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Project Name: CITY CLERK FILE CHECKLIST Gard ner-Ahlquist Gateway South File No. Contact Name: Penelope Riley Phone: Date Received from Planning and Zoning Department: PP 07-012 463-0305 May 22, 2007 Planning and Zoning Level: Hearing Date: June 21, 2007 ❑X Transmittals to agencies and others: May 22, 2007 ❑X Notice to newspaper with publish dates: 4-Jun-07 and 18-Jun-07 ❑ Certifieds to property owners: 11 UQ ❑ Planning and Zoning Commission Recommendation: E� Approve ❑ Deny City Council Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: Hearing Date: - f L ❑ City Council Action: ❑ Approve ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: Approved by Council: Copies Disbursed: F2 Findings Recorded Development Agreement: ❑ Sent for signatures: ❑ Signed by all i ElApproved Coune Recorded: 1-1 _ ❑ Copies Disbursed: _ Ordinance No. ❑ Approved by Council: S-Zz-O'1 ❑ Recorded: Deadline: 10 days ❑ Published in newspaper: ❑ Copies Disbursed: Notes: 8-&C.01 on No. and ❑ Deny Reaelutlens: Ciginal Pee/Copy Cent Wnutebook Copy Res/Copy Cart Cly Clerk City Engineer Ciy Planner City Allomey Sterling Codfi.. Prq.tFite Deputy Clerk Copy Rn/ Original Cent Ade County (CPAs) Appfcant(non-CPAs) Regarded Ordner o.: anginal'. Mnulebook Copies to city Clerk Slate Tar, Comm. Slate ,—er./Wdmr, A —or Sterling Cod""' CiyAtto,ney city Engineer C'Ity Plena Project file Deputy clerk Flndnpe / Orders: Cginal: kknutebook Copesto AppYcent Project file Ciy Engine - City Planner CiyArto—y Deputy Clerk Record Vecedon Plndnga " R.erd.d Development Agreement: Cnginal'. Fireproof File Copies to:Applicent Ro)ecl Mle Ciy Engineer Ciy Banner Ciy Altemey Deputy Clerk x CITY OF \ TRANSMITTALS TO AGENCIES FOR COMMENTS ON �Y1G�1�Y1 w DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN IDAHO To insure that your comments and recommendations will be considered by 1903 the Meridian Planning and Zoning Commission please submit your 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 Attn: comments and recommendations to Meridian City Hall Will Berg. Citv Clerk, bv: June 14, 2007 Transmittal Date: May 11, zuu t Hearing Date: June 21, 2007 File No.: AZ 07-010 / PP 07.012 Request: Public Hearing - Annexation & Zoning of 6.67 acres from an R1 zone to a C-G zone and Preliminary Plat approval of 6 lots on 6.67 acres in the proposed C-G zone for Gardner-Ahlquist Gateway South By: Ahlquist Development, LLC Location of Property or Project: SEC of Franklin and Eagle Roads Steve Siddoway (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department Sewer Department Sanitary Services(No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office(FP/PP 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, IDAH0 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: June 21, 2006 File No: AZ-07-010 Project Name: Gardner-Ahlquist Gateway South Request: Annexation and Zoning of 6.67 acres from R1 (Ada County) to C-G (Medium General Retail and Service Commercial), by Ahlquist Development, LLC Location: SEC of Franklin and Eagle Roads in Section 16, Township 3 North, Range 1 East File No: PP-07-012 Project Name: Gardner-Ahlquist Gateway South Request: Preliminary Plat approval of 6 lots on 6.67 acres in the proposed C-G zone, by Ahlquist Development, LLC fft- W-1-411111A MAY 2 2 `uk l 'City Of Meridian CiAr Clerk Ofl ice ("11rVOF y}# T (:> G'l'If 1G1'i? a 4d, ` tr3Atif? �t� Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ,Annexation and Zoning STAFF USE ONLY: ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment File number(s): -A 6 ❑ Conditional Use Permit — C,' p, ❑ Conditional Use Permit Modification l� k ❑ Final Plat Project name: G��L�Y►T —� ❑ Final Plat Modification Date filed: l-S ate complete: Jr a ❑ Planned Unit Development �T ,Preliminary Plat Assigned Planner: 1 Yl an ❑ Rezone Related files: ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) Hearing date: U ? t 34Commission ❑ Council ❑ Variance ❑ Other Applicant Information Applicant name: Applicant address: A Phone: 6#4 zt�� Zip: Q`3-11713 Applicant's interest in property: ,P,6wn ❑ Rent Optioned ❑ Other Owner name: C��� Phone: Owner address: Agent name (e.g., architect, engineer, developer, representative): Firm nam Address: Primary contact is: OApplicanl Contact name: E-mail:c0(��'�t// Subject Property Information Location/street address: Sh� Assessor's parcel number(s): Township, range, section: Current land use: ,0 Owner ❑ Agent ❑ Other _ Total acreage: - Current zoning district: Zip: Phone: � ' 00 os� Zip: 83(j Phone: ,e&? • D 30.5' - C51H -? 3 Fax: 4(,-s o r C179le 4 kAo ►AJ Z/V : 002k AtsroT 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridianci .org I Project/subdivision name: if ✓I 2— General description of proposed project/request: I(�Y`1 `Gt, Proposed zoning district(s): _ Acres of each zone proposed: Type of use proposed (check all that apply): ❑ Residential 'Commercial Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Who will own & maintain the pressurized irrigation system in this ��development? Edo [%SE-✓� Which irrigation district does this property lie within? An�oij /-lE�i©�` Iaff /i6S'rf�1C�T Primary irrigation source: it ✓21 ',p I LR-ta4-7►V-J Secondary: jn�(A Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if annlicable) At 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: Other lots: ` Gross floor area proposed: �7 Existing (if applicable): "I /a - Hours of operation (days and hours): % 43D Building height: M31 Percentage of site/project devoted to the following: Landscaping: f Building: �%3� Paving: '13> Total number of employees: 7Z317 Maximum number of employees at any one time: .VIA Number and ages of students/children (if applicable): N L Seating capacity: Xt T Total number of parking spaces provided: Number of compact spaces provided: �� Authorization Print applicant name: Applicant signature: Date: Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 , �[JMLEY%k NARRATIVE ANNEXATION AND ZONINING FOR�I-f� GARDNER AHLQUIST GATEWAY 1 This application is for annexation and zoning of a 6.67 acre parcel that is to be GARDNER AHLQUIST GATEWAY4SUBDIVISION 9 The subject site is the southern one — third of the existing Montvue Park Subdivision. The northern two-thirds is the currently under review "Gardner Ahlquist Gateway Subdivision". A Preliminary Plat Application is being submitted in conjunction with this application. The subject site is currently in Ada County and is zone R-1. The applicant is requesting a CG Zone — General Retail and Service Commercial District. The subject site will derive public access though the companion subdivision, Gardner Ahlquist Gateway Subdivision, to Franklin Road, Eagle Road and Touchmark Way via East Louise Drive, The applicant is proposing a mixed use development targeting high end users including shopping, medical office and general office to match the associated phase to the north of this site. , �XVIEY%q NARRATIVE PRELIMINARY PLAT FOR GARDNER AHLQUIST GATEWAY SUBDIVISION NO. 2 This application is for Preliminary Plat approval for Gardner Ahlquist Gateway Subdivision No. 2. A request for reservation of this name has been submitted to the Ada County Surveyor. An application for Annexation and Zoning has been submitted in conjunction with this application. This site is intended to be in conjunction with the Gardner Ahlquist Gateway Subdivision previously submitted to the City of Meridian. A Variance Application to allow the access point to Eagle Road and a Vacation Application to vacate the existing Montvue Drive has been submitted in association with the Gardner Ahlquist Gateway Subdivision Annexation and Zoning and Preliminary Plat applications. The proposed plat is for 5 building lots and one non -building lot on 6.67 acres. A conceptual landscape plan is attached to this application and shows treatment for exterior boundary and street landscaping and buffering. Individual landscape plane will be submitted with each individual building application. Public street access for this application will be provided by the public streets proposed in Gardner Ahlquist Gateway Subdivision with connectivity to Eagle Road (subject to approval of a pending Variance Application), Franklin Road and Touchmark Way via East Louise Drive. 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L----------------- _—_------ -}i'i �+�`=iP• Q}iyn w• r v NOIZdIaDsaa LBBZ-IIB-BOL 3rvOw -V•V Al51tlM� rvyyL' a •� ry• B IBiv OMOI 319L'191NOD JJBZONd 'W 3tlIN5NJIM I� /e BCD-d'Bl fin IN3WdO73h3O L&, /v —W n— am ev Harm vmmv p,,,_��ry� \I �a o vi ... ss3.—os acvoN'.varcr au rae� VQMWNINUpNY417J/�711Y�� :NZd01aaa/Hs"O :M.,...I. Hr0ad JA°'`"g"P'''mdPT1d— Z 90 Z MONd/NYId HUSS 1Y11WaON00 Z'ON NOISWOHf)S )LYAZLY9 I ON ray F- I-A 3 e 1 1 A A 1 1 C: 1 S 9 i 11 t 'lilt t o ki 91 VRETMI _ CIVIL AND STRUCTURAL ENGINEERING EXHIBIT A Annexation Description Rev. D For Gardner-Ahlquist Gateway Development Job No. 06320 April 13, 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 00°11'43" East, 1111.19 feet, to the southeast corner of Lot 1, Block 5, of said Montvue Park Subdivision, which is the POINT OF THE BEGINNING; thence along said common boundary, South 00°11'43" East, 217.94 feet, to the southeast corner of Lot 2, Block 5, of said Montvue Park Subdivision; thence along the South Line of said Montvue Park Subdivision, North 89°28'41" West, 1011.72 feet to a point on the Centerline of S. Eagle Road, at P.O.C. station 49+76.37, as shown on the plans of Eagle Road, F.A.P. Project No. F-3271 (44) and a 5729.58 foot radius curve to the left; thence, along said curve and Centerline, an arc length of 66.66 feet, through a central angle of 0°40'00", and having a chord which bears North 00002'14"West, 66.66 feet to P.T. station 50+43.03; thence continuing along said Centerline, now coincident with the West Line of said Section 16, North 00022'14" West, 409.55 feet, to station 54+52.99; thence leaving said Centerline of S. Eagle Road along the Line common to said Lots 6 and 7, feet, to a found 1/2 inch rebar marking the corner common to Lots 6, 7, Block 5 of Montvue Park Subdivision, and extending westerly, South 89030'07" East, 226.03 said Montvue Park Subdivision 9 and 10 of Block 5 in thence along the Line common to Lots 9 and 10, Block 5, South 89-30-24" East, 179.37 feet, to a point on the Line common to Lots 9 and 10, in Block 5 of said Montvue Park Subdivision, extended east to the Centerline of W. Montvue Drive; P:\AHLQUIST DEVELOP\MERIDIAN REGIONAL MEDICAL\Ahlquist Development Meridian\Drawings\Survey0escriptions\06320 ANNEX rev D desc RGH.doc sheet 1 of 2 Treasure Valley Engineers, Inc. 1204 6M. Street North Office: (208) 463-0305 Nampa, Idaho 83687 Fax: (208) 463-4391 �V�itib'.Tl'eaSl]reV�IlevFnoi,oA,-� �,..,, NRVALLEYMN CIVIL AND STRUCTURAL ENGINEERING thence along said Centerline, South 00'12'19" East, 122.02 feet; thence leaving said Centerline, South 89°30'09" East, 200.23 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, South 00°12'19" East,. 16.12 feet; thence leaving said common Line, South 89030'09" East, 199.73 feet, to a point on the Centerline of E. Montvue Drive, as shown on said plat of Montvue Park Subdivision; thence along said Centerline, South 00*12'19" East, 119.58 feet; thence leaving said Centerline, along a line extended from the South Line of said Lot 1, Block 5, South 89°14'00" East, 207.40 feet, to the POINT OF BEGINNING. EXCEPTING Lot 2, Block 5, and the East 40 feet of Lot 3, Block 5. Containing 316,652 square feet, or 7.27 acres, more or less, and subject to any easements or rights of way of record or otherwise existing. LA VkS r I- AJ0782 13Y M WORKS pEP'T' P:\AHLQUIST DEVELOP\MERIDIAN REGIONAL MEDICAL\Ahlquist Development Meridian\Drawings\Survey\Descriptions\06320 ANNEX rev D desc RGH.doc sheet 2 of 2 Treasure Valley Engineers, Inc. Office: (208) 463-0305 1.204 6T1''. Street Noah Fax: (208) 463-4391 Nampa, Idaho 83687 www.TreasureValleyEngineers.corn. EXHIBIT B SECTION CORNER FND. BRASS CAP CP&F INST. No.99007475 8 �99 STA. 63+08.07 - E. FRANKLIN ROAD S89.20-11 "E 2706.25' 17 116 1015.45' - - - ' I i i I 1/4 CORNER FIND. BRASS CAP CP&F INST. 6 No.8309298 B`oCK P PRK j _ _ I 0 0 tY1��, E SOON r )� 17 . 2�•�. 500y/ U'i I I �• I T�. '� / 11 I 00 : I I 1. 5-CCK I I •'� I I N W Z Q7 I I I 03 I I I I ICI BLACK 4 I S 189'30'07' E S89'30'24"E I I Z. \ PT STA. 54+52.59 0• \ 'd' __—L.—__ I 226.03 179.37' - - - j---._.._..J 1N in I I© S89'30'09"E I I Q1 I to 1 1 I I 200.23' S89'30'09"E i Li0 j I I i l S00'12'19"E199.73 M _z O > 6— zr- J W oQ QZNm =U>0; U O 00 -D m Y O O ~ U) OO m v) 3I i i i I I 16.12 j I POINT OF BEGINNING 207.40' O_ N Ie40jN 01od- PT STA.58+43.03 B`OCK 15 59 T A Q.PA FT.t NIp POC STA. 9+76.37 N89'28'41 "W 1011.72' FtEVtE F FtG eti. I BY CURVE RAID ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE ' Cl 1 5729.58 66.66 66.66-1 NOOM214 W 1 00'40 OO I i I ANNEXATION AREA I 7.27 ACRES± 'aEzRiDIAN PU_�LIC; 316,652 SQ. FT.± 1 "=200' PROJECT::"''`' --' .. OWNER/DEVELOPER: I DWG # TREASURE VALLEY ENGINEERS, INC. ANNEXATION MAP GARDNER—AHLQUIST 12046thSTREETNORTH 2O57-06 NW1 /4, SEC. 16, GATEWAY DEVELOPMENT V"'"VCRIN NAMPA, IDAHO83687 PROJECT# REV D (208) 463-0305 T3N, R1E, B.M. CITY OF FAX (208) 463-4391 06320 ENG/NEERS•PLANNERS•SURVEYORS mail@TVEinc.com SHEET MERIDIAN, ADA CO., IDAHO DATE: VISIT OUR WEB SITE www.TVEinccom 04/14/07 1 OF 1 Map Check 4/13/2007 14:04 _COURSE BEARING DISTANCE PT# NORTHING EASTING DESCRIPTION 51 705829.94 2465490.14 ANNEX 51-23 S 00011'43" E 217.94 23 705612.00 2465490.88 FD5/8 23-214 N 89028'41" W 1011.72 214 705621.22 2464479.20 ANNEX CURVE A=66.66 DELTA=00040'00" T=33.33 EXT=0.10 214-216 N 00002'14" W 66.66 216 705687.87 2464479.16 PT ANNEX RADIUS POINT 5729.58 215 705650.81 2458749.70 RP 216-58 N 00022'14" W 409.55 58 706097.41 2464476.51 ANNEX 58-28 S 89030'07" E 226.03 28 706095.44 2464702.54 FD1/2 28-57 S 89030'24" E 179.37 57 706093.90 2464881.90 ANNEX 57-56 S 00012'19" E 122.02 56 705971.88 2464882.33 ANNEX 56-55 S 89030'09" E 200.23 55 705970.15 2465082.56 ANNEX 55-54 S 00012'19" E 16.12 54 705954.03 2465082.61 ANNEX 54-53 S 89030'09" E 199.73 53 705952.29 2465282.33 ANNEX 53-52 S 00012'19" E 11.9.58 52 :705832.72 2465282.76 ANNEX 52-51 S 89014'00" E 207.40 51 705829.94 2465490.14 ANNEX Closure error distance> 0.00000000 Error Bearing> N 90000100" E Closure Precision> 1 in 2976342469777.34 Total Distance Traversed> 2976.34 376563.5 SQ. FT. 8.64 ACRES Page 1 of 1 Page 1 of 1 penelope riley From: penelope riley [priley@tveinc.com] Sent: Friday, April 13, 2007 1:20 PM To: 'David Couch' Subject: SUBDIVISION NAME RESERVATION David: On behalf of our client, Ahlquist Development, we would like to reserve the name Gardner Ahlquist Gateway Subdivision No. 2. This subdivision will be located directly south of Gardner Ahlquist Gateway Subdivision and is a part of the same development. The site is located at the southwest corner of Franklin Road and Eagle Road, in Meridian, ID. Please contact me if you have any questions or comments. Thankyou Penelope Riley Senior Planner Treasure Valley Engineers, Inc. Off: 463-0305 Cell: 989-3392 4/13/2007 M A Pioneer Company PIONEER WILE COMPANY OF ADA COUNTY 8151 W. Rifleman Ave. / Boise, Idaho 83704 (208)377-2700 ADA COUNTY RECORDER J, DAVID NAVARRO t BOISE IDAHO 06123104 04:36 PM DEPUTY Joanne Hooper RECORDED -REQUEST OF Pioneer 104079223 AMOUNT 3.00 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 `_�--vr f! �a� A ��=iLG J !'V l ►eL'�CJ� Dennis L. Drake KathryM. Drake STATE OF IDAHO. County of ADA. ss. On this 22nd day of June, in the year of 20D4, 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. t"�' -` •• '•-[3es;ree�C-gusqutza- T»o......L. N+,3)e.re�ef� Notary Public ofld o d; � •. :t Q� Residing at �a rb 'p7�ti+,,��,.•" S Q oCommission expires: A4mch� 3A06 �-- * 11111111 Pb U-1 A Planer Company PIONEER TfME COMPANY OF ADA COUNTY 8151 W. Rifleman Ave. / Boise, Idaho 83704 (208) 377-2700 ADA COUNTY RECORDER J. DAVID NAVARRO BOISE IDAHO 06123104 04.39 PM DEPUTY Joanne Hooper �II III'�II�I�IIII�III'II�III�'lll'I) RECORDED -REQUEST OF li l Pioneer 104079263 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 marred 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 froth 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 �--� Scott W. Rudder Madonna L. Rudder STATE OF IDAHO. County of ADA, ss. On this 22od 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. �v 4� .•fib y '� �_" �� csinro-fc-Egm�via— Dio+�o.l.. kip rY go .4 1 o Notary Public of Idaho •e 1. ( > : -t Residing at++=npa, ldaI1a/►d1an, T(� ay 'e 4. Commission expires: kfmctr9�696 -Oti`0 Jam' f DIANA L. HOTTENDORF COMMIgSInv'VPIRES 04-05.07 RESIDIAI "- IDAHO STATE OF IDAHO ) COUNTY OF ADA ) AFFIDAVIT OF LEGAL INTEREST (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: C-1( r��vleyr - %�h(gUl►SEy 1cPu , t Zcb � w • vw i sk j�V t- . (name) (address) '-57iz -t:0 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 ownershipof 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 20O(Z2 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. tary blic( daho) Residing at: Ada qboM My Commission Expires: AFFIDAVIT OF LEGAL INTEREST STATE. OF OREGON ) COUNTY OF WASHINGTON ) 1, Werner G. Nistler, CEO ofTouchmark Lavine Centers and Touchmark. LLC . 285 W. Montvue ijr.. Meridian Idaho 83642 Being first duly sworn upon, oath, depose and say: 1. That I atn the record owner of tile property described on the attached, and I grant my permission to: Ahiguist Deyeiobtitent..LLC, 1263 W. Wickshire Court, Eagle, Idaho 83616. To submit thei 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. 1 I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site tnspectiotis related to processing said application(s). 4. 1 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. (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. (Notary Public for 0 gon) Residing at: �f •�a� F Z'+D- i ��' Fd �O. 'qW My Commission Expires`. i ! f 7-._--- ADA COUNTY RECORDER J. DAVID NAVARRO AFTER RECORDING MAIL TO: BOISE IDAHO 0311,104 04:24 PM DEPUTY Kathy Ingraham RECORDED -REQUEST OF Touchmark Living Centers, Inc. Firm American 1Q4027537 00 AMOUNT WARRANTY DEED File No.: 4102-317681L(PC) Date: March 10, 2004 For Value Received, Theresa Reiswig and Justin 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 MON'iVLIE 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. eresa Reis i /stiin2 Reiswig Page 1 of 2 APN:8t5791500270 STATE OF Idaho ) SS. COUNTY OF Ada ) Warranty Deed -continued File No.: 4102-317681(PC) Date: 03/10/2004 On this 4 day of March, 2004, before me, a Notary Public In and for said State, personally appeared eresa Reiswig and 3ustin 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. %%��r�g�!N� tary Public f the State of Idaho esiding at: Boise, ID r �f S�OT`��'� My Commission Expires: Page 2 of 2 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) fA01 L!FsI (name) (address) L�iSG— 11>�to (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: 4e-gee i av� 6-a F7-. o4op-q a�, (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. 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 h SA , 20 CR" (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. �// lrlxQ, Z:�4' 3' �pTARP' of Public for Idaho) Residing at:dez L"t- i •�'•"4� PQ+� My Commission Expires: t� /�12 nr� '• TF OF 1.0 a §yzz „�a�o nEn m m o j f_���' m - •O1~• .. � •Poi o ?: a � m y o, �' � y N '�z m O �mjr D• ° ^ J fS9 � ° Q ��, » m m fm� ►1 !zMy to �ii P•,c y � s �o � 3' n a: o• �t Y � t" a Fd t' m m m •° � v m Q, < o D 6 �+• a m � O. G _ 6 m O � 5 R �' Y' �• _. A S 1 Z� A p Al O my> o�incro Ooz mME n 5 n m 3 E° ' •O C y7ooma mmrno0 �"cyDmq G K O C you= �9o�i a7o o a� T W • T a 3 C ,a O u = � m—_ 00. c �M N Fsg-a UW5a 3 m m 0 G w3N o � •'i K St'1. t_ C J S o S W I.T. d '?'I Y R A N .d �, R ° �S' N •�.. Y o H � t'', � a O R O �p m O A - .O m•O b � O � O � = � m O U 'd o j' Q1 � .. � O � .d O .. z Q. �M � ppOSq 0aa 6oto RS ,.0�pn., ��: �Q1 �CG \ wO 0O 4�(• cO°.O. _JN o00 nE4 CA N -°MA� Nowm O 3 7 N? o rz " . rd�J � .�- x S o n° O b O p �o ❑ O ::G n '.d� v� °"° e-p l` `mG `G o (n', �o •d C .°. C O 0•,O fe n. Cj ° O \ !e O N ^ O O r' O1 0. a\� �° �. •o, o, o 5 w �� mac• o a pa . a 9 o 0 o f w �f o G1, G -m, ° 5'• rr op 0 To p° \ y �' t"o rn ^ t�• tw ten. o ' • \ '.� F'i 55" \ S RyS. -o" w• \ y 1°. �a �\ a a !a .0 For �' ��••� o. �` a P- o \ °yx°- °• O^ `G j ❑ o m O^ \ `�•�G O ro \bJ m Q ry O O 19, m ___�TA7EOFIDAHO.COUNIYOEADA��d: r, -�,,,., 1,1. Duid Navarro. Rcco 4 OouMYrda b ossify that theAraxsed.is a full, um and correct. copy of laJt. ` sV, as it appears on record iq. R.4 of Ad'a Coumy. Stare of Waho, IN WITNESS WHE$EOF, yhave se i )hand` a/nd'zffisei my official s_ ea= C/ �y NAV�r�� By o W o�o1by' �d rooted k •d roCD o v quo �d a N G. O p b G n 0- O '•! M '� . 01 ��. In " b A W C,ao Opp>''d i0-r 'T�� f°) (� mO f°'� �O MN O C°i vk w O� �• N �•�, W' � 0. '�'r7 P- �:..�//�' .JC- N � r-+ •� �-.., � � � 'L7 0 `�n �_ .�• (f'� OR a5'`C o a' °T in toCD . b 9 5. :C O ~ .j" � f, a '�n � n r1 "t � C'" � � �p � 0 r1 co o a` c�gA - o t7 00 o ho° na 91 x nn N �• �, OAS' t05 Q' � b `C aC 0 n O n J� �\ p �-h O 0 V N .n. V1 .N. f) ��• 0 .y ° p. O .� 0 Zoe `^ �b 0 a =`� ~n o �0-yp �. M 00 a' O CJ' 4i N p o p O �0.y N0. "Sj O ;v td a 'CD+ 0. ] tx1 .r yCD 0 CD p .n.. C> CI. . p n p p �a tcp�f' ' Opa ° too p op o C CA cl, ►� b o O n M •A rCD °y CD O bi _, G O N p 'd LA 7G' M O CD Co° O N N P• ry '� W .'7 M 0. G. �• G. 91 (D o "d i�° {phi O O O b �+, o COD 0 o CD LA 0. 99tr1 t� tri z O a A 7 c A R O\ O U 00 00 00 00 w Nr -�c� CD rT J 00 00 O +00 `C `G N �7p"O Vi N .No• w `C W W C"D . E. K x z ti CD CD cC� M n �. Or o U � tA ti p:' U, O~ 00 + CD n'd CD O P �] »' CD 0 A o o• 0 CD o ❑. CD 0 V. p O D7 M CD ~ a. 00 aCnCDQ N O ' 2- O O `OJ ° `G w to Q Dn O Eno w a + z5 o (DD D (D p bC O 0 o CD O G W P R �' y x� U CD o. a o p + K 00 0. Oo M COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11-5A-5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. INN Applicant/agent signature Date March 5, 2007 To: PROPERTY OWNERS From: PENELOPE RILEY, TREASURE VALLEY ENGINEERS Re: NEIGHBORHOOD MEETING PROPOSED ANNEXATION AND PRELIMINARY PLAT PHASE II — Meridian Medical Plaza You are invited to attend a Neighborhood Meeting on Saturday, March 10, 2007 from 11:00 —11:30 AM to discuss a proposed annexation and preliminary plat. The meeting will be held on -site at the property which is located on the southwest corner of Franklin Road and Eagle Road. The meeting will take place along North Montvue Drive close to the intersection of Eagle Road and Montvue Drive. SCALE ,Oo 0 50 100 200 cFEET > , INCH -100 ff The purpose of this meeting is to discuss the proposed annexation and preliminary plat. Your comments, input and discussion are appreciated in anticipation of a public meeting regarding the annexation which will be held by the City of Meridian. Please feel free to call me at (208) 463-0305 if you have any questions or need additional information. Sinc ely, I �_' — — Penelope Riley Senior Planner Treasure Valley Engineers, Inc. Neighborhood Meeting Sign Up Sheet Start Time of Neighborhood Meeting: /I:00 End Time of the Neighborhood Meeting: I 5cl �I'n Attendees: Name Address 1._ILA19C �4y 171� 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. `W S�- /kI d� 17 18 19 20 21 22 23 24 25 Neighborhood Meeting Certification: Description of the proposed project: gM MCIt OW4 a,4t�J�o ✓V�, —A41s -.U-- Notice sent to neighbors on : 3 Date & time of the neighborhood meeting: 3 Iv )o Ci 1 Pac Location of the neighborhood meeting: aAl 517-G Applicant Name:xu�i�4�1%/57'� l'1� Address: 13 (j City:. ;'SE State: Zip:/ �J Teleph 7 e: Fax: Signature: (Applicant) Date -r6 r 3 u -SAk n L, t- 2 ' o9 , City of Meridian Pre -a r� Project/Subdivision N Applicant/Contact: _ City Staff , A -A, - Aication Meeting Notes Date- (_c�e�►u� err€F 4 /-6 Location: RE'l Existing Zoning. [J Contiguous and Within AOI (AZ only): ` Proposed Zoning: C Number of Units and/or Lots: p Property Size: r _ Dwelling Type (if residential): Surrounding Uses: 4 h - _ .,� t" r S + — - 0 Comprehensive Plan Designation(s): Street Buffers and/or Land Use Buffers: I a Open Space/Amenities/Pathways: Street System/Stub Streets/Access: I,c) 9 4&) r c c• H L . [- t,,. i 1 I L Sewer and Water Service: w:t r 15,-.t Yk ram, Topography/Hydrology/Floodplain. Issues: Canals/Ditches/Irrigation and/or Hazards: Lt �4 1 D a n History: Additional Meeting Notes: Fr9 0 o" C a r r as `f� -T� 9 fit_ �o I�r. rn x �� P nru i t_ i,, C.� e t t . (an Sig .�.a�+ Other Agencies/Departmeits 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 Design Review Alternative Compliance Final Plat Modification Annexation Misc. (DA Modification) Certificate of Zoning Compliance Planned Unit Development Comp Plan Map Amendment Preliminary Plat Comp Plan Text Amendment Private Street Conditional Use Permit Rezone L- a LtrC— f PYo c , A_ Parks Department �,< k 1 614 Public Works Department, s� Building Department S lr« Other: 5 � z ShortPlat Time Extension UDC Text Amendmen Vacation Variance Other: Additional Pre -Application Conference (circle one): Required Anticipated Submission Date: �� „ �.s" Anticipated Hearing Date: t P` r , , c. /CA W!II (f( 1 of Required G.r IN V I ,S: 1) Applicants are required to hold a neighborhood meeting, in accordance with UDC 11-SA-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. Uec.29. 2006 9:49AV T r P pure Valley Engineers, Inr No.1406 P. 2 CITY OF MERIDIAN _ JL P]anningDeparnt , 11 „P„ ' 1 �, 660 E. Watertower Ln., Suite, 202, Meridian, ID 83642 1 /0 C� (208)884-5533 Phone / (208)888-6854 Fax 1 / !r PRE -APPLICATION MEETING REQUEST FORM Tn ormari n Pr�appli�tion meetYnga ara regrcind prior 10 the ,rxbmitlal ofany applicatfon that nilmiirs a public hearing. This CID; Planner dfornr must be ubmitted to the Planning Department at leart48 hourr b�reyour requested meeting lime. AnA.uaaate City Planner will confirm the meeting by eitherphone or a-maiL Name: A h 14 u► s4 1 20y irk Phone Number —' 209— y6 — 030 5 Site Information: Loearian: `y A /W �` / � V1 /L! / Number of Lots: r, n b Tax Parcel Number(s): AbdyVe Aar1c, SuI d�u:, F-A -t i 7-YW Vet Fax Number. 2nq- U<'P- u?4i Se Type of Application(s): 1- Wrd minaty Plat (Submit an 8 '/ x 11 version) Amendment ? ❑ Conditional Use Permit 3. ❑ Annexation and/or Rezone 4. IJ Planned Unit Development list aljpersons,who grill attend &q»cICIS -- E-mail Addres xC1 /-i s-/ ?b-h; G r Ay, ,g Total Acres: �, (J�h C7 - ex . Ref'' ov Serv;ce 60W'KV<,04 5- ❑ Unified Development Code 6. ❑ Comprehensive Plan Amendment 7. ❑ Variance 8. 0 Other (e.g. City Council reviews) ce K' Specific Questions/Issues: ❑ Check here if your proposed development includes a potential public park, pathway, or school. Monday (except Holidays) Wednesday y 12:45 II'm 1:15 2.00 --X,,_ 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 lieation meetings. For Staff Uae Q@Jr Notify affected agency, if applicable _ n D (Sue SuMvan, 334-8955) MDC (Ch r Bowman, 484-4414) —NIM (Rich Green PQfL941)rn V,r & C Groundwater Investigation - Meridian Gateway Commercial Subd- s' ion Meridian, Idaho Project No. U Prepared for; Ahlquist Development, Inc. JaAuary: I , .3,2007 R I (A N Prepared for Ahlquist. Development, Inc. E49le, Idaho $3616 Attention: J. Thomas Ahlquist I m.p, A M E R I A N . Ce T E H N I C S Gr6undwAter Investigation Meridlon Gateway Commercial Subdivis , w.olercia ion PrepOed by American Geotechnics Adam layman-, E IT 7-- Geotechnical Enaineer Meridian .1,. Maho Americah Geot chnits v"M .9 lanuary 15,; 2007 Geotechnicat Engineer American Geotechnics 5260 Chinden Blvd. * Bowe, ID 837f4- ip (208) 658-8700.. 2300 N Yellows&ne: Hvvy x.Suife- 103 i Idabo Fills,11) 83461 0 (20$) 523-87 Meridian 0@teway Cominercial Subdivision A M E R I ( A N Meridian; Who PtojectNoi. 07B-01469 Januar15,2-007 �e, y. P4 ' T E ( H N I ( S . .9e I TABLE OF CONTENTS PAGE 1.0 1�jTRODVCTJON 1. 1 Pl..-..l-"..'.'.' ur and S f W- ik. ...pq�d. ....qqpeQ. .:o ....... Prof4t: I3- Referencp ......... ...... ...... 1.4 lmpo�tatit 10fvrmat a Reg�r 4g tW4:R 2 2-0 MET14ODS OF STUDIO 4 1' General Rkeoonnaissance ....... 22 Fjol 1�ojp .......... RETAITQN 3.1 Subsurface ...... ...... ........... 3.3, Gaou4 Ow . ..... ............. 4.0 CLOSURE 41. ...... 4.2. Reviewofplans and Specifications: .............. APPENDICES A Vicinity Map j3pring Lqqation Map Site: Pliotog B Log of txploration Important -InfOrmation. About Your Geotechnic"all Eh&eering Rep6rt Application :for Authorization to Use by Other Parties Geotechnl ical Engineering Environmeotal'Services Testing Services Licensing in Idaho, Oregon, Washington, Nevada Utah, Wyorhing, Montana A-mericanGobtechnks.corn Keridian Gateway Commercial Subdivision Me-ridian� Idaho A M E R I C A N Project -N'(>. O!B-G 1469 Janvary- 04 20.07 T E C H N I S Page- I ( 100 INTRODUCTION, 1A PuTpose and Scopeof Work I . Work : 'Mis. reporupresents-the results of our abbreviate 'd; :soil identificatiowand groundwater depth investigation -f perfornied, or the, proposed; MOddl4n Gateway Commercial Subdivisio n in proposed b0ildi :tY located southeast of the L- in tsect,100 of Eagle k6adand F ffi' Road in IVle idiansIdaho The, site: ig-located * the i4W:�,*,of'the. �,NW-.:'/, Section t6, T-4wnsMp 3*01 , Range. 18, Ooi§e Meridian, Ada County, Avicinity a Mp Aowing the site location is jnc`Ipded as. Figure I e - Appen dix � qdix A. In.general, the purposesof t *his investigation were to determitI6 the subsurface soils -:and to provide estimate spkksong groundwater high relating to the proposed building structures; pavements,and 9it on,6n&064-1.1q.ud.ed subsarf.ceexA 6 representative soilsarnpl and preparatfonofthis.t port This report was pepared gol ly for permitti4g:purposes,,and .,:does not address any gpotech4ical. soil strength, soil deformations or The work: performed for., this report:was authorized by 'Tian- AMqW$tof.AhlquistDc.,,,elopment, and was, conducted. iii-ac-pordance-with. our P0910.1. site :investigationprbl) .M osal d.4 ted. J 20 1.2 ProJect,D . e cifiDtion Based.on ffiformation-prcivided to -Atnetican. Oeotechnics by Alilquist Devel6pinent., Inc,; we understand before the design can begin, groundwater 'information is needed for the property, Currently, the proposed. construction is in the preliminary design stage, but is to include.. rddevelooipetit of an existing residential sub - gib into dbinin I divin. Otcial §ubdiA§idtL We understand :the site will be regraded and most of the, existing features 'will be eliminated. We also -understand the open ditch portion of*the -Snider..Lateral.traversing :the site. will bo replacedI by a buried pipe_: A plaii view of the- site .is sb: Pn Figure 2 i Appendix A. ONVII . American Gootochnics Meridian Gateway Cornm6rcial Subdivision M-Wer'an Idaho Project No. 07B-G1469 January.ls, i0o: POge 21' A M E R I ( A N T E C H N I C At the tinie'.of this investigations the proposed site consisted.ofresidentiO homes.and pa$tur ' e„ Thelopography-was generally- ft,�vithan. overall -4. pe to the northwest, The sutfne of the site. wascovoq. With vegetation: 1364, 1.3 kefertneeg The foflowing.inf X-M 64 h1ii "., � and *tiopw ptovid t -A Cj--- i -serves as; an eo c �. Cs and. the baxis of our ufidem-tanding- pif the pro' edt:.-AW our scopt- • -Site Plan -provided by AhjqW#Development -ma il ,,, Via e OR January 4, 2007. C.6110i- RusiWl A, Soil sUzyey of Ada County areaIdaho. National Co operative. Sol! .Survey. Washington. May 1,090. Wat to Idaho Department of' erResogVpps (IpWR) Ou,_Ljnc,� Groundwater v I - Leq Dr at 4 Base. V site 101...C4w.. httr� Wwww-idwrdIdaho hyologic/iifWobsvwll i Page. accessed on lamary 9� 2007. Idaho Department of Water.Resources#j)WR) Well Wotmation Sjp4fc-h $uffimary Report fdr,Township-3'NOtt4,..RAnke 1. WemSecti#an 11 W6b site located at http,� �/—Avww-idwr1dahox "/a 12swellikarchwe.asm Page accessed on January!, 20' .07. L4 Empoftant information. Rj.9ar#jng;;4j8 Report Apperift C Obt h rtarit inf6rination. amsunpo relating to the role of Amercan GOotechnic:s...on. .this projecrand the: :appropdate:use-.::of this report.,: This report is. iitended to. -prqV1d6.general: - soil typesamdgrDWdiw.atereleVa�oilinformatibnto . project desIgners..-Additfonal and more: accurate information maybe obtained. during 4 gootechnical -in-mstigation-Infomiation gathered du hdi6al ring a ge-()teQ .1 mvestigatibn "I compliment and. May supersede this report.. This report may be -provided to the contractor as reference information butiintended to be a substitute for properly ly prepared ecnc rad geothi .2 s not mten ppai investigation and report; ,-contract drawings and specifications. American Geotechniqs.reqi;ests American Geotechnics Meri&n GattwaY Commercial Subdivision A M E R I C A N Meridian, Idaho 7B-Gt4'69 our- Proj0' ectilo. A January. 15,10.07 Page-3 T F C H N 1 C S the: Opporturitty to rev ieW'final drawing and specifications for c6rnparison. with th our understand of the.site condit' and project,geotechnical 'reme ions requi nts, American Geotechnics XleridiAn Gatewky C6rnrnercjaj SubdiVisibli Meridian, Idaho Prqj'ect'No. 07B-G1469 janway 15 .,200* - 7 Page 2.0 METHODS OF grTUIDY 161 General Reconnaissance A M E R I C A N T E C H N I C S Deitki''cluffl "' Al"ph t- -1:s d gg aed. .,,.o o8rap ,,, and a:sits pop prq:.vitied by Nquist. Dev�ejqpinent was. A revtewed.6e&te starting the field prog,=The site was visited to mark the field txp!6x*6n IQ!Cifions coordinate a utilities clearance;. and assess site c:ac=s, Soil §UrVdy ot A& C 6brity Area, Idaho, (Collet 1980) te -'EWoh' Silt Lbam I s are and Tindahay Fine 9andytoam, Qt'hOt'inform Ati6h reviewe inc iides; Idho PoArtm0#fOf-Nmee Resqurce0 (IDWP) Well logs for wells near the site.aftd ffie-I'DWR- Gfouftd Water Level Database. Field.Expl r4tions Tlte.-subsurface S-0it conditions were explored b)..r drilling one, test bbrmg on January. 10 2007, NOihffi-the proposed .site to.. depth .of 20.5feet below, the exis 'o ap ding ado. site grade: 11 ximate, , pro local0nof-the ltA.bi ""A 2" A -ndl' A.A109.0th :subsurface qrjng;i�_. q.wn 9.n igu -M P ,.ry ..Pe X ..e:sqi.s ace eandiliom,as- encountered in the test bodM- was recorded at the time of"th& field work by .Amcd= Geoiecbnics, and is Presented on.th-eln.of expl oration contained,in.Appendix B.The soils WdTP " tlikssiftd Usi 9,!$TMD2.#$8-'—'C'Id�*ifiCat4oh-of$oilsfar E, gineerh7g:.Purposes ,as a guide. The, drilling was accomplished -with: American Geptec -cW I bnics'trailermounted --nvtsing: hollow stem auger equiprod4t. A 1,511 -PVC pjpe.' �* i W'jli did, boring WO I WWI Ing foie ftiite:verification ofthe: presence or absence -of groundwater, it desired. American Geotechnics Meridian Gateway. Cominercial Subdivision. u iviston. Meridian, Idaho Viqject.No, 07B-G.1469 January 15, 2007 1.0 INTERPRETATION 3-! peolo,gy A M E R I ( A N T E H N IC S Soil survey !.of AdaEounq area,. JdAha.:(Collet 'l980)j reportsthesite soils are lijAh Silt- Loam And. Tindahay Fine Sandy,LQatn. which can be found generally iA the upper 6 feret, o fibe subsurface loft. The* sails f.0#..n in orsilty Allg�uthat. Un-40" by mixed. alluvium In the:,.drW'nageWq of the alluvial terraces south of the Boise R!iet, -Collet reports these. soils are character im. as being -moderately'deep -to deep and somewhated poorly diam, i o. well drained and may include a .0ai. -8ased on the: UgM 7,S minute, quadrmgle map for the. site, the surface elevation .fair the site is oproximatqly between.,2650 and 2660 fee0:,ab remeansealevel. py 3.2 Subsurface Profile A,generalized subsurface ProAle.'YMOevelopedfi- 'thil r0j1eofto%PTQvi ,-a1b0iafQrdiscuss.i0n or thus d co o!jt-fair._.flf6p"'b0'- -:dfA tj��;,Thlspofild` - n the f pose is based 0 field teg data and exploration testing program conducted by, -AmoricanGeotechnic. s. Generalized Subsurface Profile* Stratum Generalized Description I I Silt and Silt with Sand-( Qeiiqoultered from the i ex isting,gr ppd. surfiace t m F_ ,�b6-ut3.5-fi�ttbelb.w,ground tut&hith Aft�ete, medium .. heountered strongly cemented hardpan from -about IS feet to about 3.5 .feet below ground surface. Il Poorly Graded -Sand with Gravel and Cobbles (sP) encountered from. about 3.5 feet below sufface': to bottom of jiQTe, dense to - very dense, Encountered cobbles to about 9 inches diameter in this layer. .*See the logs. of exploration (Appendix B.) for detailed subsurface: information. American Geotechnics Meridian GatewayCominercial'. Subdivision Meridian, Idaho A M E R I C A N ,Project Nv. 97j3701469: January. 15-i!2.007 Page 6 TEC H N I S 3.3 Groundwater ftun water ,vu opt -6 bserved within a depth of 20.5 feet below ground surface at the, time of our field investigation i The location of the, tes o, 0 rmvi,-as: selected because -itappeared tip be among ifto; lower elevations at The:.SOP, This .inve W" after -stigaTon *irrigation season which is - April 'j S -tO 0ee 151- ",,a, 4. -, " al". . -alm 1-*.. 10 U' which -thine th ;,d r &W IC0 grolin water .is ty pically ly. at its. seasonal hlgk. 11ist0-fiW:dat4 Pub-Iiihed, by -the, fdaho Department. of Water 'Resourqe s�.was reviewed io estimate groundwatert '1QA an e 0 ='t 4 s asonQ high, Well Drillei's, reportt WA gut Repott). were reviewed- POZ, avAilalAe, -Ae R ,11 logs within. 14 mile ofthe ,site, it appears that the groundwater_in thCM rthwe -,qua#qt of t nbrthy-s t quaqer of $ecfi6n'1,2- is typicallydeep 'der deeper OW 3Q -fOet. b surface -de ej..ow ground abo,e)e t iii aftas, near Snider Laterat.CArW,trans-vdisingth-r-uthe noddle of thesite. it also- appears that, seasonalli gh groundwater in the surrounding quarter sections, including areas surrounding sWO Lateral, Canal arC1YPicaUY'deCp;r flvw.,g feet below ground surfkteA 1,0g,for awe11 . the northeast in qVArter,10f the northeast quW_t -Of Seaka 17 indicates a static, c. water level of-17 feet below grPmd'suifftdBasedft observations made during our investigation;and from the.sloping. ground fsurface, the. groundwater is -most Ut ly. deeper than 17 *t beldW ftound §urfac Therefore These well:logs wcxenote considered to reflect:the seasonal high groundwater elevation discussed in this repcirt for the p Tile Groundwater Level Database (IDn,On-Line Database) v4s. reviewed for groundwater 16'Vel NO MJ , fibiiand peak groundwater highs fox wells O3N6l.F-l:5CBDIand OINOIE1.7ACA J which trethe.Ifiwells, nearest thesite-00a for these well's recorded Juae June 1006 indicate the ihd -g peak roundwatettl0vatim"iranged between 21.3 -feet--to 46.4.feet below grPuilds'4;*e..1tshould.be'nijtdd.,thzitthese measurements were taken at -wells a half mile or. more. distance -from. the site. Soil survey of A4,1 County area, Idaho (C. ollet. e not indicate 'he .1980), do ndkatO any water close to t ground surface for the Elijah Silt t Loam and Tindah4y Fine Sandy Loam soils at:the. Site: $oil properdes-associated with-1 lijah Silt Loam andTilidahay Fine Sandy Loani soils. : typically are farmed in -mixed drainage. nays - however, 7 . . the drainage way -appears to be Snider Lateral. American UeoteGhnics Meridian Gateway CommerciAl S bd'Nitioii Meridian, Idaho, Project No. 07B-G.1469 Janliar y 15; 2007 Page 7 A M E R I ( A, N T E C H N I ( S Thus, groUnduatit levels MaY- -fluctuate seasonal) -Yin responseto precipitation, land use.. irrigation:other n ,andothf& ' torsincluding phi geograc, location -Monitoring of groundlyater - % geographic, .1 1 ..i, fluctuation was beyond the scope pf this. inveWigationBased` onour ifiye§ti gatiP11- and the: available-datd. itis Our high gTouOdWtjW elevation may tie approximately feet below. - existing .ground. surface. Y. Withk the: site boundary,,the. §40ft t0*41,mutilm.- at IY- nidgtlike contributesutcontributesinfil.440d - Wafte into. the: subsurfacesoils and rjaycause sonePerched water table conditions near the canal, orintO the groundwater system Where the OPell ditch is repjacO vuith, a con0nu s ou pipe, Mitration of the sea$Pn9d*,' Ption ft*t will be ejfiiiinated.!-DUgi-t.FS Oig-Opini y on that -b con4fifing waters of the SifiI der Lateral in a pipe; the groundwater conditions at the site are suitable for constructing buildings having sigle.=storey bas ements.and elmlor shafts. We als:o believc the: construction Of spbsurface i'414ATiPil fAcilitie$*W' ift bofbasib4e American Geotechnics MeridUm Gate-way.c(5mmerdial S* * bd- - * - Meridian, Idaho Project No. 07B-G 1469 Amuary 1S, 20-07 Page 8 4*0 CLOSURE 41 L6jtations AM E R I ( A N -I T E C H N I C S R:e�Cftdation$ contained in ibis �rePorf. arc, based on our field explor4onsand revi readily availa Was P f ew:of hie literature. The study 4. 1.4.1 a er olm - - usin - e.. usi -a Ag 00 of work. it is o pon co - I .our.Pinion that. this study was a cost-effictive -method to ddcument. 9- 4 ffid site soils` and general roundwaterejeyqtj on�condiii e can be conoiact6& Furtherconditions. More'deta"ed, Focused, and/Or thorough investigations studies will tend to increase the I I ofas eve efforts -will result.1 44�N*VOTsuph In' lnr-Mucd costs, If the Client wishes to reduce the uncertainties beyond the WY01associated: with *s study; American. Geotechilics shouldbe: contacted for additional cobsuftatiori. The- soils data used: in the PreP=tiQn Of this report were obWncd*om:.fh, field,explorations made fbr this invegigati011. It ispersstbte tba3 rm . lh.�_Qijs 0?44 between the points explored:: The nature:andextent of soil variations may not be evident until conspU6ttoi ceurs. If any soil, conditions are encountered at this site, th'at-AMr fiom.those described Inthis report; our fi#0 should be immediately notified so that we may m4e any necessary revision s to our ItcommehdAtio nlsIftadditidk, if the sc f th� We 0 . the proposed proit.4 ..sed locations.` of strife drainage and im.gation conditions changelfrom t e description-.- iven in. -this report; should be notified. .91 Orti, our;fUum Theobservatidris xnadt' in this report:are based onthe. assumption that an adequatege6tethnical PrMgram including testing, observation, and engineering consultation Ml dufing,'constructio.0I be made: prior to.. and .3 toVedfy compliance -with tie report frioipp, -fielaexploration, laboratory testing, �engineering o prepare adequate. gotchnical analyses., recommefidation$j and reporting; and identify appropriate constructi on conditions. The observation and testi4 o6tibs4r&ce soils. specific to building a . i , critical. with regards to the cone-lusiOlIs aadrecommendations Provided in this report. Lf and adequate geotechnical.ihNestigationgrid report are not performed Prior to construction then the Client agrees to assume American Geotechnics" responsibility for any potential. claims.I.-hat may arise during or after. const ruction. American Geotechnics .......... V GateuvayCOM'nlekcial Subdivision Meridian, Idaho Project No. 07B-,G1469 January 15 i 2007. Page 9 A M E R ( A N TECHNICS The report has been. prepAted for sPecifk applicati'011 to this PrO'J60 in accordance with the genetallY accepted standardr, of practice at the time the report was %,ritt arr express. of jmpVtedjsmade.. This report; may i . * used only by the Client and f6k the PUi1*0 stated JiMi Wi .., h a reasonable from its ssuaztceland u on and off-site),:6t other factors4ndU di qg e!a science III appl'may change over , time eand could materi allyafftct our fndjhgs. Therefore, d0re,tbi!*Poit,�hDuldnotb'-Hi -V 04aft.'rNiMOTIths from its issue -American Geotechnics should bemotified it the Project is delayed by more than . months from the date ofthis report so, thatareview of site conditions can be made, and recommendations revised;. if aggioprfate. It - is the C VENT'S responsibility-to,see at all parties to the project including thede4her, W C aware of thia.reporti a entirety;jts Il The :use of` information contafitbd ih thfs reipdrt for bidden g--Pt"u'.'Po's'es:sboitl.d be - done and risk- Any party other than the Cl Oneal the Co At*(W.; ient who�:wisfies to use� this report shall: American -Gedtechnics .of intended, use by Wp iA a cation -for Authorization to. Use. which follows this' document as an appendix Based oiithe intended use -cif the report; AmericamGeotechnjcs=y require that additional work be PerfOrtned and: that an updated report *19$44N6n with of these -requirements by the Client Or anyone else will release American Geotechnics; ftrn any liability resulting.ftPIO. the use of this report by any unauthorized party, 4.2 Review of Plap$*-and S6ecifi6ktiOp$ American .0cotechnics requests 'the OPPortunitY-16teview the final -plans and spfti.6 cations for thi.s.projecttodetermi neifthefinaldeli gncomp lies with this. report Prior tosubmittal to review. agencies. - American Geotechnics Meridian Gateway COMmemial ..Subdivjsf an Mendign, Id4fio- PrOjePt NO. 0713-G 1, 4,6,9 APPEND IXA VTCINffYA4Ap RO .. RWG LO-CATION AMp $MP14OT08 - I --vixunnics A M E aw MV �j T H I c s Ti UIS-2100! W SITE WSW American CcutwMcs li-0a0061 w WGS84. LIO" 9")0" W 4 . . . . . . . . . . 7, iv N 1l6'zvCv w WC884 11 VlClNrff MAP Figure i. Eagle Road and Ffanklin Road Meridian Gateway QDnlm9TciAI. wision. Man, Idaho Subd',+' A 14 E 9 1 C A'N wr SCALEATS Project No. Jaddary,07 20 a6B-G1469 �e_j T E C H N I C S'. BORING LOCATION MAP Eagle Road and Franktin.Road Meridian Gateway Commercial ;Subdivision Meridian: Idaho SCALE:NTS Project No. FOOB-GI469 January, 2007 Figure 2 A M E R I C A H T E C H H i C S Nfitidlan GaveWy Commercial Sub-diVisi-on McridiamIdaho Projeet No: 07'B,>G;t 469 American Geotechnics A M f R I C A N TF(k Meridi4r!Gateway C "'IS mmrnercia - u ivislon Meridian, Idaho Project No, 07B-G1469 APPENDIX 13 LOG OF 9"LORATION American Geotechnics A A E 9 1 r LCFJ I E C 0 v I C s Mer"Idi Oaft*AY Comftiercial �ubdi ' � la� G IvIslon Wridiap, Who Project No.. 07B-GI 469 A -M C A H 3`EfiiNlfS SYMBOL DES vRIPTION BG Small -volume bag sample BK Large=velum bulk sample' Ss Standard split -spoon sample. (reference .p MT.M. D Oss Oversi,*--d-SPlit SPOon-sample with-aii outside diamclor'.of 3 inches. Blow W are notwrrected to N-ValuesTunless noted SeParatelyon the jogs ST TVn-walled-(Shelby) tube sample with AA inside diameter of unless otherwise notedon.th-e 2.88 ijiche§ Jog�s (reference AS TMD 1.597) PT Pls:toh tube sample e.vith An ingidb tube diameter. of 2.,88 inches unless otherwise noted,on.the ,logs (refere ' nee , STM D.158-7) RS et�; R'ng-SkM 146 an inside 4iAmetet of 2 42, W4 . inches ..,othetwjsLi-nqjzd on the, logs (reference ASTM D'.-.3** 550) CR Coro barrel sample. (reference ASTM D2113) Water content LL Lij-did Limit PL Plastic Limit PI Plasticia y Index SZ Indicates the:;measured-gr.oundWgter lev el Mote. - Sb" samples recbverdd were identified described, Ond.cl.,,Ls, iged ASTM Ij 248g (Unified :Soil esc S. in the field usingC Classification. System) as 6, gWde*l American Geotechnics (208) 850-4926 FAX (208) 939-8602 Page 2 of 2 1/16/2007 ASTrM D2487Soils Classification Chart GR(T.LIp SY_ �i_ BOL OPNAME '.I04ypG:6 \ia, 2QQ <13X Ios�a e03. P Pr�7eitslpiotsttit--r: orakni<e'r�:. linzi . 15'=4 tT3va.�'n.3(t3 Y.sxnd.25"o r C�•. 7 si snnd'c iggttsxl Cx7ntlsv E*-And, Said --a.�. ' ati vd_d'z'J� "-`'.2 �� y" .. do �+?ei-•..�—... And<}..Sr1vSl . e,15Y gwTvnl Lcasr 47nywith. Gravel CiasVN)Slxait CDay i' J#°: traye7�----a,: ��.���.ean:C7ar sc5sh SArd f awcra6oYc"A'6ne. CIx'M(; _�. pluABo.—i.-y�wozY&*4.,sdsyC Stlq C(ay svitRsztiQ ` X'tand t %i gravel - - ,► $,Irp Clay us,h Giavd ... Xsagd2lL gtatatt:. C7S4iitvel x 7E94 plus tia 2�.'.. S'and} S+Nl�zy. C6ri, yyrpp .S .Sod.<%gravel ,,aT '�---ire l.S�r$RY $gyp S"'] CtA) N71I1 SiiAv�j P! TAU"-< 50 � 2J54L 7 Cmati�sCgSIINZI a. xti .. .. thSgmd . 43135'syltK71i6,1.40' 15X" lus < PIL Eclaw^cr q" lbar,M silty �� plu4'vp;200 Sisand't'Sd,; z3P°.rptusi4o=66' � lSKgavel �- Sandv$ile �<.satta r.w. gravel YB�7i wnB (&aye Organic =d . anrdneQ > 1 S*L gm'el CxAvetlYS h+vi4 M _- 674 .' OL Sand }T. ad dried EL> PI: Ina..p.oi P-'�39 al, .4". CIf d� 29% 7ttf �0. 44 itrnd2 Fu Clay t` �... P7tC4p,r,. iitanda� SLSsgdc,�gsi1�'el.--'^-"i'-:C7a��uh�y�vn[ a,30%plus11o2x} �! g�avcl. <'1SY.Sr-'atIvt -------r sand1376S 213'�i Oak �y : s�ertue{ . s�Y.Cla xdrGrav� . �rtevcl'----r.GrrW(ieFncCky Orovdl yF' ... c304:.1i1usyp.2Qp'' i15"�:➢lusha.'Yt�° Y otCkywxrh5aod ploif belfls . �# MR (°. +ggG:Plus 14 246 34 s ind 2 Elaniu 5 k 'iti"6ift %.santt C7i ��~ Eluua SihwuhSand ... .. �►" % gravel Rm'�t ---•" btta �jf ik 2 30a6 plaFt<o 3D0 ,�. � Gsaa¢t a'tSY. sandY&rstieSlh ` Sand r,ttprarel... .. V-41---......,.,...,..sandv%iasocSilt wghi',nvd: 0r-u--9uMdii �<l3figratrt------_.�,..�+r�lJr�lasfic5dt ` OH z 15+6'ravei --- .� el,vsllY£rnstia self xidi Sacd ars —.►. �a3dri�a _—"'-ar..sK S P _� argante Clay li 294l;plusRo 210.' . .M Kland ;"% gravel :--a. p AI �,S cull (tas_on :-� °x sand c ; . �n c Clay wttb Sntid osabove.'ei•'Itns ' XAadE;SLgravet. s► gsa" -'~ bwan.cCi411sithC}ai x'30aL.pdusSo�f4- ``�,,,,� SAS%3mve1�--------.a:., �iadY�aarcClap saad c 734L - ----' Saari} 0:gamrClaY xid Gra�et iSYapta4Q1-_ - -� GrAvnlll�4j�jnla[iA) ® r "'� 213X;gra tl ------s.- Gravelly K'3D$:'plustio.�t70 <r54spluitio � YlrganitiCl ii 299L us:to2 Oro* Sat.< . � 'it 'Sand stgrokYl'.---a. QkkakSilti*4S.nd Pt { a or Plait. fiend :<i.6rsl z3Q---►- 4tganx Stlt Dedrnw"!i" fiire a sand 2 » Sratirl. y� < 1 s'}� tavLl 4mb Gtasti! tKptusNa_'roa at3' sAcrid}yi}e�,aanan,g<Ssziyk and c4gravel twi:h G a 15Y,nvet -- -«• �tve! Gavaliy Organic Silt anicSilsvidt:Sand .c39X,plus: n ]AO cIs%plus Xa::,*D. �U 2.Ojos n _ QrsaarcClay SL sand t %gtaixl -- a.. (}yiuc flap x4tX Saud PI.2t A and plats an Si sand K %grave!--a..Orpamo Ct trr:ba r"L`lare. 2 QYi ?:sandt! sravr! i tS!5gra}N ---. Said} a}n�e:t"`tt G0 ,.d }uas Ito 200 2 7 �"L rsSrol O'gat9Ay S 4Fsaud. g ---;► and} Organx Clay with Grevel "e1S :gravel----r.. �rravetlyL3rxaniaChY �H «15%gravel ---_-� CrraYctlPUBatticCtaj;xithSAnd ..td03;plusa;o.,2C4 'ct.5"splas;}:1a:30(1-------------------- � 73-29%Atiwa 20D Dry ws.ilt $i, Plan'1aWw Os&anisli Sand sandP"v?ginrei.%sandc .pyy�r ---►_ 04€ nicS0t.%V i1"r+m 'A ttna 23Q9L:piusnta20ll t5% ravel----.. Sind} OsgaiicSilt "yissndK'sy$R� c7S!4gncYt--�� SandyQrB?amSiitKatNCra,xt -y� Gtavellyt3rga. icSih �7335St1'eel'^--a.. Grave71}:Orpnic5rlcui(bBand ASTM D2487 Soils Classification Chart (cont,) GROUP SYMBOL IGROUP�,!AlNf GN�td<4' and W� 3.C,,3 [$%sand Qx&-d C"'I ,44W Gm,,d Graded GA.el . 4e4h&,ad GIV-GM: 1114P�!�4 4Grai`Eth It .eJl rwaded 0j" vjth w "It a w. Uri 41,00 C"'Mod Cravel tines IL. or.liLq ►GP -GM (RIc— CLr ftor4, Chided CH POMIJ'd.raded - Gf-qc 13�4- Graded am [,Fk- P% Anti GC %SW-- GC -GM 54% t* A aim i—a 64RO.Itcca J SW'--- r• < 1St#&rival - --� M1MeII (}I<b�bd!ar izt c;>� _,_... _...,...,_,.,_._.._._ ""`-r... Gtmdad sand 2 isu gravK — —a. u. 13..., d SAND: M Gra*d Sand Mj� Siff or .2 or ak sw-sc W." Q-d?d Sand vVhb 511a and'Grovi Sant a—.-A&4m MR SMM %,ih CIAY and G."I .Cr9sa JCL 0 M----«.: sp-sc ipjp� Graded Sam 111;hSW86d G,,,,,4 Iv'Crtadtd Sand w" jrinl- et Qi0i --------- 56W SIC - C"i . ina C4M WAI --.CUM Utdmit Gravel sk. Cum 5.4 Sand ""111h Gave) AO >1 z 30[ .. .... . .... ... .... ........ 20 -4- A4H.op:,- o.H.- 144- ....... . . . . ........ 4 L .. .............. . ...... .6x OL 10 la LIQUID T.ILL) PROJECTt SE. Cot• & of Franklin and Eagle.ftoad LOCATION: Maridiau, Idaho QBSEVfATION WELL NO. 8.1 GATE OF QEtILLiNGi.. January T{i, 2007 ME R LOGGED By. A. Iiyman, DRILLING Mi<TFt00:.Ho11oa% Stem Auger r WATER LEVEL.: ��; one Encounter ed on II10/07 I`LE1/ATIQN ,H4 ---------------- :. SAIktFLEQ. . z Q DESCRIPTION 3 6- 12 15 is 21 About901% lour last9ei ii o.. observation Well installed to 16,2 P ty ems; about 16% fine o coarse sand feet. Top of `well pickup about Q..5 medium dense;: tiioist; .dark brown feet. PVC.cap Placed over:tog of Moll,: 3aiidy Siit (MI I- $Oil:strongly ceme ited (caiiche) About 6Q"lo lmv plastio fines, aliout20% hard Atbroynded at 1.5. feet, gravel tb:3", abaxct2t?"/� fine to coarse sank mi ilium dense;: stror 1, cerriented` moist tau. Poorly Graded Sarnl whir Gravel and C"ofiislcs (SPj., About 5t2% fine.to cverse:sa0di'-06ut'45-Ve bard subrounded gravel to 3% about sokQ ow -plasticity fines; about 15°fo hard subrounded cobbles ffy volutme.to s dense; moist; Iighf tan. .: Soil very. delik at 7.5 feet: Au9tr refusal at 7.5 feeL use, ' samPier. to bleak cobbles atiii lm.goqut dnilin& Very difficult drilUng from 7 5 feet. -to bottom SS-2 SS.;3 ,,r• ►. "o'om.vfobservatioii well at 16. `e - feet. Bac. kfilled Bole around .4 observation ueil wiiii SS=4 PROiEGT No.1469 Q7 No groundwater encountered`on: I/10/06:. PAGE I oft OBSERVATION WELL— 1 Meridian Gateway Commercial u.bdi-' " S IvisloM Meridian, Idaho PrOject N�a 07B-* 1.409 APPENDAY-3C C AM E R I C A r " , 6e. : rJ 0,41 7 F IC 5 IMPORTANT-1NFORMATION ABOUT YOUR 'GEOTECHNICAL ' REPORT APPLICATIQN FOR AUTHORIZATION To USE American Gei0technics 1Vlore construction problems are caused by site subsurface conitiona- than an y other As trou6lesocrie as subsurface. rotile ns can abe4rtheir P frequency. and extent have been lesserrecl nsrderablx in. recent Sears; due. in Large measure to pz�ograms and. publication of Association of Engineering Firms :practici- m - Geoterences<the The following � suggOstions and: observations. are q fered to help yolq rpOuce* geo echnical=related decays, cost ove: rs. artd other eostly headaches that can accueduring a cpnstrgctian project. A GE6TECHNIGAL ENGINEERING REPORT IS BASED ON A. UNIQUE SET OF pRO,iECT= 5I'ECI1{iC FACTORS A geoteehhlal eriglr[eeli'nk report" is Based .on a subsurface exploratfoy plan designed to incorporate a unique :set of project specific factors, The, typically riiclude: the general .nature of the stNeture invglXed� its.:sRe and configuration, flee. location of eructure'rrn the site and its :orientation; physical L.yqh as access roads, parking, lots, and under E�und utilities, and the level. of additional risk which` the client assumed .by virtue. of limitationsI imposed upon the exploratory program. 1`0. help avoid. Castle pml leins, cbnsuIt the.,geiitechnical engineer to determuie how :any fKIM wlrich change subsequent to the date of the :report Way affect its recommendations. Cinless your consulting geotechnical. engineer indicates othertvtse,, _cur - re goo tec�tiea[ erigineeritig port should hat be used When the nature of the ro chan ed,, p posed sstruuctu're is g for example, if an. Office building will be. erected instead :of a panting garage, or if a refrigerated .warehouse will be -built instead .of an unrefrigerated ohs; • When.:the size..:or configuration of the propased structureis altered; When. the location- or orientation ro ofthe o structure.i's modified, prop. When there i5 a .change of ow nership; or * Far application to an adjacent site. Geotechnieal engineers cannot accept rPsponsibiliry for problems Which ,60y deiWap the consulted rimer y are` dnot factarr coicsidered in- their reporri eYOOMenr havechanged. MOST GEOTEUMCAL, uFMI1VGSo ARE PROFESSIONAI; ESTIMATES Site exploration identifies actual subs candit ans only at those. points svvhere samples are taken; where they tsken. Data derived through sampling and .subsequent laboratory testing are extrapolated by geotechn cal engineers who.. render sit; opmiun, about overall subsu crface cind:itions their Likely reaction to proposed c6irstructriin activity; acid apP p ro." irate foundatiari: design, Even under optimal aeircumstances actual canditons naay differ frosrc those ii}ferred tci .exist; because no geatechn c . engineer, no matter ham q_rialifiecl: and no subsurface exploration program,: 'jibmatter how com iprehensive, can reveal what is Bdden 'by earth. rock and time. The, actual interface tet�veen materials- may. be far more gradtual or abrupt tharrt a tepoo indicates. Actual conditions in areas not Sampled, m p may differ from reclietions.. atNothing Grin be done tQ Prevent the tcrtundeiPated, ha1.t steps: cart be lrxken to help rttrnim ze their irarpac:�, For tiffs mason, Most experienced ox? ers retai f%ter gentechnical consultants thron Ugh the cortruclion stage, to .identify variances, conduct ad&d ttonal tests which may -be needed r arid. to recomm solotions to problems encountered on site: SI USUREAC)l CONDITIONS CAN Subsurface conditions nxa CHANGE Y be cnadciied. bycanstaritly-clanging natural fdrees> Because 8 gecitechnical engineering report is based: o►l conditions which existed .at the tittle sf subsurface exploration; cilnstructiaft deeisanr shoula' hat' fee based on.:"a. geNechnicat engineering: report° whose. with. aoy vray have been .,�, ffecled by time: Speak with .tFte geoteehpical consultant to learn if stzirt§. additional tests are :advisable before Construction C hstnietion operations at or adjacent td: the site and natural events :such as; floods, earthquakes or groundwater fluctuations may also► -a Ffect subsurface condition's and, thus, the continuing adequacy of a geoteehnic I :report. The geoteehnicat engineer should be. kept apprised of any such events; ail . should be consulted to determine if add%tional tests are necessary. u GE OTECEMCAL SERVICES ARE PERFORMEDFOR, AN—:PERSONS_'* $PjECjFjCp.URp0SES- . D Gedrechnial engineers, rqojU mare Prepared to meet reports the specific needs Of sPecxflc indivi A rePoIt prepared fot a consulting civil engineer may not be 'r9constructfo even some 'Other consulting indicated . . 9 Civil 'engineer,., Tlnless indi vxpressly. otherwise; this report livo for the ,client -involved and e prepared . di, '' : - . I : I .. ... Xpre.s.slyl for Pur.POSO in idated by be client:. tjse b ; I y any otheri` Per*Ons for any pufppse, or by the different. purpose, may result in problems. Ard rnd idual ether thdn:ihe i7fieht s&Wd Opi Ws report AP 44. intended purpose p confer.eing. with:,oA, the * g"JqTi erson Abu& app report f h pt*oe other than that .With itho st . cariferrcn the geotedhitical eMgi der; A 6E0TECWqcAjLXNGMERjNG REPORt LS SUBJECT TO; MISINTERPRETATION Costly PrObkMs. pan, occur ,. Wh eg other designprofessionals develop their Platitbaed oinMstAterPi*misinterpretations - Of a geotee ical engineering report. To problems, T6 help avoid: I I . Z_ I Crils, the ftotechnical eng�neer should be. retained to Work with 005' appropriate design pro s . fe siong1s.0 t explain relevant geoteehn kat findings and tt), thei aidequacy. of their Plans and: Op6pif, - - z - - relative a0l. c iO geMechnical BORING LOGS SHOULD NOT B ENGINEERING ARATE : ; '. " - E REPORT Final bOr-7109 logs are deve.19ped by ggotechnical engineers 'based :upon their hiterpretot" logs On Of field bled by site oefsonn6l): and laborato - evaluation of :rje'4 sam 0 ori Pies, 0* fina b * : 00§f6mar* ar� 119 logs included " - engineering in gdotechni n Ica g reports' These 10V should not under any cimumsldhces be redraivn for hte. -I-inclusion i- narafteict)Or Other desjgn'drawings;beca6sedrmay COMMit error Omissions, in the transfer pro6ess. Although D reproduction eliminates hOtd9raphic nothing Ithis problem, it. does * ing to Minimize .the possibility &Y Of contractors the 16gs during bid preparation. When.. this occurs, delays, disputes and unanticipated . costs' are the all -too -frequent result. ITo im min' izc the likelihood of borinsk 109 tke Mretati!ok give con"clors ready access: 10 .. complete 9e*eC"nfC'a1' enginOring ,report prepdrt�d Or authorized for , theit us'e.. Those whi do not prOidq such. Acq. M . .:. . . _., ..,. � . . .. .. ,may under tbe MIS.1aken impression, that 11 , di simply : Isclaiming responsibility f6r- the accuracy ..-1 of subsurface. information information always. . ;.. insulates- th liability Proviclirig`the best from attendant Co able information to 110��6194. helps P;Vyegt cosily cPjlstrul�fion. problems and the; adversarial aftimdet Nvftidlr. AggraVate'theift to disproportionate seak READ RESPONSIBILITY CLAUSES IPLOSELY Because QeOtPchnical' engi.nee qg n is. based extensively 'on judginetit and dp ffiloij, it Is fat- less exact am other design d . iscip1jups. Phis situation has. resulted. in wfiollyt -unwarranted-elainis being lQdged 40114 geotechnical -CoilwItOnts. To help prevent. -this problem; geotpchnical engjacers have developed model clauses far use in written transmittals. These are. , en, not exculpatory clauses. -4esigned to foist geotechrijeal eagineere liabilities: 016 someone efie�, kaiho, th - * .. I bl.. r, C am" ft CIAqes which id , -Y, . d6fi elltifY whore. ge.Qteelitirpal' responsibilities begin aiid brid. Theie use helps all P it involved recognize their individual. i'; 1 responsib lities and take. of a these ppropriak.-Action. Some. ese . definitive clauses are likel,* t6 appear in your: geoter,hnicAl engineering MPOTt and YOU En. -encouraged to read them ,clo closely Our geotechrikal engineer' sc . Y 4eer give answers to. be pleas6d� to ve hill fran� W1 YP4r.qpesfioM,' VT'1ER STEPS, AN , you..C. 'TAKE TO RE RISK ,Y66t pleased discVW5, other techniques. .. . I Which ca n b employed to mitigate ` -ei developed a i addition; AS.FE. has. beneficial. .variety of materials: which m CQntact.MP� fora c 4Y be. 01plime.titary cop Of its Publications. directory. . copy Publfsh,ad by ASFE (The Association. OfEngineering Firms kracilcing in IIje,RQ4Su[te G r the-Gposciences) 91 d-2001.0 733 Meridian GatewaY Commercial Subdivision Meridian; Idaho, A 9 E 9 1 C A N -PrOject'N.o.. 07 . 9.;-614,69 rpa wr, NQW-4 (- 5 Note'C ff. client and our cl en relation to; the protect J.- t's consultants. In described herein- Mer Pa Without the. Wn rties shall not utilize this report written P"1Crn--1'*SS;-IO'rf;-bf Amorioan Geotechni'6t, APPLICATION ]FOR Ab-THOMATM TOINE AND COPY TO Ameriesin (;e . otech'' W* CS4 .. . Rev 526 O*Chtitdin Blvd: 404e;. Jdah R4714 (Yourqompnx). ----------- % f0cwIpf". ss ) (your telophope)- (Youtlft) RE., {Report Title, Project Name;,and Site Location) Amer'caft:UOOt0chhks.R6p'ort 0. Report dode TO American-beotecboics, Inc., Aisplieant understands.and I - 4. ; that the use of * Mhrenced rePQrt--w1thGUiP "eP, Ics, Thc. releases. American G' prmisSj,qn from. American American eotec�bf4�-Sjnc� 1b.0 apy, W; ...... --1. a- ' — .1 -1. —m 1001 *:that may A'PPl1Mt:re,c.Q9niM. at American b6otechpics, fnc. 14 �jfi .... Arise. from u$.e,'qftlij-S report. Una 0-'COPYP9hto",er*ft' use Co 0. . ... ment Applicant agrees. that AP., me , * .. ) .this docu ." MA6renced,rep .1bo-sub -SItO Is tr ct Y Prohibited: �vith Wn . n PelftnliSjOft. OfArneri PrO.Or ject S .tte cm Geotedlini out.the:e Ics'. 11m xPress Applicant agrees to. accept the . liked in t* contractual terms and cori4 �h itions Between American GeOt6chnics,.Jne. and, th6 cilient e referenced.report 8�MiginallYntgbtiat6d for t1ije -work. (your signatuz-e) (,your tiflo.), (4to- Staremeht r1c4n Geote=hnics, �Jnja��� — I copy aWdved-ftor rt-ui;6, after- . payment Ofa fee of tdAmericah Gebt�chnic�, Inc — OiSaPproVed. This report neWt to be updated -O.y jkrAe'r'ic4rtGe(5teC:htij4-Inc... M-* Date.; •—a.Cjjf veoTeChnics nI 1: .......... 1i 2i, S ARBOR ( Y S CIR -_ of RN�F N d� -- m Q � m �y n p8• Q Q aOyHLN�M RADIUS NOTICE REPORT FILE NAME: Gardne2 21 May-2007 Owners Owner Address CASTRO FERNANDO A CASTRO MARIE-ANDREE G 3185 E SPRINGWOOD DR MERIDIAN, ID 83642-0000 Property Address: Gardne2 GREENHILL ESTATES SUB NO 3 WATER COR 3136 SPRINGWOOD DR MERIDIAN, ID 83642-0000 Property Address: Gardne2 GREENHILL ESTATES SUB NO 3 WATER COR 3136 SPRINGWOOD DR MERIDIAN, ID 83642-0000 Property Address: Gardne2 GRIFFITHS GLENN L GRIFFITHS TRESHA 3295 N MONTVUE DR MERIDIAN, ID 83642-6314 Property Address: Gardne2 MED PROP LLC 360 E MONTVUE DR STE 100 MERIDIAN, ID 83642-0000 Property Address: Gardne2 MEDLAND LLP 3520 E LOUISE DR MERIDIAN, ID 83642-0000 Property Address: Gardne2 MERIDIAN MEDICAL PLAZA LLC 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 Property Address: MERIDIAN MEDICAL PLAZA LLC Gardne2 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 Property Address: MERIDIAN MEDICAL PLAZA LLC Gardne2 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 Property Address: Gardne2 1 V Owners Owner Address MERIDIAN MEDICAL PLAZA LLC 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 Property Address: Gardne2 MERIDIAN MEDICAL PLAZA LLC 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 Property Address: Gardne2 MERIDIAN MEDICAL PLAZA LLC 1263 W WICKSHIRE CT EAGLE, ID 83616-0000 Property Address: Gardne2 OWNBEY JAMES L PO BOX 42 MERIDIAN, ID 83680-0000 Property Address: Gardne2 OWNBEY JIM L 3359 N MONTVUE DR MERIDIAN, ID 83642-6315 Property Address: Gardne2 ST LUKES REGIONAL MEDICAL CENTER LT 190 E BANNOCK ST BOISE, ID 83712-6241 Property Address: Gardne2 TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: Gardne2 TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: Gardne2 TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: Gardne2 TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: Gardne2 2 Owners Owner Address TBID MONTVUE LLC 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Property Address: Gardne2 TBID MONTVUE LLC Property Address: TBID-MOBI-SL LLC Property Address: VERSKA JOSEPH M JORGENSON SAMUEL S Property Address: VERSKA JOSEPH M JORGENSON SAMUEL S Property Address: WILLIAMSON LANA J Property Address: 5150 SW GRIFFITH DR BEAVERTON, OR 97005-0000 Gardne2 PO BOX 4067 BOISE, ID 83711-0000 Gardne2 360 E MONTVUE DR STE 100 MERIDIAN, ID 83642-0000 Gardne2 360 E MONTVUE DR STE 100 MERIDIAN, ID 83642-0000 Gardne2 3182 E AUTUMN WAy MERIDIAN, ID 83642-6239 Gardne2 3