Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
City Clerk Checklist
Hearing Date AZ 07-010 Z3-0305 May 22, 2007 June 21, 2007 s mittals to agencies and others: May 22, 2007 ce to -newspaper with publish dates: 4-Jun-07 and 18-Jun-07 ifieds to property owners: ning and Zoning Commission Recommendation: ❑Approve ❑ Deny CITY CLERK FILE CHECKLIST Project Name: Gard ner-Ahlquist Gateway South File No. Contact Name: Penelope Riley Phone: Date Received from Planning and Zoning Department: Planning and Zoning Level ❑X Tran ❑X Noti ❑ Cert ❑ Plan Notes City Council Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: Hearing Date: � �� and ❑ City Council Action: z , Approve ❑ Deny ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: Z] Approved by Council: _ Copies Disbursed: - L2' Findings Recorded A -2� -0-1 Development Agreement: ' Sent for signatures: Signed by all parties: Approved by Council: Recorded: q - 2,-I ' O-1 Copies Disbursed: �( -2� r O� Ordinance No. 2 U Resolution No. Approved by Council: a1'26'O� Recorded: Deadline: 10 days 2.�"C) Published in newspaper: 10` t-O^l Copies Disbursed: 3- S'-cn Notes: Rcsoludons: Crivinal Res I COPY Cer[ Minutebook Cotry Res, copy cen Ciy Clen C,,, Engineer Ciy Planner ciy Aft—Y Sterling Codfi— ProjectFile Depuy Clerk COPY Res/Ql -I Cart A� County (CPAs) Applicant (non-0PAe) Recorded Ordnancas ri Bina: Ol Mmutebook Copiesto Cdy Clen stare T. Comm. state Treasurer, Audtor, Asesor steninp Codfiers Ciry AtomeY CiCityEngineer Ciy Planner Prajecl file Applicant (if appl.) Depuy Clen Findnps /Orders: ,,:gloat. Minutebook Copies lo: ApPllcant Project file Ciry Engineer Ciy Planner ciy A—ey DePoy can •' Record Vacadon Flndnps -' 8_,,led Oevelopmant AprasmenK: ,riginel Firep,00f File Copies to:Appllcant Project file Ciy Envinee, Ciy Planner Qty Anorney Depuy Clen Notes: Rcsoludons: Crivinal Res I COPY Cer[ Minutebook Cotry Res, copy cen Ciy Clen C,,, Engineer Ciy Planner ciy Aft—Y Sterling Codfi— ProjectFile Depuy Clerk COPY Res/Ql -I Cart A� County (CPAs) Applicant (non-0PAe) Recorded Ordnancas ri Bina: Ol Mmutebook Copiesto Cdy Clen stare T. Comm. state Treasurer, Audtor, Asesor steninp Codfiers Ciry AtomeY CiCityEngineer Ciy Planner Prajecl file Applicant (if appl.) Depuy Clen Findnps /Orders: ,,:gloat. Minutebook Copies lo: ApPllcant Project file Ciry Engineer Ciy Planner ciy A—ey DePoy can •' Record Vacadon Flndnps -' 8_,,led Oevelopmant AprasmenK: ,riginel Firep,00f File Copies to:Appllcant Project file Ciy Envinee, Ciy Planner Qty Anorney Depuy Clen -�CITY OF _1� � a TRANSMITTALS TO AGENCIES FOR COMMENTS ON 0:C Yl�l'En� ``' PMENT PROJECTS WITH THE CITY OF MERIDIAN � DEVELO MAYOR ISUFiF-DAHO j To insure that your comments and recommendations will be considered by � %� TF2EAV V lYY the Meridian Planning and Zoning Commission please submit your 1903 comments and recommendations to Meridian City Hall 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: Will Berg, City Clerk, by: June 14, 2007 Transmittal Date: May 22, 2007 File No AZ 07-010 / PP 07-012 Hearing Date: June 21, 2007 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 SEC of Franklin and Eagle Roads Location of Property or Project: 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) Owest (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- pap887-4813 MAYOR'S OFFICE— FAX 884-8119 Printed t ,(' `'` Planning Department ert lan ' IDAII0 fi COMMISSION & COUNCIL REVIEW APPLICATION l\of rryr Type of Review Requested (check all that apply) Annexation and Zoning STAFF USE ONLY: ❑ Comprehensive Plan Map Amendment File number(s): A d -610 ❑ Comprehensive Plan Text Amendment's _ �'�, 0 4 Z. ❑ Conditional Use Permit ❑ Conditional Use Permit Modification Project name: r d ❑ Final Plat Date filed: 3 ate complete: ❑ Final Plat Modification tt �T ❑ Planned Unit Development Assigned Planner: n OPreliminary Plat Related files: ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment Hearing date: lv40Commission ❑Council ❑ Vacation (Council) ❑ Variance ❑ Other Information Phone:�• Applicant name: tWl v l�' Applicant address: 67 rA'AJ ILf�ii� �ItT� Zip: Applicant's interest in property: P110N'n ❑ Rent Optioned ❑ Other Phone: Owner name: C�-f� ��� Zip: Owner address: Agent name (e.g., architect, Firm name: Address: 1 ` A - Primary contact is: OApp Contact name: E-mail: Information Location/street address: X Assessor's parcel number(s): Township, range, section: Current land use: developer, representative): Owner ❑ Agent ❑ Other �M Ccw�s �,�t • lo,�MyA��fWt� n„ n770 / e l% ✓C _ Jln i 0�l(D� � OolsS • ooZo � • do — �jrj Total acreage: Current zoning district: Phone: Zip: �3 Phone: X&.7• 0 Fax: ul�iAJ • bo2/v �Z�o .��ro� �1�'L 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: ARE.merid- ancitv.0r9 Project/subdivision name: � ("\11=3(' ' "f "5 General description of proposed project/request: Proposed zoning district(s): _ Acres of each zone proposed: A I Z— Type of use proposed (check all that apply): ❑ Residential YTCommercial 010ffice ❑ Industrial ❑ Other Amenities provided with this development (if applicable): N Who will own & maintain the pressurized irrigation system in this development? ejq v 'Z Which irrigation district does this property lie within. IJRW,& W01,474 IRS. d 6 sr 1/t&— Primary irrigation source: 1 U4C,4T0 -.d Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) 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): 2 or more Bedrooms: Proposed building height: Average property size (s.f.): Net density (DU/acre-excluding roads & alleys): Percentage of open space provided: Acreage of open space: Percentage of useable open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): 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: Existing (if applicable): '�� Building height: � �� Hours of operation (days and hours): 731� Percentage of site/project ted to the following: ��� paving: -T i3> Landscaping: ` Building: �t3� Maximum number of employees at any one Total number of employees: time: ^� N /A- Seating capacity: T Number and ages of students/children (if applicable): ,�> 'j3� Number of compact spaces provided: Total number of parking spaces provided: J Authorization Print applicant name: Date: % Applicant signature: Watertower Lane, Suite 202 • Meridian, Idaho 8364 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 NARRATIVE ANNEXATION AND ZONINING FOR So1r� GARDNER AHLQUIST GATEWAY SBf- ,�fi'o�k This application is for annexation and zoning of a 6.67 acre parcel that is to be GARDNER AHLQUIST GATEWAY'SUBDIVISION 0 . 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. NARRATIVE PRELIMINARY PLAT FOR GARDNER AHLQUIST GATEWAY SUBDIVISION NO. 2 This application is for Preliminary Plat approval amGardner subm submist tted the Ada Subdivision No. 2. A request for reservation of this e has been 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 al the Subdivision previously submitted to the City of Meridian. A Variance Application 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 trealot tmentf or exte.67 rior boundary and landscape plan is attached to this application and shows 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. rl�M C i m I Eli �a Id T NOLLMUDSH0 -BDfO-fBt (BOZ) 3NOHtl �.�s.yy .y�baB AISItlH� MYry _ � 1N3WdO13A30 1SIf1O'IHY �nsv mw tunr �h711Yh� oHv ��°oBaar�iao�ssaMH�nos �.� �'r",� 13NY0 �NOI1tJ01 ,uRroBa s g - i ; 5H 1110 4 Wil- MIs�O W-n-1 1iiibctillllplE> O ; o . o O os£ .aN Riggs a bgb o I ZPid INVIMMaHa Z'ON NOiswaaa5 IYAUY9 ysMbwy-tiaNUt199 37.Li1 9 fuur: �!gg �ygs� R 8 a � E 4 's w�9 W t! !t t iei ' P• ! i ltillt� 0 ;mj i 1 Q HM�I,���s����� J� KEI� sit £ �� i I 2E O �i - - - --- -- `(D �' O � I 1 , ------ ------------- - ---------- 0$g6 �pg�rryl qjt ! M4 Yyyaa�( E� w ko r� fe8i—lrB—Boi 3' B IeCB OHro '3 � 1�ydHV Coco—c- (...) 7 NO usiaH3 Hvn :J3YL1o3 IMfOSd]99] m ea�eanm.mrs .snueaia .�'' u•.w�,vr✓ra ter/�r m'n ��arM �. a- c� en 3r� L 0 �� ay 4Aa �x3 ir�ro�sNOISWOAfis io'ooZ9o_ 90-�I6�'& Za ,LaiIHS Yam iey a aV tl 'Aa8 - vao x 08W�I9U 3�i�,II1n�nn11,m,, Z ao Z a'IIdOHd/NNId aaYaS 7V(I.Ld3JN00 kvAaS,VJ K*IIVAGHdd.vss1 Lo/Ct/ro YN7 Y1N31Yd013h30 alva Aa'ou N3d073AHO THNAO :No1LY3m 13aroNdcsin9�[rv-aaNaays ataf � o � o V � 0 r� �1 11li1l91p11!!!!!pl (� plp31llpi9p!!!lipl S t cn i r O' NAl I I I I I II I I I I I I I I ! �y r r. o Y !!!!!l9pp91plp!!Ip EXHIBIT B SECTION CORNER FND. BRASS CAP CP&F INST. No.99007475 8 Q-9 STA. 63+08.07 E. FRANKLIN ROAD S89'20'11 "E 2706.25' - - - - 17 116- - - - - 1015.45' - — B�pCK ® i %10\.5\o1APRK �PGE I I I —T-1 ` . 0 I OpK ' I .•L I NAV00 Ln I I �•� BLOC •`\ N z lj l �j I IzI I w. ' PT STA. 54+52.59 S_ 189'30'07_"E 1589.30_24' E: I _ _ I' r226.03' 179.37' J oof I 2Q I O I : J in l I © I S8_9'30'09"E : I c� Ln I I ® 200.23' - S89'30'09�E: w o f I i , I S00'12'19"E, 199.73' 0 - 1690.80'---8 1 1/4 CORNER FND. BRASS CAP CP&F INST. No.8309298 V) z �o o J Z w UJ 0 ¢wN =Uj5; U 0 00 Z) m N o o O m 16.12' i I POINT OF BEGINNING 3 I I ..�.._.._..T.._.._.. i - 207.40_ 514 I I II S. MON �-6Ft: —" S89'14'00"E .._.._..._.. Iw I z l I �— O 1 r7 NOT PART PT STA. 50+43.03 1 I I O I O B�p(,K I5 O 140� 59 911ASQ. FT.f NI p I 1N U • PW STA.' 9+75.37 �'---- ------------- N89'28'41 "W -j-------� 1011.72' REViE P L II BY I I CURVE I RADIUS I ARC LENGTH I Cl I 5729.56 1 66.66 ANNEXATION AREA I CHORD LENGTH I CHORD BEARING I DELTA ANGLE 66.66 NOO.0214 W I DO'40 00 i I 7.27 ACRES± 1=200' MERIDIAN PU LIG 316,652 SQ. FT.± PROJECT. ANNEXATION MAP OWNER/DEVELOPER: GARDNER-AHLQUIST VAI'E� TREASURE VALLEY ENGINEERS, INC. 12046thSTREETNORTH DWG # 2O57-06 NW1 /4, SEC. 16, T3N, R1 E, B.M. CITY OF MERIDIAN, ADA CO., IDAHO GATEWAY DEVELOPMENT REV D 1i(� ENGINEERS -PLANNERS -SURVEYORS NAMPA, IDAH083687 (X(208)463-43 FAX(208)4 c.com mail@TVEinc.com VISIT OUR WEB SITE'www.TVEinc.com PROJECT# os32o SHEET 1 OF 1 DATE: 04/14/07 M non E11i1Gi1L:GL iJiGVi^ • �•ea 22'00' W 1.'s6°ilv:" w 1% 20`ow w WGS84 11- 1TOV' W y.. . x A ' .. T..ylnN f- s ' ff A$ C feA r „r R: o- SITE �- vk,ox 24 �. 3 l ` -,. � »..�...-^^• '^ �., � BAY R6t9..� --X. ! ; ':Sy tea., ,/��• l �' 4 �M,,. �..c,...'-�.w:t �����. „ 22 21 z a 29 116'23'90'• 1 Si5°22'00" yr 1W21 Cv w 116°20'v^8" 'WCS£G 115asS 00" ti++ vp �ar3on�Eseo a os�w NiLowl:x?a�P�(w.vxsioa�cpiptko) VICINITY MAP Figure 1 Eagle Road and Franklin -Road Meridian Gateway eotnmerc al Subdiv_ Won, A M E R I [ Meridian, Idaho Project No. SCALE:NTS 06B-G1469 Jandary.2007 .{ .1 ........ Americas GeOtechnie8 BORING LOCATION MAP Eagle Road and Franklin .Road Meridian Gateway Commercial Subdivision Meridian; Idaho Project No. Tanuary, 2007 SCALE:NTS 06B-G 1469 Figure Z M 1 R�" A 1 TEtEiK Meridian Gateway Commercial Subdivision Meridian, Idaho . projett No.. M-131469 Sni cr( Mar, A m I A I ( A N r mrj m ,'64 :A T I(H R I C S American Geotechnics Hearing Date: June 21, 2006 File No: AZ-07-010 Project Name: Gardner-Ahlquist Gateway South a County) to C-G Request: AnnexationRetail andoning of 6.67 acres Service Commercial),rom R1 by Ahlqu sdt Development, LLC Medium Generrall Location: SEC of Franklin and Eagle Roads in Section 16, Township 3 North, Range 1 East File No: PP-07-012 Project Name: Gard ner-Ahlquist Gateway South Request: Preliminary Plat approval of 6 lots on 6.67 acres in the proposed C-G zone, by Ahlquist Development, LLC RECEIVF,n MAY 22" City CIeMr�C �?� s L P[5VALEY%X- 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 89028'41" 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 0040'00", and having a chord which bears North 00°02'14"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, Block 5 of Montvue Park Subdivision, and extending westerly, South 89°30'07" East, 226.03 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 Lots 9 and 10, Block 5, South 89030'24" 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\Survey\Descriptions\06320 ANNEX rev D desc RGH.doc sheet I of 2 Office: (208) 463-0305 Treasure Valley Engineers, Inc. Fax: (208) 463-4391 1204 6"" StreetNorth �kiN,,vv.TreasureValleyEngineers.com Nampa, Idaho 83687 PXVALEY%R 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 00012'19" 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 89014'00" 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. o,o LAi ! ISTt�'�� A0782 Nx r— ww - � r u=�3 o7 REV A p A%. V 5Y M WORKS DE j1C P:\AHLQUIST DEVELOP\MERIDIAN REGIONAL MEDICAL\Ahlquist Development Meridian\Drawings\Survey\Descriptions\06320 ANNEX rev D desc RGH.doc sheet 2 of 2 Office: (208) 463-0305 Treasure Valley Engineers, Inc. Fax: (208) 463-4391 1204 6" , Street Noat1i wuw.Treas ureV al tcyEtlgin eers.con7 U:a,,,r,;, ldnho 83687 4/13/2007 14:04 Map Check BEARING DISTANCE PT# NORTHING EASTING DESCRIPTION COURSE 51 705829.94 2465490.14 ANNEX 51-23 S 00011143" E 217.94 23 700202 2464479.20 ANNEX 23-214 N 89°28'41" W 1011.72 214 705621. CURVE A=66.66 DELTA=00140'00" T=33.33 EXT=0.10 705687.87 2464479.16 PT ANNEX 214-216 N 00002'14" W 66.66 5729.58 216 215 705650.81 2458749.70 RP RADIUS POINT 00022114" W 409.55 58 706097.41 2464476.51 ANNEX 216-58 N S 89030107" E 226.03 28 706095.44 2464702.54 FD1/2 58-28 S 89030'24" E 179.37 57 706093.90 2464881.90 ANNEX 28-57 S 00012'19" E 122.02 56 705971.88 2464882.33 ANNEX 57-56 S 89°30'09" E 200.23 55 705970.15 2465082.56 ANNEX 56-55 S 00012119" E 16.12 54 705954.03 2465082.61 ANNEX 55-54 S 89030109" E 199.73 53 705952.29 2465282.33 ANNEX 54-53 S 00012119" E 11.9.58 52 705832.72 2465282.76 ANNEX 53-52 S 89014100" E 207.40 51 705829.942465490.14 ANNEX 52-51 Closure error distance> 0.00000000 Errorg> Distance N Traversed> 90000'0011Closure E 2976.34 Precision> 1 in 2976342469777.34 Total 376563.5 SQ. FT. 8.64 ACRES Page 1 of 1 Page 1 of 1 penelope rley 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 corner of Feankhia Road auist teway nd Eagle Road, n Meridian, n and is aap rt of the same development. The site is located at the southwest Please contact me if you have any questions or comments. Thank you Penelope Riley Senior Planner Treasure Valley Engineers, Inc. Off: 463-0305 Cell: 989-3392 4/13/2007 r 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 BOISE IDAHO 06123104 04:36 PM DEPUTY Joanne Hooper I'II�II��IIII'�I"'II�AI�aIII�'I��e1) RECORDED -REDDEST OF i Pioneer 104079223 AMOUNT 3.03 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 BIock 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 STATE OF IDAHO. County of ADA, ss. �thq. Drake 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%�kf.• ~.°f '. < ..g:Egusqurza' I�.o,,,a,.L. Ny-��clo�-� Notary Pubt'c ofld o, Residing at Commission expires: A4azefi-9-2006 '++wrrrurr y5 D a r� ��* 1'4.. c . -,•' k.t .n A Pioneer Company PIONEER TITLE COMPANY OF ADA COUNTY 8151 W. Rifleman Ave. / Boise, Idaho 83704 (209) 377-2700 6AHRECORDER J. VID NOARRO BO SEDO DEPUTY Hooper joanot RECORDED -REQUEST OF III IfIIIIII�I�III��IIIlIlllll��lll�ll l9 i 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 married man, as his separate property hereinafter referred to as Grantee, whose current address is 325 E. Montvue Dr., Meridian,lD 83642 the following described premises, to -wit: The South 140.0 feet of Lot 1, Block 4, Montvue Pads, 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 Madonna L. Rudder Scott W. Rudder STATE OF IDAHO. County of ADA, ss. On this 22ad 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- ---------------- -csircc Dioro. L, tie W 0 Notary Public of Idaho b { > t.0! Residing at44mape fdelre °? Commission expires: Mar,h 9, 2em—o+-O5- � 5 • f0 V �_ $� 0'4........'6 . DIANA L. HOTTENDORF COMMISSIC)" ` )vPIRES 04-05-07 RESn1m "' IDAHO AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) (tee) (address)C) (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: T' w , U- AL5\A- C— 0— . 6--1c`J AYwaY " ��'A 1ST Yc'�}` - I `r"` t Zca (tee) (address)l� �(� 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). Dated this day of (Signature) SUBSCRIBED AND SWORN to before me the day and ;year first above written. ta>cy blicdaho) Residing at: •�� My Commission Expires: AFFIDAVIT OF LEGAL INTEREST STATE OF OREGON ) COUNTY OF WASHINGTON ) i Werner G. Nistler CEO ofTouchmark' Livin Centers and Touchmark LLC 285 Viz, 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 Deveionment. LLC; 1263 W Wick -shire CourtEagle, 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 Touchmarktoy act on my behalf and to execute all planning documents pertainingto 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 Pubtic for O egon). Residing at: !'G d '<6 r ZA, �• t��°%L'4tiv Q•'\ My Commission Expires`. Z -4�y _.._..._._ 4A AFTER RECORDING MAIL TO: Touchmark Living Centers, Inc. File No.: 4102-317681(PC) ADA COUNTY RECOR4E04 . VI NAVARRO 801SE ! DEPUTY Kathy Ingraham RECORDED -REQUEST OF 1 11 First American 1I1040275137 MUN' 5.00 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: on OR 87005, theration, hereinafter erred to as Grantee, whose current addr s s So SW Gr following described Drive, Beaverton, premises, situated In da county, aho, to , wit: LOT 10 �� AT PAGEFMONTVIJE PARK, i107, RECORDS OF ADARDING TO THE COUNTY, IDAHO. T THEREOF, FILED IN BOOK 170FP APN: RS791SO0270 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. Veres!��Relisl /stin Reiswig Page 1 of 2 J - g 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 lIberesa 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. �,N/11111lft11 Pesiling ublic f the State of Idaho �•` �l�` Nd�4y at: Boise, ID �� f �y0T.q�� �� My Commission Expires: 'qOF I Page 2 of 2 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, o►� ga�lQVIST f oI � (name) (address) L61z-- /7:>*4o (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: (name) (address) 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 kPa , 20 0�'— (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. .•�' �RANST''•.•. �pTAR "% ••� of Public for Idaho) r Residing at: Wit- b �2 pUeti�G •�•.•'�'�9 �rt►� My Commission Expires: // / ''•.. TF 0F 1�. r E °Z E c C o O o 0 o O p O Qp E R -Ri Lo G. O 2 O oe O A �t R pp m pp 7 Lam. L' S 2 O� p m � o m om og•y m am "tN•? N-F-5 q(A m to A O `a 'Cn gb w P. tD tnn^ la1 `0.m m w 27 �.', v T n.\ w o r o a o �. s' S• w\ p �. o. M w m 5Si 00 Fa A p o u. m O ❑\�C 7. o J4 .� \ C ... �o in w Q, O� fY O •'- J ° m 7i O •_ p y M. .o t°, �' ° W E"' 7 m `i' v 3 �' R p� S r F m to In O., 'L O Oo Rr m m e � gym• c \�� `. .,y ^'�° m M RO \ G O W T\ Ea m o aa. .y, 7 �" m O a rt \\a OF 1DAHO, CC G ]. David Navarra. Re troe and cgrrect. COPY Of as it appears oa record i IN WITNESS WHER Ar--d is a full. of Ada CdumY. State of wM— ror ro taro \ro O In ro p A � nvXi 7S' o A o O \\^ o O p ro w K n :Z 6 Qop p B0 O � ^\ W is O o M Vl o r.i ro a m �a a°S ° �a rr s 0 td J b > �, �, z a1 i �°n M `•,° � i b ` `'` b o � �i k w o7 � o � � , a � � °' P co t7y Cal m .- aQ• O (D R, BOO. ��� .p CD O �' W co �+ i0-. O '� "� O n-. w ("O a 1 W N N N F" .00 b'o o ° a o Z :y horn 5 `^ fcoo w w Cb „o.. o o ono o w lb � °o �� c0°o 0 " .r O m o p a J w O CD CD O , iT1 O o "Z ` , o CD ca, ° � o "• N � �' b a .ply � f ',...,.r �. v� r, � � c.,o � �d ° L o W n to a �n o cn l�l ro m N w ? o 1 no EEL tz G o CD OR 0 a....CD ny�GC4 �G Oa cry N w� O x = � U COLAn a. �.o A �KIn. cr co, 0 0 in. ¢ o LA CD ° oo .°�...w Oa M a.� �aao EL ao` s ao+ o o' w o° o° P., CD CD O o w Y ° o CD 0 vt3CD 'd aCi a O "°M rT aQ O CD < CD O K M �O — rl ° CDO * O M" CDy r C`T9 ° .A 0 �' ° M " in O CD :-i O O CD �•d t" " O CD COD CD G. o CD n w w b X+ w a' O o o o y a0 p Lll- ti cD V n aQ p• ti pai C, F ! ^ ww = Er 7 p 0 0 0 0 0 0 w oGo00�+� CD A- O Oo 00 O ►. CD C O0 Oo W ° 04 O w D N a o o m O� t n� p' aq cn¢: cc°y w M c° C CD CD o ? p 'b E " � O O VG �y � W O N O W CD ti tJ o a CD o x� cnr° m LA C zEno b o C CD N No p O 0 b ° CDo a� CD a o 0 °O cL 00 ° 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. Applicant/agent signature Date PtjVALEY%XGpp - uW 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. SCALEtoo 0 50 100 200 cFEET> 1 INCH -100 if 1_g4 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 a/ly, Penelope Riley Senior Planner Treasure Valley Engineers, Inc. Neighborhood Meeting Sign Up Sheet Start Time of Neighborhood Meeting: //'°a 4-?, End Time of the Neighborhood Meeting: It: 30 Arl Attendees: Name Address 1 2_ 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. iry �4115i ice* &rth- -<�i- ItL /� 17. 18. 19. 20. 21. 22. 23. 24. 25 Neighborhood Meeting Certification: Description of the proposed project: 5,t N t a --Y'+Mr-- Zc Notice sent to neighbors on : 315-/0q- Date & time of the neighborhood meeting: 3/ w �o �' G 1 l c A-74 Location of the neighborhood meeting: aAl 517� Applicant: Name: Ge�etpAcg,L Ag-/(t/I sr C4,k=-% Mg7-4 i Address: 13 -7o ) ►�"ESY lh �/��ki �1�► 7� City:-321State:_ Zip:/ 3 Tele Signature: (Applicant) Date Fax: 1nr 3 2 oor i of Meridian Pre -a Project/Subdivision N e: Applicant/Contact: _7k City Staff: A -A, r . I_4 L Location: Existing Zoning: Proposed Zoning: C- Comp Plan Map Amendment Preliminary Plat Comp Plan Text Amendment Private Street Conditional Use Permit Rezone Additional Pre -Application Conference (circle one): Anticipated Submission Date: �� „ t� heation. Meetinfy -Noteq ngtP? 4 1-6 Contiguous and Within AOI (AZ only): V ! Z Number of Units and/or Lots: -1-ES D Property Size: 7 Dwelling Type (if residential): Surrounding Uses: Comprehensive Plan Designation(s): ��,,,y, m „ ', ��t,� V-, _ �— Street Buffers and/or Land Use Buffers: Open Space/Amenities/Pathways: Street System/Stub Streets/Access: I) ai I v o_+ .a- ', 01 a I �L " C_`0 Sewer and Water Service: t i tiM i t 1—A � � C-A, 41. -t.S ,,a � � � e � h �� Topography/Hydrology/Floodplain Issues: w'x o x ai-cC- �s Canals/Ditches/Irri ation and/or Hazards: g ��Id Canes History: - Additional Meeting Notes: 4 t ,� st _ [ �r to it a 'Da r . f2r- f2 acce4% 6 ice.. ti rn I A.A, �� - 'c Y-- 'T_�HL 4.�Oix/ rn c IL Bruit _ Cr e c t la /I Shtr� G( CC dJ u ' o3a Other Agencies/Departmeits to Contact (circle): W. Ada County Highway District Nampa and Meridian Irrigation Idaho Transportation Department Settlers Irrigation Sanitary Services Corporation Fire Department Central District Health Police Department Parks Department Public Works Department Building Department S lr« Other: 5 Applications Required (circle all that apply): Accessory Use Design Review ShortPlat Alternative Compliance Final Plat Modification Time Extension P �� Annexation Misc. (DA Modification) UDC Text Amendment f t e , a-41 "' p Certificate of Zoning Compliance Planned Unit Development Vacation C (( 5 ,Af 9 t Variance J + Other: e. c i S r re-i t C c-1 A c� S Required of Required Anticipated Hearing Date: G. 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 9:49AV Tr ;ure Valley Engineers, Ins No, 1406 P. 2 CITY OF MERIDIAN , L JL Planning DepamnPnt'- 660 E. Watcrtowct Lu., Suitc, 202, Meridian, ID 83642 1 / (208)884-5533 Phone / (208)888-6854 Fax I /, PRE —APPLICATION MEETING REQUEST FORM Tn ormatz n Pn applixum meetings an rgland prior to the .rxbminal of any appkcatlon that requires a public hearing. TUs rom letedfornr must be submitted to the Plmtning De/iarbnent at least48 hours boreyour requested meeting time. An A.r a date City Planner will confrml the meeting by eitherphane or e.maiL Protect/Subdivision Name: J n Aer;d ia� e,G;c rPlaza aza Applicant / Contact (if different): Name: h) v► s4 2✓t 7_yqsur�e Va 11eY &„ i4 eCI S - K 6A Address: �� ,( / 1� Phone Number. Fax Number. E-mail Addres alb -d3D Site Information: Loeagtia: J , ' / Number of Lots: -re)J� n Tax Parcel Number(s): A4e,LA+Ui)P 'A. -fiC_ S y Sep I� T Total Acres: a. ;� 4. Type of Application(s): 1. `9 Pretiminary Plat (Submit an 8 '/ x 11 version) Ammdmcnt 2. ❑ Conditional Use Permit 3. ❑ Annexation and/or Rezone 4. 0 Planned Unit Devclopment Serv;CC Gory oive, gal 0. s-�i;& 5. ❑ Unified Development Code 6. ❑ Comptchcmivc Plan Amendment 7. ❑ Variance 8. ❑ Othcr (e.g. City Council reviews) Ple se list � rsons who attend the pre -application g on meetin. � �T_���� Specific Questions/Issues: ❑ Check here if your proposed development includes a potential public park, pathway, or school. Monday (except Holidays) Wednesday 1030 12:45 11:75 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 re uim additional re -a lieation meetings." For Staff Use Oulu: Notify affected agency, if applicable. _ 11D (Sue Sullivan, 334-8955) _ MDC (Cls* Bowman, 4844144) Nf�D(Rich Green, 898-5300 Groundwater Investigation. Meridian Gateway Commercial Subdivision Meridian, Idaho Project NTo.. Q7B-G14b9 Prepared for Ahlquist Development, Inc. A M E nr� -410 T E ( January 1.5, 2007 I A N C Prepared fort Ahlquist Development, Inc. .1251 W, WickWre.ft Eagle, Idaho 83616 Attention: J. Thomas Ahlquist. M.D. A M E R I t A N r � f 1 �C' 1�i T E C H N I S Grimndwoter Investigati-on Meridian. Gateway Commercial Subdivision PrOpired by American Geotechnics Adam 1ymati, .EIT Geotechnical Engineer MerlidliaAl Idaho American Geotechnics PMect No. 67A-Q1 469 January 15, 2007 Geotechnicat Engineer American Geotechnics 5260 Chindea Blvd, ok- Boise, ID 83714- (208) 65"700 2300 N Yellowstone Hv%.Suite 103 it Idabo Failt, ID 83401 • (108) 523-8710. Meridian 0#teway.Commerclal Subdivision A M E R I C A N Meridi4n, Idaho Project No., 07B-G 1469 January. 15,2007 T E C H N I ( S kage i TABLE OF CONTENTS PAGE 1.0 INTRODUCTION 1.1 Purpose and Scope of Work 12 References, ... I-.: ...... . . ... . . . .. . . . . . . .. -, . . . . . . . . . . . . 1.4 Important, Information Regarding this Re 2. ........... 2.6 METHODS OF STUDY 4 ZI General Reconnaissance ........ ...... ....... o.14 2.2. Field ............ 3.0 - INTERPRETATION S. 1A. Geology................. 3.*2 Subsu&ce Profile...4. .... ......... ...... ................. . ...... .................... 5 13, Grouodw*er., ... ...... ......... ....... ...... a .............. �6' 4,0 CLOSURE 411. 4.2. Review of I Plans and Specifications,... ..........................1.4........, APPENDICES A Vicinity Man 99 Location Ban ii Map ., Site Photos B. Log of Exploration Important Information About Your Geotechnic'al Engineering Report ApplicatiQn;for Authorization to Use by Other Parties% �Geotechfi =I Engi-neering Environmental'Selvicas Testing services Ubensin in Idaho, Oregon, Washington, Nevada, Utah, Wyoming, Montana licensing -AmericanGeotechnitcs.com Meridian Gateway Commercial Subdivision A M E R I C A N Wridian, Idaho 1rA h-,J Project 'No. 01.9-G 1469 LZ !A :: * Janivary 15, Z007 T E ( H N I C S P Age. I 1.0 INTRODUCTION 1.1 PurposeandScove.of Work This reportTresents,the rtsultsof our abbreviated: sod identi&ation, and , groundwater depth investigation performed for the proposed Meridian Gateway .-CmmercialSubdivision in Meridiem Idaho., Thq proposed building- site is located southeast 6fthe intersection ofEagle Road and Franklin .M Road in Meridian, Idaho. The, site is. Iodated 4 - the NW1Wofthe.14W%.. Section 16, Township 3N, Range. 1 E goise IMeridian, Ada County. vicinity " ,mity map s . hoAing- they site. location iSJhc1.V As, figia re I in Appendix A. In 1he purposes, of this investigation were to determine the subsurface soilsand to provide estimate -seasonal groundwater high relating to the proposed building structures, 7 paverrients, and general site preparation. The inv6stigAdon.included subsurface exploration, representative soil. sampling, and preparation of . this report. This report was prepared solely for permittingpurposes,. and.does not address any geotechqical. soil strength, soil deformations. or enviroi 1 9 Sues.: The work performed for this repor(wasauthorized by Tom- Ahlq uist of Al lquist Development, and was c6ndu ctedaccordance with our driginal. site dated J*ua.y5; 1007 1.2 Project, Descripti on Based on 'information pr6vided to American beotechnics 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 tedevelqprneftt of an existing residential subdivisionintoa commercial subdivision. We understand the site will be regraded and most of theexisting features will be eliminated. We also -understand the open ditch portion of the Snider L-ateral.traversing,the sitc. will be -replaced by a buried pipe. A plaii view of the- -site. is shown on Figure 2.iri Appendix A. American Geotechnics Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 07B-GI469 January.15,j 2007 Page 2: A M E R I ( A N T E C H N I ( S At the timeof this itivestigation the proposed site consisted ..ofresidentiql homes. and pasturc The, topography -was generally flat with. ,14 Pverali-,slope to the northwest. 'The. surface of the site 'with, vegetation: covered grassy y 1.3 References The follovng.ira£ormation w i ft s .,aspiovi,dedto-.Arii�h',eotiGebt6ft.0sand athebasisofolir undertandirig pf the project • Site Plan - provided .by AhIqu 0. 1) eve I onine nt Via e- mail. on. Jgquary 4, 2007.. • Collett Russell A. $oil survey of Ada `County area Idaho. NiltiOnal. COOPerati;vc-'$01 Survey. Washington, May 1,090.: Idaho Department ofWat".. Resources (IDWR) On Line Groundwater Level Dat.A-Base. Web site. located at ht1p: .Ocate. tlwww idwr.idabogoyaLvdrologielihfo/obqvjelI Page -accessed on January % 2007. • at Idaho Department of Water- Resources (IDWR) Well Information Search $ummary Report for Township 3. NTdrt4,.Range 1 West,: : Section 12i Web site located at http://www.id,w-r.idaho.us/api)swell/segLchw�e,asu. Pageaccessed on January 9, 2007'. 1.4 1 rinportan't Information. Regarding. this.Rgport Appendik. C contains important informat . ion,relating.to the role of American Geotechnics-on, this project and the4ppropriate::UsC.:0f this report.. This report is.intended to general soil types and groundwater elevation information to project designers; ..Additional and more accurate information maybe obtained during h -, during a geotecWcal investigatibn will gc*technical investigation. Information gathered compliment and may supersede this report. .'This report may be provided to the contractor as reference information, but is not intended to be a substitute for properly prepared geotechnical investigation and report,,contract drawings and specifications. American Geo.techniosrequests American Geotechnics Meridian Gateway C6min6rcial Subdivision. A M E R I C A N Meridian, Idaho k Project No. 07B-Gt469 January 1. 5, :ZO07 T E C 4 N I C S Page the .6p irt 'it�t6reVie* drawing and specifications for comparison. With our tinderstanding po. uni final of . the site conditions and project,geotechnical reqwrements. American Geotechnics Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 07B-G1469 January 15, 2007 Page 4 21.0 METHODS OF STUDY i.1 General Reconnaissance A M E R I ( A N TECHNICS Data 4holud' 'Al h and a site plan dedbyAhl tDevelopmentwas. including aen-- P.;.. provi quis field reviewed before starting the field prbgram. The site was visited- to s mark the e 1. exp-w6r0ion* locations,.:coordinate A utilities clearance;and assess site aCcCS& Soil survey of Ada County Area, Idaho (Collet 1980) reports 1he site soils are Elijah Silt Loam and Tindahay Fine 8andy Loam, Other information reviewed .inclu&s. Idaho Department of Water R e squrces.(IDWR). Well 1994 for wells near the site and the:1DWR Ground Water Level Database. 2.2 Field Explorations The.subsurface-sol't conditions were explored by drilling one,tdst boring on January 10:, 2007, within the proposed -site to a, depihof 20. 5 feet below, the exis6ngsite grade. The approximatc, location: of - the .tt#.boring ,'*.."haW on Figure: 2,-,* Appeftdik A. A log of the subsurface conditions; as encountered in the test bodri& was recorded -w the time of the -field Work by .American Geotiechnics, and is presented on the log..of -exploration contained,in,Appen.dix B. The soils,W*ere classified using ASTMD2488-- Classification of Soils for Engineerin&Purposes, as a guide. The drillinig.was accoI rnpi'shed with American: Geotechnics' trailer mounted -drill .-rig using: hollow stem ern auger equipment. A 1,5"PVC pipe.wasinstalled in the boring far future verification of the: presence or absence of groundwater, if desired. American Geotechnics Meridian Gateway., Commercial Subdivision. INUridian, Idaho Project.Nlo. 67.13-G1469 January 1.5, 2007 pago'5' 3.0 INTERPRETATION 3.1 Geolop-v A M E R I ( A N T E C H N I C S Soil survey :of Adatoutity area, Collet 1986j -art tfi4 Silt Loam reports the Site Soils j and Tindahay Fine Sandy Loam: which can be, found. generally in the upper 6. feet of subsurfhce profile: These souls formed iii loess or siltyaluA-u,inthat is.u0pilailiby.iji.ixed. alitivium in the -Araiina-ge way of the alluvial terraces south of theBoise Rfirer, 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, U$GS, 7.5 minute quadrmgle map for the. site, the surface elevation for the site is approximately between,2650 and 2660 feet above mean sea leyvel. 3.2. Subsurface Profile Ateneralized subsurface profile iyaA developed for this project to a,bas.isfior discussion of soil conditions for the .proposed f lifiesi. This Profile is. based on the field test,data, and exploration loration testing program conducted by American Geotechnics. GeneraHzed Subsurface Profile* Stratum Generalized Description I Silt, and Silt with Sand (MQ encountered fromthe existing. gro;1ndsurface to abdut 3.5 feet below -ground surfacer medium deri0e.. Encountered strongly 1 cemented hardpan from about 1.5 feet- to about 3.5 feet below ground surface. I H Poorly Graded -Sand with Gravel and Cobbles. ($P) encountered from, about 3.5 feet below ground surface to bottom of hole derise, to verydense. 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 Gateway Nial'. SubdivisIion 1 -1 A M E R I C A N Meridian. Idaho 'J ,.Project No. 07a-014691 Jandwyl 5,.2.007* T E C Ei N I C S Page 0 3.3 Groundwater qmod*ater wasnot observed within a depth of 20.5 feet below ground surface at the time of; our field investigation. The location of the, testboring.vw selected because it,appeared to bev among the lower elevations. at the: site. This. investigation. was Performed. after -the irrigation season which. is APl; 15 to. October 15 and, during. which time the groundwater is typically, at its. seasonal hW Mstodcgdata published -by -the Idaho Department of Water`Resources., was reviewed to estimate groundwater fluctuation and seasonal high, Well Driller's reports ODWR guiAmary Report). were reviewed. VoravAilable well logs within. mile, ofthe ,site; t. appears that the groundwater in thenorthwest:quarterof t,h6 northwest quarter ofsectl'onl2iistypically de4PperHaan 3Qfeet below ground .sur f ace , except in areas hear Snider Laterat Canal, trans-versing thru the middle bf the he site. it also appears thatseasonal: high groundwater. in- the -surrounding quarter sections, including areas surrounding Snide f. Lateral Canal are typicallydeeper than -8fptbelow-gMunl surface:, e�, A 169aWellinth northeast quarterpf the npMe0t.,quartef.qfSecti0h 17:indicatdsa static Water level of'l-7 feet below groundsuifhcld' Based wi observations made during our investigation and ftonx,the ..sloping ground'surface, the groundwater is most likely.deeper ow group per than.] 7 feet bet §urfacd. Therefore,.Oi.c-se;w.,ptt.logs*'*: were not considered to reflect .the seasonal high groundwater elevation discussed in this report for iht:.p)rqJ.ect site. The Groundwater Level Database (IDWR OA-Line Databaso),Otas reviewed for groundwater level fluctuation and I peak groundwater highs flit wells 03N0.19 15CBDI. and 03N0113-1 7ACAL whichare the: three wells nearest the site. Data for-te��4 wells repo ded betwe en 970 to hne.1006 indicate the peak- groundWatetelevatio . n ranged. between 21.3 feet to.40.4.filet below ground surface, It should 1.v ',noted- that these measurements were taken at wells a half mile or moredistance from the site. Soil survey of Ada County area, Idaho (Collet 1980), does not indicate any water close to the Fine an Loam 0 the site. Soil ground surface for the Elijah Silt Loam and TindahaY F Sandy am soils at S properties associated with Elijah Silt Loam and:TM'dahay. Fine Sandy Lo4M SOS are typically .formed in mixed drainage. ways*. however, the only drainage way appears to be Snider Lateral. American Geotechnics Meridian G4eWayC.onimqrcW Subdivhs'lon Meridian, Idaho Project No, 07B-G.1 469 January 15.,2007 Pap 7 A M E R I C A, N TECHNICS Thus, groundwater levels . may fluctuate seasonally in response -to precipitation, Land use.. irrigation: ion and other factors including geographic location. Monitoring of groundwater fluctuation was .beyond the scope ,pf..'thisinvestigation ,.:Based on our investigation. And the: available- -data-, it is our opifixon,,th a. t .thHigh groundwater 156 approximately 30 feet below* e.- seasonal h uridw�fter elevation may existing- ground surface. Withi4 the: site boundary,. the PxiidOr LOf04is:unlined bpO- ditch.that most likely contributes i"prated .water into. the subsurface- soils "and` itay 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 segpnal irrigation Watet will be eliminated. 'Mus, it. is 6 qPmi n that by containing waters of the Snider Lateral in a pipe; the groundwater conditions at the site are suitable for constructing buildings having single=storcy basements.and elevator. shafts, We al4ro believe the: construction of subsurface infiltration facilifie9w.111. be feasible. American Geotechnics Meridian Gate -way Commercial Subdivision A M E R I C A N Meridian, MAP - Project No. 47B-G1469 January 15.; 2007 T E C H N I C S Page 8 4.0 CLOSURE 4.1 L6 tations 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 ola* 'my that this study was a cost -eAective method .to document the site 'soils` and .general .groundwater. elevation conditions. More detailed, focused, and/or thorough. investigations cat be conducted: Ftirthdr studies will tend td ."increase the level of assurance; howevet, :such efforts wilt result.1a increased costs, if the Client wiisties to reduces the uncertainties beyond the level associated with ibis study, American Geotechncs should be: contacted for additional consultation. "floe soils data used: in the preparation of this report were obtained:from4he field explorations made for this investigation.. It is po. ible: that wanat ons in _soils exist between the paints explored. The nature -and extent ofsol variations may not be evident until construction occurs. if any sail conditions are encountered at this site that differ from those described in this report, our firm should be. immediately notitied.so that we may make any necessary:.revisions to our reeciinrneridatons: In addtionr if the scope of the proposed project, locations of structures,, or drainage and :irrigation conditions change from the description given.. in this report, our firr should be: notified. The observations made in this report are based on the-astoinption that an adequate :gebtechnical program including testing,. observation, and engineering consultation veill be made prior to and during construction to verify compHafi0*th the report fuzdings 'prepare adequate geotechnical field -exploration, laboratory testing, engineering analyses, recommendatioan ;, and reporting and identiffy appropriate construction conditions. The observation and testing: of'subsurface soils. speeifie to building ooniditions 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 Geotechnies' responsibility for any potential. claims;that may arise during or after construction. American Geotechnics Meridian Gateway Corhmercial Subdivision Meridian, Idaho Project No. 07B-G1469 January B, 2007 Page 9 A M E R I ( A N T E C H N I C S 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,%-,ritten., No warranty, express oriinpljied, is made. This report, may. be used only by the Client. and for the purposes stated,Within a reasonable time from.. is Land use, site conditions (both on;. and off --site), :or other factors'Including advances m"mans u.nderstanding:,.!of-.appliO.science may change over time and could materially :affect our finding. Therefore,. this report should not be relied upon. afto 24;months: from its.. IOT issue..Amer G if the project is delayed 'b' more than 24. months ;can eotechnic*s should be: dl d y mo from the date of this report so_ that. a review of site conditions can be made, and recommendations revvised�, if appropriate. Itis the CLIFINVS responsibility . ility to.. see that all parties to the project, including the designer, contractor,stibe-o n!(='t6' of The:use of use rst dtd�i ,.are made A this report iia its entirety P. information contained in this report for bidding' pigpo s*e-s should Isd done at the C6ntraiatbes option and risk- Any party other than the Client who wishes tovse this report.shall notify American Geotechnics of such intended; use, by executing the "Application for Authorization to Us- . hich f appendix.. Based on the intended use of the report, e'.� ollows this document as an appen L ,American.Geotechnics.Inay require that additional work be performed and that an updated report be issued. Non-complianco with any of . theserequirements by:tic Client or anyone else will release American Geotechnics from any liability resulting -from, the use of this report lay any unauthorized party; 4.2 Review of Pla.0.9 and. Specifications American Geotechnics requests the.opportunity t6review the finalplansand specifications for this.projoct to determine if the final design-complics with this report prior tosubmittal to review agencies. - American Geotechnics Meridian Gateway Commercial Subdivi ision A M E R I C A N -I Meridian, Idaho, *04 Project No. 07B-G1469 T E H N I C S "PIE"IX A VICINITY MAP BORING LOCATION MAP SITE PHOTO$ American Geotechnics Meridian Gateway Commercial Subdivision Meridian, Idaho Project No. 0-1, B-G 14 69 LOG OF EXPLORATION American Geotechnics AMR#BAN I E C H N I C S A A I t .1 C A N Meridian GatewAy. Corninercial Subdivision Meridian, IdAo T E C H K I C S Project No. 07B-GI 469 General Legend . and Notes for Logs of Exploration SYMBOL DESCRIPTION 13.0 Small -volume bag sample BK Largo -volume bulk sample' SS 'Standard split -spoon sample (reference ASTM D i 06) Oss Oversized split -spoon sample withan outside diameter.of 3 inches. BIOW counts are not -corrected to N-Values unless noted separately on the logs ST Thin walled (Shelby) tut sample With an inside diameter: of 2.88 iftc.'es unless otherwise noted on the logs (reference AgTM,D 1587) PT Piston tube sample with an inside tube diameter. of 2,88 inches unless otherwise noted on the logs (reference A9TM D'I 597) RS Ring-sampk with aA inside diarneterof 242 inches unless otherwise noted on the, logs, (reference ASTM D 3550) CR Core barrel sample (referqn0e'ASTM D-*2'1 13) barrel '. .. - - I (0 Water content LL Lijuid Limit PL Plastic Limit PI, Plasticity index EZ Indicates the. measured groundwater level Note., L Soil sampks recovered were identified., described, ;and classifedin the field using ASTM D 2488 (Unified Soil Classification System) as a guide. American Geotechnics Page 2 of 2 (208) 850-4926 FAX (208) 939-8602 1/16/2007 LL-<50 ASTM D►2487 Soils Classification Chart GROUP SYMBOL GROUP (NAME c`]0'hpl�x3)p,2QQ c15".eplmz.xvmYOJ um day 15 : ptua No, 200 %sand z %StaW Lean Clay with Sand CIL %Sand c%grovel —+"- Lean Clair with Gravel �.+� `i saitA:2 .gravel" c 13•y gmvtti �-^^---w- Sendk Lepi{ C'bu„f 21 . gravel^-^^----!- Sandy Lean C1nY with Gmyil X sana %' 111 < 1 S : gave) G:avelly.txan cutY L13lagraYe7'�= 6:avelty�.mn:CLtYMi:hSard c 3D%FlueN. O. WO, -�1 4-t3%phi Xp. m, Sdry Clay S - 29% plus N6. s' S5 atnd z 4S gruel —� Sdty CFav :avtUt Sand t3,Pl s ,na plays —.•- a L-MG x Sand e x gticvt:l. •—••. sot} eFay; w,.h Cri'avd 0 0i Awe"A' One X sand :goer;,. c iSli Sn�1 Sandy Si kv Cixy . .]4?i.:litus t,`e2'..t!):�i yraval,�—•- SmAy $ihy Clay ailn rua+rdi and as6,gmwd < 15*4 Era vr------'- G:artftySi!"-ploy ' a 15'iG gnie7. - Gmvdig $:lur (lav xan`ih.Sand <jdYs.ptiiEltlo..'.00. <1.55£plus)to:.200 silt 15 • 29%- pith N+9: 200 - Y. sand z %gro,,r!1.-- Sib with Sam Pl<Aorp.IM - —= !4 L Ksandc%gn;Xt Sift arch0%a%w belnair•A" fiitrtA aod2 X grim Saadv sot.:.. 2;3Q°.v pltishlo.mo- . aIs%snsel.--+.- Sandy Sdt wari Cbav[3 4."0umj''* -Cl�gmvel� "Sift L I$%gravel ► Gmva)tySiltvvithSand (/'LL.ovxrdraxd OwIda` <p,75 ` OL 1;-aatdriad fff �-: SFe below 430#:ptas;3ao'2otl cImplus-'a:3©p. Fat City . ''+.. as.'o"99G diui'w. _-vo — Z % Sand i' % g"'d -o - Pat C4g�?yi:ks"d. tfpiosonor --� CH 14sapde��grinel.Farimit riihGavel aimaws'A".lino �rsa�; rvel. 4livigraVal ,—•• sandyFa[. by 23c%plus iti*206 ;Ifi%sravo Sandy Fat, Clayw+thGravd iautd';%sm'i <ISSG,gasel--a► GravellyfatClay 1-8tt 215%v2vti--^----+r- 0mvelly Fitt Clay wm Sand <30S:p1'us`)p,2Qp:�<15�.ylus�a'.T0` Etatac.Slh- 1! . ^44S plus �a 206 '"';ZZ S4 sand'a4e gn[iel r Elvt6a Site with Sand K p)dz below ^ ., MH' U Saud c'ys gmgi,—rt 87as" Silt ivnh Oavd "A' Gne yi sand2 R govel -c—+� 3 J S grovel +" Sandy Mftuib Silt ' 8'f5Y.gaviC-^--- Sandy E)azrie Sxlt with: Gtnwef. %and'<%gravel 1--+!-";iAgravel--.-Grt"AkElastic 5ih: +• 2 0-A eravtl +- Gmvolly:Elastta kill Witlt yard [-L-Fuendeled .. Qrgaoic c0'S •- OH Seebelaw. LL -:w:, dried :.«pius'aha�:20ti � <t54i.plas'tp 2Ca" Organtc.Clay 13 7?94: phs No.?ttp: %sa od i gravel --aa- Organic Claywithuw % $and c % gmtw Nan. Clat• With CMVI PI 2 a and ptos_on %hand P:' gmml --,,,,_ z <15S$ r."I - 9aady Orgamv Clay m above xt" fins .. 't30R, pIus do 200 "'"w• 215Yi gravel — Saady 0--& c Ctay v * Cmal !asanII<�agra�d-c^^^�-<15'kgmvet Grtvell?�fJagafpirC.lxy k1$%l;ra sl--- Gmrelly(SrganicCdpy sitkSand 41'` c3C'Y.`plus tip.?.00 �r34iphsNp:_'W _ OrpautSilt 13-294p1u:ti6.200 %gndtt.giay�21 - Qrm xsilt "bSand fi.tend <�}:.gsave'c'--+�- Oryaaic $ill lritk Gratx� .. PI < 9 or plots. a.6 Sand z i%vmkii < 1514 ravel Smily Otg"k Silt below ""line 2364plus%'200 °a•ais%gavel �-sandy orW- ioSiltwihGmvel %.mdcesgmvel<15%gravelGravellyorganicSilt a Is%_Mvel Gnvelty'lonanic Silt with Sam <309a.ptus.tia 200 <i5%plus vo :03Qrgsaa:Clay Is .294 plus Wo. 2M % Sand 2 %it" --•:+ Oil;Sam Clay +with -Simi. S4 sand 5?hs g avd Gtgattie claywith oma el ?1 z 4 and pots cn / 5. sand:2.t gtawj " i i 5!4 tmrel . —= Sandy Orgaare Clay ar above "A`I•se �-r i3CteF 9tni Yp'A0 < 2: trud. - Sandy Osgank. Claywith OMW lisandc44gmwel <15 <tmtxl Cnavo.IlyOrganicClay. 2153ismvnl- GmvcllYQrBatiieCiay;niihSand 014 - <3014 plus Aa lO@ I;zz IC ISY. oTpnk. Sift. t.5.-29Siplusfia2W %sandz%gasel.10-QrgameSilt withySand %smd <%wn,- -r Otgamc jtltgyttt V Stet t Flom below Si"sand.z e: gm+ro) t.)5 : gravel — SandyD7+aroe Silt `A` lme - ► 2: R%.plus:Ua 200 z 135: gmrtt Sandy Orgavc S:it w%th Gravel i'asand<?R!3vel <15S4.gattl GrawellyOrgarimSilt 2d5%&M-4— GM'PJIFOrtanieSltwith 5and ASTM D2487 Soils CIassifeation Chart (coat.) GROUP SYMBOL GROUP NA Tk 0sand - — 213% saetd.—+- Well Graded 0-.,,.t 1Yel[ Gnded'Gmve1 f d <d attd er l>Cn3 GP < 1$% utd —+� eith.Sard Po0sty Gtadad cm".l F 215%mw Poorly Goaded Cwnvei vs tiSand fr-a 1«t[. of M .—r ""' GiW-GA -- -- -�- lkeli.Gredad GravEtmth Sift 2isollsCa!! k15? SV4.." P-�ketliiradadGravetwnkS taedSand GRiYEL feet 4YtlrCFI, GVV-GC* tl5°Kfud--^ wdiGradedCorralwt9t.Ctay sf'grw > 542%flocs - +• ; t$%sand —a+- dl GntlaQ G�ave1 with Clnyand Sand s. sxnd %nu 4t4omatti:: ............... +•• C.P.G �1 <15 saad---a•- Poatly GrededCravelwichSr7i " 2l'54=:d Pwly G aded Cw" will[ Silt and Send f4to- CLjaT cx ---+- GP -GC ' < l 5% sum P604- Graded C"% a loth star 21SYasbnQ—+' goody. 'ado acmrVlwhhClayadaSafid liigrs,� 1Sa; uc A4i, —► GM_ —=s�- t 15%9.a,W!=---a.• 1'•`�a► Slaty Grovel �„r�...- Y 33Si sintl---=----e�-• Slaty Gnval Sviih 4tcni( > 12%Rnei fines-'CL w,Cfi—E . "•"^�.."�`''''�--�_ GC ---+•- c 15gsYami aytyGnvel z15Yis t, i.-- Clayey. (aravetuithsend GC.G,M < 1S5easnd: - -r. Salty; Ct YeY Cxa el .. 215S:3and -- Sif*vCl6YryGm el Will,5.0 <SKfinec Cuz6anRtsCacl Sir r-<lSst'cgtaysi-- "`--^-••. 4LellMedidSuid Cucb°and'ara>La>3. _ _�_.. . ... 2 ! 5 h grass(—e•• <7Y• ovt7.------•r - ._,----►. Sp �SaLI Ckaded Sang wtJka Gray PnoraY'ChadedSand S1S�igrarot PaotfpGmda75' WM(bGrav$ .. 5?es= hR,or�IIi------= CY. band.ifies3 $w.SM F sla5y.g .....-.....� ifsN B*a vel—�- well &Adedsw mihsiji a WcllQ* S%aviihSIleendGrovcd SAID Fes = CL or C€1- —+� .� -.SC < 159. gmvel—=- Well Graded Sand w4th Clay Y.sandt ..._._......5•ff!bfines 2.13atrgmve1 •a► Wen Goaded .Send .vidsCloy mdGfassel ;.'gravel fin� ML or 5QH Cu'4'baado['1aCc>3' —w.- SP-SM < 15%ktaYxl— 213%gravel Pwrlypraded Sand w:th Silt -PaoftGrid edSand io SOfand Gravxl fines = CL or CM ` SP-SE s iS% Graded S nd �rth Clay, Poorly Gm6d Sand with Ctay aint;Gravel ._ __....r-►-fi7ias= oc3NFt.—.: ',.1'f T--`�-"'zf'5%gravel- S#q.Sim gravel' witlibravet a t'li lei - f nus a CC ar CH Sc - L-- ^- '- 4 t5't µ uel.- - r. ClweY S►nd _ -� Con cy Sand wA Gravel "` fines=C1:3d1:--a.- �G-r�� -.. �--°s- c ISj4�ca+rel—+- "'"ei'• 5r3iy:Ctayel5and 215%.gra111 — Sdry.'C'.lav4 Sand wit.b Gravel 0 10 16 m 30 40 so. w 70 :80 90 1w 110 LIQUID LIMIT.(LL) PROJECT: SE Corner of Franklin and Eagle Road L,OCAT1ON: Maridian, Idaho DATE OF DRILLING;. January 10, 2007 LOGGED BY: A. Lyman DRILLING METHOD: Hollow Stern Auger WATER LEVEL: None Encountered on 1/10/07 ELEVATION -NA OBSEVATION WELL NO. B-1 A M E R 1 C A N re;.4 TECHNICS ^, v SAMPLE o: -t z ,7 z DESCRIPTION REMARKS > 0 14 inch diameter PVC �• Silt (ML)- observation well installed to 16,2 ( About 900/a low plasticity fines; about 16% fine to coarse sand; feet. Top of well sickup about 0.5 medium dense; moist; dark browm feet PVC cap placed over top of well, Soil strongly cemented (caliehe) Sand} Silt (,ML)- at 1.5. feet About 60%c low plasticity fines; about 20%o hard subrounded 3 •' gravel to�3"; a " ga, bout:201 fine to coarse sand; medium dense;. very strop cemented; moist tan. :: ••:• Poorly Graded Sand with Gravel and Cobbles (SP)- = . .• �, About50%o fine to coarse sand; about 45%hard subrounded _'> i'; • gravel to 3"; about"fQ IoY plasticity Panes; about l 5%hard subrounded cobbles by volume to 8"; dense; moist; light tan. 6 + ;. Soil very den"se at 7.5 feet Auger refusal at 7.5 feet. Use sampler to break cobbles and continue drilling, Very difficult drilling from 7.5 feet to bottom o hole. Xr� , 12 • Y:R t•. f4;•• ls- Bottom of observation well at 16. SS 3`, 2 feet: Backfi€,led hole around .s<` .x: observation well with 1$ cuttings: SS-4 Bottom of hole at 20.5 feet. 21 No groundwater encountered on 1f 10/06. PROJECT NO, 078=G1469 PAGE 1 of i OBSERVATION WELL No. 8-1 Meridian Gateway Subdivision. Commercial Meridian, Idaho Projeet No. 07B-G 14.69 APPENDIX C A M E R I C A N AAAr, , 1 E: C H N I C S -IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGME ' RINGREPORT APPLICATION' FOR AUTHORIZATION TO HO USE American Geotechnics iViiire construction problems are caused by site subsurface :conditions- than any other factor: As troublesome as subsurface. p b lens: can be; their frequency and extent have been lessened Wnsiderably in recent years, due in large measure to programs and publications of A.SFE/The Association ofEngineeering Firfris ;Practicing in the Geosc the. following suggestions and. observations. are offered: to help y04 reduce the geotechnical-related delays, cost averrurt: .and other costly headaches thatcan occur'durrng;a construction project. A GE6TEC-HNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT., SlE'ECIFIC FACTORS A geotechnicat engineering reportis based `on a s0 rface expl9r4tf9;1,p1a11 designed to incorporate a- unique set, of project specific factors: These typically include; the general :nature of the structure Inv 04, its-siie and configuration;. the locution 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. he 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 colisulting geotechnical. engineer indicates otherwise, amour geotechnical engineering report should not lie used - When the. nature of the proposed structure:is changed, for example, if an. office building win be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an, unmki$erated one; • When the size Of configuration of the proposed structure. is. altered; • When the location or orientation of the proposed structure Js modified; * When there is a change of ownership; or * For application to an.adjacent. site. Geotechnical engineers cannot accept responsibility for Pf0blems which may dei�elop if they are not consulted sifter factors considered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those. points where samples are: taken; when they a.re taken, Data derided through sampling and .subsequent laboratory testing are extrapolated by geotechnical engineers who then rendeir an opri ism about overall subsurface conditions, their likely reaction to proposed construction activity, and appioptiate foundation design- Even under opt' Imal .circumstances actual conditions may. differ from those inferred to exist; because no _geotechnical engineer, no matter how,qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is .hidden by earth, rock and time. The. actual` in between matertals may, be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled: may differ from predictions, Nothing can be done to prevent the unanticipated, but stepscan betaken to help minimize their impact: For this reason, most experienced owners retain their geotechnical consultants through the construction stage, to identify variances, conduct additional tests which may -be needed, and to recommend solutions to problems encountered on site. SPBSURFACE CONDITION$ CAN CHANGE subsurface. conditions may be modified by constantly -changing natural forces. Because a geotechnical engineering: report is based: tin conditions which existed at the time of subsurface exploration; tons truction decisions should not be based .on 'a geotechnical engineering report` whose. adequacy may have been affected Zy time. Speak with the geotechnical eonsu[tant tolearn if additional tests are : advisable before construction starts. Construction operations at or adj`acentWo 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. 1 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 tna} .not be adequate for aconstruction 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 6theY persons for any purpose, of by the client far a differentpurpose, may result in problems, i4lo individual other than :the client Should apply th%s report for tjq intended purpose W .1 ut first conferring with the geotechntcat engineers A' ,,Berson should apply this report for aq purpose other than that:originatly contemplated w thout)rst eonferring with the geoteclznical engineer; A GEOTECHNICAL:ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when oilier design professionals develop their plans based on misinterptetatitrns of a geotechnical engineering report. To help avoid" these problems, the geotechnical engineer should be retained to u%ork with other appropriate ;design professionals to explain relevant.geotechnical findings and to review the adequacy, of their plans and specifcatioris relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final baring logs are .developeed by geotechnical engineers based 'upon their interpretation of field. logs. (assembled by site perssinnel) and laboistary evaluation :of f eld samples, Only final boring .logs customarily are included in geotechnical engineering reports. These logs should not .utader 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 passibility. 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 tog mtsinterpretatioin, give contractors. ready accessto the complete geotechnical engineering :report .prepared or authorized for their use. Those who do not provide such access may proceed under tile. mistaken impression. that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability, Providing the best' available inforinat on to contractors, helps prevent costly construction. problems and the- adversarial attitudes zvtich: aggr4vate there tO disproportionate scale: READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is. based extensively on ,judgment and opinion, it is fat..less exact than. other design disciplines. This situation .has resultedin wholly. unwarranted claims being. lodged against geotechnical consultants. To help Prevent this problems geotechnicat 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 geQtechnieal. i,Apneers' responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate: action. $ome.of these definitive clauses are likely to appear 'in your geotechnical engineering report; and: you are: encouraged to read them closely. Your geotechnical engineer vvi1I be pleased to give full arid. frank answers to:your questions; OTHER STEPS YOU CAN TAKE TQ REDUCE RISK Your consulting geotechnical engineer will be pleased to. discuss, other techniques which can be employed to mitigate risk. In addition, ASI+E. has developed a. variety of materials which may be. beneficial. Contact.ASFF, for a .complimentary copy of its publications directory; Published by ASFE (The Association. ofEngineeringFirms Practicing in the Geosciences) S51 I Colesville RoadlSutte Gl05ISiIver Spring, Maryland 209I0 3U21555-2733 Meridian Gateway Commercial Subdivision A M E 9 I{ A N Meridian; Idah o r, ' 01r; :1 Project No.. M-76 1469 A'Al ko� T E C. H j I C S Note: This repoft is prepared* solely for the use, of our client and our client's consultants.in relation to the Project described herein. Other parties shall not utilize . ize this report Without the4ritte fipoirnisgionof Arridrican Geotechnics. APPLICATION FOR AUTHORIZA ITMN T 0 U$E AND COPY TO; American Geotechnics. Inc. 526,0 Chinden Blvd; gois&i. IdafiG 84714 FROM: :your: company) ,your naraq And title) (your telephone) (your fix) RE: (Report Titb-%, Project Name, and Site Location) American Geotec6ics Report No. Report date TO American. Geotechoics,- Inc: Applicant understands and agrees, that the use thp 100enced report. v - ou permission from American . Oeo2 tephnics,"Inq. releases American awtechnks.trayon in. an '.Ji)..C�*.0mvPYG liability A arise from use.ofthis report. PP 'Cant recognize's that American Ge*tecbnics, jnc is the:copyr ight owner of this docume nt. Applicant agrees that unauthorized Use or copying'qf thereferencedreporT krthe,subject site is.stricftyprobibited wit . h6ut.the-express written pennissi.on 0.f American Geotechn* Ics, inc: .Applicant agrees to accept thecontractual terms and conditions between American Geotechnic.Inc.a A nd, ft client i t listed in the referenced .report a"riginallynegotiated for the work. (your signature) (your ti"P) (date) Statenteh1fram American Geotechnict, Inc. P0 - Py aPproved: fdr re -use, after payment of a fdeof S. t&Aimican G�-dtdchnics, Inc. DisapproVed. This report needs to be updated by American *Geoteclmks Inc.. American'G-eotInc Date: American Geotechnics