon: TOTAL ASSESSED VALUE- $10"M . .TOTAL ACREAGE- 0S00 HOME OWNER EXR.MPTION= $0 No ResidevtW Bmilding Rdaul Iafornation Exist for the Select Property :i.ra ��+��p$irreiYrtr AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Richard L. Carpenter, Trustee Meridian, Being first duly sworn upon, oath, depose and say: 215 E. Montvue Dr. Idaho 83642 1. That I am the record owner of the property described on the attached, and I grant my permission to: Ahlquist Development, LLC, 1263 W. Wickshire Court, Eagle, Idaho 83616 To submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). 4. I hereby authorize Bernie L. Neil, Executive Vice President, or Werner G. Nistler, Jr., CEO of Touchmark to act on my behalf and to execute all planning documents pertaining to the above noted property and the applications. Dated this day of December, 2006. SUBSCRIBED AND SWORN to before me the day and year fast above written. OFFICIAL SEAL KATHRYN J. JOHNSON NOTARY PUBLIC-OREOON COMMISSION NO.393625 MY COMMISSION EXPIRES JUNE 8, 2009 (No blic f Q le6-0 ti.) Residing at: - S' /S i r—iQS 4 "e JE G--e" Avg My Commission Expires: PROPERTY DETAIL REPORT Pamd Number:R5791SW153 Owner & Mailing Address: Secondary Owner: CARPENTER RICHARD L OIL TRUS[TE PO BOX2090 SISTKIM OR "759-0000 Property Location: 215 E MONTME DR MERIDIAN, ID W642-0000 kcpa" Dom sgdCG C 4W.S-, A�a(SdohtlKnsrair. .- :.. Property Description; Tow=WP:3N Ran e--IE Sextion:16 MONTWE PARK Neighborhood l MLS Code Area: N 121 FT OF 5261 FT OF LOT 1 BLK 4 MONTWE PARK SUB no data / 650 Property LktcriLs: Property Taxes: YEAR 2006 TAX YEAR: 2005 ZONE Com- RlA SSLsadmr ROLL:1 BANK CODE- MA TAxwEnLE VALUE: $170300.0000 TAR CODE ARE:= 241 ESITMATED.TAXLSi =91.1M PROPERTY CHARACTERMCS TYPE- RESIDENTIAL . BILL N'UAMR1.17126C LAND USE= NO DATA . . -PAY STATUS AST HALF; 2. FLOOD PLAIN- X SCHOOL DISTRICT- MERIDIAN SCHOOL DISTRICT CODE AREAL 241 Ammmnt bfmmw+o TOTAL AMESSED VALUFi- $205500 TOTAL ACREAGE• 0.501 HOME OWNER EXEMPTION- $0 Redderm'al Buik*wgIgforinatio r.- . - PROPEOTY YEAR 2006 GFN PURPOSE EI.DG SQ Vr 0 % OWNER OCCUm -100 GEN PUAPM BLDG CLSSg• N LAND SCC LODE- LSO DECK 1 SQUARE Vr- 0 OCCUPANCY DATE- 0001-01-01 POOL SQUARE Fr-0 NUMBER OF FIRXPLACES-1 LANDSCAPE TYPE- 4 HEATING ME7BOD (Y44)- Y SPECAIL pVFI, W4CE VALUE- 0 AIR COND[1TONM (YIN)- Y FUNCTIONAL OBSOLESCENCE_ 0 NUbf= OF RATE[ROOA1S-1 YX AR RMT- IM NUMBER OF DWEULJNGS-1 REMODEL YEAR- 0 CONS7i IK-MON CLASS- 4 EFFECTIVE YEAR- 0 MARKET GRADE-2 STATE CATEGORY CODKr 370 ROOF TYPE- 2 VaFECTION STATUS- E NUMBER OF IQ'TCBMgSm I 'TOTAL SQ FT 2624 NUMBER OF BEDROOMS-1 MAIN FLOOR SQ Fr--itu4 PORCH SQUARE FT- 0 UPPER FLOOR SQ Fir- 0 PATIO 1 SQUARE FT— 294 FIND LOWER FLOOlt SQ Flt 0 CAR STORAGE I SQ M 624 UNFINMW LOANER FLOOR SQ FT 0 CAR STORAGE I TYPFl. I FINISHES BASEMENT SQ FT - 0 UNFDflSHID RASUAIN T SQ FT- 0 REPLACEMENT CObT-SI2m DEPRFAATED COSIL S127348 IM[PROVEME N'F VALUE- $127346 PHYSICAL DEPRDCiA770N- Sit APPEAL VALUE- SO MODIFIED AREA VALUE-S20124 MODOIED LCM VALUE- Sl I320 MODIFIED TR M VALU_ t - so DE SICNn I GROUND FLOOR LINEAR FT 0 LOWER FLOOR LINEAR FT- 0 UPPER FLOOR LINEAR FT- 0 MODIFIED APPEAL VALUD- SO +.--s.ia �� r-a��Y6ti�i.. � i fat Wr •r �r�is his v 1-&ef. AFFIDAVIT OF LEGAL INTEREST STATE OF OREGON ) COUNTY OF WASHINGTON ) I, Werner G. Nistler. CEO of Touchmark Living CentersLand Touchmark. LLC,, _285 W. Montvue I)r.. Meridian Idaho 83642 Being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: AhIguist Development. LLC, 1263W._Wickshire Court. Eagle,Idaho 83616 To submit the accompanying application(s) pertaining to that property. 2. 1 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). 4. 1 hereby authorize Bernie L. Neil, Executive Vice President of Touchmark to act on my behalf and to execute all planning documents pertaining to the above noted property and the applications. Dated this / day of December, 2006. Amy z `1, , j w� (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary Public f'or O egon) Residing at: lg'! 4/ c!�F IA—')y f`t� 'IZ�Anl 1lJ My Commission Expires: f Z. � AN[111 o,ti v PROPERTY DETAIL REPORT Parcel Number R5791500270 Owner & Mailing Address: Secondary Owner: TOUCHMARK LIVING CENTI+ M INC PO BOX 1355 MERIDIAN, ID 836804355 Property Location: 285 W MONTVUE DR MERIDIAN, ID 83642-0000 Property Description: MONTVUE PARK LOT 10 BLK 5 MONTWE PARK Property Details: YEAR= 2006 ZONE CODE= R1 BANK CODE-- N/A TAX CODE AREA= 241 PROPERTY CHARACTERISTICS TYPE,- RESIDENTIAL LAND USE--- NO DATA FLOOD PLAIN- X SCHOOL DISTRICT= MERIDIAN SCHOOL DISTRICT Re)0'11 Oats: Septc7,bef-22-2006 0¢,d./,�. ' Township:3N Range:]E Section:16 Neighborhood / MLS Code Area: no data / 650 Assessment Information: TOTAL ASSESSED VALUE= $267900 TOTAL ACREAGE= 0.940 ROME OWNER EXEMPTION= $0 Residential Building Information: PROPERTY YEAR= 2006 GEN PURPOSE BLDG SQ FT- 0 % OWNER OCCIIPIED=100 GEN PURPOSE BLDG CLASS-- 5 LAND SCC CODE=150 DECK i SQUARE FT- 169 OCCUPANCY DATE= 0001-61-01 POOL SQUARE FT= 0 NUMBER OF FIREPLACES-- I LANDSCAPE TYIE- 4 HEATING METHOD (YAq- y SP€CAIL INFLUENCE VALUE-- 0 AIR CONDITIONING (Y/N)- Y FUNCTIONAL OBSOLESCENCE-- 0 NUMBER OF BATHROOMS=1 YEAR BUILT- 1969 NUMBER OFDWELLLNGS=1 REMODEL YEAR= 0 CONSTRUCTION CLASS-- 4 EFFECTIVE YEAR-0 MARKET GRADE-- 2 STATE CATEGORY CODE- 370 ROOF TYPE-- 3 EYSPECTION STATUS- E NUMBER OF KITCHENS- I TOTAL SQ FT= 2422 NUMBER OF BEDROOMS-- 4 MAIN FLOOR SQ IT- .1211 PORCH SQUARE FT= 0 UPPER FLOOR SQ FT= 0 PATIO 1 SQUARE Fr 212 FINISED LOWER FLOOR SQ FT= 7211 CAR STORAGE I SQ FT= 627 -NFLNISED LOWER FLOOR SQ FT- 0 CAR STORAGE I TYPE= 1 Property Taxes: TAX YEAR: 2005 ASSESSMENT ROLL: 1 TAXABLE VALUE: $221200.0000 ESTIMATED TAXES: $2975.9900 BILL NUMBER: 971277 PAY STATUS 1ST HALF: 2 CODE AREA: 241 F]NISHED BASEMENTSQ FT= 0 UNFINISHED BASEME,YT SQ F-r- 0 REPLACEMENT COST- S161803 DEPRECIATED COST S155735 IMPROVEMENT VALUE= S155735 PHYSICAL DEPRECIATION-M APPEAL VALUE= SO MODIFIED AREA VALUE- S25888 MODIFIED LCM VALUE-- S14562 MODIFIED TREND VALVE=SO DESIGN- 3 GROUND FLOOR LINEAR FT ISO LOWER FLOOR LINEAR FT= 64 UPPER FLOOR LINEAR F r- 0 MODIFIED REPLACEMENT COST- S202253 MODIFIED APPEAL VALUE- SO 'ILa -Pat 6 6..d m inf odu, .rd.w�,Aa ro mm�J;d f:+. twmo,a tail .hic► ary r>at b.+a .ec U— e W Idd + 1f t6i. '�fOi1O'. S'^C�i.t Selman 6PS) is — kbk 6t awn «ariaiars'nuki's fan tb.—.Cd k Wodn ka AFFIDAVIT OF LEGAL INTEREST STATE OF OREGON ) COUNTY OF WASHINGTON ) I, Werner G. Nistler, CEO of Touchmark Living Centers, and Touchmark, LLC , 286 W, Montvue Dr.. Meridian Idaho 83642 Being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: AhIguist Devel RM� 1 t, LLC; 1263 W. Wickshire Court, Eagle Idaho 83616 To submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless fi-om 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 die purpose of site inspections related to processing said application(s). 4. I hereby authorize Bernie L. Neil, Executive Vice President ofTouchmark to act on my behalf and to execute all planning documents pertaining to the above noted property and the applications. Dated this day of December, 2006. kitx� (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary Puhlic i' r O •gon) Residing at: 16-0,0 ..., ZA-n r 7Lr�,vt Q/ My Commission Expires` ' -, Z2- a �yS ANSJ'�� PROPERTY DETAIL REPORT Parcel Number.R5791500270 Owner & Mailing,Qddress: Secondary Owner: TOUCHMARK LIVING CENTMS INC PO BOX 1355 MERIDIAN, ID 83680-I355 Property Location: 285 W MONTVUE DR MERIDIAN, ID 83642-0000 Property Description: MONTVUE PARK LOT 10 BLK 5 MONTVUE PARK Property Details: YEAR= 2006 ZONE CODE= R1 BANK CODE-- N/A TAX CODE AREA= 241 PROPERTY CHARACTERISTICS TYPE-- RESIDENTIAL LAND USE-- NO DATA FLOOD PLAIN= X SCHOOL DISTRICT= MERIDIAN SCHOOL DISTRICT Assessment Information: TOTAL ACREAGE-- 0.940 Residential Building Information: PROPERTY YEAR- 2006 % OWNER OCCUPIED-- lo0 LAND SCC CODE=150 OCCUPANCY DATE= 0001-01-01 NUMBER OF FIREPLACES= I HEATING METHOD (Y/N)- Y AIR CONDITIONING (YIN)-y NUMBER OF BATHROOMS- I NUMBER OFDWELLLNGS=1 CONSTRUCTION CLASS- 4 MARKET GRADE-- 2 ROOF TYPE-= 3 NUMBER OF KITCHENS- 1 NUMBER OF BEDROOMS-- 4 PORCH SQUARE FT= 0 PATIO I SQUARE FT= 212 CAR STORAGE I SQ FT= 627 CAR STORAGE I TYPE-1 Report Date: Septenbc Township:3N Range:lE Section:16 Neighborhood l MLS Code Area: no data / 650 TOTAL ASSESSED VALUE= $267900 HOME OWNER EXEMPTION= S0 GEN PURPOSE BLDG SQ FT- 0 GEN PURPOSE BLDG CLASS- 5 DECK I SQUARE FT-169 POOL SQUARE Fr 0 LANDSCAPE TYPE- 4 SPECAIL INFLUENCE VALUE-- Q FUNCTIONAL OBSOLESCENCE= Q YEAR BUILT=1969 REMODEL YEAR= 0 EFFECTIVE YEAR=0 STATE CATEGORY CODE= 370 MPECTION STATUS= E TOTAL SQ FT 2422 MAW FLOOR SQ FT- -1211 UPPER FLOOR SQ FT= 0 FINISED LOWER FLOOR SQ FT= 1211 UNFLNISED LOWER FLOOR SQ FT= 0 Property Taxes: TAX YEAR: 2005 ASSESSMENT ROLL: 1 TAXABLE VALUE: S221200.0000 ESTIMATED TAXES: S2975.9900 BILL NUMBER: 971277 PAY STATUS 1ST HALF: 2 CODE AREA: 241 FINISHED BASEMENT SQ FT = 0 UNFINISHED BASEMENT SQ FT= 0 REPLACEMENT COST= 5161803 DEPRECIATED COST S155n5 IMPROVEMENT VA LUE- SISMS PHYSICAL DEPRECIATION=S73 APPEAL VALUE= SO MODIFIED AREA VALUE- S2S88 MODIFIED LCM VALUE-- $14562 MODIFIED TREND VALVE -SO DESIGN= 3 GROUND FLOOR LINEAR FT= I50 LOWER FLOOR LINEAR FT= 64 UPPER FLOOR LINEAR FT- 0 MODIFIED REPLACEMENT COST- S20=S3 MODIFIED APPEAL VALUE=- SO nm -Pa u b.d m .5®.:m .W.wc..l „u mmpTc/ ft— �w.e<r ..hid a.y aa[ beaac — rieo:- to L —f.,,- �`�Rit°'. �'G •+ S fi- d.6PS� u ow Gsk ix eaves oc mirt;a�c .w.lcnj fo. the me dfSia podoa R�r dr P=wac. penelope riley From: Naoma L. Hoyt [NLH@Touchmark.com] Sent: Wednesday, December 13, 2006 11:20 AM To: priley@tveinc.com; tommya@ahlquistdevelopment.com Cc: Werner G. Nistler Jr.; Bernie L. Neil Subject: MLVRR - Montvue parcel W Document (7).pdf (1 MB) Attached is the Affidavit of Legal Interest for the lot owned by Touchmark Living Centers, executed by Werner Nistler. The affidavits for the Carpenter lots have been forwarded and we are following up with Mr. Carpenter for his execution and delivery of these affidavits to you. Naoma Hoyt Executive Assistant Touchmark 5150 SW Griffith Dr. Beaverton, OR 97005 (503) 646-5186 (503) 644-3568 - fax <<Document ( 7) . pdf>> 1 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) a X 3Y6aN A�,u.,- D,- ,ram✓� . (name) � � (address) G� (city) CZGt�(stale) being first duly sworn upon, oath, depose and say: 1. 'Iitat I am the record owner of the property described on the attached, and I grant my permission to: (name) (address) to submit the accompanying applications) pertaining to that property. 2. 1 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. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this,(/*lay of ! e e,4Pw 9C✓ 20_0�4 (Signature) SL'BSCRIBED AND SWORN to before me the day and y ar first abov written. •a••��►lLE �jy j�.,� c ?Notary?Hc for Idaho) qP- N�'>/*� 10 S Residing at: wG♦LIC My Commission Expires: ���° IDAylO AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) l nn name f1n V—Kt- Ate_ (address) C� (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: C-1(A s4Nk4op1-7-(,.5 W WL".4.,,i&V' (tee) (address)�;z to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim .or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this c� day of 20 l) 2 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. '�x A► � taryblic� daho) "(?r # Residing at: / /V ez' A *M My Commission Expires: _ ///(>----3/0; /D :N�'► ��1LiC 9 Jan. 17, 2007 12:06FM Try -sure Valley Engineers, Inc. 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I boft vat pamisfim to C* of mt staffto aft ft saica Fv" fx tim purpa" of Ot Wspecdm febw to pgmft id&qp"Uda*� $1110L 41, . n40'TA:j' PAX as Jan.11. 2401 12.01FM Tr m ure Valley Engineers, Inc. —' No, 1692 '. 4 AFFIDAVIT OF L WA>L [NT'FRM SrATB OF IDAHO } 3 COUMT OY ADA ) 11 b ft fuzz duly swam wa, OWN daposo and S: 1. Thd t am On M=d VOW of 9u MCM dear iW an the atmehed, ad I V=1 my p ta: c.=. =(.. cam) —I c 1* wbrPA ft a"*mPMY4 s) pa+otaing to that ptopttty. 3. I Wu to indm=*, ftbrml and boW to CSty aMerldtao and W w4ftam harmim fist mW CWm or IlabI4 rtautft from tarp &pats as to the atatrmta wntsined baba or s to dw ow ip *row popmey whifih it tht p1bjeet of the appliagim 3. 1 Wft Brent pmdaitm to C4 of }eli: izu =ff to cnw &A S*t a property for the pmpm ofsite Impaakm m1ded to ptamft uW applieati*s{ SUBa.1..D AM n w befom mo tba,wdirm Jim j D: E- W- S- �Lma A iSmw of �� rr. Jan,17, 2007 12:07PM Trerrure Valley Engineers, Inc. — 1do.1692 P. 5 DEC-122W M 10:40 M ID MMM OW FAX M 2M3344701 P. 02 AFkM* 601A 41'ftf*4q cow VOW aj Penelope riley From: Sean Moorhouse [SMoorhouse@markbottles.com] Sent: Friday, January 26, 2007 4:34 PM To: priley@TVElnc.com Subject: FW: Document.pdf (791 KB) Here are the affidavits I got permission from each one to fill in. Thanks Sean Groundwater Investigation Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 07B-G 1469 Prepared for Ahlquist Development, Inc. January 15, 2007 A M E R I C A N �C T E (H N I C S Prepared for Ahlquist Development, Inc. 1253 W. 'U4'ickshire Ct. Eagle, Idaho 83616 Attention. J. Thomas Ahlquist M.D. A M E R I C A N r� TE(HNItS Groundwater Investigation Meridian Gateway Commercial Subdivision Prepared by American Geotechnics Adam Lyman, EIT Geotechnical Engineer Meridian, Idaho American Geotechnics Project No. 0713-G1469 January 15, 2007 . of tL1AV1` Yh t Rex. Hansen, PE Geotechnical Engineer American Geotechnics 5260 Chinden Blvd.: Boise, ID 83714 • (208) 658-8700 2300 )\ Yellowstone Hwy, Suite 203 a Idaho Falls, ID $3401 0 (208) $23-8710 Meridian Gateway Commercial Subdivision A M E R I A N Meridian, Idaho �eml -Project No. 07B-G 14b9January 15, 2007 .4 - Pase i i E C H N 1 C S TABLE OF CONTENTS PAGE 1.0 INTRODUCTION 1 1.1 Purpose and Scope of Work .................................... 1 ............................................... 1.2 Project Description...................................................................1 ............................ 1.3 References.................................................................................. 1.4 Important Information Regarding this Report .................. 2.0 METHODS OF STUDY 4 2.1 General Reconnaissance ........................................ 4 2.2 Field Explorations............................................................................................... 3.0 INTERPRETATION 5 3.1 Geology...... ............................................................... 3.2 Subsurface Profile ................................................... - 3.3 Groundwater ................ 6 4.0 CLOSURE 8 4,1 Limitations....................................................... 4.2 Review of Plans and Specifications .............. APPENDICES A Vicinity Map Boring Location Map Site Photos B Log of Exploration C Important Information About Your Geotechnical Engineering Report Application for Authorization to Use by Other Parties Geotechnical Engineering Environmental Services Testing Services Licensing in Idaho, Oregon. Washington, Nevada. Utah, Wyoming, Montana America nGeotech nice, corn Meridian Gateway Commercial Subdivision Meridian, Idaho Project ' o. 0713-G 1469 January IS. 2007 Page l 1.0 INTRODUCTION 1.1 Purpose and Scope of Work A M E R I C A N r'-J 1 T E( H N I t 5 This report presents the results of our abbreviated soil identification and groundwater depth investigation performed for the proposed Meridian Gateway Commercial Subdivision in Meridian, Idaho. The proposed building site is located southeast of the intersection of Eagle Road and Franklin Road in Meridian, Idaho. The site is located in the NW % of the NNW '/4. Section 16, Township 3N, Range 1 E, Boise Meridian, Ada County. A vicinity map showing the site location is included as Figure 1 in Appendix A. In general, the purposes of this investigation were to determine the subsurface soils and to provide estimate seasonal groundwater high relating to the proposed building structures, pavements, and general site preparation. The investigation included subsurface exploration, representative soil sampling, and preparation of this report. This report was prepared solely for permitting purposes, and does not address any geotechnical soil strength, soil deformation, or environmental issues. The work performed for this report was authorized by Tom Ahlquist of Ahlquist Development, and /was conducted in accordance with our original site investigation proposal dated January S, 2007. 1.2 Project Description Based on information provided to American Geotechnics by Ahlquist Development, Inc., we understand before the design can begin, groundwater information is needed for the property. Currently, the proposed construction is in the preliminary design stage, but is to include redevelopment of an existing residential subdivision into a commercial subdivision. We understand the site will be regraded and most of the existing features will be eliminated. We also understand the open ditch portion of the Snider Lateral traversing the site will be replaced by a buried pipe. A plan view of the site is shown on Figure 2 in Appendix A. American Geotechnics Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 0713-G1469 January 15, 2007 Page 2 A M E R i( A N 1 T E C H N I( S At the time of this investigation, the proposed site consisted of residential homes and pasture. The topography was generally flat with an overall slope to the northwest. The surface of the site was covered with grassy vegetation. 1.3 References The following information was provided to American Geotechnics and serves as the basis of our understanding of the project and our scope: • Site Plan provided by Ahlquist Development via e-mail on January 4.2007. • Collett? Russell A. Soil survey of Ada County area Idaho. National Cooperative Soil Survey. Washington. May 1980. • Idaho Department of Water Resources (IDWR) On -Line Groundwater Level Data -Base. Web site located at http:i1w°w—w.idrvr.idaho.gov/livdrologic,info/obswell. Page accessed on January 9, 2007. • Idaho Department of Water Resources (IDWR) Well Information Search Summary Report for Township 3 North, Range 1 West, Section 12. Web site located at 1 ttra:If v.idwr.idaho us!appswelllsearchwc as . Page accessed on January 9, 2007. 1.4 Important Information Regarding this Report Appendix C contains important information relating to the role of American Geotechnics on this project and the appropriate use of this report. This report is intended to provide general soil types and groundwater elevation information to project designers. Additional and more accurate information may be obtained during a geotechnical investigation. Information gathered during a geotechnical investigation will compliment and may supersede this report. This report may be provided to the contractor as reverence information, but is not intended to be a substitute for properly prepared geotechnical investigation and report, contract drawings and specifications. American Geotechnics requests American Geotechnics Meridian Gateway Commercial Subdivision A M E R I C A N Meridian, Idaho Project No. 07B-G 1469 January 15, 2007 Page 3 T F C H N I C S the opportunity to review final drawing and specifications for comparison with our understanding of the site conditions and project geotechnical requirements, American Geotechnics N-leridian Gateway Commercial Subdivision R 1 Meridian, Idaho our ., Project No. 07B-G 1469 January 15, 2007 Page 4 T E H N 1 C S 2.0 METHODS OF STUDY 2.1 General Reconnaissance Data including aerial photographs and a site plan provided by Ahlquist Development was reviewed before starting the field program. The site was visited to mark the field exploration locations, coordinate a utilities clearance, and assess site access. Soil survey of Ada County area, Idaho (Collet 1980) reports the site soils are Elijah Silt Loam and Tindahay Fine Sandy Loam. Other information reviewed includes Idaho Department of Water Resources (IDWR) Well logs for wells near the site and the IDWR Ground Water Level Database. 2.2 Field Explorations The subsurface soil conditions were explored by drilling one test boring on January 10, 2007, within the proposed site to a depth of 20.5 feet below the existing site grade. The approximate location of the test boring is shown on Figure 2 in Appendix A. A log of the subsurface conditions, as encountered in the test boring, was recorded at the time of the field work by American Geotechnics, and is presented on the log of exploration contained in Appendix B. The soils were classified using ASTj D2488 — Classt cation of Sails for Engineering Purposes, as a guide. The drilling was accomplished with American Geotechnics' trailer mounted drill rig using hollow stem auger equipment. A 1.5" PVC pipe was installed in the boring for future verification of the presence or absence of groundwater, if desired. American Geotechnics Meridian Gateway Commercial Subdivision A M E R I C A N Meridian, Idaho ■r: , , Project No. 07B-G 1469 e. January 15, 2007 �` .J -� Pages TECHNICS 3.0 INTERPRETATION 3.1 Geology Soil survey of Ada County area; Idaho (Collet 1980), reports the site soils are Elijah Silt Loam and Tindahay Fine Sandy Loam which can be found generally in the upper 6 feet of the subsurface profile. These soils formed in loess or silty alluvium that is underlain by mixed alluvium in the drainage way of the alluvial terraces south of the Boise River. Collet reports these soils are characterized as being moderately deep to deep and somewhat poorly drained to well drained and may include a hardpan. Based on the USES 7.5 minute quadrangle map for the site, the surface elevation for the site is approximately between 2650 and 2660 feet above mean sea level. 3.2 Subsurface Profile A eneralized subsurface profile was developed for this project to provide a basis for discussion of soil conditions for the proposed facilities. This profile is based on the field test data and exploration testing program conducted by American Geotechnics. Generalized Subsurface Profile* alum Generalized Description I Silt and Silt with Sand (ML) encountered from the existing ground surface to about 3.5 feet below ground surface, medium dense. Encountered strongly cemented hardpan from about 1.5 feet to about 3.5 feet below ground surface. 1I Poorly Graded Sand with Gravel and Cobbles (SP) encountered from about 3.5 feet below ground surface to bottom of hole, dense to very dense. Encountered cobbles to about 8 inches diameter in this laver. *See the logs of exploration (Appendix B) for detailed subsurface information. American Geotechnics Meridian Gateway Commercial Subdivision A M f R I C A N :Meridian, Idaho �' -1 Project No. 0713-G 1469 January 15, 2007 j E H N( $ Page 6 3.3 Groundwater Groundwater was not observed within a depth of 20.5 feet below ground surface at the time of our field investigation. The location of the test boring was selected because it appeared to be among the lower elevations at the site. This investigation was performed after the irrigation season which is April 15 to October 15 and, during which time the groundwater is typically at its seasonal high. Historical data published by the Idaho Department of Water Resources was reviewed to estimate groundwater fluctuation and seasonal high. Well Driller?s reports (IDWR Summary Report) were reviewed. For available well logs within `/z mile of the site, it appears that the groundwater in the northwest quarter of the northwest quarter of Section 12 is typically deeper than 30 feet below ground surface except in areas near Snider Lateral Canal, transversing thru the middle of the site. It also appears that seasonal high groundwater in the surrounding quarter sections, including areas surrounding Snider Lateral Canal are typically deeper than 8 feet below ground surface. A log for a well in the northeast quarter of the northeast quarter of Section 17 indicates a static water level of 17 feet below ground surface. Based on observations made during our investigation and from the sloping ground surface, the groundwater is most likely deeper than 17 feet below ground surface. Therefore these well logs were not considered to reflect the seasonal high groundwater elevation discussed in this report for the project site. The Groundwater Level Database (IDWR On -Line Database) was reviewed for groundwater level fluctuation and peak groundwater highs for wells 03N01 E-15 CBD 1 and 03NOI E- 17ACA 1, which are the three wells nearest the site. Data for these wells recorded between June 1970 to June 2006 indicate the peak groundwater elevation ranged between 21.1 feet to 40.4 feet below ground surface. It should be noted that these measurements were taken at wells a half mile or more distance from the site. Soil survey of Ada County area, Idaho (Collet 1980), does not indicate any water close to the ground surface for the Elijah Silt Loam and Tindahay Fine Sandy Loam soils at the site. Soil properties associated with Elijah Silt Loam and Tindahay Fine Sandy Loam soils are typically formed in mixed drainage ways. however, the only drainage way appears to be Snider Lateral. American Geotechnics Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 078-G 1469 January 15, 2007 Page 7 A M E R I C A N r: T E{ N N I C S Thus, groundwater levels may fluctuate seasonally in response to precipitation, land use, irrigation and other factors including geographic location. Monitoring of groundwater fluctuation was beyond the scope of this investigation. Based on our investigation and the available data, it is our opinion that the seasonal high groundwater elevation may be approximately 30 feet below existing ground surface. Within the site boundary, the Snider Lateral is unlined open ditch that most likely contributes infiltrated water into the subsurface soils and may cause some perched water table conditions near the canal or into the groundwater system. When the open ditch is replaced with a continuous pipe, infiltration of the seasonal irrigation water will be eliminated. Thus, it is our opinion that by containing waters of the Snider Lateral in a pipe, the groundwater conditions at the site are suitable for constructing buildings having single -storey basements and elevator shafts. We also believe the construction of subsurface infiltration facilities will be feasible. American Geotechnics Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 07B-G 1469 January 15, 2007 Page 8 4.0 CLOSURE 4.1 Limitations A M E R I C A N 1 T E C H N I C S Recommendations contained in this report are based on our field explorations and review of readily available literature. The study was performed using a mutually agreed upon scope of work. It is our opinion that this study was a cost-effective method to document the site soils and general groundwater elevation conditions. More detailed, focused, andior thorough investigations can be conducted. Further studies will tend to increase the level of assurance; however, such efforts will result in increased costs. If the Client wishes to reduce the uncertainties beyond the level associated with this study, American Geotechnics should be contacted for additional consultation. The soils data used in the preparation of this report were obtained from the field explorations made for this investigation. It is possible that variations in soils exist between the points explored. The nature and extent of soil variations may not be evident until construction occurs. If any soil conditions are encountered at this site that differ from those described in this report, our firm should be immediately notified so that we may make any necessary revisions to our recommendations. In addition, if the scope of the proposed project, locations of structures. or drainage and irrigation conditions change from the description given in this report, our firm should be notified. The observations made in this report are based on the assumption that an adequate geotechnical Program including testing, observation, and engineering consultation will be made prior to and during construction to verify compliance with the report findings; prepare adequate geotechnical field exploration, laboratory testing, engineering analyses, recommendations, and reporting; and identify appropriate construction conditions. The observation and testing of subsurface soils specific to building conditions are critical with regards to the conclusions and recommendations provided in this report. If and adequate geotechnical investigation and report are not performed prior to construction, then the Client agrees to assume American Geotechni& responsibility for any potential claims that may arise during or after construction. American Geotechnics Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 0713-G1469 January 15, 2007 Page 9 AMERI{API TEC#INI The report has been prepared for specific application to this project in accordance with the generally accepted standards of practice at the time the report was written. No warranty, express or implied, is made. This report may be used only by the Client and for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on- and off -site), or other factors including advances in man's understanding of applied science may change over time and could materially affect our findings. Therefore, this report should not be relied upon after 24 months from its issue. American Geotechnics should be notified if the project is delayed by more than 24 months from the date of this report so that a review of site conditions can be made, and recommendations revised, if appropriate. It is the CLIENT'S responsibility to see that all parties to the project, including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding; purposes should be done at the Contractor's option and risk. Any party other than the Client who wishes to use this report shall notify American Geotechnics of such intended use by executing the "Application for Authorization to Use" which follows this document as an appendix. Based on the intended use of the report, American Geotechnics may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the Client or anyone else will release American Geotechnics from any liability resulting from the use of this report by any unauthorized party. 4.2 Review of Plans and Specifications American Geotechnics requests the opportunity to review the final plans and specifications for this project to determine if the final design complies with this report prior to submittal to review agencies. American Geotechnics Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 0713-G1469 APPENDIX A VICINITY MAP BORING LOCATION MAP SITE PHOTOS American Geotechnics A M f R E C A N ifCNNICS Axaftiow Geob%&Wcs 116-2VCO"w I SCALEATS 19-7? , - - VICINITY MAP Eagle Road and Franklin Road Meridian I Gateway Commercial Subdivision Meridian, Idaho Project No. 1 06B-G 1469 1 Ja"Uary ir O ;: I,, vv' ,. Figure A M E I I CAN r.- -1 Eli Err, T f (-H N I C S 1-ftwo, r.T7r.-qf7TTtMff M1117 1 BORING LOCATION MAP Eagle Road and Franklin Road Meridian Gateway Commercial Subdivision Meridian, Idaho SCALEATS Project No. I lanuary- 2007 1 06B-GI469 Figure 2 AMERICAN T E ( H N I S Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 07B-G 1469 Photo 1: B- I looking west at Eagle Road. Sn Cr M01 Photo 2: B-I looking south. American Geotechnics A M I R I C A N 14k V nor, I 'Le:-4, 0A T ( ( 4 H I C S Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 0'17B-G 1469 LOG OF EXPLORATION American Geotechnics A M f R IWC A N r� -1 --r I le, * 0 -joy 1A TECHNICS Meridian GatewayCommercial Subdivision ! N Meridian, Idaho T E C H K I C S Project No. 0713-G 1469 General Lep-end and Notes for Logs of Exploration SYMBOL DESCRIPTION BG Small -volume bag sample BK Large -volume bulk sample SS Standard split -spoon sample (reference ASTM D 1586) OSS Oversized split -spoon sample with an outside diameter of inches. Blow counts are not corrected to N-Values unless noted separately on the logs ST Thin -walled (Shelby) tube sample with an inside diameter of 2.88 inches unless otherwise noted on the logs (reference ASTM D 1587) PT Piston tube sample with an inside tube diameter of 2.88 inches unless otherwise noted on the logs (reference ASTM D 1587) RS Ring -sample with an inside diameter of 2.42 inches unless otherwise noted on the logs (reference ASTM D 355Q) CR Core barrel sample (reference ASTM D 2113) co Water content LL Liquid Limit PL Plastic Limit PI Plasticity Index IK7 Indicates the measured groundwater level Note: 1. Soil samples recovered were identified, described, and classified in the field using ASTM D 2488 (Unified Soil Classification System) as a guide. American Geatechnics Page 2 of 2 (208) 850-4926 FAX (208) 939-8602 1 /16/2007 ASTM D2487 Soils Classification Chart GROUP SYMBOL GROUP NAME <YSaphasVa? LcanClay ,.--'' a.• 4 „9y Plus No 1-W i sand a gravel '---4 - Lean Ow xvdh Sand PI and plots an — CL r,,, sg sand <%Snvcl —+•- Leon Clav with Graver or a6uve "A' Iirx -�� send ?'•. gravel '--+►+►• < t S•,. gnbxt-••--+► '"`^2 Sarutx Lran Clay a 10%plus No 2Q0 I' gravel � Sandy Lean Clay with Caravel . sand < I. crawl < 154E grant -- »—.- Gnivirtly Lean Clay > I $al gravel Gravelly Lean Clay with Sand e 3cai rlus No. 200. < I!t% Plus No 2w Silty Mi Inorganic. .......u,+ a S.Pt - � 1 5-1-91.'.Plus No.2uo .Z:z► % sand s%tpavcl— - siltyCimsc�hSand Silty Clav s+ grid Pln's - CL-M L . sand <'i gravel .......,.-....�.. with GMr ti on abeve'A" tins �,� •.sand t: ga�ti < 1 S%gravel--m""�=—�-��.- $an4- Si tc C;n plus No 'Ca ; I! %gravel --sa- Sandy S> Iv t has "Ith GM4 7 ,� Sa sand<gravel 41554 gravel —GratisI SiyCtay 'i "` a,• x 11 slam — -- Gave.ty Srlm Clay xrih Sand `'<304.plusNo,200Y........�,..<154.p1us LL 4 g{j . No206.—...._ -- -- -"'� r.-.Sit. i5 -zll*4 plus Me. 200 z::.Z :'. sand X, %gravel —•-«.- Sit with Sand P1 4orplats HL•/,�` %sand<iKgyvel—e•-Sittwllhoravet below ".A" lnte `r+.. 3014 No.ZW a %saad a %gavel < 154E gra ei ...._..-_ '"•n► ------- Sandy S i Sandy S Crave plus ,�'`� 2 I $% gravel --+- "`+• t -!N % sand -%gravel <15X gavel '- Gravelly silt a15%gravel GravaligSittwithSind I-L - ovendreif tyrgantc epdt� - OL > Serbeluw' LL • nos dried PIPIMonw CH above "A' tine �lemganic�. <5(YTa<plua No.200 -'�"' < 15 Plus>Q 200 Elashe Silt a• 5 -'_9" Plus No. MO -:;z %sand z 4 gavel � Fluuc Sih with Sand Pi Plots below• , -_i,,. MH %send < ga1vt — Elastic Sift with Ga,e LL>3Q A*line` . % sand >_% gravel -+—a. <15%save] ---+• Sandy Elastic Silt x ~'' --_• 30% plus To 20o '� I54 gravel .-^-_.------ •.�►.. Study F-last c Stlt with C"'A '^v!asamd<?.gravel15%grawl - GrayaliyDasticSilt 215%gravel - - Gavelly Elastic SJ1 vxith Sacd LI.•swtndritd Or=u c <075� Li - tot dried < K". Plus 1,10 200 < I5%plus No X0 Fa Clay 15 - M plus Nis 2CO--z: +Z %sand 2 % gravy{ —r- Fat Clay u-ith Sand % sand I: % graved ---s Fat Clay —th Cna"q %sad a 4s gave!—ZZ_ •- ga ei ...-. Sandy Fat Clay 'C b plus Na 200 "-er. a I S4'. ga et `. Sandy Fat Clay with Gravel "•'�`"% sand <1. gravel<15%graxci--� Cnavelty Vatclay. �--Z � 154E gravel ------ ...._ . Ouavnsiy Pat Clay with Sand --= OH - - sec betaxv _�___" t30'iplus la._"OG � 154!rPlus Ao?00---__. ., -OrgantcClay � 5 - 291"i plus No N* 4i sand t %gra- vel Otgantc Clay with Surd r/ % sand < % gravel - Organic Clay with Gave( Pl m : and Plots on / ,/ % sand I. gavel. �,;,,C� �-+� < 15"s grovel-----•-..-� m above "A" line !!__��� x 30% No 20P �'�• Sturdy ftaftw Ciri "- „% plus ,r„/' ? 1$% gravel - %sang <%aavot ---Z'zz < $*A Ssrdy Organic Clay xithr Gravel Ganllyt3rganic I Steve[ Clay �'"� IS .gavel --. -.....+- G*aveily Qrggnic Ctsy utith Send OL <3bXt. plus'_ Co. 200'�'a" S 15%r. plus No 200 �'� Otgante Silt. IS-29%plus'+o. 20o -s Zz % and 2:%gam s: %sand I % gravel ---•a-- Organic St It vvtth Sand —> Organic Silt w,rtb Grax g PI <a a plots �+ 4i nand_ %gayel —er• < I5%gravel `"ss — Sandy O'ganic Silt below •.A` Gne �.-. a 30% plus No 200 ` a 15X gavel. ---e► Sar*N Organic Silt with Gavel, y'"' ?'• read G sa gravel -"..--a`-. < 154E gravel '•• Gravelly Organic Silt a15% gravel --« Gravelly Organic Silt with Sand <30%plus.�o ?00 `'ZZZ <15%plus No -10 "`+•. ar�iircClay :5 -'_94. plus 10. 2Go..�a.- •' sand t X jpavel. '- Otganrc CEay with Sand :. sand <!. grant _ 6rgaric. C"lay withGavtt Pi ? i and plots cn ar" % sands' % gavel --,;;----+- < I $% RisIvel - --. =- Study Organic Clay ,OK or abo a "A" 1„"4 a 310, plus NO 2w , ` !' " > I! % Sav O -- Sandy Organic Clay with Gravel % Sand -<S4gram 15%gravel Ga.eilyOrganic Clan >1!1%gravel .......... __ ..-+ GavellyOrganicClay-thSand Ott <1 <305.plus iy""o.204a I5:.plusN0.20C Orypnx Silt 5 - 29%Plus Ko'-W .r, - %sand 2 %grsiei ----- Orprin Silt uyth Sand 4'. Sand <%glee*; —s••- Organic Silt w7th Gavel Plots below sir sand -11, gavel --zzZ -- < 15 gravel --► ..A" lure .:......"..._........ _..._......-r.". ? 30%plus :vn 200 -'°'y. z 13%travel •----•••---a►- Sandy 0*gaarc Silt Sandy OrPnx Sat weak Gavel "el,^ %sand - %gravel -c--ems- <I$%gravel —+►, Gravelly Organic Silt �e�kIs%savel:—. _ GavellyOrganic Silt withSand ASTM D2487 Soils Classification Chart (tout.) GROUP SYMBOL GROUP NAME ---- ------- --- Well Graded Gravel ;t I !t% um ► Well Graded Gravel with.Sand Cit < 4 int(kc I.Ci:.3 GP < ut% sand gently Graded Gm,-' 15% mrd - - P"IF Gidoj Gravel *I-.h Sand f�nas Nc or MH ►GW-GM ­czz�Z < 15%sand well Graded Gravel with Silt Cu 1- 4 and 1 sC"3 ­_ 15% Sand Well Ofaded Grave: with Siitand%nd M,VITL 115%resat -Well Graded Greve? with clsy gravel 2 15% land WWI Graded Gravel with Clay And Sand fma -.VL or.MH GP -GM I 15% sand Poorly Graded GamerGamerwith Silt N e 4 &rA-or I >Cc�3 Z 15% ncd Poorly Graded Gmel *ith Silt and Sand firtict, - CIL or CH GP -GC 15% SWW Poorh- Gnided Gravel with Clay. a 11t% sandGrata!peorly -04cd Gmvl with Clay and Sand lines - ML WW. GM < I mirl silty Gravel � J$% sand Silty Gravel with sand > 12% fines fines -CLoYCH-GIC �_<Iltlisffid- Clayey Gravel ___, a I S% sand Clayey Gravel with Sind Mica - CW&----0- GC -GM < 15% sand Silty, Clayray Grad ;! IS% sand ► Sil-%v, Clayey Gavel with Send fn%e5,z;:::: Cu 2 6 and I tCc,l 10" Sir< I$% gravel Well (kaded Sand Z l5% gavel Well Graded Santl with Cm,e; cit < 6 ant -'or :.Cc.3 . .......... . . . . . .......... L1% gravel Poorly rffadvd Sand 215%gmvel-a.�PoortyCtmdWSikndwitbOt". lots- Worl-111 - SW-SM .Kzzz::::z < 15% gnivei - -----Well Graded Sand with Silt Cu 2! 6 and t gCcO 2 L5% gavel - Well G,*JW Sand with Silt and Grave: SAND lib "mid 5- 1 11% fiats 15% 91AN*t Well WS444 with Clay - yi gravel < 2 15% gravel -� WO'(kzdGraded Send with Ch,'Y and Grove! fines.- UL or hm SP-SM 15% 412,01 Poorly Graded Sand with Sih Cu < 6 andior I,Cc,3 15% gavel Poorly Graded Sad with Silt And Gravel (inn - CL or CH SP-SC 15 % gravel -,a-- Poorly Graded Sand wtih Clay Z I$% gavel Poorly Graded Send with Clay and C",cl SM I gravel Silty Send I$% V#vtl Silty * Sand with Grb, > Artm - CL or CH SC I5%g41tI -------- Clavity Sand 2:154i gravel GI-yer Solid wicGravel f"ift = CL.NIL- SC-SM t I;% gravel Silty. Clqq sand so X z 2! 15% gravel - -0- Sijry. Clayty Sand vjrb Gravel 41.1 w 6u 70 so 90 to 110 LIQUID LIMIT (LL) PROJECT: SE Corner of Franklin and Eagle Road LOCATION: Maridian, Idaho DATE OF DRILLING: January 10, 2007 LOGGED BY: A. Lyman DRILLING METHOD: Hollow Stem Auger WATER LEVEL: None Encountered on 1/10/07 ELEVATION- NA OBSEVATION WELL NO, B-1 A M E R I ( A N Lot, T E (N N I C S SAMPLE z z DESCRIPTION REMARKS > CA 0— 1.5 inch diameter PVC Silt, ML)- observation well installed to 16.2 About 900/a low plasticity fines- about 10% fine to coarse sand; medium dense; moist; dark brown. feet. Top of well sickup about 0.5 feet. PVC cap placed over top of well. Soil strongly cemented (caliche) X Sandy Silt (ML)- About 601/a low at 1.5 feet. plasticity fines: about .00 /a hard subrounded 3— 1T' 4' ::� ::: gravel to 3 about 20% fine to coarse sand; medium dense; Poorly Graded Sand with Gravel and Cobbles (SP) x About 50% fine to coarse sand; about 45% hard subrounded gravel to 3"-. about 5% low plasticity fines; about 15% hard p subrounded cobbles by volume to 8"; dense; moist, light tan. 6— Soil very dense at 7.5 feet. Auger refusal at 7.5 feet Use SS-1 •sampler to break cobbles and continue drilling. Very difficult 9— drilling from 7.5 feet to bottom of hole. 12— SS-2 15- Bottom of observation well at 16. SS-3 2 feet. Backfilled hole around observation well with 18— cuttings, SS-4 211 Bottom of hole at 20,5 feet. No groundwater encountered on 1/10/06. I PROJECT NO, 07"1469 PAGE 1 of I OBSERVATION WELL No. B-I Meridian Gatewkv Commercial Subdivision Meridian, Idaho Project No. 0713-G 1469 A M E R I ( A N AJJrJI -J TECNRICS IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT APPLICATION FOR AUTHORIZATION TO USE American Geotechnics More construction problems are caused by site subsurface conditions than any other factor. As troublesome as subsurface problems can be, their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE1The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical-related delays, cost -overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT - SPECIFIC FACTORS A geotechnical engineering report is based on a subsurface exploration plan designed to incorporate a unique set of project -specific factors. These typically include: the general nature of the structure involved, its size and configuration; the location of the structure on the site and its orientation; physical concomitants such as access roads, parking lots, and underground utilities, and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used: • When the nature of the proposed structure is changed, for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one; • When the size or configuration of the proposed structure is altered; • When the location or orientation of the proposed structure is modified; • When there is a change of ownership, or • For application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors considered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken, when they are taken, Data derived through sampling and subsequent laboratory testing are extrapolated by geotechnical engineers who then render an opinion about overall subsurface conditions, their likely reaction to proposed construction activity, and appropriate foundation design. Even under optimal circumstances actual conditions may differ from those inferred to exist, because no geotechnical engineer, no matter how qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between materials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason, most experienced owners retain their geotechnical consultants through the construction stage, to identify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly -changing natural forces. Because a geotechnical engineering report is based on conditions which existed at the time of subsurface exploration, construction decisions should not be based on a geotechnical engineering report whose adequacy may have been affected by time. Speak with the geotechnical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods, earthquakes or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical report, The geotechnical engineer should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary, GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report prepared for a consulting civil engineer may not be adequate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose, or by the client for a different purpose, may result in problems. No individual tither than the client should apply this report for its intended purpose without first conferring with the geotechnical engineers. ?Vo person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. A GEOTECIFLNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design professionals develop their plans based on misinterpretations of a geotechnical engineering report. To help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design professionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engineers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are included in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings, because drafters may commit error or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid preparation. When this occurs, delays, disputes and unanticipated costs are the all -too -frequent result. To minimize the likelihood of boring log misinterpretation, give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed under the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent cosily construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. To help prevent this problem, geotechnical engineers have developed model clauses for use in written transmittals. These are not exculpatory clauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive clauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them closely. Your geotechnical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mitigate risk. In addition, ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. Published by ASFE (The Association of Engineering Firms Practicing in the Geosciences) 8511 Colesville Road/Suite G1061'Silver Spring, Maryland 20910 3011565-2733 Meridian Gateway Commercial Subdivision A Al E R I C A N Meridian, Idaho r- - 1 Project No. 07B-GI469 � , *oj T [ C H N i ( S Note: This report is prepared solely for the use of our client and our client's consultants in relation to the project described herein. Other parties shall not utilize this report without the written permission of American Geotechnics. APPLICATION FOR AUTHORIZATION TO USE AND COPY TO: American Geotechnics, Inc. 5260 Chinden Blvd. Boise, Idaho 84714 FROM: (your company) _ (your name and title) (office address) — (your telephone) RE: (Report Title, Project Name, and Site Location) American Geotechnics Report No. To American Geotechnics, Inc: (your fax) Report date Applicant understands and agrees that the use of the referenced report without permission from American Geotechnics, Inc. releases American Geotechnics, Inc. from any liability that may arise from use of this report. Applicant recognizes that American Geotechnics, Inc. is the copyright owner of this document. Applicant agrees that unauthorized use or copying of the referenced report for the subject site is strictly prohibited without the express written permission of American Geotechnics, Inc. Applicant agrees to accept the contractual terms and conditions between American Geotechnics, Inc. and the client listed in the referenced report as originally negotiated for the work. (your signature) (your title) (date) Sratemenz from American Geotechnics, Inc, _ I copy approved for re -use after payment of a fee of $ to American Geotechnics, Inc. _ Disapproved. This report needs to be updated by American Geotechnics. Inc. In Date: American Geotechnics American Geotechnics, Inc T6 V is/ 00 To: Christian Gardner From: Hrvoje Drozdek, E.I.T. Ron Mortimer, T.E. Date: February 1, 2007 Subject: Meridian Gateway Addendum Introduction HORROCKS MENNNENEM 1.-; 11,11 E N G I N E E R S Memorandum Horrocks Engineers was retained by Gardner Company to complete an updated evaluation of the Meridian Gateway project. The purpose of this new traffic study is to identify traffic related issues associated with the revised design plan and concept. This memorandum summarizes the traffic volumes generated by the new proposed development. The new Meridian Gateway site plan consists of approximately 160,000 sq. ft. of general offices, 75,000 sq. ft. of medical offices, 34,000 sq. ft. of retails and one hotel. The old Meridian Gateway site plan consisted of approximately 208,000 sq. ft. of medical and general offices and 77,000 sq. ft. of commercial with 1,197 parking stalls. The site proposes one right -in -right -out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive. The proposed site is planned to be located south of Franklin Road and east of Eagle Road in Meridian, Idaho as shown in Figure 1. One West Main Street P.O. Box 377 American Fork, UT 84003 Telephone (801) 763-5100 Fax (801) 763-5101 Memorandum February 1, 2007 Page 2 To be able to forecast future conditions, Horrocks Engineers examines current traffic patterns and frequencies. Traffic counts for the AM and PM peak hour were performed for the study intersections by L2 Data Collection in November 28, 2006 For purposes of evaluation and planning, transportation engineers have defined a unit of measure as a vehicle trip. A trip is a one -direction vehicle movement with either the origin or the destination (exiting or entering) inside the study site. (Source: Institute of Transportation Engineers (ITE), Trip Generation User's Guide 2003) In general terms, any time a vehicle passes through a driveway a trip is registered. Horrocks Engineers typically uses the ITE publishes national standards when evaluating traffic impacts unless local variations to the standards are readily apparent or are an area of concern. Trip Generation is an informational report of the Institute of Transportation Engineers (ITE). The information in this document is based on trip generation studies submitted voluntarily to ITE by public agencies, developers, consulting firms and associations. This is an educational tool for planners, transportation professionals, zoning boards and others who are interested in estimating the number of vehicle trips generated by a proposed development. It is prepared for informational purposes only and does not include ITE recommendations on the best course of action or the preferred application of the data. The following tables shows daily, AM and PM traffic volumes for proposed development (new and old site plans) for ease of comparison. Table 1: Tri Generation — new site Ian ITE Trip Generation Rates - Meridian Gateway Land Use Land Use Code Variable Quantity Daily Weekda AM Peak Hour Weekda PM Peak Hour General Office 1000 Sq. Trips Total In Out Total In Out Buildin 710 Ft. GLA 160 1762 248 88% 218 12% 30 238 17% 41 83% 198 Medical Office 1000 Sq. Buildin 720 Ft. GLA 75 2710 186 79% 147 21% 39 241 27% 65 73% 176 Shopping Center 820 1000 Sq. 34 Ft. GLA 1460 35 61% 21 39% 14 128 48% 61 52% 67 Hotel 310 Rooms 250 2043 140 61% 78 39% 122 148 53% 78 47% 69 Subtotal Internal Capture ( 7974 609 76% 4 64 34% 205 755 32% 245 68% Sl0 Shopping Center Pass ssby (2 %) 399 30 76% 23 34% 10 Total New Trips 365 9 61% 5 39% 4 32 48% IS 52% 17 Source: Trip Generaiion Manual, 7'� Edition, 2003 7210 570 77% 436 33% 191 685 32% 218 68% 467 Table 2: Tri Generation — old site Ian Land Use Land Use Variable Quantit Code y Dail y Tri Weekday AM Peak Hour Weekday PM Peak Hour General Office 1000 Sq. P s Total In Out Total In Out 710 Building Ft. GLA 108 1189 167 88% 147 12% 20 161 17% 27 Medical Office 1000 Sq. 83% 134 Buildin 720 Ft. GLA 100 3613 248 79% 196 21% 52 315 27% 85 Shopping Center 820 1000 Sq. 73% 230 Ft. GLA 77 iubtotal 3306 79 61% 48 39% 31 289 48% 139 52% 150 nternal Capture (5%) 8108 494 79% 391 21% 103 765 33% 251 67% hopping Center Passby (25%) 405 25 79% 20 21 % 5 38 33% 514 oral New Trips 827 20 61 % 12 39% 8 13 72 48% 67% 26 6876 449 Sncl 2cn �n 35 52% 3g Memorandum February 1 9nn7 Page 3 According to the Trip Generation Manual, the proposed development can be expected to generate 570 trips (436 entering and 191 exiting) for a weekday during the AM peak hour and 685 trips (218 entering and 467 exiting) during the PM peak hour. 7,210 daily trips are anticipated for the whole development. This is a slight increase in new trips generated, the old conditions expected to generate 6,876 new daily trips; 449 occurring during the AM peak hour and 685 occurring during the PM peak hour. Conclusions and Recommendations The proposed Meridian Gateway is anticipated to impact traffic operating conditions on adjacent roadways. However, the roadway and intersection improvements listed below will substantially mitigate the impacts and provide adequate traffic safety and operations on both Eagle Road and Franklin Road. The following recommendations are given: • The intersection of Eagle Road/Franklin Road may be reconstructed with three northbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. • The intersection of Eagle Road/Franklin Road should also include an exclusive right turn lane in the westbound direction of travel. This may occur as part of a future roadway improvement project. • The development should provide exclusive right -turn and left -turn outbound lanes and exclusive right -turn and left -turn inbound lanes at all project accesses to improve traffic operations. Left -turn lanes are not required at the right-in/right-out access. • The intersection of Eagle Road/St. Lucas Drive may need to be reconstructed with exclusive right turn lanes for the westbound and northbound direction of travel. Right-of-way should be preserved for this future improvement (To be completed by the developers of the south-west corner of the site). No additional off -site mitigations are required to provide adequate traffic operations. With the recommended mitigations it is expected that all study intersections will operate at LOS D or better with the exception of the Eagle Road/Franklin Road intersection. ... Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Figure 11: 2006 AM Peak Hour Traffic Volumes and LOS with the project 2006 AM + PROJECT Figure 12: 2006 PM Peak Hour Traffic Volumes and LOS with the project 2006 PM + PROJECT Horrocks Engineers 14 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO The following tables show the results of the analysis for 2011 conditions. Intersections 2011 AM 2011 AM + Project (Improved) Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 35.3 D 66.1 E Eagle Road and St. Lucas Drive 24.4 C 24.9 C Franklin Road and Touchmark Way 20.7 C 33.2 C Access 1 (Franklin Road) - - 11.0 B Access 2 (Eagle Road) - - 11.0 B Access 3 (St. Lucas Drive) _ _ 3 5 A Table 10: 2011 PM Traffic Analysis Summaries with Pra;art Trnfn, Intersections 2011 PM 2011 PM + Project (Improved) Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 63.4 E 66.9 E Eagle Road and St. Lucas Drive 29.4 C 27.9 C Franklin Road and Touchmark Way 12.1 B 23.5 C Access 1 (Franklin Road) _ _ 12.6 B Access 2 (Eagle Road) _ _ > 50EF F Access 3 (St. Lucas Drive) _ _ 7.9 Traffic volumes, delays and LOS for 2011 AM and PM peak hours with the development are shown in Figures 13 and 14. Figure 13: 2011 AM Peak Hour Trary1 is Volumes and LOS with the project 2011 AM + PROJECT lJ Luo H, LOS D O LOS E, F ig mmmmarT 4 Horrocks Engineers 15 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Figure 14: 2011 PM Peak Hour Traffic Volumes and LOS with the project Approach Delay: Approach Delay: 66.9 seconds 12.6 seconds Approach LOS: E Approach LOS: B maNrn a t 149 J1� 1-196 Sao 289 -1-► i T r 10 i t G I Iu`sC�C A 1 k L Y53 ` ` Approach Delay: > 50 seconds A roach LOS: F i rAccess 2 Approach Delay ' Approach Delay: 27.9 seconds, 7.9 seconds y Approach LOS C y + Approach LOS: A 16 —425 1j81 �1� - T 2011 PM + PROJECT oo' L 0 it J 1 L? ; j— 148 Approach Del ._' 23.5 seconds * Approach LO; 1 1 i r 812 Legend: p LOS A, B, C O LOS D O LOS E, F CONCLUSIONS AND RECOMMENDATIONS The Meridian Gateway consists of approximately 208,000 sq. ft. of medical and general offices and 77,000 sq. ft. of commercial with 1,197 parking stalls. The site proposes one right -in -right - out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive Under full build conditions the development is expected to generate 6,876 new daily trips. Of these trips 449 will occur during the AM peak hour and 655 will occur during the PM peak hour. During the existing AM peak hour the Eagle Road/Franklin Road intersection operates at LOS C and Eagle Road/St. Lucas Drive and Franklin Road/Touchmark Way intersections operate at LOS B. During the existing PM peak hour the Eagle Road/Franklin Road intersection operates at LOS D, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and Franklin Road/Touchmark Way intersection operates at LOS B. After traffic generated by the project is added to the roadway network the study intersection of Eagle Road/Franklin Road experience an increase in delay and will operate at the LOS E during the PM peak hour. The intersection of Eagle Road/ St. Lucas Drive is expected to operate at LOS C. The Franklin Road/Touchmark Way intersection is expected to operate at LOS B. Horrocks Engineers 16 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO The proposed Meridian Gateway is anticipated to impact traffic operating conditions on adjacent roadways. However, the roadway and intersection improvements listed below will substantially mitigate the impacts and provide adequate traffic safety and operations on both Eagle Road and Franklin Road. The following recommendations are given: • The intersection of Eagle Road/Franklin Road may be reconstructed with three northbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. • The intersection of Eagle Road/Franklin Road should also include an exclusive right turn lane in the westbound direction of travel. This may occur as part of a future roadway improvement project. • The intersection of Eagle Road/St. Lucas Drive should be re -striped to include an exclusive left turn lane, one shared thru-left lane and one exclusive right turn lane in the westbound and eastbound directions of travel. The signal will be required to provide split phasing for these movements. Ultimately, separate dual left turn lanes are more desirable to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way should be preserved to provide the extra pavement width for these lanes. • The development should provide exclusive right -turn and left -turn outbound lanes and exclusive right -turn and left -turn inbound lanes at all project accesses to improve traffic operations. Left -turn lanes are not required at the right-in/right-out access. No additional off -site mitigations are required to provide adequate traffic operations. With the recommended mitigations it is expected that all study intersections will operate at LOS D or better with the exception of the Eagle Road/Franklin Road intersection. Horrocks Engineers 17 APPENDIX Horrocks Engineers Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO 18 Tech: Judd/Merrick Counter: DB-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & Franklin AM Site Code : 00002 Start Date : 11/28/2005 Page No : 1 --- — Eagle _ — i —Franklin Urouas minted -All Vehicles From North Road Eagle Road Franklin Road Stag Time Ri ht 1nru Left ram Right From East _ _ Thru i I�ft a Right From South Thru Left _ From West T --- 07.00 AM ' 21 333 19 373 I 18 33 15 -Tow 66 i 43 1 n,ro ram Right I Thru Left i ra i for.'total 07:15 AM i 30 425 24 479 23 45 42 110 44 186 270 56 58 285 372 I 66 88 89 42 197 I 921 07:30 AM 07:45 AM 23 367 341 40 430 I 21 59 33 113 I 44 270 65 379 ' 112 82 134 45 56 215 1 302 1 1176 1224 Total 20 120 1466 116 16 420 1702 34 96 83 _ 220 _ 28_ _ __ __ 145 _ 434 45 284 58 387 I 89 l 17 65 271 1 1223 : 118 1 176 1010 237 1423 i 355 422 208 985 1 4544 08:00 AM 33 346 20 399 I 29 50 34 113 ' 54 346 58 i 08:15 AM 34 309 29 372 I 11 67 30 108 1 41 254 51 458 100 78 47 225 ! 1195 08:30 AM i 23 301 26 350 ' 26 51 42 119 34 241 39 346 I 99 81 44 224 1 1050 08:45 AM 41 298 24 363 19 40 40 99 40 251 38 314 1 70 79 39 188 1 97l Total 131 1254 99 1484 85 208 __ _ 146 439 I69 1092 186 329 lij�7t 76 93 64 233 1024 _ 345 331 194 870 4240 Grand Total I Apprch % 251 7.9 2720 85.4 215 6 3186 181 428 264 873 345 2102 423 2870 700 753 402 1855 ' 8784 Total % j 2.9 3l .7 2.4 36.3 I 20.7 2.1 49 30.2 12 73.2 14.7 37.7 40.6 21.7 4.9 3 9.9 1 3.9 23.9 4.8 32.7 I 8 8.6 4.6 21.1 i Tech: Judd/Merrick Counter: DB-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & Franklin AM Site Code : 00002 Start Date : 11/28/2005 Page No : 2 Eagle Road From North i Franklin Road Eagle Road Franklin Road I Start Time i Right Thru ' Left Am. roW Ri ht From East__ Thtu Left row Right From South : Thty Left I I non I Right From West �- — Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak l of 1 row Thru Left non r«� I Int. Tote Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 1 07:30 AM 30 23 24 367 367 40 479 i 23 430 21 45 42 110 44 270 58 372 88 82 45 215 i 1176 08:00 AM 46 341 33 . 420 I 34 59 83 33 28 113 145 44 45 270 284 65 58 379 387 112 89 134 56 302 1224 08:00 AM Total 33 346 20 399 I 29 50 34 113 54 346 58 458 ' 100 117 78 65 47 271 I 1223 Volume % App. Total I 132 7.6 1479 117 85.6 6.8 1128 107 9) 7 237 do 1 137 oo C 481 ' 187 1170 239 1596 389 411 213 225 1013 1195 4818 Tech: McMahan/Merrick Counter: DB-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & Franklin PM Site Code : 00002 Start Date : 11/28/2005 Page No : 1 -- Eagle Road Groups Printed- All Vehicles --- From North Franklin Road From East i - Eagle Road — - I —---------.--- Franklin Road ___ Start Time Ri ht I Thru ; Left Am. Tom Ri t i Thru Left _ From South From West 04:00 PM 39 312 27 378 35 103 55 rom Ri t -' Left Toni Ri ht I Thru Left Total 04:15 PM 04:30 PM 46 52 343 3p 419 29 108 55 193 192 I 37 48 337 402 69 102 443 I 63 71 43 177 int.Tonal 1191 04_45 PM 1 43 369 337 32 28 453 408 38 107 40 185 55 415 85 552 555 45 72 87 103 60 192 1355 Total 180 1361 117 1658 31 133 131 449 45 207 I I 74 76 251 i 1444 05:00 PM I 195 777 175 1575 381 2131 254 377 253 884 5450 05:15 PM I 42 39 338 371 25 21 405 431 32 27 120 130 46 49 198 34 391 125 550 i 90 135 69 294 1447 05:30 PM 05:45 PM 51 361 19 431 32 103 48 206 1 183 37 29 330 345 153 520 99 137 54 290 I 1447 _._ Total] 65 197 360 1430 30 __ 95 455 1722 36 127 117 3_9 ___ 192_+ 26 361 138 134 512 521 94 1I5 74 143 68 236 1362 470 182 779 ; 126 1427 550 2103 1 398 489 76 267 334 1154 1 1502 5758 Grand Total i Apprch % i 377 11.2 2791 82.6 212 6.3 3380 260 919 377 1556 301 3002 931 4234 652 Total % i 3.4 24.9 1.9 30.2 I 16.7 2.3 59.1 8.2 24.2 ' 7.1 70.9 22 32 866 42.5 520 25.5 2038 111208 3.4 13.9 2.7 26.8 8.3 37.8 I 5.8 7.7 4.6 18.2 1 Tech: McMahan/Merrick Counter: DB-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & Franklin PM Site Code : 00002 Start Date : 11/28/2005 Page No : 2 Eagle Road - - - From North Franklin Road From East - -_ - _-- Eagle Road _ --- - Franklin Road _ Start Time Riaht Thru Left a . roml Right Thn� ---� Peak Hour Analysis From 04.00 PM to 05:45 Po r ae j —_ ann.Tou_ From Reht : _Thru South Left Tout ' Ri t From West ' -Peak 1 Peak Hour for Entire Intersection Begins 04:30 of 1 Thru Left a p. ra,l i Ins Tou 04:30 PM i 04:45 PM 52 43 at PM 369 32 453 I 38 337 28 408 31 107 40 185 1 55 415 85 555 j 72 103 05:00 PM 42 338 25 405 32 131 120 45 46 207 198 35 421 125 581 i 74 116 76 74 251 264 1444 1460 _ 05:15 PM Total Volume 39 176 1415 _371 21 431 i 27��61.32j) 49 i 206 34 37 391 330 125 153 550 i 90 135 69 294 I 1447 "/o Amp. Total 11 0 4 106 1697 1280 83 4 6 2 I 796 T 161 1557 488 55220�_�99 2206 I 33$ 137 54 29p 1447 PHF I ftaF oce o� 16 I6 7.3 7n 6 0or _ 491 273 1099 5798 i16n i I ins• taT os� Right Thru Left 4-1 ! / Peak Hour Data North Peak Hour Begins at 0430 PM All Vehiclgs _ _ __ _I ' r Le Thru Ri ht Out In Total Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / St. Lukes Drive Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & St Luke AM Site Code : 00001 Start Date : 11/29/2005 Page No : 1 — — Eagle Road Grou s Printed- All Vehicles _ From North St. Lukes Drive From East i Eagle Road I St. Lukes Drive _. _Start Time j Right '_Thru Left a .rood Iti t Thru Left a . ra,� Right From I Thu South Left From West 07:00 AM 18 404 26 448 1 3 14 18 55 303 26 ra.� 384 I Right Thru Left Total y Total 07:15 AM 07:30 AM 33 24 493 468 27 34 553 526 4 1 12 l7 I 44 409 38 491 I 4 4 4 1 15 17 23 22 I 873 1083 07:45 AM 34 480 33 547 9 6 I 30 5 21 40 i 32� 39 64 396 q5g 36 471 9 2 l8 29 ] 066 Total 109 1845 120 2074 20 10 77 107 202 1566 _ qq 144 566 1912 I 4 21 5 12 13 63 22 1167 08:00 AM 46 425 30 501 1 4 4 11 19 ' 96 4189 08:15 AM 1 28 389 42 459 I 5 2 16 23 57 378 57 492 i 1 6 21 28 I 1040 08:30 AM 19 309 36 364 6 2 17 25 i 62 306 42 410 1 9 5 24 38 I 930 08_45 AM I 34 351 28 413 f 3 5 17___ 25' 60 67 347 40843 40 447 1 1 9 6 19 34 87p Total 127 1474 136 1737 18 13 61 92 246 1439 182 518 1867 1 9 28 3 30 42 998 20 94 142 r 3838 Grand Total I Apprch % 236 6.2 3319 87.1 256 6.7 3811 i 38 23 138 199 448 3005 326 3779 49 32 157 238 8027 Total % I 2.9 41.3 3.2 47.5 I 19.1 0.5 11.6 69.3 0.3 1.7 I 2.5 11.9 5.6 79.5 37.4 8.6 4.1 1 j 20.6 13.4 66 47.1 0.6 0.4 2 3 Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / St. Lukes Drive Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & St Luke AM Site Code : 00001 Start Date : 11/29/2005 Page No :2 Eagle Road From North — -- St. Lukes Drive i —Eagle Road --- —_-- ------- - St. Lukes Drive --"—� i Start Time :Rat Thru i Left a�.roul Rieht From East Tel From South From West Thru i Aoo.Toul Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak I of 1 Ri ht 1 Thru 1 ft romi ----RightTThru I Left I rom Int. Tota Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM j 33 07:30 AM I 24 493 27 468 34 553 4 526 9 1 12 17 1 44 409 38 491 1 4 i 17 22 ' 1083 07:45 AM i 34 480 33 547 6 5 1 21 32 64 488 36 471 I 9 2 18 29 1066 08:00 AM 46 425 30 501 1 4 4 11 19 1 44 566I 4. 5 13 22 11I Total Volume i 137 1866 124 2127 1 23 11 74 108 57 204 378 --- 57 492 1 6 21 28 1040 %Aop. Total 6.4 87.7 5.8 1 21.3 10.2 6tt s ,., . 1641 o.. 175 _ 2020 I 18 14 69 101 4356 In Total rO, f Faso 1 7i 1 Right Thru Left Peak Hour Data North Peak Hour Begins at 07:15 AM All Vehicles_____ Left Thru Ri h I Out —242Q [ 33 In Total i Fanla Rn^A L2 Data Collection 1770 W. State St. #204 Tech: Judd/Robinson Boise, Idaho Counter: DB-4458/4459 (208) 860-7554 File Name : Eagle & St Luke PM Location: Eagle Road / St. Lukes Drive Site Code : 00001 Control: Signalized Start Date : 11/28/2005 Page No : 1 - — T ------ Eagle Road Groups Printed- All Vehicles --- From North St. Lukes Drive From East Eagle Road St. Lukes Drive From -- Start Time _Right ; Thni Left . Tom Ri t Thru Left n . Toms Ri t Thru 04:00 PM 19 South —ft ; —�- ,sp. From West R t�—Left 1 376 22 04:15 PM 32 394 20 04:30 PM 417 446 39 24 4 64 111 35 427 — 34 35 508 n . Toms Int. Total 19 I 22 389 25 04:45 PM 24 406 10 Total) 97 1565 436 440 41 45 3 73 117 25 3 493 33 31 551 ! 574I 3 39 61 108 32 3 34 69 1151 77 1739 149 18 227 394 124 1945 133 2202 I 85 12 125 222 4557 05:00 PM I 20 441 6 05:15 PM 23 440 8 471 471 42 55 4 69 115 j 19 475 43 537 38 0 40 78 I 1197 05:30 PM I 32 443 6 481 41 5 74 134 I 10 4 43 88 424 29 463 34 1 34 69 I 1137 137 05:45 PM 28 9 475 23 13 4 19 46 i 7 419 442 39 46 471 j 25 6 24 55 1 095 I Total) 103 762 1762 29 1894 161 17 205 383 59 _ 1760 157 505 1976 16 2 24 42 1068 113 9 Grand Total i 200 3327 106 Apprch % 5.5 91.6 2.9 3633 310 35 432 777 183 3705 290 4178 1 122 244 4497 198 21 247 466 Total % i 2.2 36.7 1.2 40.1 39.9 3.4 4.5 55.6 4.4 0.4 4.8 8.6 I 2 88.7 6.9 i 9054 42.2 40.9 3.2 46.1 1 0.2 2.7 5.1 Eagle Road out In Total 95' 4 �nf 17-2�00, 327 im iRight Thru Lett 1 I I I rn 1 Alk 1 c 1 J North --i 1 12 --� J J��, 1 11/28/2005 04:00 PM 4_1 _ m Iol 11/28/2005 05:45 PM 2�n� _ p 1 ��� All Vehicles I '�I m _ , �o i 5' I i I g I I I 1 - i 41 r' Lett Thru Ri ht 3957 Out In Total Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / St. Lukes Drive Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208)860-7554 File Name : Eagle & St Luke PM Site Code : 00001 Start Date : 11/28/2005 Page No : 2 I Eagle Road i From North St. Lukes Drive�T.I Eagle Road g — -- ----� St. Lukes Drive I Start Time i Ri h�t._Thru i Left rain Iti t From East Thru Left A. From South From West i t Thru I Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak I of I Left i Mo. real Right � Thru Left I Toth in Tote Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM i 32 394 20 446 1 24 04:30 PM 22 389 25 436 41 4 3 47 75 35 499 35 569 i 19 3 39 61 1151 04:45 PM i 24 406 10 440 45 3 73 43 117 91 25 493 33 551 1 32 17 3 34 69 1173 05:00 PM 1 20 441 6 467 42 Total Volume i 98 1630 61 1789 4 69 115 526 31 574 I 16 19 475 43 537 38 4 0 26 46 78 1151 152 %Aoa. Total i 5._5_ 91.1 3.4 38.2 14 3.5 232 r % 398 96 1993 142 2231 105 Al o,. _ 10 _40 139 _ 254 1197 4672 Our In Total E284 7 4073: I 16 i i Right Ito Left ; 4.J ! C Peak Hour Data _ �o North 9'N !92 Peak Hour Begins at 04:15 PM Ivehicles I O N, Li 0: J `I 41 T r I. L ft Thti Ri ht I I ! Fanlr R L2 Data Collection 1770 W. State St. #204 Tech: Angie Boise, Idaho Counter: DB-4148 (208) 860-7554 File Name : Touchmark & Franklin AM Location: Touchmark Way / Franklin Road Site Code : 00003 Control: Signalized Start Date : 11/28/2005 Page No : 1 i ----�______ Touchmark Way I Groups Printed. All Vehicles _ Franklin Road --- --- - — - __ _ From North Start Time Ri ht Thtv ! Left i row Ri ht Touchmark Way From East From South ! Thru I ' Franklin Road From West —� ! 07:00 AM I 0 0 0 p 0 Left row, . Ri ht ! Thru Left L _1 n�=Th t i Left 07: l5 AM I 0 07:30 AM j 0 0 0 0 0 0 1i 95 4 0 1 116 7 123 1 I 0 0 A 0 .Tom l43 Int. Total 243 07:45 AM 0 0 - 0 0 p 0 0 0 !OZ 9 l l l l 1 0 2 167 2l p 0 2l l Total I 0 0 0 0 , 0 188 4 469 48 517 !0 2 5 - 0 185 325 379 08:00 AM � 0 0 0 0 � 1 0 692 1224 08:15 AM0 08.30 AM I 0 0 0 0 O i 0 126 IS 142 ! 5 0 5 98 19 117 1 2 0 3 10 I 5 i 16 145 1 162 314 08:45AM 0__- --- 0 0 0_ 0' 01 0 125 14 139 3 0 5 1 8! 10 6 141 139 0 0 151 273 Total 0 0 0 1 0 101 _ 13 I(4 1 3_- 140__- lqg 292 0 I 450 Sl2 l2 0 28 i 49 565 - 0 1 149 607 268 1147 Grand Total ! 0 Apprch % 0 0 0 0 0 0 � 1 0.1 919 109 1029 22 891 110 0 21 43 ! 78 1220 1 1299 I 2371 Total % 0 0 p 0 0 51.2 0 48.8 38.8 4.6 43.4 0.9 0 0.9 I 1.8 i 6 3.3 93.9 0.1 I 51.5 0 54.8 Touchmark Way i- O� In Total i 0 0: 0' Right Thru Left ! I •-J I �► ' , i North 11/28/2005 07:00 AM ! 11/28/2005 08:45 AM All Vehicles 1 Left Thru Right (-21i01 i_ 187 4 :: Out In Total Touchmark Wav Tech: Angie Counter: DB-4148 Location: Touchmark Way / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 Touchmark Way Franklin Road From North I Start Time I Right I hrtt Leg Rieht From East Tool Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 Thru of 1 Left AM tow I Riehl Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 0 0 01 0 116 7 123 1 07:30 AM 0 0 0 o pi 102 9 111 07:45 AM 0 0 0 0 0 08:00 AM 0 0 167 21 1 188 4 0 0 1 Total Volume 1 0 0 0 01 126 15 142 S 1 9n Ann Tntni n 511 52 564 11 File Name : Touchmark & Franklin AM Site Code : 00003 Start Date : 11/28/2005 Page No : 2 Touchmark Way Franklin Road From South Ti — wow. 0 0 1 9 144 0 153 1 277 0 2 0 3 10 201 0 211 325 2 6 j 13 172 0 185 379 0 S 10 16 145 1 , 162 314 0 9 20 48 662 l 711 1295 01' if a+t'd` �, z` F # r ... �x•F' 'a..sv,l=+Wzxaoan-+..�,...,use��,.w,r, ..W_ M,r•.z3•' } n? M06 v T 3 3 4 c�Lq K •>t. +th air: ,tA ,-..x K,y.:,,;c:.d�r rr �R .,n� " � k k _ -.. ; � .��� � $�, aa'" s ' +- r..;•�5y ....::f� ass � ��"t` ,: �s•+r �fr, � b...a ,wx.�74 a y w� � .w+'*�� '.�a1',� b iL `X"'4` a ��. � a.""!+°'e>r,4Fwr�'i. �i��.. ems• .e� Z7, as �' X'3x".R'' x •,f .'' .sdDwr� .a .s�" v4litn ',y s:; 3� �.d�'� •�' �A;� r °�rt+ at � _ - - � ( �t'Fr-a mJ-•��yyN ks�'r' ..i, _ », .F, • r. .Poe_: •=e•�.. ??• :. r�. .,•:_ ,.e* .``.� .�.. : .. �. .... `; �. r ,,.i�..�'s.� a�.µ. �x>= 2 ^: raft fZ't,. ,';yy?`33 •"��° - `� } _. tliy Tt�l `�: '-tcy :,. �.._ -.? a- 3 p Offif MERIDIAN G..,.-.,,ATEWAY r , a Table of Contents INTRODUCTION AND SUMMARY...................................................................................:. Purpose of Report and Study Objectives..................................................................................... 1 ExecutiveSummary ..................................................................................................................... 1 PROPOSED DEVELOPMENT..... 3 Site Location ............................ Land Use ....................... 3 Site Plan and Access. Development Phasing and Timing............................................................................................... 4 STUDY AREA CONDITIONS ................................... 4 Study Area......................................................................................................................... ANALYSIS OF EXISTING CONDITIONS.......... Existing and Future Traffic Volumes ........... 5 ........................................... Study Intersection Level of Service ....................................... Existing Conditions Level of Service.......................................................................................... 6 PROJECTED TRAFFIC...................................................................... SiteTraffic Forecasts................................................................................................................... 9 TRAFFIC AND IMPROVEMENT ANALYSIS.................................................................. Study Intersection Level of .................................... 11 Roadway Improvements..................................................... Roadway Improvement Level of Service ....................... CONCLUSIONS AND RECOMMENDATIONS....................................................................... 16 APPENDIX.......................................................................................... Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO INTRODUCTION AND SUMMARY Purpose of Report and Study Objectives The purpose of this traffic study is to identify the traffic impacts associated with the proposed Meridian Gateway Development on the existing road network. The study objectives are to describe the development, define the study intersections, and estimate trip generation and distribution for the site, analyze existing and 2011 AM and PM peak traffic conditions, describe the traffic impacts of the site under existing and 2011 AM and PM conditions and recommend improvements to mitigate traffic impacts. Executive Summary Site Location and Study Area. The Meridian Gateway Development is planned to be located south of Franklin Road and east of Eagle Road in Meridian, Idaho. The intersections counted were Eagle Road/Franklin Road, Eagle Road/St. Lucas Dive and Touchmark Way/Franklin Road (see Figures 1 and 2). Figure 1: Intersection of Eagle Roadl Franklin Road Horrocks Engineers Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Figure 2: Intersection of Touchmark Way /Franklin Road Development Description. The Meridian Gateway consists of approximately 208,000 sq. ft. of medical and general offices and 77,000 sq. ft. of commercial with 1,197 parking stalls. The site proposes one right -in -right -out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive. Under full build conditions the development is expected to generate 6,876 new daily trips. Of these trips 449 will occur during the AM peak hour and 655 will occur during the PM peak hour. Principal Findings. During the existing AM peak hour the Eagle Road/Franklin Road intersection operates at LOS C and Eagle Road/St. Lawag Drive and Franklin Road/Touchmark ,fiWay intersections operate at LOS B. During the existing PM peak hour the Eagle Road/Franklin t Road intersection operates at LOS D, the intersection of Eagle Road/St. Lucas Drive o erat `IN LOS C and Franklin Road/Touchmark Way intersection operates at LOS B. p es at After traffic generated by the project is added to the roadway network the study intersection of Eagle Road/Franklin Road experience an increase in delay and will operate at the LOS E during the PM peak hour. The intersection of Eagle Road/ St. �� Drive is expected to operate at LOS C. The Franklin Road/Touchmark Way intersection is expected to operate at LOS B. Conclusions and Recommendations. The proposed Meridian Gateway is anticipated to impact traffic operating conditions on adjacent roadways. However, the roadway and intersection improvements listed below will substantially mitigate the impacts and provide adequate traffic safety and operations on both Eagle Road and Franklin Road. The following recommendations are given: Horrocks Engineers �4OW Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO • The intersection of Eagle Road/Franklin Road may be reconstructed with three northbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. • The intersection of Eagle Road/Franklin Road should also include an exclusive right turn lane in the westbound direction of travel. This may occur as part of a future roadway improvement project. The intersection of Eagle Road/St. �Lu� c�13rive should be re -striped to include an exclusive left turn lane, one shared thru-left lane and one exclusive right turn lane in the N �ywestbound and eastbound directions of travel. The signal will be required to provide split , phasing for these movements. Ultimately, separate dual left turn lanes are more desirable to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way should be preserved to provide the extra pavement width for these lanes. • The development should provide exclusive right -turn and left -turn outbound lanes and exclusive right -turn and left -turn inbound lanes at all project accesses to improve traffic operations. Left -turn lanes are not required at the right-in/right-out access. No additional off -site mitigations are required to provide adequate traffic operations. PROPOSED DEVELOPMENT Site Location The Meridian Gateway Development is planned to be located south of Franklin Road and east of Eagle Road in Meridian, Idaho. The site location is shown in Figure 3. Figure 3: Site Location Horrocks Engineers 3 1%.e Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Land Use The Meridian Gateway consists of approximately 208,000 sq. ft. of medical and general offices, 77,000 sq. ft. of commercial with 1,197 total parking stalls. Site Plan and Access The site proposes one right -in -right -out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive. A suggested driveway pavement width of 36 feet (face of curb to face of curb) would allow for three 12 foot lanes plus curb and gutter on both sides of the driveway. Development Phasing and Timing Only the full -build condition was analyzed in this report. No project phasing was assumed. STUDY AREA CONDITIONS Study Area The intersections studied for this report were: Eagle Road and Franklin Road: This is a four legged signalized intersection. Eagle Road southbound has dual left turn lanes, two thru lanes and an exclusive right turn lane. In the northbound direction of travel, Eagle Road has dual left turn lanes, two right turn lane. Franklin Road eastbound is has dual left turn lanes, two tthrulanesalanes andaan" exclusive right lane. Franklin Road westbound has dual left turn lanes, one thru lane, and one shared thm-right lane. Eagle Road and St. Lucas Drive: This is a four legged signalized intersection. Eagle Road southbound has a single left turn lane, two thru lanes and an exclusive right lane. In the northbound direction of travel Eagle Road has a single left turn lane, two thru lanes and one shared thru-right lane. St. Lucas Drive is a three -lane road with a single left turn lane, one thru lane and exclusive right lane in both the eastbound and westbound directions. Franklin Road and Touchmark Way: This is a three legged signalized intersection. Franklin Road is a three -lane road with a single left turn lane, one thru lane and shared right-thru lane. Touchmark Way is two-way collector. The studied intersections are shown in Figure 4 Horrocks Engineers 4 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO ANALYSIS OF EXISTING CONDITIONS Existing and Future Traffic Volumes Traffic counts for the AM and PM peak hour were performed for the study intersections by L2 Data Collection in November 28, 2006. Full details of the AM and PM traffic counts are presented in Tables 1 and 2 in appendix of this report. Study Intersection Level of Service Level of Service (LOS) is a term used by the Highway Capacity Manual (HCM) to describe the traffic operations of an intersection, based on congestion and delay. It ranges from LOS A (almost no congestion or delay) to LOS F (traffic demand is above capacity and the intersection experiences long queues and delay). LOS C is generally considered acceptable for rural intersections. LOS D is acceptable for urbanized intersections. LOS E is the threshold when the intersection reaches capacity. For two-way stop controlled intersections, average intersection - wide delay and LOS are not defined by the HCM. Therefore, for these intersections only the minor street approach with the highest delay will be reported. The following tables summarize LOS delay criteria for unsignalized and signalized intersections. Horrocks Engineers 5 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Table 1. LUS — Unsi natizea inrersecssons 4- 1-Level of Service Average Control delay (stveh) A 0-10 B > 10 —15 C >15-25 D > 25- 35 E >35-50 F > 50 la-4 7%1."-1 Rrcrarrh Cnnncil- Washington source: ingnway uapacssy traanaa. v--, D.C., 2000. Table 2. LUJ - Ji naaZea ensersecswn3 w ucr — Level of Service Average Control delay (slveh) A <10 B > 10-20 C >20-35 D > 35- 55 E >55-80 F > 80 _ _ .____ _. _.._.. ._ .• _ ,�______L n.._-A AT..,:,..,.,1 D--h r—mril Wachinomn Source: Highway uapacsfy -as lna,nz/ AwU, LLW.ay--.. ___--- ---- _ D.C., 2000. Existing Conditions Level of Service For this report, the LOS was calculated using the Synchro SimTraffic software package. The following tables summarize the LOS for the study intersections during the 2006 AM and PM peak hour without project added to the roadway network. • •aL _...a D....:....i T ..i�fin 'rabies, -fuuo am ana rlre iiu w nr— Intersections rev �»,,..,.••,.• � � - -- - 2006 AM 2006 PM Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 32.4 C 51.5 D Eagle Road and St. Lucas Drive 34.4 C 26.7 C Franklin Road and Touchmark Way 15.5 B 11.9 1 B As shown in the table during the existing AM peak hour the Eagle Road/Franklin Road and Eagle Road/St. Lucas Drive intersections operate at LOS C. The intersection of Franklin Road/Touchmark Way operates at LOS B. During the existing PM peak hour the Eagle Road/Franklin Road intersection operates at LOS D, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and Franklin Road/Touchmark Way intersection operates at LOS B. Existing AM and PM Peak Volumes and LOS are shown in Figures 5 and 6. Horrocks Engineers 6 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Capacity analysis was also performed for 2011 AM and PM conditions without the project. The growth rate was calculated based on historical data and future travel demand projections from Horrocks Engineers ... Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO COMPASS (Future traffic volumes for 2010, 2015, 2025 and 2030 are attached in Appendix of this report). Full details of the future traffic volumes are presented in Tables 3 and 4 in Appendix of this report. As shown in the table below, during the 2011 AM peak hour the Eagle Road/Franklin Road intersections operate at LOS D. The Eagle Road/St. Lucas Drive and Franklin Road/Touchmark Way intersections operate at LOS C. During the 2011 PM peak hour the Eagle Road/Franklin Road intersection operates at LOS E, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and intersection of Franklin Road/Touchmark Way operates at LOS B. 2011 AM and PM Peak hour volumes and LOS for these intersections are shown in Table 4 Table 4: 2011 AM and PM TmtYw' Analysis Summaries without Prniort Tromr Intersections 2011 AM 2011 PM Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 35.3 D 63.4 E Eagle Road and St. Lucas Drive 24.4 C 29.4 C Franklin Road and Touchmark Way 20.7 C 12.1 B 2011 AM and PM Peak Volumes and LOS for these intersections are shown in Figures 7 and 8. Horrocks Engineers Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO PROJECTED TRAFFIC Site Traffic Forecasts Trip Generation. The Institute of Transportation Engineers' (ITE) Trip Generation manual, 7th Edition was used to calculate new trip volumes. 25% pass -by was applied to the Shopping Center. This was based on ITE (Refinement of procedures used for estimating pass -by trip percentages, 1992 ITE Journal, pp. 13 - 16. Moussavi, Massoum; Gorman, Michael). The following table summarizes the results of the trip generation for the proposed development: Table 5: Trip Generation — Meridian Gateway Land Use Quantity leral Officeq.ldingA 108dical Officeq.Idin Xeantityble A 100pping Center q.A 77 total New -----•--, ...�� Trips Total In Out Total In Out ... tea.. 1189 167 88% 147 12% 20 161 17% 27 83% 134 3613 3306 8108 405 827 6876 248 1 79%1196 1 21% I 52 1315 127% I 85 1 73%1230 79 1 61% 48 1 39%a 31 194 79% 1 391 21 % 10` 39% 289 48% 139 52% 150 765 133% 1 251 67%/ 1 Std 48% Horrocks Engineers 9 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO As shown in the table, the proposed development is expected to generate an average 6,876 daily new weekday trips. Approximately 449 and 655 of these trips occur during the AM and PM peak hours respectively. Trip Distribution. The trip distribution was calculated based on the existing traffic counts and assumed travel paths. 35% of project traffic was assumed to travel to the north, 10% to the east, 35% to the south, while the remaining 20% of project traffic was assumed to travel to the west during the AM and PM peak hour. Assumed trip distribution for proposed development shown in Figure 9. Figure 9: Trip Distribution — Meridian Gateway Volumes generated from new development with assumed trip distribution for AM and PM peak hours are shown in Figure 10. Horrocks Engineers 10 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO TRAFFIC AND IMPROVEMENT ANALYSIS Study Intersection Level of Without improvements with the new project traffic, during the 2006 AM peak hour the Eagle Road/Franklin Road intersection operates at LOS D. The Eagle Road/St. Lucas Drive and Franklin Road/Touchmark Way intersections operate at LOS C. The new proposed access 1 on Franklin Road operates at LOS B, access 2 on Eagle Road and access 3 on St. Lucas Drive are expected to operate at LOS A. During the 2006 PM peak hour the Eagle Road/Franklin Road intersection operates at LOS E. The intersection of Eagle Road/St. Lucas Drive operates at LOS D. The Franklin Road/Touchmark Way intersection operates at LOS B. The proposed access 1 operates at LOS B and access 2 on Eagle Road and access 3 on St Lucas Drive are expected to operate at LOS F. Peak hour volumes and LOS without improvements for these intersections are shown in Table 6. Horrocks Engineers 11 ... Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Table 6: 2006AM and PM + Proiect Traffic Intersections 2006 AM 2006 PM Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 40.5 D 71.2 E Eagle Road and St. Lucas Drive 23.2 C 38.2 D Franklin Road and Touchmark Way 24.8 C 18.0 B Access 1 (Franklin Road) 13.6 B 14.2 B Access 2 (Eagle Road) 6.4 Et A > 50 F Access 3 (St. Lucas Drive) 3.3 A > 50 F Roadway Improvements The 2006 and 2011 plus project conditions will require modifications to the Eagle Road/Franklin Road and Eagle Road/St. Lucas Drive intersections to accommodate background growth and project generated trips. • The intersection of Eagle Road/Franklin Road may be reconstructed with three northbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. • The intersection of Eagle Road/Franklin Road should also include an exclusive right turn lane in the westbound direction of travel. This may occur as part of a future roadway improvement project. • The intersection of Eagle Road/St. Lucas Drive should be re -striped to include an exclusive left turn lane, one shared thru-left lane and one exclusive right turn lane in the westbound and eastbound directions of travel. The signal will be required to provide split phasing for these movements. Ultimately, separate dual left turn lanes are more desirable to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way should be preserved to provide the extra pavement width for these lanes. • The development should provide exclusive right -turn and left -turn outbound lanes and exclusive right -turn and left -turn inbound lanes at all project accesses to improve traffic operations. Left -turn lanes are not required at the right-in/right-out access. Roadway Improvement Level of Service Level of Service (LOS) was calculated with the Synchro SimTraffic software package. 2006 and 2011 conditions were analyzed with the new project traffic added to AM and PM peak hours. The results of the existing conditions analyses, without the project traffic, are repeated from above for ease of comparison. The following tables shows the results of the analysis for the year 2006 AM and PM peak hour conditions. Horrocks Engineers 12 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Table 7: 2006 AM Traffic Analysis Summaries with Project Tr,, Intersections 2006 AM 2006 AM + Project (hnproved) Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 32.4 C 35.3 D Eagle Road and St. Lucas Drive 34.4 C 22.3 C Franklin Road and Touchmark Way 15.5 B 28.3 C Access 1 (Franklin Road) - - 12.8 B Access 2 (Eagle Road) _ _ 7.6 A Access 3 (St. Lucas Drive) _ _ 3.6 A Table S: 2006 PM Traffic Analysis Summaries with Prninet Tr"M, Intersections 2006 PM w 2006 PM + Project (Improved) Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 51.5 D 57.6 E Eagle Road and St. Lucas Drive 26.7 C 24.8 C Franklin Road and Touchmark Way 11.9 B 12.1 B Access 1 (Franklin Road) - _ 7.2 A Access 2 (Eagle Road) - - > 50 F Access 3 (St. Lucas Drive) 6.7 A With improvements and new project traffic, during the 2006 AM peak hour the Eagle Road/Franklin Road intersection operates at LOS D. The intersections of Eagle Road/St. Lucas Drive and Franklin Road/Touchmark Way operate at LOS C. The access 1 on Franklin Road operates at LOS B, access 2 is expected to operate at LOS A and access 3 on St. Lucas Drive is expected to operate at LOS A. During the 2006 PM peak hour the Eagle Road/Franklin Road intersection operates at LOS E. The intersection of Eagle Road/St. Lucas Drive operates at LOS C and Franklin Road/Touchmark Way intersection operates at LOS B. The new proposed accesses 1 and 3 are expected to operate at LOS A and access 2 is expected to operate at LOS F. Although Access 2 is shown as operating at LOS F during the PM peak, it is expected that vehicles will choose to take alternative routes (i.e. Accessl or 3). The simulation software does not dynamically re -distribute traffic as would occur in reality. The overall traffic operations are expected to be better than LOS F. Traffic volumes, delays and LOS for 2006 AM and PM peak hours with the development are presented in Figures 11 and 12. Horrocks Engineers 13 L2 Data Collection 1770 W. State St. #204 Tech: Angie Boise, Idaho Counter: DB-4148 (208) 860-7554 File Name : Touchmark & Franklin PM Location: Touchmark Way / Franklin Road Site Code : 00003 Control: Signalized Start Date : 11/28/2005 Page No : 1 -- - Grou s Printed- All Vehicles _ Touchmark Way Franklin Road Touchmark W.--- Franklin i -- __ _ From North c_.._ >,-_. y Franklin Road —� 04:00 PM I 1 0 ` O1 r0"I tc� t Thru Left Total Right i Tluu —Left . To al int. Total 0 l 1 164 7 172 I 17 0 5 22 ! 1 130 1 132 327 04:15 PM 0 0 0 0 0 177 5 04:30 PM 0 0 p 182 13 0 8 21 i 4 152 0 156 359 04:45 PM i 1 0 0 0! 0 173 2 175 I 20 0 5 25 ! 3 166 0 169 369 Total ' -2 --- - I ' 0 185 3 188 10 0 8 18 4 150 l 155 362 0 0 2 i 1 699 17 717 60 0 26 86 i 12 598 2 612 1417 05:00 PM i 0 0 0 0 I. 0 184 1 05:15 PM ! 185 j 20 0 7 27 ; 2 177 0 179 I 391 0 0 005:30 PM 1 0 0 / 6 198 17 0 6 23 ; 2 180 0 182 ! 403 184 05:45 PM I 0 0 p 0 1 1 184 8 191 i 12 0 9 21 1 0 125 0 125 338 Total 1 p - -- 192 ! 6 0 _. 2_ 8 7 3 156 0 159 359 0 1 ' 1 743 22 766 55 0 24 79 1 7 638 0 645 1491 Grand Total i 3 0 0 3 1 2 1442 39 1483 i 115 0 50 165 i 19 1236 2 1257 I 2908 Apprch % 100 0 p Total % 0.1 0 0 0.1 0.1 49.6 1.3 51 4 0 1.7 5.7 j 69.7 0 30.3 j 1.7 98.3 0.2 i '; 0.7 42.5 0.1 43.2 Tech: Angie Counter: DB-4148 Location: Touchmark Way / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Touchmark & Franklin PM Site Code : 00003 Start Date : 11/28/2005 Page No : 2 Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM I 0 0 0 0 0 173 2 175 1 20 0 5 25 I 3 166 0 169 369 04:45 PM ! 1 0 0 1 0 185 3 1188 1 10 0 8 18 • 4 150 1 155 362 05:00 PM I 0 0 0 O i 0 184 1 185 1 20 0 7 27 j 2 177 0 179 ! 391 05:15 PM 0 0 0 0 I 0 191 7 198 1 17 0 6 23 2 180 0 182 403 Total Volume 1 0 0 1 ' 0 733 13 746 1 67 0 26 93 11 673 1 685 1 1525 2010 Build: 2010 Network with 2010t'bmmunity Choices Demographics 12/14/2006 -- o J a O O Q O O � rn m w 0 0 o O 8rl� d in a n m 8 N N N W13 22 Fairview Ave 4k0 �'120$ Fairview Ave. Fairview Ave. 14600 dpoo 0 17800 14300 15500 15000 Fai 6 00Ave. M 0 12000 0 0 15000 N ^$ 1 15000 16300 15600 0 0 0 N v2 17100 cli m N N 0 o O O V ix � J O O O 160 O O N N > ^ O > r N 0 0 _O U m 0 o 2800 2600 600 ^ o0 rn 0 900 N N 3000 3400 3400 2700 2700 700 1000 0 0 3100 350000 " 0 0 3500 34000 o0 4700 m N 3S0p 0 0 3500 4 20 � o m � 4100 4100 4100 mo 0 4200 4200 4200 W N O O mm n Franklin Rd. o o Franklin Rd. o o 10400 rn 100 `� N Franklin Rd. 0 10800 10800 14600 14600 Franklin Rd. 11200 10200 10200 10200 15600 9800 Ir N N 15600 11800 ar N A N A A m O O O O 2 O O (7 N y 2200 3 9 2ioo 0 280 2400 2 2500 " o 0 16600 16600 1-84 61� j a54°0 70600 r- o � %220_i6g00 5q0 o 0 66800 y 61°p 6.Lp0' 2 0 1-84 1-84 m 63°g 60700 3 ao 00 60700 60700 544p0 0 0 66600 60900 ? 60900 6090o 1-84 6600 o 6606 w� Overland Rd. Overland Rd. o 0 3100 8100 5500 4,verl dORd. 0 0 5700 8700 12700 Overland Rd N m Overland Rd i600 6600 5700 5900 8900 14200 12200 13700 1350, 14200 13600 0 0 0 0 14300 1440 N ry N o0 V 2100 2100 ? 'o 00 It 0 o W o 0 '2 rn 0 o 0 0 O () o p D:1UAGlneL odefffPXfy07110ase1b20101ROUNDED_b2010.NET 2015 Network with 201,-,-Community Choices Demographics, TIP Pv2007-2011 12/14 T2- n 900 22�800 2200inFairview 37�0 e16200 ' Ave rview ,� oFairview Ave. Fairview Ave. 0 22900 21100 2240017500 Fairview Ave. 21600 2460022300 20300 23500 21900 23200 25000 -2 o 0 0 0 � � U 0 0 10 0 0 0 0 2400 4200 3fw 2800 o M 0 3000 N N 3800 4200 4200 2400 48D0 3400 3700 po 4000 4500 4200 0 4500 4200� op 4600 � 4$00 4500 00 oo v 4 7p0 4600 4600 460 60O ¢o o m _o v 4700 4700 0 4700 A'10 W N N O O 2 N 0 0 Franklin Rd. 0 o Franklin Rd. " Franklin O U 13300 �300 N N Rd. 10400 10400 16300 Franklin Rd. 13200 9900 9gOp 9900 16300 10900 16600 16600 9 N J 12100 � m � o o 0 cn m 0 0 00 0 0 0 0 0 0 0 U a 2900 J o 2600 260 2900 �o 2601 2900 A o 17500 17500 a o `* "' I-64 115 58p0 75500 5900/1500 00 0 o n O p00 8 00 c N 71500 164 p30� 830 8590 w 1-84 34300 64300 6A300 ygp0p 0 65000 0 0 64600 6 4600 m o v n 1-6844 6 6500 w '500 o 1250tP Overland Rd. Overland Rd. everland Rd. c o 9000 9300 13000 15000 15100 Overland Rd a v Overland Rd 1600 10600 8900 9200 13000 14100 16400 16300 15600 15600 14700 0 0 o N rn o 0 16600 16500 o p � � o 2200 2200 2 2 O 20 O K mo 0 0 o M N E o 0 > N o f U I D:IUAG\newmodellTlP1fy07111Baselb2015\ROUN DED_b2015. NET . - t: .. i_! '..11sC j W Community Planninn Agcr)ri�;ir;r� U ivciworK wanzuzo community °..ekes Demographics 0 0 N N ooO rl�;�Z006 0O 3200 C, o m N O O q W 0 n^m 00 0) NOO o Fairview Ave 330 0 Oo Fainn Fairview Fairview Ave. O> vm O M 2rn 23400 0 27200 27100 25800 Fairview Ave. 24000 23500 c� 0 27000 28000 rn 2 0 26500 0 27900 26700 28200 0 0 2 O v Co N N S. O r0� N N 0 0 0 0 m 0 O 'O 0 3 0 O O N r- Co Co N Co 00 > O O) p Uq D 0 0 60 0 100 _o U 3000 O 10900 8600 6 0 o 8800 N N 5800 6100 600 100 3500 12600 10200 6700 6r00 67 67007000 6300' o ; o M r6400 6400 640pCo OO6g00 6900 6900 Franklin Rd.o 0 19000 c n pp F6000 nklin Rd.v ornFranklin 148001480019400 F- Franklin Rd. 18400 14400 14400 1440019900Ir 19400 16000 19900 O20 17500 0 O O O 300 N M 16500 00 _O O m m 1-84 87600 0 0 �� 0 0 8 ,,75900 2' 0 82700 10A00 75900 0 o 184 81200 81200 81200 69� p0 80300 80300 80300 o 6970 CD m I-84 � � 0600 `, i. 0 19400 N CD N Overland Rd. 1940 0 Overland Rd. 106000 0, 0 0 ..rland Rd. 0 O 14800 15100 20100 18600 18600 Overland Rd 0 0 Overland Rd 18800 18800 14300 14600 19600 19500 17300 20200 19900 19500 18200 0 0 0 0 0 o 0 20100 19900 N N T d N N 2500 2500 o O o w0 0 0 0 mrn 2 " $ Ho U 0 0 C:) a C, o 0 0 D:1UAGlnewmodel\TIP1fy07111Base1b2025\ROUNDED_b2025.NET � I._!cens.e.t:l is 7 (..t)i'(If? li!li'C'p' Planining ^,ti;;t?C1,=tT:lOf 1 I 2030 Build: 2030 Network with 203C mmunity Choices Demographics 1, 12/14/2006 n a 0 0 1000 0 3000 0 0 0 0 d 3000 N N Wmj00EFairview r22200 Aver 3 Fairview Ave. Fairview Ave. 24500 `v0 0 28300 26300 27600 Fairview Ave. y 22700 0 0 26400 26700 m 23900 R 0 27500 27200 28600 27400 27300 0 0 � M N O N N dl O O : O O mo 3 0 o 0 0 O � co U m 0 0 10 0 .10 3000 4100 4100 4800 2 0 0 5000 N N 5700 6400 6400 3300 4400 4400 5000 5200 0 0 5900 7100 0 6400 7100 ` �• 65000 0 �70 `__ 0ectrhve D 8500 r 7100 N0 8800 v 8500 8500 8500 m 8800 8800 8800 W po -� 0 0 0 rn ym Franklin Rd. o 0 0 o U 17900 �' 700 14700 Franklin Rd. N N Franklin Rd. 14700 19200 19200 Franklin Rd. 17400 15100 15100 15100 15900 19800 19800 � N 4 16800 a: O O O O O O o O O O o Noi m o 6400 0 Ao 6500 o 22 5300 o 220 5600 `� f9 16800 16800 cN° 1-84 �10 85500 m o rn 0 100 7300041�0 0 A 9 m m m o 80600 1-84 84 jb'3 a 13�p 0 7000 77000 71000 66j00 0 90 `O D0 o 5600 5600 m 75600 N -84 9000 m w rn m 9000 00 0 o 1610t�' Overland Rd. o 4�verland Rd. 0 0 12800 13100 18400 19700 19700 Overland Rd coo �o Overland Rd 00 15500 12400 12800 18300 18300 20200 2000 20200 20200 18700 0 0 0 0 0 0 0 0 20800 2050 O G o co � o 0 2500 m r� 2500 2s 2 00 0 � 10 Ir 0. 0 o N M o _O V DAUAGlnewmodel\TIMfy0711\BaseW03MROUNDED b2030.NET Meridian Gateway SimTraffic Performance Report Existing AM Default 7: Franklin Road & Eagle Road Performance by approach Approach EB WB NB SB' All Total Delay (hr) 11.8 7.0 10.0 16.4 45.2 Delay / Veh (s) 41.2 46.1 21.2 33.9 32.4 Stop Delay (hr) 9.9 5.6 5.9 10.2 31.6 St DelNeh (s) 34.7 37.2 12.5 21.0 22.7 Total Stops 856 423 569 1256 3104 StopNeh 0.83 0.78 0.34 0.72 0.62 Travel Dist (mi) 164.5 146.8 364.3 324.2 999.8 Travel Time (hr) 16.3 10.6 18.1 23.6 68.6 10: St. Lucas Dr. & Eagle Road Performance by approach Approach EB WB NB SB All Total Delay (hr) 1.2 1.0 19.6 19.6 41.5 Delay / Veh (s) 43.0 36.0 35.7 32.8 34.4 Stop Delay (hr) 1.1 1.0 15.9 10.0 28.0 St DeNeh (s) 40.6 33.5 29.0 16.6 23.2 Total Stops 86 90 1034 1170 2380 StopNeh 0.86 0.86 0.52 0.54 0.55 Travel Dist (mi) 5.8 8.3 159.1 472.7 646.0 Travel Time (hr) 1.4 1.3 23.4 30.5 56.6 15: Franklin Road & Performance by approach Approach EB WB NB All 3 Total Delay (hr) 3.2 2.5 0.0 5.7 Delay / Veh (s) 16.1 15.1 6.2 15.5 Stop Delay (hr) 1.7 1.6 0.0 3.3 St DelNeh (s) 8.5 9.8 5.7 9.0 Total Stops 330 343 12 685 StopNeh 0.46 0.58 0.60 0.52 Travel Dist (mi) 200.6 58.8 1.1 260.4 Travel Time (hr) 8.1 3.9 0.1 12.1 Total Network Performance Total Delay (hr) 106.8 Delay / Veh (s) 67.2 Stop Delay (hr) 68.0 St DelNeh (s) 42.8 Total Stops 6633 StopNeh 1.16 Travel Dist (mi) 4199_7 Travel Time (hr) 204.2 CAMeridian Gateway\Synchro\Existing AM.sy7 SimTraffic Report Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report Existing PM Default 7: Franklin Road & Eagle Road Performance by approach Approach EB' WB- NB SIB All Total Delay (hr) 22.9 11.6 18.8 29.2 82.5 Delay / Veh (s) 71.3 56.4 30.7 63.0 51.5 Stop Delay (hr) 20.1 9.4 10.8 20.5 60.8 St DelNeh (s) 62.4 45.7 17.6 44.3 37.9 Total Stops 1352 650 1105 1969 5076 StopNeh 1.17 0.88 0.50 1.18 0.88 Travel Dist (mi) 186.5 204.8 484.2 308.3 1183.8 Travel Time (hr) 28.0 16.7 29.7 36.1 110.5 10: St. Lucas Dr. & Eagle Road Performance by approach Approach EB WB ` NB SIB All Total Delay (hr) 3.6 16.7 6.3 7.2 33.8 Delay / Veh (s) 50.7 298.6 10.3 13.6 26.7 Stop Delay (hr) 3.5 16.3 3.2 2.8 25.8 St DeNeh (s) 48.3 292.2 5.3 5.2 20.3 Total Stops 246 292 640 458 1636 StopNeh 0.95 1.45 0.29 0.24 0.36 Travel Dist (mi) 15.4 16.1 176.2 417.0 624.7 Travel Time (hr) 4.2 17.2 10.2 16.9 48.5 15: Franklin Road & Performance by approach Approach EB WB NB SIB All - Total Delay (hr) 2.4 2.7 0.2 0.0 5.3 Delay / Veh (s) 11.0 13.6 6.8 4.4 11.9 Stop Delay (hr) 0.9 1.6 0.2 0.0 2.7 St DelNeh (s) 4.3 8.2 5.9 3.7 6.1 Total Stops 213 365 64 1 643 StopNeh 0.28 0.51 0.65 1.00 0.40 Travel Dist (mi) 211.5 70.7 5.2 0.1 287.4 Travel Time (hr) 7.5 4.3 0.4 0.0 12.3 Total Network Performance Total Delay (hr) 218.9 Delay / Veh (s) 124.8 Stop Delay (hr) 177.3 St DelNeh (s) 101.0 Total Stops 7630 StopNeh 1.21 Travel Dist (mi) 4726.5 Travel Time (hr) 328.9 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MQidiTnarQietynchro\Exis Hrvoje Drozdek Horrocks Engineers Page 1 Meridian Gateway SimTraffic Performance Report 2006 AM + Project Default 7: Franklin Road & Eagle Road Performance by approach App"roach EB WB NB SB All Total Delay (hr) 12.8 7.4 14.3 24.9 59.4 Delay / Veh (s) 43.3 48.3 30.1 45.7 40.5 Stop Delay (hr) 10.8 6.3 11.6 16.5 45.2 St DelNeh (s) 36.3 41.2 24.6 30.3 30.8 Total Stops 942 576 872 1806 4196 StopNeh 0.88 1.05 0.51 0.92 0.79 Travel Dist (mi) 169.8 52.5 189.0 364.3 775.6 Travel Time (hr) 17.5 8.9 18.8 33.0 78.1 10: St. Lucas Dr. & Eagle Road Performance by approach Approach EB WB NB SB All Total Delay (hr) 0.9 1.9 12.1 13.1 28.0 Delay / Veh (s) 37.0 46.1 21.2 22.8 23.2 Stop Delay (hr) 0.9 1.8 7.9 8.5 19.0 St DelNeh (s) 35.0 42.6 13.9 14.7 15.7 Total Stops 78 144 1150 1057 2429 StopNeh 0.88 0.95 0.56 0.51 0.56 Travel Dist (mi) 5.3 14.9 165.1 224.6 409.9 Travel Time (hr) 1.1 2.4 16.0 18.1 37.7 12: St. Lucas Dr. & Access 3 Performance by approach Approach - LLEB WB SB "` All Total Delay (hr) 0.2 0.0 0.0 0.2 Delay / Veh (s) 1.8 0.3 3.3 1.5 Stop Delay (hr) 0.0 0.0 0.0 0.1 St DelNeh (s) 0.2 0.2 2.7 0.3 Total Stops 6 0 34 40 StopNeh 0.01 0.00 1.00 0.07 Travel Dist (mi) 40.4 7.7 2.4 50.5 Travel Time (hr) 1.6 0.2 0.1 1.9 15: Franklin Road & Touchmark way Performance by approach Approach EB WB NB All Total Delay (hr) 4.2 5.3 0.0 9.5 Delay / Veh (s) 20.1 31.1 7.8 24.8 Stop Delay (hr) 3.0 4.2 0.0 7.2 St DelNeh (s) 14.3 24.6 7.0 18.7 Total Stops 243 413 8 664 StopNeh 0.32 0.68 0.44 0.48 Travel Dist (mi) 137.7 60.4 1.0 199.1 Travel Time (hr) 7.4 6.7 0.1 14.2 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MOidilnaBkt ynchro\200( Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2006 AM + Project Default 20: Access 2 & Eagle Road Performance by approach Approach _ WB NB SIB All - Total Delay (hr) 0.1 2.9 3.6 6.6 Delay / Veh (s) 6.4 5.9 6.3 6.1 Stop Delay (hr) 0.1 0.0 0.2 0.3 St DeWeh (s) 6.0 0.1 0.4 0.3 Total Stops 48 17 55 120 StopNeh 1.00 0.01 0.03 0.03 Travel Dist (mi) 2.6 199.1 243.5 445.2 Travel Time (hr) 0.2 7.3 9.3 16.8 22: Franklin Road & Access 1 Performance by approach Approach EB WB ` ' NB All =a Total Delay (hr) 1.1 0.8 0.1 1.9 T Delay / Veh (s) 4.1 5.0 13.6 4.5 Stop Delay (hr) 0.1 0.0 0.1 0.1 St DeWeh (s) 0.2 0.2 12.4 0.4 Total Stops 17 14 18 49 StopNeh 0.02 0.02 1.00 0.03 Travel Dist (mi) 93.5 102.7 1.4 197.6 Travel Time (hr) 3.9 3.2 0.1 7.2 Total Network Performance Total Delay (hr) 115.2 Delay / Veh (s) 69.0 Stop Delay (hr) 72.9 St DeWeh (s) 43.7 Total Stops 7510 StopNeh 1.25 Travel Dist (mi) 4447.3 Travel Time (hr) 219.9 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MOidiNnaGi$t ynchro\200E Hrvoje Drozdek Horrocks Engineers Page 2 Meridian Gateway SimTraffic Performance Report 2006 PM + Project Default 7: Franklin Road & Eagle Road Performance by approach Approach EB WB NB SIB - All A Total Delay (hr) 17.3 29.9 22.5 50.2 119.9 Delay / Veh (s) 55.4 140.8 34.0 101.0 71.2 Stop Delay (hr) 14.8 27.2 15.9 38.6 96.5 St DelNeh (s) 47.2 128.0 24.0 77.7 57.3 Total Stops 1112 1359 1387 2632 6490 StopNeh 0.99 1.78 0.58 1.47 1.07 Travel Dist (mi) 179.5 74.2 263.4 329.3 846.4 Travel Time (hr) 22.1 32.0 29.0 57.5 140.6 10: St. Lucas Dr. & Eagle Road Performance by approach proach EB WB NB SIB All ,>3 Total Delay (hr) 2.4 13.5 25.3 10.8 51.9 Delay / Veh (s) 32.8 92.9 41.6 20.2 38.2 Stop Delay (hr) 2.2 12.0 19.7 6.9 40.8 St DelNeh (s) 30.8 82.9 32.3 12.9 30.0 Total Stops 245 753 1334 705 3037 StopNeh 0.94 1.44 0.61 0.37 0.62 Travel Dist (mi) 15.9 52.3 176.5 208.5 453.2 Travel Time (hr) 3.0 15.3 29.3 15.3 62.9 12: St. Lucas Dr. & Access 3 Performance by approach Approach EB WB "" ",SB All Total Delay (hr) 0.1 1.9 15.5 17.5 Delay / Veh (s) 1.7 16.9 373.2 86.2 Stop Delay (hr) 0.0 1.5 15.6 17.0 St DelNeh (s) 0.6 13.2 373.5 83.9 Total Stops 14 151 163 328 StopNeh 0.08 0.38 1.09 0.45 Travel Dist (mi) 18.4 26.0 10.6 54.9 Travel Time (hr) 0.7 2.6 16.0 19.4 15: Franklin Road & Touchmark way Performance by approach Approach EB WB NB SB All Total Delay (hr) 4.7 3.6 0.2 0.0 8.5 Delay / Veh (s) 20.3 16.9 6.0 0.1 18.0 Stop Delay (hr) 3.1 2.3 0.1 0.0 5.5 St DelNeh (s) 13.2 10.5 5.2 0.1 11.5 Total Stops 518 455 43 0 1016 StopNeh 0.62 0.59 0.47 0.00 0.60 Travel Dist (mi) 150.8 77.1 4.9 0.1 232.8 Travel Time (hr) 8.2 5.4 0.4 0.0 14.0 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MQidilnagi t ynchro\200t Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2006 PM + Project Default 20: Access 2 & Eagle Road Performance by approach Proach WB NB SIB All Total Delay (hr) 8.0 6.4 3.2 17.6 Delay / Veh (s) 123.4 10.4 6.0 14.5 Stop Delay (hr) 8.0 0.4 0.1 8.4 St DelNeh (s) 123.4 0.6 0.1 6.9 Total Stops 241 185 1 427 StopNeh 1.03 0.08 0.00 0.10 Travel Dist (mi) 12.6 249.7 225.3 487.6 Travel Time (hr) 8.6 12.0 8.6 29.2 22: Franklin Road & Access 1 Performance by approach r_.1. Approach EB WB NB All - Total Delay (hr) 1.0 2.5 0.3 3.8 Delay / Veh (s) 4.1 11.5 14.2 7.8 Stop Delay (hr) 0.0 1.0 0.3 1.3 St DelNeh (s) 0.2 4.5 13.1 2.6 Total Stops 16 126 71 213 StopNeh 0.02 0.16 1.01 0.12 Travel Dist (mi) 90.8 144.5 5.6 240.9 Travel Time (hr) 3.6 5.9 0.5 10.0 Total Network Performance Total Delay (hr) 245.9 Delay / Veh (s) 124.8 Stop Delay (hr) 179.5 St DelNeh (s) 91.1 Total Stops 12504 StopNeh 1.76 Travel Dist (mi) 5159.3 Travel Time (hr) 368.4 ON2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M�igliYr�iflf ynchro\200E Hrvoje Drozdek Horrocks Engineers Page 2 Meridian Gateway _ SimTraffic Performance Report 2006 AM + Project improved Default 7: Franklin Road & Eagle Road Performance by approach Approach EB WB NB SB All Jr Total Delay (hr) 13.0 6.9 12.2 18.1 50.2 Delay / Veh (s) 43.4 49.9 26.2 35.0 35.3 Stop Delay (hr) 11.0 6.1 9.9 11.4 38.4 St DelNeh (s) 36.6 43.9 21.3 22.1 27.0 Total Stops 923 502 707 1350 3482 StopNeh 0.86 1.00 0.42 0.73 0.68 Travel Dist (mi) 171.9 47.6 185.4 344.0 748.9 Travel Time (hr) 17.7 8.3 16.6 25.8 68.4 10: St. Lucas Dr. & Eagle Road Performance by approach Akr'oach" EB WB NB'"' SB All Total Delay (hr) 1.1 2.0 10.7 12.7 26.5 Delay / Veh (s) 43.6 44.7 19.1 22.7 22.3 Stop Delay (hr) 1.1 1.8 7.2 8.2 18.3 St DelNeh (s) 41.2 41.3 12.9 14.6 15.4 Total Stops 83 147 1035 1007 2272 StopNeh 0.89 0.93 0.51 0.50 0.53 Travel Dist (mi) 5.6 15.3 158.6 219.2 398.7 Travel Time (hr) 1.3 2.5 14.4 17.6 35.9 12: St. Lucas Dr. & Access 3 Performance by approach Approach EB- WB SB All Total Delay (hr) 0.1 0.0 0.0 0.2 Delay / Veh (s) 1.2 0.2 3.6 1.1 Stop Delay (hr) 0.0 0.0 0.0 0.1 St DelNeh (s) 0.2 0.1 3.0 0.4 Total Stops 6 0 39 45 StopNeh 0.02 0.00 1.00 0.08 Travel Dist (mi) 38.0 8.1 2.7 48.8 Travel Time (hr) 1.5 0.2 0.2 1.8 15: Franklin Road & Touchmark way Performance by approach Approach EB WB NB All Total Delay (hr) 4.5 5.8 0.0 10.3 Delay / Veh (s) 22.8 35.6 2.7 28.3 Stop Delay (hr) 2.9 4.6 0.0 7.6 St DelNeh (s) 14.9 28.7 2.7 20.9 Total Stops 363 431 7 801 StopNeh 0.51 0.74 0.41 0.61 Travel Dist (mi) 128.2 57.4 0.9 186.5 Travel Time (hr) 7.5 7.1 0.1 14.6 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M( idicTregiEts fiynchro\200E Hrvoje Drozdek Horrocks Engineers Page 1 Meridian Gateway SimTraffic Performance Report 2006 AM + Project improved Default 20: Access 2 & Eagle Road Performance by approach Approach WB NB SIB All Total Delay (hr) 0.1 2.6 4.0 6.8 Delay / Veh (s) 7.6 5.4 7.2 6.4 Stop Delay (hr) 0.1 0.0 0.3 0.5 St Del/Veh (s) 7.5 0.1 0.5 0.4 Total Stops 57 6 95 158 StopNeh 0.98 0.00 0.05 0.04 Travel Dist (mi) 3.0 197.2 237.8 438.1 Travel Time (hr) 0.3 6.9 9.7 16.9 22: Franklin Road & Access 1 Performance by approach Approach EB ' WB NB ` All Total Delay (hr) 0.6 0.7 0.1 1.5 Delay / Veh (s) 2.6 5.0 12.8 3.7 Stop Delay (hr) 0.0 0.0 0.1 0.1 St DeVVeh (s) 0.1 0.1 11.7 0.3 Total Stops 0 15 24 39 StopNeh 0.00 0.03 1.00 0.03 Travel Dist (mi) 87.7 96.9 1.9 186.4 Travel Time (hr) 3.3 3.0 0.2 6.4 Total Network Performance Total Delay (hr) 104.2 Delay / Veh (s) 63.7 Stop Delay (hr) 65.8 St Del/Veh (s) 40.2 Total Stops 6805 StopNeh 1.15 Travel Dist (mi) 4325.0 Travel Time (hr) 206.1 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M&diNnEOint ynchro\200E Hrvoje Drozdek Horrocks Engineers Page 2 Meridian Gateway SimTraffic Performance Report 2006 PM + Project improved Default 7: Franklin Road & Eagle Road Performance by approach Approach EB WB NB SIB All Total Delay (hr) 25.9 18.4 19.2 35.0 98.5 Delay / Veh (s) 83.0 85.9 28.5 68.7 57.6 Stop Delay (hr) 22.5 16.5 13.5 26.0 78.5 St DelNeh (s) 72.1 77.2 20.0 51.1 45.9 Total Stops 1462 871 1256 2019 5608 StopNeh 1.30 1.13 0.52 1.10 0.91 Travel Dist (mi) 179.5 74.7 267.6 338.4 860.2 Travel Time (hr) 30.7 20.5 25.8 42.6 119.6 10: St. Lucas Dr. & Eagle Road Performance by approach Approach EB WB NB SIB All ;. Total Delay (hr) 4.1 8.0 14.0 8.6 34.7 Delay / Veh (s) 56.9 50.2 22.6 15.8 24.8 Stop Delay (hr) 3.9 7.1 9.6 5.4 26.0 St DeNeh (s) 54.5 44.8 15.5 9.8 18.6 Total Stops 278 597 1062 609 2546 StopNeh 1.07 1.05 0.48 0.31 0.51 Travel Dist (mi) 15.9 56.2 179.0 213.6 464.7 Travel Time (hr) 4.7 10.0 18.1 13.3 46.1 12: St. Lucas Dr. & Access 3 Performance by approach Approach EB WB SIB All Total Delay (hr) 0.1 0.1 0.3 0.5 Delay / Veh (s) 1.5 0.9 6.7 2.4 Stop Delay (hr) 0.0 0.0 0.3 0.4 St DelNeh (s) 0.5 0.4 5.6 1.7 Total Stops 11 0 183 194 StopNeh 0.06 0.00 0.99 0.25 Travel Dist (mi) 18.2 26.0 13.0 57.2 Travel Time (hr) 0.7 0.8 0.9 2.5 15: Franklin Road & Touchmark way Performance by approach Apprdab EB WB NB SIB All Total Delay (hr) 2.4 3.2 0.2 0.0 5.7 Delay / Veh (s) 10.4 14.6 6.1 0.1 12.1 Stop Delay (hr) 1.3 1.9 0.1 0.0 3.4 St DelNeh (s) 5.7 8.8 5.3 0.1 7.1 Total Stops 298 400 42 0 740 StopNeh 0.36 0.51 0.46 0.00 0.43 Travel Dist (mi) 151.2 77.2 4.9 0.1 233.4 Travel Time (hr) 6.0 4.9 0.4 0.0 11.3 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M(SidiNnaGkt Bynchro\200E Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2006 PM + Project improved Default 20: Access 2 & Eagle Road Performance by approach Approach _ . WB NB .. _ .SB All Total Delay (hr) 6.8 5.0 3.1 15.0 Delay / Veh (s) 103.0 8.0 5.8 12.1 Stop Delay (hr) 6.8 0.1 0.1 6.9 St DelNeh (s) 103.5 0.1 0.1 5.6 Total Stops 240 36 3 279 StopNeh 1.01 0.02 0.00 0.06 Travel Dist (mi) 12.6 255.7 231.7 499.9 Travel Time (hr) 7.5 10.8 8.6 26.9 22: Franklin Road & Access 1 Performance by approach Approach "= . EB WB NB.. All Total Delay (hr) 0.7 1.0 0.1 1.9 Delay / Veh (s) 3.0 4.5 7.2 3.8 Stop Delay (hr) 0.0 0.0 0.1 0.2 St DelNeh (s) 0.1 0.2 6.4 0.4 Total Stops 1 15 71 87 StopNeh 0.00 0.02 1.00 0.05 Travel Dist (mi) 91.1 144.7 5.6 241.4 Travel Time (hr) 3.3 4.3 0.4 8.1 Total Network Performance Total Delay (hr) 169.1 Delay / Veh (s) 84.6 Stop Delay (hr) 116.5 St DeNeh (s) 58.3 Total Stops 9465 StopNeh 1.32 Travel Dist (mi) 5246.0 Travel Time (hr) 293.6 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MQidiNnaBict ynchro\2001 Hrvoje Drozdek Page 2 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2011 AM Default 7: Franklin Road & Eagle Road Performance by approach Approach EB WB NB SB All Total Delay (hr) 13.8 7.2 12.4 18.2 51.6 Delay / Veh (s) 44.2 47.3 24.3 37.3 35.3 Stop Delay (hr) 11.5 6.0 8.0 11.7 37.2 St DelNeh (s) 37.0 39.3 15.7 23.9 25.4 Total Stops 978 368 725 1320 3391 StopNeh 0.87 0.67 0.39 0.75 0.64 Travel Dist (mi) 178.9 148.0 396.4 324.4 1047.6 Travel Time (hr) 18.7 10.9 21.2 25.4 76.2 10: St. Lucas Dr. & Eagle Road Performance by approach ApOf6ddh EB VVB ` ' NB SB ' All Total Delay (hr) 8.0 2.7 7.1 13.2 31.0 Delay / Veh (s) 401.5 92.6 11.7 21.3 24.4 Stop Delay (hr) 8.0 2.6 4.4 6.3 21.3 St DelNeh (s) 398.2 89.8 7.3 10.2 16.7 Total Stops 77 105 715 770 1667 StopNeh 1.07 1.01 0.33 0.34 0.36 Travel Dist (mi) 4.3 8.4 174.1 483.8 670.7 Travel Time (hr) 8.2 3.0 11.2 24.4 46.7 15: Franklin Road & Performance by approach Approach'.'. ;: EB WB NB All Total Delay (hr) 5.6 2.6 0.0 8.2 Delay / Veh (s) 24.8 15.4 6.9 20.7 Stop Delay (hr) 3.4 1.7 0.0 5.2 St DeVVeh (s) 15.2 10.4 6.3 13.1 Total Stops 552 337 12 901 StopNeh 0.68 0.56 0.75 0.63 Travel Dist (mi) 226.3 59.5 0.8 286.7 Travel Time (hr) 11.2 4.0 0.1 15.3 Total Network Performance Total Delay (hr) 103.9 Delay / Veh (s) 61.8 Stop Delay (hr) 68.8 St DelNeh (s) 40.9 Total Stops 5995 StopNeh 0.99 Travel Dist (mi) 4426.9 Travel Time (hr) 206.5 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MQidi�ir>a��t�ynchro\2011 Hrvoje Drozdek Horrocks Engineers Page 1 Meridian Gateway SimTraffic Performance Report 2011 PM Default 7: Franklin Road & Eagle Road Performance by approach Approach, IEB WB NB` SB' All Total Delay (hr) 19.3 24.2 21.2 41.5 106.1 Delay / Veh (s) 59.5 104.8 33.1 86.4 63.4 Stop Delay (hr) _ 16.7 20.9 11.8 30.2 79.6 St Del/Veh (s) 51.5 90.9 18.5 62.9 47.5 Total Stops 1227 1054 1275 2636 6192 StopNeh 1.05 1.27 0.55 1.53 1.03 Travel Dist (mi) 186.7 231.0 505.8 319.5 1243.0 Travel Time (hr) 24.3 29.8 32.6 48.5 135.2 10: St. Lucas Dr. & Eagle Road Performance by approach Approach ; EB WB ` 'NB SIB All Total Delay (hr) 4.5 18.6 6.6 8.7 38.4 Delay / Veh (s) 61.4 881.4 10.1 15.6 29.4 Stop Delay (hr) 4.3 18.5 3.2 3.4 29.4 St Del/Veh (s) 58.6 875.7 4.8 6.2 22.5 Total Stops 285 107 673 539 1604 StopNeh 1.08 1.41 0.28 0.27 0.34 Travel Dist (mi) 15.8 5.9 189.7 443.4 654.8 Travel Time (hr) 5.1 18.8 10.8 18.8 53.6 15: Franklin Road & Performance by approach Approach EB WB "' NB SB All - Total Delay (hr) 2.4 3.1 0.2 0.0 5.7 Delay / Veh (s) 11.0 13.7 6.8 3.4 12.1 Stop Delay (hr) 0.9 1.8 0.2 0.0 2.9 St DeWeh (s) 4.3 7.7 6.0 2.7 6.1 Total Stops 213 424 63 1 701 StopNeh 0.28 0.52 0.64 1.00 0.41 Travel Dist (mi) 214.1 80.9 5.2 0.1 300.3 Travel Time (hr) 7.6 5.0 0.4 0.0 13.0 Total Network Performance 341.7 3 Total Delay (hr) Delay / Veh (s) 188.8 Stop Delay (hr) 292.1 St DeWeh (s) 161.4 Total Stops 8746 StopNeh 1.34 Travel Dist (mi) 4942.6 Travel Time (hr) 456.1 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MQidiNnagkt Synchro\2011 Hrvoje Drozdek Horrocks Engineers Page 1 Meridian Gateway SimTraffic Performance Report 2011 AM + Project improved Default 7: Franklin Road & Eagle Road Performance by approach Approach " EB WB NB ' SIB All Total Delay (hr) 20.3 18.3 23.5 40.9 103.0 Delay / Veh (s) 64.8 111.4 47.6 69.7 66.1 Stop Delay (hr) 17.2 17.0 20.7 27.6 82.5 St DelNeh (s) 55.0 103.9 41.9 47.0 52.9 Total Stops 1304 687 1019 2561 5571 StopNeh 1.16 1.16 0.57 1.21 0.99 Travel Dist (mi) 180.6 57.1 196.7 389.8 824.3 Travel Time (hr) 25.3 19.9 28.2 49.5 122.8 10: St. Lucas Dr. & Eagle Road Performance by approach Approach EB .-. ,WB NB ' SIB All Total Delay (hr) 1.4 3.0 15.2 13.3 32.9 Delay / Veh (s) 50.5 64.2 25.3 20.6 24.9 Stop Delay (hr) 1.3 2.8 11.4 7.6 23.1 St DelNeh (s) 47.8 59.8 18.9 11.8 17.5 Total Stops 89 174 1179 1044 2486 StopNeh 0.89 1.04 0.54 0.45 0.52 Travel Dist (mi) 6.0 16.5 171.4 253.1 447.0 Travel Time (hr) 1.6 3.6 19.3 19.0 43.5 12: St. Lucas Dr. & Access 3 Performance by approach Approach EB WB SIB All Total Delay (hr) 0.1 0.0 0.0 0.2 Delay / Veh (s) 1.1 0.3 3.5 1.1 Stop Delay (hr) 0.0 0.0 0.0 0.1 St DeWeh (s) 0.2 0.2 2.9 0.4 Total Stops 4 0 42 46 StopNeh 0.01 0.00 1.00 0.08 Travel Dist (mi) 42.0 8.6 2.9 53.5 Travel Time (hr) 1.6 0.2 0.2 2.0 15: Franklin Road & Touchmark way Performance by approach Approach EB WB NB - All - Total Delay (hr) 7.6 6.1 0.1 13.9 Delay / Veh (s) 34.5 32.2 14.2 33.2 Stop Delay (hr) 6.2 4.9 0.1 11.2 St DelNeh (s) 27.8 25.9 13.7 26.8 Total Stops 399 454 7 860 StopNeh 0.50 0.66 0.37 0.57 Travel Dist (mi) 143.5 68.1 0.9 212.5 Travel Time (hr) 11.0 7.7 0.1 18.9 0:\12006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MQidiN'ra(ge ynchro\2011 Hrvoje Drozdek Horrocks Engineers Page 1 Meridian Gateway 2011 AM + Project improved SimTraffic Performance Report Default 20: Access 2 & Eagle Road Performance b ,approach approach' 1IVB NB SIB All Total Delay (hr) 0.1 2.8 4.5 7.5 Delay / Veh (s) 10.6 5.5 7.0 6.3 Stop Delay (hr) 0.1 0.0 0.1 0.2 St DeWeh (s) 10.6 0.1 0.1 0.2 Total Stops 36 8 0 44 StopNeh 1.00 0.00 0.00 0.01 Travel Dist (mi) 1.9 212.7 276.2 490.9 Travel Time (hr) 0.2 7.5 11.1 18.8 22: Franklin ,Road & Access 1 Performance by approach Approach " EB-. $A : NB All Total Delay (hr) 0 7 0.9 0.1 1.7 Delay / Veh (s) 2.8 5.0 11.0 3.8 Stop Delay (hr) 0.0 0.1 0.1 0.2 St DeWeh (s) 0.1 0.4 10.4 0.4 Total Stops 3 23 22 48 StopNeh 0.00 0.04 0.96 0.03 Travel Dist (mi) 92.5 114.4 1.7 208.7 Travel Time (hr) 3.5 3.5 0.1 7.2 Total Network Performance Total Delay (hr) Delay / Veh (s) Stop Delay (hr) St DeWeh (s) Total Stops StopNeh Travel Dist (mi) Travel Time (hr) 176.1 98.3 121.0 67.6 9570 1.48 4762.5 288.5 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M�idi�irt�r$#ynchro12011 Hrvoje Drozdek Horrocks Engineers Page 2 Meridian Gateway SimTraffic Performance Report 2011 PM + Project improved Default 7: Franklin Road & Eagle Road Performance by approach A roach PP ` ; EB ` 1NB NB SIB All _ Total Delay (hr) 32 9 28 Delay / Veh (s) 99.2 3 118.9 25.8 35.6 32.8 66.2 119.8 66.9 Stop Delay (hr) 29.3 25.8 17.8 24.4 97.2 St DelNeh (s) 88.3 108.4 24.6 49.2 54.3 Total Stops 1546 1138 1481 1781 5946 StopNeh 1.29 1.33 0.57 1.00 0.92 Travel Dist (mi) 191.6 82.4 288.2 330.5 892.6 Travel Time (hr) 38.1 30.6 32.7 40.2 141.7 10: St. Lucas Dr. & Eagle Road Performance by approach Approach _ EB WB NB SIB All Total Delay (hr) 7.4 12 0 14.9 7.4 41.6 Delay / Veh (s) 92.6 71.3 21.5 13.4 27.9 Stop Delay (hr) 7.1 10.8 9.1 4.8 31.8 St DelNeh (s) 89.2 64.5 13.1 8.8 21.3 Total Stops 364 762 1193 493 2812 StopNeh 1.27 1.26 0.48 0.25 0.52 Travel Dist (mi) 17.5 58.9 200.7 215.7 492.8 Travel Time (hr) 8.1 14.1 19.4 12.1 53.6 12: St. Lucas Dr. & Access 3 Performance by approach Approach EB -0.1 WB SIB All Total Delay (hr) 0.1 0.4 0.6 i Delay / Veh (s) 1.5 1.1 7.9 2.6 Stop Delay (hr) 0.0 0.1 0.3 0.4 St DelNeh (s) 0.6 0.4 7.0 1.9 Total Stops 10 3 170 183 StopNeh 0.05 0.01 1.00 0.23 Travel Dist (mi) 19.1 28.8 11.9 59.9 Travel Time (hr) 0.7 0.9 0.9 2.6 15: Franklin Road & Touchmark way Performance by approach Approach EB WB NB SIB All TO Delay (hr) 6.7 4.9 0.2 0.0 11.7 Delay/ Veh (s) 30.0 19.9 5.5 0.1 23.5 Stop Delay (hr) 5.0 3.1 0.2 0.0 8.3 St DeNeh (s) 22.2 12.9 4.9 0.1 16.6 Total Stops 549 536 46 0 1131 StopNeh Travel Dist (mi) 0.68 145.1 0.61 0.40 0.00 0.63 Travel Time (hr) 10.1 86.9 6.2 0.1 238.3 6.9 0.4 0.0 17.4 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MOdilnagimt $ynchro\201 Hrvoje Drozdek Horrocks Engineers Page 1 Meridian Gateway 2011 PM + Project improved SimTraffic Performance Report Default 20: Access 2 & Eagle Road Performance by approach Approach WB NB .. SB All - i otal Delay (hr) 50 7 8.7 2.8 62.2 Delay / Veh (s) 1216.8 12.2 5.1 47.8 Stop Delay (hr) 50.8 0.6 0.1 51.5 St DeWeh (s) 1218.8 0.9 0.1 39.6 Total Stops 157 307 2 466 StopNeh 1.05 0.12 0.00 0.10 Travel Dist (mi) 8.0 288.0 232.7 528.7 Travel Time (hr) 51.1 15.1 8.4 74.6 22: Franklin Road & Access 1 Performance by approach Approach" WB NB All Total Delay (hr) 0.8 2.0 0 2 2.9 Delay / Veh (s) 3.3 8.0 12.6 5.9 Stop Delay (hr) 0.0 0.3 0.2 0.5 St DeWeh (s) 0.1 1.2 12.1 1.0 Total Stops 0 98 56 154 StopNeh 0.00 0.11 1.00 0.09 Travel Dist (mi) 86.9 161.9 4.3 253.1 Travel Time (hr) 3.2 5.7 0.4 9.4 Total Network Performance Total Delay (hr) 255.4 Delay / Veh (s) 121.8 Stop Delay (hr) 191.8 St DeWeh (s) 91.5 Total Stops 10904 StopNeh 1.44 Travel Dist (mi) 5535.3 Travel Time (hr) 386.8 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MQidiNna@kt ynchro\201 Hrvoje Drozdek Horrocks Engineers Page 2 i - - RADIUS NOTICE REPORT FILE NAME. Ahlquis 14-feh-2007 Owners Owner Address ARTIACH DOSE M 2770 E FRANK-LIN RD MERIDIAN, ID 83642-5953 Property Address: ahlquis ARTIACH PROPERTIES LP 2770 E FRANKLIN RD MERIDIAN, ID 83642-0000 Property Address: ahlquis ARTIACH PROPERTIES LP 2770 E FRANKLIN RD MERIDIAN, ID 83642-5953 Property Address: ahlquis ARTIACH PROPERTIES LP 2770 E FRANKLIN RD MERIDIAN, ID 83642-5953 Property Address: ahlquis ARTIACH PROPERTIES LP 2770 E FRANKLIN RD MERIDIAN, ID 83642-5953 Property Address: ahlquis ARTIACH PROPERTIES LP 2770 E FRANKLIN RD MERIDIAN, ID 83642-5953 Property Address: ahlquis BARTSCHI RALPH P LIFE ESTATE BARTSCHI LAVONNE J LIFE ESTATE 719 E MARTINIQUE MERIDIAN, ID 83642-0000 Property Address: ahlquis BENTZINGER RONALD W BENTZINGER CHARLET K 3250 N MONTVUE DR MERIDIAN, ID 83642-6314 Property Address: ahlquis BROWN L KENT BROWN DEBBIE 3161 E SPRINGWOOD DR MERIDIAN, ID 83642-0000 Propertv Address: ahlquis I Owners -- Owner Address - CAMPBELL HEALTHCARE INVEST LP PO BOX 2255 WENATCHEE. WA 98807-2255 Property Address: ahlquis CARRITHERS MICHAEL A SR 3133 E AUTUMN WAY CARRITHERS B GAIL MERIDIAN, ID 83642-0000 Property Address: ahlquis CASTRO FERNANDO A 3185 E SPRINGWOOD DR CASTRO MARIE-ANDREE G MERIDIAN, ID 83642-0000 Property Address: ahlquis DEMEYER PROPERTIES LLC 3530 E FRANKLIN RD MERIDIAN, ID 83642-0000 Property Address: ahlquis GALE JEFFERY A 3160 E SPRINGWOOD DR GALE SANDRA K MERIDIAN, ID 83642-6241 Property Address: ahlquis GREENHILL ESTATES SUB NO 3 WATER COR 3136 SPRINGWOOD DR MERIDIAN, ID 83642-0000 Property Address: ahlquis GREENHILL ESTATES SUB NO 3 WATER COR 3136 SPRINGWOOD DR MERIDIAN, ID 83642-0000 Property Address: ahlquis GRIFFITHS GLENN L GRIFFITHS TRESHA 3295 N MONTVUE DR MERIDIAN, ID 83642-6314 Property Address: ahlquis GRIFFITHS GLENN L GRIFFITHS TRESHA 3295 N MONTVUE DR MERIDIAN, ID 83642-6314 Property Address: ahlquis GRIFFITHS GLENN L GRIFFITHS TRESHA 3295 N MONTVUE DR MERIDIAN, ID 83642-6314 Property Address: ahlquis 2 -- Owners - - - - Owner Address HOFFBAUER ARLES TRUST HOFFBAUER ARLES F TRUSTEE »3 S SILVER BOW AVE EAGLE. ID 83616-6205 Property Address: IDAHO UNITED CREDIT UNION Property Address: LINDLEY DALE B LINDLEY JANE Property Address: LINDLEY DALE B LINDLEY JANE Property Address: MED PROP LLC P"OPerty Address: MEDLAND LLP Property Address: MERIDIAN MEDICAL PLAZA LLC Property Address: MERIDIAN MEDICAL PLAZA LLC Property Address: OWNBEY JAMES L Property Address: OWNBEY JIM L Property Address: ahlquis PO BOX 2268 BOISE. ID 83701-0000 ahlquis 2746 S KINGSBURY WAY EAGLE, ID 83616-6008 ahlquis 2746 S KINGSBURY WAY EAGLE, ID 83616-6008 ahlquis 360 E MONTVUE DR STE 100 MERIDIAN, ID 83642-0000 ahlquis 3520 E LOUISE DR MERIDIAN, ID 83642-0000 ahlquis 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 ahlquis ahlquis PO BOX 42 MERIDIAN, ID 83680-0000 ahlquis 3359 N MONTVUE DR MERIDIAN, ID 83642-6315 ahlquis 3 011 nerc - - ONi ner Address PITCHER DANTEL T _-- PITCHER JENNIFER L 3157 E AUTUMN WAY MERIDIAN. ID 83642-0000 Property Address: ahlquis R C WILLEY HOME FURNISHINGS 230] S 300 SALT LAKE CITY, UT 84115-2516 Property Address: ahlquis R C WILLEY HOME FURNISHINGS 230] S 300 SALT LAKE CITY, UT 84115-2516 Property Address: ahlquis ROHR ERIC P 3460 N MONTVUE DR MERIDIAN, ID 83642-6316 Property Address: ahlquis SCOTT TAMARA L 2168 N VIEWHILL AVE MERIDIAN, ID 83646-3793 Property Address: ahlquis ST LUKES REGIONAL MEDICAL, CENTER LT 190 E BANNOCK ST BOISE, ID 83712-6241 Property Address: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: ahlquis TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: ahlquis 4 Owners 011 ner Address TBID MONTVUE LLC Property Address: TBID MONTVUE LLC Property Address: TBID MONTVUE LLC Property Address: TBID MONTVUE LLC Property Address: TBID-MOB 1-SL LLC Property Address: TOUCHMARK OF THE TREASURE VALLEY L Property Address: VERSKA JOSEPH M JORGENSON SAMUEL S Property Address: VERSKA JOSEPH M JORGENSON SAMUEL S Property Address: WIGOD PROPERTIES LLC Property Address: WILLI AMSON LANA J Property Address: 5150 SW GRIFFITH DR BEAVERTON. OR 97005-0000 ahlquis 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 ahlquis 5150 SW GRIFFITH DR BEAVERTON. OR 97005-0000 ahlquis 5150 SW GRIFFITH DR BEAVERTON. OR 97005-0000 ahlquis PO BOX 4067 BOISE, ID 83711-0000 ahlquis PO BOX 1355 MERIDIAN. ID 83680-1355 ahlquis 360 E MONTVUE DR STE 100 MERIDIAN, ID 83642-0000 ahlquis 360 E MONTVUE DR STE 100 MERIDIAN, ID 83642-0000 ahlquis 14559 W KENSINGTON CT BOISE, ID 83713-0000 ahlquis 3182 E AUTUMN WAY MERIDIAN. ID 83642-6239 ahlquis 5 R� o .c... r r q. S,:Ur- r .. y H N r-n