The URL can be used to link to this page

Home My WebLink AboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST' Project Name: Emerson Park Commercial Contact Name: Richard Kindler Date Received from Planning and Zoning Department: Planning and Zoning Level: ❑X Transmittals to agencies and others: File No. Phone: PP 07-014 323-2288 August 6, 2007 Hearing Date: September 6, 2007 August 7, 2007 ❑X Notice to newspaper with publish dates: 20-Aug-07 and J3-Sep-07 ❑ Certifieds to property owners:O�gd, ❑ Planning and Zoning Commission Recommendation: Approve ❑ Deny Notes: City Council Level: Hearing Date: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: and ❑ Certifieds to property owners: 7)�� stir Q ❑ City Council Action: ❑ Approve ❑ Deny ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: CYiGnal Pes/Copy /CWY °" Cart MnuleOook Approved by Council: Copy Rrs/Copy Cart City Clad, er Ciy Flamer C,WPwr8 Copies Disbursed: �� - 2� _ CiNAlbmey 3eProjecodfiers Project File Deputy Clark ❑ Findings Recorded nal Cei °°p C0Mly;PJ"`) Ada County (CPUs) Applicant (non -CPAs) Development Agreement: Ringinepinal Dr'n'�`"' QiMnuiebook Cop —in City Clerk ❑ Sent for signatures: Slarer.Md° .. srala rrea�.,rerAparor. nor slartnp Conners ❑ Signed by all parties: 1A A City Alromey City Engineer City Planner ❑ Approved by Council: Protect a PpD.P (Cl.rl,, Deputy Clark Recorded: ❑ , Findnps / Orders: Copinat. Applicook Copies Disbursed: ❑ ant Cop—: Applicant : Project file City Engineer City Planner Ordinance No. Resolution No. °'yA'Cem lFl R.p°ra Vacaftwc,d.n Finan,w ❑ Approved by Council: R.°.rdsd D-M-pment Apre.... w: Corynal Fireproof File Copies N:AyPncmt Recorded: Deadline: 10 days ❑ Pralect nla cityE near City Planner Published in newspaper: ❑ Ciy ARomey DeP"NClak ❑ Copies Disbursed: Notes: S CITY OF CMG'YIUII.EYI TRANSMITTALS TO AGENCIES FOR COMMENTS ON IDAHO �EVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN TyF Ce"TFRNM.Tne\S,Rev�Y l,To insure that your comments and recommendations will be considered by I bmit our MAYOR Tammy de Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree David Zaremba 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 the Meridian Planning and Zoning Commission p ease su y comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: August 30, 2007 Transmittal Date: August 7, 2007 File No.: PP 07-014 Hearing Date: September 6, 2007 Request: Public Hearing - Preliminary Plat approval for 34 commercial / retail building lots and 1 common lot on 17.84 acres within the C-G zone for Emerson Park Commercial By: Kuna Victory, LLC Location of Property or Project: 2910 and 3030 S. Meridian Road and 110 E. Victory Road 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) Vni it r nnrica Ramark_ ' 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/PPonly) 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 New York Irrigation District Boise-Kuna Irrigation District CITY FALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433 CITY CLERK- FAX 888-4218 FINANCE & UTILITY BILLING -FAX 887-4813 MAYOR'S OFFICE -FAX 884-8119 Printed on recycled paper 9 'Pf'YOF ��IFf G'Y1�1�J7� TRANSMITTALS TO AGENCIES FOR COMMENTS ON InaHo �pEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN rREASURF'J`\' x ,,To insure that your comments and recommendations will be considered by '7 C sn lease submit our MAYOR Tammy de Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree David Zaremba 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 the Meridian Planning and oning ommis i p y comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: August 30, 2007 Transmittal Date: August 7, 2007 File No.: PP 07-014 Hearing Date: September 6, 2007 Request: Public Hearing - Preliminary Plat approval for 34 commercial / retail building lots and 1 common lot on 17.84 acres within the C-G zone for Emerson Park Commercial By: Kuna Victory, LLC Location of Property or Project: 110 E. Victory Road 2910 and 3030 S. Meridian Road and 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 ,�z Sewer Department Sanitary Services(No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer �6 City Planner Parks Department Economic Dev. (CUP only) Your Concise Remarks: . Meridian School District (No FP) - Meridian Post Office(FP/PP only) X 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 New York Irrigation District _,oise-Kuna Irrigation District CITY HALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433 CITY CLERK -FAX 888-4218 FINANCE & UTILITY BILLING -FAX 887-4813 MAYOR'S OFFICE -FAX 884-8119 Printed on recycled paper Planning Department REVIEW APPLICATION COMMISSION & COLTNCIL 'rope of Review Requested (check all that apply) 0 :alternative Compliance 0 Annexation and Zoninz • Comprehensive Plan Map Amendment • Comprehensive Plan Text Amendment • Conditional L' e Permit • Conditional Use Permit Modification • Design Review • Final Plat 0 Final Plat IN'lodification 0 Planned (Jnit Development X Preliminary Plat 0 Private Street 11 Rezone El Time Extension (Commission or Council) 11 UDC, Text Amendment 0 Vacation (Council) Cl Variance 0 Other STAFF USE LNLY: File number(s): Project name: e �_Pt! i Date filed: I/ " -ate complete: Assigned Planner: Related files: A 05 .- ZM, C U 0 - t5 -t, I I PEP- i,3 - LL+A_hU -,I Hearing date: Commission 0 Council Applicant Information Applicant name: Kuna VicioLv_I t t Phone: 429_-9596 Applicant address: P.0. Box 2020 Boise. ID Zip: $3701 Applicant's interest in propert- y: X Own Cl Rent 0 Optioned C1 Other Owner name: Kuna Victory. LLC and Tim Mussell Owner address:.,R.O. 20 9p 2.0, Boise. ID and 3800..S. Meridian Road. Meridian. Id Zip: 83701 and 33,642 .x,-- Agent name (e.g.. architect, engineer. developer. representative): Richard Kinder Firm riame. roothman-Orton Engineering ("o. Phone: 323-2288 . .... Address: _97 -1-,..W, Chinden Boulevard Boise. ID Zip:,,5_-3714 Primary: contact is: 0 Applicant 0 Owner X Agent 0 Other Contact name: Richard Kinder Phone: 3232288 . .. ... E-mail: rk-inderuhloenarco.corn Fax: 323-23.99 Subject Property Information Locationistreet address* 2910 & _',030S,_,MeridianRoad and I Assessor's parcel numbeqs); 25915720040_ Township, range. section: ,T'-;N, RIE. Sec_19 Fotaf acreat-le: 17.84 Current 'and use: tight industrial, Current zonina district: C45 660 E, watcrtowcr Lune. suite 202 * N4eridian. Idaho $3642 Phone. (208)384,593 * Facsimile: t208)888-6854 a Website:'%Vww.ineridi,'RcitY,Org 1 7, tl G -- C C,,- Project Description ProjeCU"SUbdi vision name: Emerson Park Subdivision General description of proposed prqject/request: Re -subdivision of Lots I 21 and 4 of Block I of the Mussell Corner Subdivision into 34 buildable lots with internal roads and landscaping. Proposed zoning district(s): C-G (no change) Acres of each zone proposed: 17.85 Type of use proposed (check all that apply): n Residential X Commercial X Office X Industrial X Other Retail. Service Amenities provided Nviih this development (if applicable): "park -like" Setting c onsisting of Dond, sitting areatrees Who will own & maintain the pressurized irrigation system in this development? Devel9prnent Association Which irrigation district does this property lie within? Nampa -.Meridian Irrigation Primary irri.-ation source:,. Kennedy Lateral Secondary; Square footage of landscaped arm to be irrigated (if primary or secondary point ofconnection is City watery _N/A Residential Project Summary (if applicable) Number of residential units: Number of buildin- lots: Number of common and/or other lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: 2 or more Bedrooms: Minimum square footage of structure(s) (excl. garage): Proposed building, l eight: . .... . .......... . Minimum property size 00: Average property size (s.f): Gross density (DLI/acre-total land): Net density (Dijia=-excluding roads & alleys): — Percentage of open space provided: Percentage of useable open space: 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: 0 Single-family 0 Townhomes 0 Duplexes Cl Multi -family 1( - Non-residential Project Summary (if applicable) Number of budding lots: 34 ea - Other lots: I ea Gross floor area proposed: 150,000 — 160,000sf Existing (if applicable): 20.600sf Hours of operation (days and hours): no restrictions..03er Development. Agmt) Buildine height: max 65' fRer code) Percentage of siteiprqject devoted to the following: Landscaping: 176 Building: 21",,,.) Paving: Internal Roads 9%: Parking _1 20',, Totai number of employees: N/A Maximum number of -employees at any one time: NIA Number and ages of studentschildren(if applicable): NiA Seating capacitv: N/A Total number of parking spaces provided:_N�jA Number of compact spaces provided: VA Authorization Print applicant name: Applicant signature. - Date'. --!It! 660 E, Watertower Lan. e 202 - ge'ridiaadabo 83642 Phone: (208) 984-c5533 * Facsirmij."fill() g88-6Vebsite: www,rneridiancity.org Rev. W'21106) L Z��j TOOTHMAN-ORTON ENGINEERING COMPANY CONSULTING ENGINEERS, SURVEYORS AND PLANNERS 9777 CHINDEN BOULEVARD BOISE, IDAHO 83714-2008 208-323-2288 • FAX 208-323-2399 July 13, 2007 boise@toengrco.com City of Meridian City Planning Department 660 E. Watertower Lane Suite 202 Meridian, Idaho 83642 Subject: Emerson Park Subdivision RE: Preliminary Plat Application To whom it may concern: On behalf of Kuna Victory, LLC, we are pleased to submit the enclosed Preliminary Plat Application for the Emerson Park Subdivision. The Application contains all required information per the City of Meridian application and checklist, and information and documentation as required by the respective checklists. We have made every effort to address the requirements of the Meridian Subdivision Ordinance for the design of this project and application. We will promptly address any comments, questions, or requests relating to this application upon notice. Thank you for considering our Application and feel free to give me a call with any questions. Sincerely, TOOTHMAN-ORTON ENGINEERING COMPANY Richard C. Kinder, PE Project Manager BOISE • COEUR d'ALENE • CALDWELL EMERSON PARK SUBDIVISION Preliminary Plat Narrative July 11, 2007, Revised July 16, 2007 Project Description The proposed Emerson Park Subdivision is a re -subdivision of Lots 1, 2 and 4, Block 1 of the Mussell Corner Subdivision, located at the northeast corner of Kuna-Meridian Road (SH69) and Victory Road. The development area comprises of 17.85 acres. The intent of the development is to divide the subject property into reasonable sized lots for individual or multiple sales, to facilitate light industrial, commercial, retail and service markets. A concept plan showing potential layout of buildings and parking areas is provided within the application. The plan is conceptual in nature and intended to demonstrate the flexibility with individual or multiple lot sales, specifically related to building sizes, parking areas, and access. Background The City of Meridian City Council approved the annexation, zoning (C-G) and final plat of the Mussell Corner Subdivision on July 20, 2004 (case no. AZ-03-038). A Development Agreement was approved on November 23, 2004 (instrument #104153422) and amended on September 14, 2006 (instrument #106155843). Zoning The current C-G (General Retail and Service Commercial) zoning will remain the same. The development will meet all current zoning codes. Variance The proposed development will meet current ordinance and a variance is not required. Building and Common Lots The development consists of 34 building lots and 1 common lot. The existing buildings located on lots BL1-22, BL2-7 and BL 2-8 of the proposed development will remain, at this time. The common lot consists of an existing pond, sitting area, and mature trees located in a central area to the proposed development. Planned Use The planned use for the development will conform to the permitted uses of the C-G Zoning, with the market tailored to light industrial, commercial, retail, and service. The development of future building and associated parking on individual or multiple lots will be submitted to the City of Meridian staff for review as appropriate. Access and Roadway System The primary access into the proposed development will be from Victory Road. An existing secondary access, consisting of a right -in, right -out is located on the Kuna-Meridian Road. This secondary access primarily serves Lot 3 of the Mussell Corner Subdivision (not part of this plat), Page 1 of 3 Emerson Park Subdivision — Narrative July 11, 2007, Revised July 16, 2007 and also serves Lots 1, 2 and 4 of the Mussell Corner Subdivision through an existing cross access agreement. The internal roadways will be public streets, meeting the requirements of City of Meridian and Ada County Highway District. The development will create a blanket cross access agreement to allow access to all proposed lots within the proposed development area. Sewer The City of Meridian Public Works is planning to construct a 27" diameter sewer trunk line, commonly referred to the Black Cat Trunk Line, from Overland to the intersection of Kuna- Meridian Road and Victory Road. We understand though conversations with the Meridian Public Works that this trunk line is designed and approved by DEQ and is anticipated to be completely constructed by the end of this year. Additionally, we understand that once this section of trunk line is constructed, the existing 8" sewer line located within Kuna-Meridian Road that currently serves the Mussell Corner Subdivision will have adequate capacity to serve the proposed development. The natural topography of the site slopes downward from the southeast to northwest direction. This natural slope is conducive to facilitate gravity flow to the existing 8" sewer line located within the Kuna-Meridian Road. Water Water service will be provided by the City of Meridian from existing 12" waterlines located within Victory Road and Kuna-Meridian Road. The development will provide a looped water system within the development to provide adequate service and fire flow. Storm Drain The development will provide on -site storm drain to capture the storm water created from internal roads. Each lot will be required to provide individual storm drain systems to retain all storm drain on their respective lot. Pressurized Irrigation The development will provide pressurized irrigation for the landscaped areas using the existing pumping system and pressurized irrigation lines from the Kennedy Lateral. Pressurized irrigation lines will be provided to all landscaped areas. Landscape and Open Space An existing landscaped buffer zone located along the Kuna-Meridian Road and Victory Road frontage will remain. Likewise, a common area consisting of existing of a pond, sitting area, and mature trees will remain. This common area is centrally located within the proposed development on lot BL2-7. The proposed development will provide a 10' wide landscape strip behind the sidewalk along the internal roads. The Kennedy Lateral provides a 55' wide buffer area between the proposed development and the Bitterbrush Point Subdivision located north of the property. Additionally, we understand the Bitterbrush Point Subdivision will create a Page 2 of 3 Emerson Park Subdivision — Narrative July 11, 2007, Revised July 16, 2007 common area adjacent to the Kennedy Lateral that will serve as an additional buffer zone. The proposed open space comprises of 1.10 acres, representing 6% of the total area. Pre -Application Meeting A Pre -Application was conducted with the City of Meridian staff on June 6, 2007. Neighborhood Meeting A Neighborhood Meeting was conducted at the development site on July 10, 2007. Financial Capability of Supporting Services The development will not create excessive additional requirements at public expense for public facilities and services. Services will be supported by property taxes and or fees paid directly to the service provider. Health, Safety, and Environmental Problems There are no health, safety, or environmental problems that currently exist or will exist as a result of this development that are known at this time. Page 3 of 3 I ILI 1 9 s opm flae e g �H a:P Y "Y c — +F----- -----------.-------- y san i IY� M i 110� t�D 0 D Bill M D i m Ewir x no-r r ioowraeui m� En rr 'a a srmi O M ewes am e = Brae r r0aa1 OF laa A CONCZPTUAL PLAN OF THE EjaMoN PARK SUBDItrISION aMMY, Lr-C -.�------- LEDGE EMOMe MROk 1r� CONCEPP Y BU DM 1 J C01IC[�11M1 ��0170 AaaHHltlf nd adragalm ifl till v a 0-"! HIM! ;R3- 1 11, n E p Pp a �./ n m u Out 111i I 1 1 8 A IN IZI Poi Lu LLI C.) 'U') z MH MIT X0 �r_ , �_ � .�a_ - as < r i_ � Y � � e@ - - - - - - - - - - - -- - - - - - - - -- - .: -- - — — — — — — — — — — — — — — — lie v01n=vw SOB 11001>*AaMA JW VD BOB MRWM 0 ANUM X 8 191WN N& V "MOM WM"AM AM CP -A UUUUU I . saw ....p «..o ,M • k� a 1 a t� sJ 00 I a >�ow aK s maa o a toast w m t t � f i t y �aa tocaaw�oa� a aoaar x � a� x m ww� wf�r J U MAIFIP-j. Building Elevations - Emerson Park Subdivision W r Building Elevations - Emerson Park Subdivision � BdgWgElevations- Emerson Par Subdivision Building Elevations - Emerson Park Subdivision bUliaing Elevations - Emerson Park Subdivision Emerson P.,c-.,,k Subdivision - Vicinity Map � 90 w `ram EDMONDS � � \ � HITEHALLWHITE W a LOG13ERS P SS LU 7GALVA 0�� o� VICTORY VICTORY VI z Q \ o ry w O DATA NO VERIFIED BY R" N SC.ai C ¢OCR Hearing Date: September 6, 2007 File No: PP-07-014 Project Name: Emerson Park Commercial Request: Preliminary Plat approval for 34 commercial / retail building lots and 1 common lot on 17.84 acres within the C-G zone, by Kuna Victory, LLC Location: 2910 / 3030 South Meridian Road and 110 East Victory Road (NEC of Meridian Road and Victory Road in the SW% SW'/4 of Section 19, Township 3 North, Range 1 East, B.M.) CEI-\TED AUG 0 6 2W7 City of Nleri&au City Clerk (M:t *1� lk-� TOOTHMAN-ORTON ENGINEERING COMPANY CONSULTING ENGINEERS, SURVEYORS AND PLANNERS Project No: 07068 Date: July 12, 2007 Page: 1 of 1 9777 CHINDEN BOULEVARD BOISE, IDAHO 83714-2008 208-323-2288 • FAX 208-323-2399 boise@toengrco.com EXHIBIT A LAND DESCRIPTION OF PROPOSED "EMERSON PARK SUBDIVISION" LOTS 1, 2, AND 4, BLOCK I OF MUSSELL CORNER SUBDIVISION, ACCORDING TO THE OFFICIAL PLAT THEREOF, FILED IN BOOK 95 OF PLATS AT PAGES 11624 THROUGH 11626, OFFICIAL RECORDS OF ADA COUNTY, IDAHO. CONTAINING: 17.85 acres, more or less. SUBJECT TO: All Covenants, Rights, Rights -of -Way, Easements of Record and any other Encumbrances. The property described herein should be in compliance with all applicable zoning regulations. Toothman-Orton Engineering Co. assumes no liabilitvfor current or future compliance with county or city zoning ordinances and/or restrictions. G:\07068\WPfi1es\Pre Plat\L.egal Description Using Sub Plat.doc I BOISE • COEUR d'ALENE • CALDWELL 0 ADA COUNTY RECORDER J. DAVID NAVARRO BOISE IDAHO 0577104 04:55 PM DEPUTY lonnieD-RE OberbVEST F 'II I'IIII`�"`II'�II�I,II'f'I'I`I'�II RECORDED -REQUEST OF Title ORD 104066564 AMOUNT 9.00 Order No.: A0426983 5't"/A�-F- WARRANTY DEED FOR VALUE RECEIVED, TIM J. MUSSELL and CAROL M. MUSSELL, husband and wife, the Grantors, do hereby grant, bargain sell and convey unto KUNA VICTORY, LLC, an Idaho limited liability company whose current address is PO Box 2020, Boise, ID 83701, the Grantee, the following described premises, in Ada County, Idaho, TO WIT: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR LEGAL DESCRIPTION TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantee, that they are the owners in fee simple of said premises; that they are free from all encumbrances EXCEPT: Subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility easements (if any) for the current year, which are not due and payable, and that Grantors will warrant and defend the same from all lawful claims whatsoever. Dated: May 0-7, 2004 TIVPMUSEL17— State of Idaho ) ss: County of Ada ) On this � day of May 2004, before me, the undersigned a Notary Public in and for said state personally appeared Tim J. Mussell and Carol M. Mussel[ known to me or proved to me on the basis of satisfactory evidence to be the persons whose names are subscribed to the within instrument and a knowledged to me that they executed the same. IN WZES7nREOF I have set my hand and official seal ga,Abp Jiate shown above. ^,n=rt�Pt3KL11j+�'Pe OC Notary Public C� lY o Commission Expires: ATE OQ,� N RsoF Ilk Anderson Survey Group.com'�;- EXHIBIT A LEGAL DESCRIPTION PARCEL 2 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 4 OF SECTION 19, TOWNSHIP 3 NORTH, RANGE 1 EAST, OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CON2v1ENCING AT A POINT MARKING THE SOUTHWEST CORNER OF SECTION 19, TOWNSHIP 3 NORTH, RANGE 1 EAST, OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 19 BEARS NORTH 00055'37" EAST A DISTANCE OF 2660.89 FEET; THENCE ALONG THE WEST LINE OF SAID SECTION I9 NORTH 00055'37" EAST A DISTANCE OF 641.06 FEET TO A POINT; THENCE LEAVING THE WEST LINE OF SAID SECTION 19 NORTH 89004'23" EAST A DISTANCE OF 60.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF MERIDIAN ROAD, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG THE- EAST RIGHT-OF-WAY LINE OF MERIDLAN ROAD NORTH 00055'37" EAST A DISTANCE OF 158.31 FEET TO A POINT; THENCE NORTH 02°00'09" EAST A DISTANCE OF 532.22 FEET TO A POINT; THENCE LEAVING THE EAST RIGHT- OF-WAY LINE OF MERIDIAN ROAD SOUTH 89059'45"EAST A DISTANCE OF 162.00 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 655.01 FEET; THENCE 427.18 FEET ALONG. THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 37°21'59' ; THE LONG CHORD OF WHICH BEARS SOUTH 30°48'25" EAST A DISTANCE OF 419.65 FEET; THENCE SOUTH 02°00'09" WEST A DISTANCE OF 329.88 FEET TO A POINT; THENCE SOUTH 89°59'31" WEST A DISTANCE OF 386.55 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 217,880 SQ. FT., OR 5.00 ACRES, MORE OR LESS. END OD DESCRIPTION PROJECT NO.04-144 May 21, 2004 CONTINUED L A 0 S H H Y E Y I H B S E.H Y I C I S I lf< RSrj Ar A > Anderson Survey Graup.Cam ®� EXHIBIT A — CONTINUED LEGAL DESCRIPTION PARCEL 3 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 4 OF SECTION 19, TOWNSHIP 3 NORTH, RANGE 1 EAST, OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT MARKING THE SOUTHWEST CORNER OF SECTION 19, TOWNSHIP 3 NORTH, RANGE I EAST, OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 19 BEARS NORTH 00055'37" EAST A DISTANCE OF 2660.89 FEET; THENCE ALONG THE WEST LINE OF SAID SECTION 19 NORTH 00055'37" EAST A DISTANCE OF 641.06 FEET TO A POINT; THENCE LEAVING THE WEST LINE OF SAID SECTION 19 NORTH 89°04'23" EAST A DISTANCE OF 60.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF MERIDIAN ROAD; THENCE LEAVING SAID WEST RIGHT-OF-WAY LINE NORTH 89059'31" EAST A DISTANCE OF 280.04 FEET TO A POINT MARKING THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89159'31" EAST A DISTANCE OF 106.51 FEET TO A POINT; THENCE NORTH 02°00'09" EAST A DISTANCE OF 329.88 FEET TO A POINT ON A CURVE TO THE LEFT, HAVING A RADIUS OF 655.01 FEET; THENCE 11.25 FEET ALONG THE ARC OF SAID CURVE T14ROUGH A CENTRAL ANGLE OF 00059'03", THE LONG CHORD OF WHICH BEARS SOUTH 49°58'56" EAST A DISTANCE OF 11.25 FEET; THENCE SOUTH 50°28'28" EAST A DISTANCE OF 558.77 FEET TO A POINT; THENCE SOUTH 53005'22" EAST A DISTANCE OF 285.31 FEET TO A POINT; THENCE SOUTH 00046'12" WEST A DISTANCE OF ,�� FEET TO A POINT ON THE NORTHERLY LINE OF A PARCEL CONVEYED TO THE ADA COUNTY HIGHWAY DISTRICT BY DEED INSTRUMENT NO. 100001399, RECORDS OF ADA COUNTY, IDAHO; THENCE SOUTH 89°59'08" WEST ALONG SAID NORTHERLY LINE, A DISTANCE OF 642.17 FEET TO A POINT; THENCE NORTH 00°55'37" EAST A DISTANCE OF 148.39 FEET TO A POINT; THENCE SOUTH 89*54'07" WEST A DISTANCE OF 147.99 FEET TO A POINT; THENCE NORTH 00'55'37" EAST A DISTANCE OF 443.87 FEET TO THE POINT OF BEGI NNING� SAID PARCEL CONTAINS 484,910 SQ. FT., OR 11.13 ACRES, MORE OR LESS. END OF DESCRIPTION PROJECT NO. 04-144 May 2l, 2004 A A N 0 S L R Y E Y.1 N 6 S E R. Y I C E S \16 c a ADA COIJh t C�RRER � QO 4 i.pR�15dN AT FEE-6—fDEPUTY 1999AU 1EE2uuPM 4: 12 990$ 045 FIRST AMERICAN QUITCLAIM DEED For Value Received Carol M. Mumell, who acquired title as Carol M. Flyna do hereby convey, release, remise and forever quit daim unto Tim J. Mussell and Carol M. Mussell, husband and wife, dba Victory Greens Nursery whose address is 100 E. Victory Road, Meridian, Idaho 83642 the following described premises, to -wit; - See legal description attached hereto and made a part hereof. together with their appurtenances. Dated: August 11, 1999 Caro —t STATE OF IDAHO ) ss. • COUNTY OF Ada ) On This 11th day of August, in the year 1999, before me, a Notary Public in and for said Statc, personally appeared Carol M. Mussel], Imown or identified to me to be the per whose ttame(s) is subscribed to the within Lrstnment, and acknowledged to me that she executed the same. PATTY I. CHUPP Notary c of ldaho t� NOTARY PUBLIC * Resid ng at Boise SAAT" IF !DAHO Commissonexpires; 5/08/2004 My Commisaien Expires 6-62ooC First American Title Company of Idaho FM EXHIBIT "A" All that portion of land lying south and West of the Kennedy Lateral in Lot 4 of Section 19, Township 3 North, Range 1 Bast of the Boise Meridian, Ada County, Idaho. LESS AND EXCEPTING THEREFROM THE FOLLOWING: A parcel of land being on the Easterly side of the centerline of State Highway No. 69, project No. 8R-Rs-3782(2) Highway survey as shown on the plans thereof now on file in the office of the Idaho Transportation Department Division of Highways, and being a portion of Government Lot 4 of section 19, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, described as followss Beginning at the southwest corner of Section 19, Township 3 North, Range 1 East, Boise Meridian; thence North 89.42109" East along the South line of said 8eotion 19, a distance of 360.0 feet to a point coincident with station 3+50 of the victory Road Survey as shown on the plans of said state Highway 69 Project No. 8R-R8-3762(2) Highway survey; thenoa North 0•17.51" West a distance of 25.0 feet to a point in the Northerly right of way line of existing victory Road and opposite station 3+60 of said Victory Road survey, thence North 87*06141" West a distance of 269.80 feet to a point that bears south 89*21129" East a distance of 90.0 feet from Station 391+42.11 of said Highway survey; thence North 44.49140" West a distance of 42.08 feet to a point in a line parallel with and 60.0 feet Easterly from the centerline and bears south 69.21129" East from Station 381+71.62 of said Highway Survey; thence North 0^38'31" East along said parallel line 722.39 feet to a point opposite station 369+00 of said Highway Survey; thence North 1143104" East a distance of 532.59 foot to a point in the North line of Government Lot 4 of said section 19; thence South 89.42t46" West along said North line a distance of 70.01 feet to a point in the West line of said section 19; thence South 0.38'31" West along said West line a distance of 1331.82 feet to the PLACE OF BEGINNING. ` ADA COUNTY RECORDER J, DAVi -nri0 AAIOUKT 6.00 2 COISE IDDEPUTYAHO Pali Thompson PM ill IlillllllllllI1111111111II[l111111 RECORDED —REQUEST OF 106069530 Ringert & Clark WARRANTY DEED Kuna Victory, LLC, an Idaho Limited Liability Company, hereinafter called "Grantor", whose address is P.O. Box 2020, Boise, Idaho 83701, hereby conveys, grants, bargains, sells and warrants to Nampa & Meridian Irrigation District whose address is 1503 First Street South, Nampa, Idaho 83651, hereinafter called "Grantee", the following described premises situated in Ada County, Idaho, to wit: See attached Exhibit A 1 TO HAVE AND TO HOLD, the said premises, with their appurtenances unto the said Grantee and to the Grantee's successors and assigns forever, and the Grantor does hereby covenant to and with the said Grantee, that the Grantor is the owner in fee simple of said premises; that they are free from all encumbrances except as above described and that Grantor will warrant and defend the same from all lawful claims whatsoever. ,,�[ IN WITNESS WHEREOF, the Grantor has hereunto signed his name this A! ' &y of LUI _ , 2005. WARRANTY DEED - PAGE 1 V KUNA VICTORY, LLC, an Idaho Limited Liability Company, By Oaas Laney, LLC, Member By Whiterock Investments, LLC, Member B er ■ 3 STATE OF IDAHO ) ) ss: County of Ada ) On this X day of L fU.— 2005, before me, the undersigned, a notary public in and for said state, personally appeared T. ERIK OAAS, known or identified to me to be a manager of Whiterock Investments, LLC, a member of Oaas Laney, LLC, a member of KUNA VICTORY, LLC, Kuna Victory, LLC being the limited liability company that executed E the foregoing instrument and acknowledged to me that such limited liability company 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 writte . KIMBERLY CLARKE Notary Public for the State of Idaho NotaryPubllc Residing at Ia— , Idaho State of Idaho My commission expires: EXHIBIT A Lot 5, Block 1, Mussell Corner Subdivision WARRANTY DEED - PAGE 2 I . ADA COUNTY RECORDER J. DA; BOISE IDAHO 12/26/06 04:40 PM QEPUTY Use Irby RECORDED —REQUEST OF Alliance Title WARRANTY DEED FOR VALUE RECEIVED Tim J. Mussell and Carol M. Mussell, husband and wife, the grantors, do hereby grant, bargain, sell and convey unto Kuna Victory, LLC, an Idaho limited liability company, whose current address is P.O. Box 2020, Boise, ID 83701 the grantee, the following described premises, in Ada County, Idaho, TO WIT: AAVARRO AMOUNT 3.00 III IIIIIIIIIIIIIIIIIIIIIIIIIIIiI l I fll 106199772 Any and all interest in Lot 4 in Block 1 of Mussell Corner Subdivision, according to the official plat thereof, filed in Book 95 of Plats at Page(s) 11624 through 11626, Official Records of Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantors do hereby covenant to and with the said Grantee, that they are the owners in fee simple of said premises, that they are free from all encumbrances Except: Current Year Taxes, conditions, covenants, restrictions, reservations, easements, rights and rights ofway, apparent or ofrecord. And that they will warrant and defend the same from all lawful claims whatsoever, Dated: December 21, 2006 Tim, . Mm4srll Carol M. Mussell State of Idaho } }ss County of �� } On this 2'2 h-!�e day of 2006, before me, a Notary Public in and for said state, personally appeared Tim J. Mussell and Carol M Mussell, ]mown or identified to me to be the persons whose names are subscribed to the within instrument and acknowledged to me that they exycuted same, IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the ddy and year in this certificate first above written. W -4 7 ^� Notary Public for the State of Idaho Residing at: ,", �,�.•''� �,s-, Commission ExOMMIssion Expires 05-01-2009 A* = Reelding In Meridian, Idaho it . O - No W 29su0 Return to: SECRETARY OF STATE 700 WEST JEFFERSON PO BOX 83720 BOISE, ID 83720-0080 NO FILING FEE IF RECEIVED BY DUE DATE 4 no later than April 30, 2007 Annual Report Form KUNA VICTORY, LLC PO BOX 2020 BOISE, ID 83701 2-..,gistersd Agent and Office NO PO STEVEN H LANEY 519 W FRONT ST BOISE, ID 83702 Limited Liability Companies: Enter Names and Addresses of Members. Office held Name Street or P.O. Address it State ZIR �'I�rnaaer' 1 U�eS 1.V ��x1 �fl�its t D $' 5. Organized Under the Laws of: 8. IDAHO Signature Date W 29800 Name iide Issued 02/01/2007 of Tape or Staple 200704006658 r-ILL NO.VyR; VO/Lfl "Vb VZ�:VV 11J:5N1W bUILtK, LLF' 1VU1 N{lli't 14 0 ADA COUNTY RECORDER J. DAVID NAVARRO 3 BOISE IDAHO 05121104 04:55 PM DEPUTY Bonnie Oberbilhp RECORDED —REQUEST OF Title One ! 104066564 AMOUNT 9,00 Order No.: A0426983 3TIA .- WARRANTY DEED FOR VALUE RECEIVED, TIM J. MUSSELI, and CAROL M. MUSSELL, husband and wife, the Grantors, do hereby grant, bargain sell and convey unto KUNA VICTORY, LLC, an Idaho limited liability company whose current address is PO Box 2020, Boise, ID-83701, the Grantee, the following described premises, in Ada County, Idaho, TO WIT: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF FOR LEGAL DESCRIPTION TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantors do hereby covenant to and with the -said Grantee, that they are the owners in fee simple of said premises, that they are free from all encumbrances EXCEPT: Subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments including irrigation and utility easements (if any) for the currant year, which are not due and payable, and that Grantors will warrant and defend the same from all lawful claims whatsoever. Dat d: May, 2004 TI J. MU StL State of Idaho } ss: County of Ada ) On this ZIr IF day of May 2004, before me, the undersigned a Notary Public in and for said state personally appeared Tim J. Mussell and Carol M. Mussel] known to me or proved to me on the basis of satisfactory evidence to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same. iN WIT ES REOF I have set my hand and official seal gn;,tltg_�late shown above. pia tc$i�°�� Notary Pu lic c', Commission Expires: 0� �. n are ►G r I LL No. V3b Ob%21 ' Ob O�; : 00 11) : SP I N1, (3U1 LER , LLF FA",, : 208 388 1001 PAGE 4, 14 tom, ,Rsra Anderson Survey y Grou tom `'1`- � ml p T, EXHIBIT A LEGAL DESCRIPTION PARCEL 2 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 4 OF SECTION 19, TOWNSHIP 3 NORTH, RANGE I EAST, OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A POINT MARKING THE SOUTHWEST CORNER OF SECTION 19, TOWNSHIP 3 NORTH, RANGE I EAST, OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 19 BEARS NORTH 00055'3-7" EAST A DISTANCE OF 2660.89 FEET,-, THENCE ALONG THE WEST LINE OF SAID SECTION 19 NORTH 00055'37" EAST A DISTANCE OF 641.06 FEET TO A POINT; THENCE LEAVDX THE WEST LINE OF SAID SECTION 19 NORTH 89°04'23" EAST A DISTANCE OF 60.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF MERIDIAN ROAD, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE ALONG THE EAST RIGHT-OF-WAY LINE OF MERIDIAN ROAD NORTH W55'37" EAST A DISTANCE OF 158.31 FEET TO A POINT; THENCE NORTH02000'09" EAST A DISTANCE OF 532.22 FEET TO A POINT; THENCE LEAVING THE EAST RIGHT- OF-WAY LINE OF MERIDIAN ROAD SOUTH 89°59'45".EAST A DISTANCE OF 162.00 FEET TO A POINT ON A CURVE TO THE LEFT HAVING A RADIUS OF 655.01 FEET; THENCE 427=18 FEET ALONG THE ARC OF SAID. CURVE THROUGH A CENTRAL ANGLE OF 37021 15917, THE LONG CHORD OF WHICH BEARS SOUTH 30048'25" EAST A DISTANCE OF 419.65-FEET; THENCE SOUTH 02000'09" WEST A DISTANCE OF 329.88 FEET TO A POINT; THENCE SOUTH 89059'31" WEST A DISTANCE OF 386.55 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINS 217,880 SQ. FT., OR 5.00 ACRES, MORE OR LESS. END OD DESCRIPTION PROJECT NO. 04-144 May 21, 2004 CONTINUED 357 r. Woiertowet In , Suite r. Neridion. 16 83642 6 inn nnn li.r .. ... . 08 : 01 I D : SP I NK BUT LEf : , LLP FA/, : 2U�; 38�; 100 i PAGE 14 Anderson Survey Group.cam D EXHIBIT A — CONTINUED LEGAL DESCRIPTION PARCEL 3 A PARCEL OF LAND SITUATED IN GOVERNMENT LOT 4 OF SECTION 19,, TOWNSHIP 3 NORTH, RANGE 1 EAST, OF THE BOISE MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. - COMMENCING AT A POINT MARKING THE SOUTHWEST CORNER OF SECTION 19, TOWNSHIP 3 NORTH, RANGE I EAST, OF THE-BOISE MERIDIAN, ADA COUNTY, IDAHO, FROM WHICH THE WEST QUARTER CORNER OF SAID SECTION 19 BEARS NORTH 00°55'37" EAST A DISTANCE- OF 2660.89 FEET;, THENCE ALONG THE WEST LINE OF SAID SECTION 19 NORTH 00055'37" EAST A DISTANCE OF 641.06 FEET TO A POINT; THENCE LEAVING THE WEST LINE OF SAID SECTION 19 NORTH 89°04'23" EAST A DISTANCE OF 60.00 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF MERIDIAN ROAD; THENCE LEAVING SAID WEST RIGHT-OF-WAY LINE NORTH 89059'31" EAST A DISTANCE OF 280.04 FEET TO A POINT MARKING THE TRUE POINT OF BEGINNING; 'THENCE CONTINUING NORTH 89°59'31" EAST A DISTANCE OF 106.51 FEET TO A POINT; THENCE NORTH 02000'09" EAST A DISTANCE OF 329.88 FEET TO A POINT ON A CURVE TO THE LEFT, HAVING A RADIUS OF 655.01 FEET; THENCE 11.25 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL, ANGLE OF 00059'03", THE LONG CHORD OF WHICH BEARS SOUTH 49058'56" EAST A DISTANCE OF 11.25 FEET; THENCE SOUTH 50028'28" EAST A DISTANCE OF 558.77 FEET TO A POINT; THENCE SOUTH 53"05'22" EAST A DISTANCE OF 28531 FEET TO A POINT; THENCE SOUTH 00046' 12" WEST A DISTANCE OF . MN') FEET TO A POINT ON THE NORTHERLY LINE OF A PARCEL CONVEYED TO THE ADA COUNTY HIGHWAY DISTRICT BY DEED INSTRUMENT NO. 100001399, RECORDS OF ADA COUNTY, IDAHO; THENCE SOUTH 89059'08" WEST ALONG SAID NORTHERLY LINE, A DISTANCE OF 642.17 FEET TO A POINT; THENCE NORTH 00055'37" EAST A DISTANCE OF 148.39 FEET TO A POINT; THENCE SOUTH 89054'07" WEST A DISTANCE OF I47.99 FEET TO A POINT; THENCE NORTH 00055'37" EAST A DISTANCE OF 443.87 FEET TO THE POINT OF BEGINNING • SAID PARCEL CONTAINS 484,910 SQ. FT., OR 11.13 ACRES, MORE OR LESS. END OF DESCRIPTION PROJECT NO, 04-144 May 21, 2004 , MK 35% r Watertowet Ln , Suite F. Meridian. 10 83642 n n n n Ann I'll , ,, , ,, ,, ,. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Twl Jr. Iy I r•� s S C-'l l 3 $00 Ede �D [,,w �''i i/Lta� ,h� (name) (address) I being first duly sworn upon oath, depose and say: (city) (state) 1. 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 pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and it's 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. Dated this �L 3 day of ��,�, � �, , 2007 . (Signature) - SUBSCRIBED AND SWORN to before me the day and year first above written. ark• BU�,O NOTARY �f� GCS �i1c%tif�t�J * YUBUC * Notary Public 16r Idaho y OF Residing at iGpe-r W 4� / 26 My Commission Expires: 3 Ll y L,-.,, 0 City of Meridian Pre -a Project/Subdivision Name: Applicant/Contact: r t City Staff: C 2w- Location: Existing Zoning: Proposed Zoning: Property Size: 76 'x'r, Surrounding Uses: , J Comprehensive Plan Designation(s): _ Street Buffers and/or Land Use Buffers: Open Space/Amenities/Pathways: Street System/Stub Streets/Access: K Aication Meeting Notes natP- 1 c-4- Contiguous and Within AOI (AZ only): _ Number of Units and/or Lots: . Dwelling Type (if residential): M Sewer and Water Service: �,j, F -A-z ScL--c, 4-6 �� flu� p.,4 Topography/Hydrology/Floodplam Issues: V c I P 1{ . Canals/Ditches/Irrigation and/or Hazards: History: P, Additional Meeting Notes: S �P �JL ZXrU"F-1ca/- t;PAFLtnents to P;ontact (circle): Ada County Highway District Nampa and Meridian Irrigation Parks Department Idaho Transportation Department Settlers Irrigation Piiic Works Department Sanitary Services Corporation Fire Department Bui m Department -- Central District Health Police Department Other: 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 mnry P a ae Plan Text Amendment vComp Conditional Use Permit Rezone Additional Pre -Application Conference (circle one): Anticipated Submission Date: Required Short Plat Time Extension UDC Text Amendment Vacation Variance Other: Anticipated Hearing Date: <NotRequired 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. Emerson Park Subdivision (Re -Subdivision of Mussell Corner) Neighborhood Meeting Sign -In Sheet Tuesday, July 10, 2007 NAME ADDRESS 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 Jam and Smudge Free Printing Usea#&arryO TEMPLATEF�faUrw www.averycom ' A� TM ® 5960 2 1-800-GO-AVF' BARTLETT JOHN W III CAVEN JERRY L CHANEY RICHARD L & CHANEY IRENE 105 E EDMONDS CT 6874 FAIRVIEW AVE V MERIDIAN, ID 83642-0000 BOISE, ID 83704-0000 448 E OBSERVATION DR MERIDIAN, ID 83642-4650 DBSI TANANA VALLEY LLC INTERMOUNTAIN GAS COMPANY KUNA VICTORY LLC 1550 S TECH LN PO BOX 7608 P O BOX 2020 MERIDIAN, ID 83642-0000 BOISE, ID 83707-1608 BOISE, ID 83701-0000 KUNA VICTORY LLC MAJESTIC INC MARTINEZ KIM K P O BOX 2020 PO BOX 812 470 E OBSERVATION DR BOISE, ID 83701-0000 MERIDIAN, ID 83690-0000 MERIDIAN, ID 83642-0000 MCKINLEY BRAD L MUSSELL TIM J & MUSSELL CAROL M NAMPA MERIDIAN IRRIGATION 437 E FOREST RIDGE DR 3800 S MERIDIAN RD DISTRICT MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 1503 O1ST S NAMPA, ID 8365 1-0000 OBSERVATION POINT HOMEOWNERS OBSERVATION POINT HOMEOWNERS OBSERVATION POINT HOMEOWNERS ASSOCIATION INC ASSOCIATION INC ASSOCIATION INC 6874 FAIRVIEW AVE 6874 FAIRVIEW AVE 6874 FAIRVIEW AVE BOISE, ID 83704-0000 BOISE, ID 83704-0000 BOISE, ID 93704-0000 OLSON TYLER G R R DAVIS PROPERTIES INC & DAVIS SCOTT CRAIG M & SCOTT ALEESA B 2985 S ANDROS WAY BROS PROPERTIES LLC 3009 S ANDROS WAY MERIDIAN, ID 83642-4642 2780 N GREENBELT PL M MERIDIAN, ID 83646-9058 ERIDIAN, ID 83642-0000 SILVA PEDRO Y & SILVA ESMERALDA STALLINGS WILLIAM D STRADA BELLISSIMA COMMERCIAL 3061 S ANDROS WAY 2973 S ANDROS WAY ASSOCIATION INC MERIDIAN, ID 83642-0000 MERIDIAN, ID 83642-0000 9560 W PEBBLE BROOK LN BOISE, ID 83703-0000 STRADA BELLISSIMA COMMERCIAL STRADA BELLISSIMA COMMERCIAL STRADA COMMERCIAL LLC ASSOCIATION INC ASSOCIATION INC 9560 W PEBBLE BROOK LN 9560 W PEBBLE BROOK LN 12552 W EXECUTIVE DR STE B BOISE, ID 83703-0000 BOISE, ID 83703-0000 BOISE, ID 83713-0000 STRADA COMMERCIAL LLC STRADA COMMERCIAL LLC STRADA COMMERCIAL LLC 9560 PEBBLE BROOKE LN 12552 W EXECUTIVE DR STE B 12552 W EXECUTIVE DR STE B GARDEN CITY, ID 87303-0000 BOISE, ID 83713-0000 BOISE, ID 83713-0000 STRADA COMMERCIAL LLC STRADA COMMERCIAL LLC STRADA COMMERCIAL LLC 12552 W EXECUTIVE DR STE B 12552 W EXECUTIVE DR STE B 12552 W EXECUTIVE DR STE B BOISE, ID 83713-0000 BOISE, ID 83713-0000 BOISE, ID 93713-0000 :)W096S ®A213AV clw AM3AV-0"08-L 'CCV- �Q�\L � V �w096S 4!Jege6 ai zesnan wo3-Aj9ne•N►MM �s•� pi BJ 86e4as a 19 a6emnogpue uoissaidwi Jam and Smudge Free Printing UseeAuery® TEMPLATESQWP6f 2 STRADA COMMERCIAL LLC 12552 W EXECUTIVE DR STE B BOISE, ID 83713-0000 STRADA COMMERCIAL LLC 12552 W EXECUTIVE DR STE B BOISE, ID 83713-0000 VALLEY SHEPHERD CHURCH OF THE NAZARENE 831 E O 1ST ST MERIDIAN, ID 83642-0267 www.averycom 1-800-GO-AVE'"' STRADA COMMERCIAL LLC 12552 W EXECUTIVE DR STE B BOISE, ID 83713-0000 STRADA COMMERCIAL LLC 12552 W EXECUTIVE DR STE B BOISE, ID 83713-0000 WAVEW@ S960TM STRADA COMMERCIAL LLC 12552 W EXECUTIVE DR STE B BOISE, ID 83713-0000 SW VICTORY LLC PO BOX 2020 BOISE, ID 83701-0000 Dw096S ®AUMV a AIRAV-09-O08-L �w096S i!�ege6 ai zas��afl uio�iGane•nnnnnn ® apidea 86e4:)8s a 19 a6emnogque uoissa;dwl 1%� Kinder, Rich From: Taylor, Ben Sent: Thursday, July 12, 2007 2:15 PM To: Kinder, Rich; Emerson, Lindsay Subject: FW: Subdivision Name Reservation Yay! ! From: David Couch [mailto:dscouch@adaweb.net] Sent: Thursday, July 12, 2007 2:14 PM To: Taylor, Ben Subject: RE: Subdivision Name Reservation July 12, 2007 Ben Taylor Toothman-Orton Engineering RE: Subdivision Name Reservation: "EMERSON PARK SUBDIVISION" Dear Applicant, At your request, I will reserve the name "EMERSON PARK SUBDIVISION" for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. Sincerely, David J. Couch, PLS Ada County Surveyor For procedure on reserving subdivision names go to: hU://www.ada-eb.net/devserv/survey/Rsubn me.htm_ Check out the list of subdivision names at: http://www.adaweb-net/devserv/survu/subnames.htm From: Taylor, Ben [mailto:BTaylor@toengrco.com] Sent: Thursday, July 12, 2007 11:20 AM To: David Couch Subject: RE: Subdivision Name Reservation The parcel is located in a portion of Gov't Lot 4, Section 19, Township 3 North, Range 1 East, Boise Meridian, City of Meridian, Ada County, Idaho. Thanks, Ben Taylor, C.A.D. Technician, Toothman-Orton Engineering Co. tel.: 208-323-2288 fax: 208-323-2399 email: btaylor ,toengrco com 7-12-2007 This message is confidential, engineer-client/work product protected, and is intended only for use by the intended recipient. Any other use is expressly prohibited and any violation will result in prosecution to the fullest extent of the law. If you receive this message by mistake please destroy it immediately. Thank you. From: David Couch [mailto:dscouch@adaweb.net] Sent: Thursday, July 12, 2007 8:50 AM To: Taylor, Ben Cc: Connie Tennant; Marie Straight Subject: RE: Subdivision Name Reservation What is the location, i.e. section/township/range? I will forward this to Connie Tennant who is in charge of street names. David Couch Ada County Surveyor From: Taylor, Ben [mailto:BTaylor@toengrco.com] Sent: Wednesday, July 11, 2007 5:14 PM To: David Couch Cc: Kinder, Rich; Emerson, Lindsay Subject: Subdivision Name Reservation Mr. Couch, I would like to reserve the name Emerson Park Subdivision for our proposed commercial subdivision in Meridian. I would also like to reserve the street names Emerson Street and Holleran Drive for the proposed public roads within the subdivision. Please call me or email with questions. Thanks, Ben Taylor, C.A.D. Technician, Toothman-Orton Engineering Co. tel.: 208-323-2288 fax: 208-323-2399 email: btaykor@ toen r>? co•com This message is confidential, engineer-client/work product protected, and is intended only for use by the intended recipient. Any other use is expressly prohibited and any violation will result in prosecution to the fullest extent of the law. If you receive this message by mistake please destroy it immediately. Thank you. 7-12-2007 U!2'412086 02:22 2083226515 MATERIAL TESTIW.-A PAGE 02/13 MATERIALS TeSTING FY IN-SPECTION ... ....... ............ Prcparcd for Oaas Laney, LLC PO BOX 2020 eoisc, Idaho E33701 GEOTIECHNICAL eNGINeMNG ftePO;RT Of 2M Company BuDding IZ!o east; victory Road Meridian, Idaho VV' y S () -jr 4748 - Fax M08'1,1212-6SI 20S3 --matt Imtomfild'COM - wwwrnt-6.00T, 02t 2V J'Z.� b 11 4 11 MAILK'ML Mt"W" AUg'Ot 24. ZW6 MATCRIALS TC-STING & INSPECTION C) Soma! Njr, Brian Holleran O'AAS Laney, 1.1'C V0 Box 2020 Doisej Idaho 0701 (208) 429-4596 hical En? ,r'orcxnineering Report ZM Building 1.,1 East Victory Road 0 Mina, Id3ho ha, coriductcd asoijs exploration and foundation ev-31"At!"A for In compharce witil YOUT ilnstmlci�Otis, we tivestigation was conducted on 8 Agrust M6, IDaTa the above mentioved devulOP'llent. Field work for t"'s' Provided geotcOlnical, oundwater a"d I uatt pertinent gcotccj�onjcaj coodmions havc been arialYzed to cvalf Contents, Itesults of tills invei htarastck can er for your ecommeodAi ions are listed in the Table o -or avc provided three copicis curd in the following rc� -Vie' with our �ecommcnldatlons, are to bt f review and disttibutiOn, often, becau-4e of desogil and Construction details that Occur On jj project, questions arise concerning said be pleased to contil ue O,,jr Toic as Seotechnical Crigineers Brit ig project conditions, We wou,,,e, implementation. MT1 also has great interest in providing materials testing and s tnl$Pei�t'On services u will advise ijjs of the appropriate, tirne to leiscushese ctlgiiieerrng dw, In& cons mction of this MOO, If Yo 6 to illec, %,iti-, you at yolir convenience. strvizei, Nve WO be please u and we 'ook forward o workIng with Y011 In the futum We 3PP_Ccjate tjji,�� opportunity to be of scrWce to YO If :iou have questj OnFTease cap us at (20X) 376-474gx es-elfully Sabrrutted. In �� spection pe �ry a L S C, g Geote hic I Se ices IMana nt-- Geotech.,lical Engineering Technician of 11709 - (208) 37,6_4148 . pax (206) 322-6515 2791 Vi#w VVaj 0 8 C-mm mt-4o) Auto, t 24, 2(06 P,% 2 of 4 _ da 3 Pox 4 5 aeole n,Ma: n r. �e�?r enViucts R3 i�� + "_i spit I�aS «� � �ABL Off` ONT°FATS.. '�! �ay+i y� y1:(( aJlyy �y t*F t''T' Yi. '.-sr r..-..ro.e.».:r r. "rtkx vx-nr 2.A . .axa µ{,upb.�-tY%1'i#['��`�«fi.y yti�+Y1 ��`k qa t,j tY yii Ri'£I i�nax«gxei axirw�»yryrga.. nx+xas a3saE.a+»xawr.«,+� sY+x_ « ra «.wu� a ♦ �w.�nvxn ke YS..wa Nm+-xaxira,_ iw�{� « »n. .d Ax >.-.x". poect�t'��JdFa; "xw sx es »aan'.e.ww. ae.aaaY:• -. x x,.aw»•xae«,axa .��t�� ur�'�?_ e,... . . ...............a... es exex ♦ x r xa� ex+«rr»>x ....... r i4S Warranty and Limiting Condition', as w« .. i,t«.hY encral...xro rvr.we»aYarit. +x . •••.r.. •« b x o- ,fr.>t tx 7 i) tttr°rt 0FS1Tt ..., x.xt,xa —, Y ,x«Yr r awv..kr ., Site Acc S <aa xY.ai .......Y.eo-»xx.♦ xa. A "11%.. r�wyyxa.x.��J,�t 1 Central G�y#610�9Y w.7 �;ff exr Slat �•opo, rAPhY* "` rsinA � and +M a . x Y♦xr, ar N Sit, C, limstoloo and man rntstry. «.ar x wwv l C0IW S ti q Ya»xx«a.. w..t»wix.ax w.»YnYYY:Y«t t�� scTbi! Y4 . e »a.a»i a SOILS EXiit.C�RNI1 N .».... xa. sAmplingpray�rdures»AYYxY..,.,ta .♦. E% !oration and La ormory Testing Pr+a21`110s and aset went t°romt ... %C+ ,,soil J&XPX1jNivc Soil co Sltl rVioax S ........lt3 ,,oils Surwe 1ew,.♦ ,<«k ...x w «. xY t«Y.>«.xa ..«. « «Y10 SITE HYDRO LOCY t"erfil t}t'&..x,:. ..ar..Y,xx. .,x..=..«.<.,:. ...,r.Yi.ax.««»«,». Groundwater .......... .ax . , ,«.x. wYx.»xx x. .♦ 11 Soil infiltration Rates..trat .a„««tr .... t�xrtt��i 1! iii ' IiA—tso-,, SLAU AND PtVENW" 01SCVSSt014 a, ll General -.« .,a « .x � ,.....a.,x .�..« r# ...12 Foundation De "Oro s+en at na .xa» � »a 1.1.12 lour Sl all n- t*4 'pAvrt cnt SectttanSi . t«..«Y .,Y»ar« Recomtneaded �13 �IrPON fitaEf�Ai1t? �,a.,rx., C"ON'STPLt .. r. ♦xxa> . w,...a. x •a.»xx. .Y.xl Y .,. Wei nity n rade S�p13y5 «xxsw.x,.<Yg......... ..n �'i� *(i .a...Y«.xex truclurat Fiat»— ......... ....n uAcklle................. a..x «x" e.xe«a5 ar vaa+xYsai. Y , xxn«P x.»..ttx «+.xal awk. YrYnaxi a.,.e... . YY... a, i,,. �, r«��at�i��S r,.>Nxxy .wx♦xekat« .µ.r «tYtr a»akx ♦W etr«re a. r..., :} Gro/un�Fdtwa;�tter� aW01 t xxxki.r«Y ...... .rY,...n.lj��¢ .x««ax. xa.N».t»w,Y l�la��¢¢hA+�x�ATY%.+� i�.aexw..r.e,k x••x• a s..ave.r ..•xxx. __ rawra. ro. x♦„'wxY a,x♦eY(Y.A$d x+uo-ax « F.rae« aa.awrre r6+x, `«.♦a Fk r «sxer... r,�.xxa RSE FF,fay}N�{e�,,��«i", t. vix¢YN xx.«knn ax4 ««ri«+»r S}i xtY ro-xY... gteak�k.kar«.i ,k iFu^€"Ii R+'t1'h a>3ir r..xe,a .assx f" w x �{j. w.«x L311' �enter�ogral Setyeral "titrtes»...Y,rxa.x,ax , . �„ ire», .,. aaaYxx� uniflej Soil ,„ Test Pit U0F�9.5 ...�....... .. at............Y 2T }gym yy @@ 1 ,cm nt xFez,.etExx.... a.. ry irxw.«.v ...xax♦r M`.f yE tr„.x(�r i.�'��r�i. u., x, ro-x. cs.a„ws.« tM'xRxe«.r ..u..xeXve �„,ytsh� � R�Z td�ter°s�s'is�atsrs tns�}�r�n rx„. 7711 soutb vittoN Vfew way ' rnYta �"-Id.co I AWMIr -id �tr --041 11./ 'a9i24f2K% 02:22 2 0 - 2 6 15 1 MATEPIAL TEST1'Z- PArz 05/13 AU9,10t 24, 220,36 toMATCRIALS pagtv I of 29 TC-5TING & INspCCTION IJ Erv,rl y"Mentai SCV46S -j GEotechm�cai EncirrivE SUMMARY ink is brief surnrl ary of sjgn�fjcant geolechnical issues for the PrOPOsed development, Pttsentcd Tlie f6dowa us cad in conjunetion with the entire wit,, conclusions And rezommendations, 'TMis summat-Y tri t be r accompanying ycport for proper trittrpte'atiOr, Of the Overall tnvcstigati(in ,,ubwface onditions' Test pits were advuced to dtfitlls Of I 1 1 to 16.2 1-cet. Groundwater was no' prorle represents only a gener hied C r-ncountcrcd within the depths of the nvPed -estigation. The deveto s0i, case The following soils were not encountered in each test pit, but instead rePTrscnt a I)YPOthc"zcd profile its, advanced: as ,Omt)ilcd f-ioin observations in each of the three test pi Sill Fill (FILL-ML), Lean Clay (CL), fat Clay (C11), and Sandy Silt (NM)a Liol brown to brown, dry, triedium stiff to stiff Silt fill (FTU'AlL) was encountered at tiie ground surfacitnte ttl1�5 feet and bark chips were noted trouout S,Itf1j,as ered to a depth of 20 fect. was tented to r I Lean Clay Dark browr moist, hard I -an clay (Cl.) was present at ground surface in test it 2 _ dry to slightly ing the Sill fill in test pit 3 was dark browM dry to sliglItly rno'sty was noted to a depth Of 11 feet, Undcrly tiff fat clay (04), This soil type extended to a depth Of 48 feet. Prtdcriwytanghefstiff to very s pit2, and atground surface in tests light brown to dark test pit 3 and "Jit leall clay soils in test 'thin this soil Vets: st*tff sandy silt NLy Fine grained sand was ptesentx I 6 foot, Calcium carbonate cementation was also n61-d In brown, dry to slightly MO'St- stiff to j�Tevd organic Mterial was noted to a depth Of 0, Sandy silt soils extended to depths of4.2 to 9�O feet test pits I and 3 within this soil tYPe� I ly Graded Sandy Gravel (fit yellow-browr, Silty Sand (SN-1), poorly Graded Sand (SP), and Poor cat� ljjC S�Ljdy silt test pit 2, Yine to sjigh�jy mmedi a ium dense silly sand (S.M) was encountered ben , cmentation was noted in the silty it sjnd� This soil was medium grained sand and SOMC r-alc'Llm carbonate Cir test pit 2 was omngc-brown, slightlfaded mOlst, mcd'um present to a depth of 4,27 feet Underly-ingsilty sand rioted throu�r* sand wasout�poorly dense Poorly graded sand (SP). fine 10 coarse grained sand was n iurn dense to dense poorly graded Sandy I feet, Brown to light brownydrY to moist, -�ned n noted to a depth of 5�1in test pit 2 and sandy silt in test pits I and �- Pi C to r,Avcj �GP)wcrc noted iinderlying poorlY graded sand ghoul. poorly graded sandy eraycj extended C,oars inch r st tamed n1nus, cobbles were noted th.OU ,ned sand and 3 beyond Ie �jnijnatjon depths in all three test twits_encountered within the depths explored in the (;rouadwater Conditions'. Groundwater was not ral,�y dry - .0 slightly m investigation, Soil moistures in the test 03 were Scre oist. Groundwater levels In the by residential And commercial irrigation activity and canal leAk,19c in )art Estirnattorl of It vicinity ire controlled in,,atge j igation season, r likely at their maximurn clMi'110 's during the It Ihe locai, -ujrej, and are Is probjernat, oniloring,, Based on the cviden"'Of th-'s rI.without �egular rn seasonal groundwater fltl_tuation groundwater will be encountered its esti abort ledge of the area, it is Unill(cly that VfAcc and bat-kgiound knoXv' de i clion and I- i$,A, ptjjS or greater than i C, feet below the ground 5 dunrig constru ritielpated to remain at throughwul The year, ................. 70,5 . (2M 176,4148 IP2-6516 4791 SOVIh Vec"Y ' Way rr. Past t 4 rif 29 r-qt6i4*-W6 MOM\12M-1 Building Foul3dations' or, the basis of data obtained frorn the site and (cst results from'viirlOus laboratory te-sts performed, MTI recortirrictids following gudelis es be used for the net al'awable sod$ beating capacity, ASTM D 1557 Net, Allowable SORS Not P equired "or Footings inuqt bear on rotrpttenl� native, sandy moo 'bsitil silt soils or cOmpacted sn-or,,triral fill, Vxisting Cemented Soil lear, clay. fat clay, and ful soils an be 9 for Structural F i I I complemly removed from below all frii;ndajon -5 el M�Mts,' xcavation F - V from 4 to 5.depth$ raTIV feet 'shwuld be a: rt,oncd 10 meet the, stated beating cap2citY andlot the JBC 2003 mini-num Footings sbould be propo I t I settictom, sbotIld he limited to about I inch with differenia rcqu,ircrnents, Total of footing excavations sboul 6, be n1cred a-, the bottom setticriiclit of loose or soft areas that an encountered at tooting approximately 12 inch, Ob�,ectionzble Soil tomes Mot! rernoved and replaced %x"th structural fill. Excessively I fill. To =nsoil ,and orequir,e ov(- —atr subgrade will r-excivation and bukfilling with sm A� sin scasonal oc-.ur because of variations in character of supporting IT 'a) dif crctrtl joverricitt imuous footings be soitably reinforced to make them as Ti_Kid as raoisrurc content, NMTI -ccommends con possible, a, roqqUsAt_oND—Che- -j--—e qfMAhe11Ud en, of concrete floom Or t1oor supporting fill, organic, loo,;'e, Or Building Floor Slabs- Bet -Ore PlacrUP removed,The reinainirig subgrade should betreated In accordance obvjoxL,;!y corn-pressivc m8t-r,als Moe usiderations presented later in this repor*�, Areas of w,th Earthwork guidelines and other Construction CO (III, Fill used to increase the elevation -xcavatcd. and backifilled with s!ructural .essive, ylel,,iing should be Structural Fill (Or these ofthefloor slab should niect requirements far structural fill, Refer +0 the sectior, on 'equ'rc of test pit 3. pat: .1 requirements, In ffic area i tially expapsivc clay soils were encouttlefed that will removal or 11joisru.-C conditioning. Clay soils, encountered )n test pit- 2 and 3, are modeTatclY plastic., land will he susceptible to sheink-swell moverncnt$ associated with moisture iaqaes, Areas Of the site within the proposed sructures should be clay soilsshould be starified to aided h of six jot es it density AS excavated 10 slifficirnt deprns, to eVOCise Ica' clay- r'le percent of the Maxi"n M cDs't� 'q and recompacted to a miru,num of 92 percent and a, maximum Of I to +4 percentage points above isturc Col"'tent 01ould range from dctcrOno,o,,d by ASTM D-69& The trio, Fill s as defined in the Strticturgi Cclion this report, should the a be co mpacted to optim.ui., Structural fill, , ity as determined by ASTM D 155-7 The structural flit 'should a r — he uo I r clali-- 'turimum 95% of maximum deni , of clay soils in order W limit r"O'st"re loss within v PC possible. ai*,.-r recwT'PzcT10r- r, ru *1 n as soon as r, -ausl be provided and maintained after co -st c 10 away , positive drainage of wale from the st � uctures I WWIN m li-idco"V LidsE V33 Augv t gal: I€) # P. N 5, of 2 r ro nerfta r rre G9ecnruca E msen t Con truetior, Mater�sst,n a0 r % 1394,b6121VgkateChA0C INTFtODUC 104 This report presents results of p otechrtical investigation and analysis in support ot`data utilized in design of srrt ciures as defined in the 2003 lrttematinrnal Building Code (IBC), Information in support of groundwater and storrnwater issues per tent to the practice of Civil Engineering is "Included, Observations and recommendations, relevant to tl$e earthwork phase of the project ate also presented. Project Description* The proposed dMIOPMcnI, Is vet oft .t € f poise, Ada County, Idaho, avt d occopt s a portion of the of Section 19, Township 3 "north, Range l F;4s°, Boise McHdian, The project will consist of construction of a commercial strrtetUre to be developed on approximately one acre, Total settlements are limited to i i ch: Loads of up to 1000 pottrtds per lineai feat for wall footings, and colurttxt loads of up to 50s € t pounds were assttrned for settlenlent eaL-ulations. Additionally, assurrrptictws have been made for traffic loading of pavements,'Retaining ails are not anticipated as part oft €c prp cet, MTl has not been informed of purposed grading. Authorization. Authorization to perforrn this exploration and attalvs s was given in the form of a written authorization to proceed from Mr, Briar: Holleran to Kevin L. Schroeder of Materials Testing and inspection. Inc. (MTT), 3 august "1006, Said authorization is subject to terms, conditions, and limitations described in rite rofcssioral services t orttrract entered into between f aas Laney, iL C and MTI, Oar scopes ofsmtces fOt the proposed dtve1oprrient has been provided in our Proposal dated 2 August 2006, and again below. purpose, The purpose trf this Cs tt chrtreal Fn tneertn Report is to determine various $oil Profile oo p�.tr nts and Their en irtect°in c aractenstics for isc b�° design engineers and or arch tect• s Prepanrg or vcrifying suitability Of f""lation design and placement, • preparing site drainhgc designs, • lrrltcatirtg issues pertainmg to =11twoTk c0nlktructiOn MM The seope �f this irtvestipatton inittderl review o geologic li.eratute and cistig alrailable eotectrrical studies of fhC area.., review of available e�vtrt�nrnerttal rcpctrts4lvi nsin�rirae a l iscof andtle ai z t 3ale 0f site, subst ce exploration, field ar7d la gyrator' testing, ant a foundation materials. r i c utP r, sry € + Way . j , V 3 - ( xis) 747s�8 • Fax (i' 3 3 %' 5 i .� t Fr-r`fT1t€•ic1 s'car4°s ' �ai�wi,a"taSr•>��t��tt M MATEPIAL. 7 S`t Ir a PAGE 09/33 August 24.2006 �.. 0 Consituctiorl Ma*efiVs Testing a-pec tnr,".d0nS. `'Varranty and Limiting Conditions: Field Observations and research reported herein are ronsidered sufficient in detail and scope to for a rea.-wable basis for the purposes cited above. NIT] warrants that f>ndin s and conclusions contained beaerr have l eev Promulgated in accordance with generally accepted professional engineering practice to the f£clo s Of foundation engineering, sail mechanics and engineering geolofy, only for the site and project desclibed to this report, _ These engmeering methods have been developed to provide the client with information rel rdtn t apparert tic poter:tial engineering conditions relating to the subject property within the scope cited above and are necessarily limited to conditions observed at the time o the site visit and t search, The report is also limited -o information available at the time it was Prepared. In the event addit or I 'U forrnaation is ptOvided to �l following the report, it will be forwarded to the- client in .tie fog received for evaluatiotl 1 y the claettt, "there is a distinct possability that conditions niay exist which could not lie idcrrtifkzed within the scoff O the investi a.tton or which were not apparent during the site investigation, The findings of this report are lrrrtat d to data wil red front rioted eaoplorataorts at3vataced, arA do not accoratrt for as yet unidentified fill zones, „,nsuitable soil types or condttions< and variability in soil moisture a;-rd groundwater conditions. upon commencement of constriction, such conditions rgay be. identified, of which the required corrective actions may ir?t�ct tl,e prtrjeet budget, his repot vas tarepared for the exclusive use. of Duna Victory, LL rr.d their retained design consultants ("Client"). Conclusions any: recommendations presented in this repot, ate red upon ag:eeci upon scoff o wrar otatt.rted ire the s l report and Contract for Prnfesgional Serviceet e i Client and ��aletials l`estirtg and inspection, !tic j" Consultant"), Use car misuse of this relaot�, or -eii3 lce upon findings hereof' by parties outer Heart the Client, is at their own risk, �e3 her Client nor o-tsuttat:t tr represe ttatton of w rratrty to sue artier parties as to accuracy tat o~omPleteness of this report or writ billy of its rise by retch outer pal: es for pauses wlaaterre , vt or unknown to Client or Consultant. Neither` (Bent not Consultant shall have liatbilit`y to, of indernrtifie or holds rarrnle s third parties for losses rrctarred by act l Or ptarparted rase or misuse of this report. o otter warms tics are iltlpl;ed or expressed, tod in is, repott, should be tee is"rotas in p'.atts grad or drawings for tle proposed determine if changesMIAein fOt ration for da art brought to the attention of the soils eta it r to do required, Deviations from noted s,;bsurtace conditions if encountered during, c }r�s.t zrtiort should also l b,,,o sght to the attention Of yltc soils" itreen. "Vwccijon, Inc 701 e�ut +tit °' `,V y * 8�e, rt> 37b t i 3764748 3 fax {mil ,�2� 6515 E.Maw �t,tl £�-tu.eorn « NW t,a ttl,�� ,fir€LPI te. t 9 rl�a Ui Augum 24, 2006 PagePag':x - of 29 ns ,s`vnatt Y = a k as s 0 Geo"ethmcat E pr*t-60 t t "WS Testing ill iri !sOm DESCRIPTION OF SIME Site Access. Access to tlne site may be gained via InIttstatc 94 to the Kona exit Proceed south on 1 erldiarn Road approximately 1.2 miles to its intersection with victory load. From :leis intersection. proceed east on Victory Road and arrive at the site Tine site is !ached just rnorth and east of this irtcr "Itrtr- PTcscritly the sjtc exists s a nursery. The location is depicted in irste inap dates included in the � ppetttiix, General Geolo o3'4irrea The subjcct sit is located within the Boise Valley which is dircetly a nderlam by a thick sequmce0f a ltivtal aids andvcls typically tfepositcd on basalt formations, These sediments are loosely named the noise Rivet' Gravels aril were deal r,ited as giver floodpiaitn and stream outv:as�r riirin tine Boise River These grave, deposats tend to Iaa� .nii�ricaM, v�Il-rrautided elasts9 poor arching, and crude st7ratif'icauvrr. beds of gavel wad lenses of cross -bedded sandstsilts suggest deposition it braided c¢nartnels. The Boise River »avels consist of unconsolidated claw, silt, sand, gravel, And coWbIcs. The Boisc River Gravels have been sulsdivided into smaller units based or, their age and are exposed as distinct alluvial terraces. Five of the, terraces are well exposed in tiie Boise .area and range in age from Middle Pletstocene to Holocene (<l million years agcir. Tine site is squared on the Sunrise Terrace, the third terrace above the flood piatri, "lice Sunrise Terrace elnerai:y° consists oh sandy' pebble acid � obble gravels with a r$na�ttlanp of to 7 fact of less, The entire thickness is Wttnxn-lately 44 feet Undtflying these soils arc poorly graded free dmianing washed sands and sandy gravels. Geologic data pubhshed for the area itndicatc that bedirock may not be encountered at depths less than 500 feet beneath the soil surface (Othbeq,, and Stamford, 1992), Site Topo2rapby. Drainage and eetatian 'i lie proposed develtnprrsetnt - nsists o app-, oximatc)y 1.0 acre of relatively flat irrigated tree nurscTy The ststfa e exhibits live gained soils throsa�?Wut the majority of tine site. "I he parcel is hou ded on the tat- I h and cast b ur;developed 1 o^ the south by Victory Road, and on the west try existing CO, - crcial development. Regional drama e is north toward the Boise River. ate csl t eswater � r loeae tlritnhe site 'S tinc vicinity of tlredsitne rcoiatiotn through st rficiai soils. No stoixxr atcr dtatri vegetation throughout the area COns,sts primarily of nursery trees. t; �r�riFFt Ica t�i�t�r�atc `t"e�r#rig it: Irw�C�ta��. i"r3„. 779n uutt"t v"ors- Vow way � , ,ri 5:17�t9 ( 0) 376,47 1 Fa) i,2 "", 2 �1 tat tr'i '0•10 OM • �a '� rr��i. tr=,�rtr y .t sJ MATERIALS S1 INSPECTION ALtQpq 24. 20 rape ?� S of 29 Z EfWorfr; lltat em"Ces J Gewechnic3i en Seri 0 (;0nstrLc1jon Vfilerra;s Test J c�� Site Climatology and Geochetnlstry; Average prCciprtatitrn for the regrrsn is on the ruder of° 1 0 to 12 inches per year, annual average terrrperararc. range fri rn � to 91" with extremes ra gjng f-o -4' to IO F, average �vrn speed stage to 1 rr;lam per hour try spring with a prevaiiin ? direction ft0ni tl-e scatrt cast, Soil in the area is primarily derived f rom silic ous materials and exhibits low cl trn-clr rtti l cttcnntrat for cat rasion of nctals or concretes. Local aggrrcgate� are generally appro ar ate for portlar;d Cement and t.irrte Cement mixtures. The Mate. Transportation Defsarttttcnt has adopted anionic asphalt cements, The pH of surface water, gruurtdwaterw and .soil in the region typically rarrgc t'rnm j to 9. No indication ofabnorrtat gecselttrttteal grad`,tiVwk was noted sit. sine- " l rrainal frost penetration is t aicaily on the order of inches, with extrctr s mrlgmt ttr 1 fit Geoscismic Setting; Soils orl-sate are classed as Site Class D in accordance with Chapter 16 of the 2001 edition of the TBC, Building st et area on this project Should be designed as per ille IBC req irertretrt for such a seisrtaie clas iftcataora, mar investigation did not reveal 1?otential hazards testrltirtg from earthquake motions-, s=tre instability, li uefactron and s dace tttptatrt because of fault,rag or lateral spreading. ttaoidctace and anticipated acre leratrctra of seismic activity ,n the area is low' SOILS EXPLORATION ,Xpturution and Sampling Procedures, ded The ficid exploration to deterrrrinc engineering characteristic sc►fttsubssr raers locatedce at riair pelfield by re onnaissa`nce of the project site and in, esttgatatrtt by rest ti P rtaearts of normal taping procedures from or-s-site features or known locations and are presumed lobe accurate to 4stitrrt a few feet. Upon c�)rnplctton ofr` x avgated and ation lcorrtta c' test ompacted Prior was clC�rlconstructing s erect �crur excavated � Cr triterrtals. `lose loos: areas raced to ae -4 have been Samplcs ,°ere obtained from rePrcz;Cntztive Soil strota encountered in lest Pits. ltrtr identified accordingSamples test ptite tin be rand visually classified in the field hY an dng-1in n g (ec or degath, r+laeed in sealed. ratrtta raer a3ad tear Apo a i+�e toou he Appendix. ltestzlt'atoly for r labosttaf` field aratt oal testing. ast its have been farther desctltaed in detail on log, p -e alsta presented on these logs, It is 'ecrrmm"' ded that those lore not be used for cst'mating cluanttties littausc of interpretive rr s",s. E,Mam nt; rzttl-as,ecr . WVVW MtW4..Corl �.J MATEMALS TESTING INSPECTION raw , I 'ij llgiAt 2K 20U€ T'Age # 19 Df 2 n aria r, rree,r ions r ratechMr ,s ? r;r. C r tr � a^ tdt t 3[s TeSS : i - e 31 :s n ± Laboratory Testing Program: lortxttlt ilia field ir�»�^t SUPP ibr tetir�ar� was ducted ut trrraA nc additional pertinent ext lneerr'rc aracccris"cs f subsuxface materials necetsery in analyzing the behavior of tlae pro- osedstructures. Laboratory rests vvcrre �ns� ducted accordir g to current applicable American soa:>ety for Testing and Materials (�iST) specifications, .aresults of those tests arc to l found on the ac.corrtlaanyin leas dtc located in the Appendix. The labetratory testrtt ptoSZatrt for this r rt itaclta .net t Limits Tests - ASTM designation 431 ,rand Grain Size Analysis , ASTM designation 117, ttc Soil samples for alifo to cartaa Ratio analysis ( SCR=value - AS designation 1883, were c olic"cterl near projected roadways: Sarwanal Sediment Profile' " t pits %vere advanced to do the Of I ' I to 16 feet. Groundwater was not encountered within the depths ol"the investigation, Tbe developed soil prone re-presrescrtt�a �� ootfststzed profile as co iltd fitatx� obseils, were rvations not encountered ir; each test Int. 'iut instead .gyp err cac-a of tie three test pits, adt; anseal. Silt Fill(`p'f.aL_Nfl:,), Lean flay (CL), Fat flay ( and Sandy Silt (.NIL)- Light brown to brown, d `, in test pit 3. OrWic material rr c it rrr st f" to stiffs>It fa11 ( ll. �-�l. noted 1 rc> s ottt,was McOuntered at h Stiround lt Tillyencountered to h of le t vv voted to I.5 feet and bark chips were Dark brown, dry to 5,iglttly moist, hard lean clay (CL) was present at round suAfact in tint it Lean clay. in test pit 3 was dark brown, dry to $1 ightly rrOisl, was noted to a depth of I." Ceti- ttdarlytngextendedthe silt tto a tieptla of S fee 1JnJe 1ytn the fat cl y's is n sttfl"to very sttf' fat clay (CM)I This soil type test pit 3 and the least clay soak tit test pit �sanc :silt �� Fine graar—cdsurface in �sand was present within the soil browm dry to slightly rrtoist. stiff tit sit t 1) 1pe and organic material was noted to a depthof is fool, cxtcaaC ci dearth f �3um C € � cementation 9 fees arhonat was also n+�teal an test pits I and 3 within this soil tyy t Sandy Silty Sand (SM), poorly Grades Sand (Sr)� and Starry red Graded nd sandy ( in �P) yell 'Fine o slightly moist, rnedttam dense silty sated (S was ertroatrr ncd rsrt in sand artrl some ealciurn csil nt Sand n tit p was a> geni(,ntatiorl was noted ii, the silty sand. This soll was 3brown, light mo st, ed resent to a depth of 4,Z feet. �n erly°tit 'silty p r y graded sat was "r�ttst poorly graded sand (S,l'i. pate to coarse grained,, was noted t �en l�or.tt, pepoorly graded sandy Mcdnoted to a durq epth of .7 feet Brown to l lt` brotsa d in t oistit and rid siltse oi et st pi I ad y. Fine ro ravel §4laltrt noted underlying ltortrly gradedy g' F a�raed sated and�3 tinchrtrittus cobbles were It�ted tltraacagh€>ut. Poorly jaded sandy gavel extended :coarse�: Y Lleyorld t ,,urination depths in all three test pits. xeavattor�s 'Walls f each test fait were stable with the exception Of those tht^ou h native granular soils. throtagl grart;alar soils will leave a propcttstl' far sloughtrag tat' cal 1g. awoi+ysiitt -_ > MActriah'ivvooisss*�z��rn.'-as „.mom ' ;`.t I �'6.a. a#t Fax ( ) 372.65' 5 rt Vaof, View way U MATIERIALS Ell INSPCECTION MAILRIAL August ?m Page a tCrof29 �.a Envi'01menuil v"'aces :3 GeotevirwCal EaneennI.8 Constructepn Matenals _Teatnq Q Spectal aspect ons re lone',2006 xporuA200-;34 t23 � c a,trm Expansive SoilConsiderations: Rxisting, high plasticity clay (CH) soils present in the northeastern portion of the site (representative of test pit 3) are highly active and will be subject to volurne change with changes in moisture content, Potential verrical moverrent will be associated with seasotral moisture variation of clayey soils, Ground supported improvements ents founded on clay soils (i.e , shallow foundations. garage nabs) lit move in response to changes in soil moisture., Movement will be ohiervecl as heave if construction €recess wheat nails are relative, dry and are allowed to bcco,m, wet, and will be observcd as sculcincrit if construction Occurs when soils are relatively moist att<l ;are allztwcd to dry, ,riven the presence of these clay soils, paper grading is considered to be essenttal, Positive Egad s must be maintained surrounding all strucwres, including exterior slabs. Soil surfaces should slope away from structrares at a minimum of % for a distance of If feet. This should al'ow for positive drainu e of surface water away from buildings. The interface of plant bedding materials and underlying sails shotild be Eradcd to provide drainage, otherwise, bedding materials will pond water, exacerbating potential for localized heave over -watering of landscaping should be avoided, Soils Survey Review' review of the United Mates l eparttncttt of Agriculture. Sail ConszrvationServlce. Soil Siuve.y of Ada Courty Area, Idaho, 11 gut indicated the site can be characterized to include': sail type. This sail is the Elijah silt loam, pecifie soils cltaraetertsties dtllt;cd by ilia l'Sl fete l-lijah silt loam include moderately slow permeabilityabove the hardpan and slow" permeability through the hardpan slow zurto f and -slight hazard of erosi€ m l,xistin surface drainage conditions arc defined in the Description of Site irtfortrtatiort P evaded in this section is limited to tab rvatiot s tirade at the time of thc. invests avian. Regional andior local ordinances may rtquire Information beyord tiro scope oftltfs re sin. opyT=y et 2W h' mtTiaaA Toling &tr: c r n. Jrz_ 91 gout VW,,O-y +«,erg � y - t%se.10 837D - i2t ? 3', - 7A# * F c y2C322' fat n- tYi r rnSl- coo * AWW'MWOC'Wr 111..J � 08/2412006 12:22 2083226515 MAMPIAL 7L51Pfa )AfjL 13/33 MATERIALS August 24, 2006 2q TESTING ra 1N5PeCTfON �J Enamefirl-1-4 :3 Constno-lion makefols Testm Q SOCIal invw1s_ Groundwater spas not encountered within the depths explored in the investigation, Soil moistures in lbe test ,pit: were generally dry to slightly moist. Groundwater levels in the site vicinity are controlicti in large Part by residential and. commercial irrigation wivity and carnal leakage in the local arra, and are likely at their maximum elevriorins duning the irrigation season. F-sbination of seasonal groundwater fluctuation is problematic without regular nloyntorirl& Based ion the evidence of this investigation. and background knowledge of the area. it is unlikely that groul,ldwater will be encountered during construction and is anticipated to rciliam a( depths of grcalct tj,,aj 16 rent %clow the ground surface throughout the year Soil Infiltration Rated: Sodperme3bilitis Measure of the ability of a liquid to drove ovc througha soil and was 001 tested in the FlOd, y a In this rWr,. This parameter is approximated by soil type -and gradation, Of soils comprising the gerxr3lized soil rofi 'le for this study, sandy silt soils Seneracab lly offer little perrililitY, With typical infiltration rates psilt between I And 2 )riches per hour, though c3lc41ril carbonate cementat-on encountered within cemented soils may reduce tilts valLie to near zero. Silly sands generally exhibit infiltration rates between, 6 and 12 Inclies per hour Poorly graded sand and poorly graded sandy gravel scdiments IN-picallY exhibit infiltration I i values in exces,; of 24 -itches per Maur, acid percolation testing is typically not required within these, Sols Is a result of the free -draining viature of the gravel std'mCnt Ali infiltration f3cilitics constructed on -site shoidd be extended #-)to native sandy gravel sedirrrnt5. Excavation depths between 5 and 9 ft-eet should be anticipated To expose sandy gravel soils. In addttion, because of the high permeability, ASTM C 33 filter sand, or equivalent, should be incorporated into design of infiltTation facilities. FOUNDAVON, SLAB AND PAVENjfN*T I)ISCUSSION AM) RFcommENDATIONS General Notes: various fowidatior, types have been considered for support of the 'proposed building Rtructurc, Two requircmerits must be fulfilled in the design of foundations. First, the applied bearing stress must be less uteri the ultirnate bearing capaciry of foundation soils to maintain stability; and secondly, total and difTeremial settlement must no, exceed to amount that will pi-oduce adverse behavior of the supttstructure Allowable settlernent is Usually txcreded ,,eforc bearing capav,ty considerations become important, (n1ji, allowable bearing pressure is normally controlled -by settlement considetutions Considering Subsurface conditions Arid the proposed construction, it is recommended that the structure be ociting I settlements s1hould not founded upon conventional sircad footings and continuous wall f Total exceed I inch if the following dcS49q and construction recommendations are Observed. capynp'T� 2006 mater.01greesting & in5pColimt, lnc' __ 2791 SO(& VOOOIf View WAY so,,e, 11) 83709 # !208) 37(,-4748 1 PAX (20e) 322-6515 * 4wwant -10-001n I� jllll� August 2-4, 200,6 art 0 tv-31'2 Envlrorhemw Sery ces as a x^t *i- !ors nn r r. drssirra t ran t t r nis i s#s L a rss 3 ors foundation Design Recommendat ons n the basis of data obtained from the site and test results from various laboratory tests performed, MTI recommends following guidelines be used for the met allo atilt' soils bearing rapacity. STM D 1557 Net Allo wa le . oils 'oott�Lt�th €tb rack .om aeitlort l3earin self _ a�. Foolin s must heat on competent, native, sandy Not required for silt soi s or rect€ts°pacted structural fill- Existing Cemented Soil 3,000 lbslft� i lean clay, fat clay, and fill soils must be completely removed from bellow all foundation 95% for Stmctural Fill clernents. Excavation depths ranging frog n A. to fi Feet should lair 'wici aced. Footings should be, prorKinioncd to me,:; the stated hearing capacity, andiot. the IBC 3 ;rnr#nirrum requirements, Total settlement should be limited to aft I inch with differential settlement of approximately 11/2 inch Objectionable sail types encountered at the bottom of footing excavations should be removed and replaced with structural fill, Excessively loose or soft areas that are encountered at Booting submdc will rc.puirc over -excavation and backtilling with structural 01. To rnsnimi e eff'erts of slig-bi differential rinovement that may, occur because of variations in c}taracter of supportine, snails, and in seasonil moisturc content, NITI recommends continuous 'footings be suit,a n y reinforeed to make them as rigid as pcassibl, lrsr fs�tectict ,tkt ctt of e~ ternlfutatirrs should be 30 inches frelcs fittashe ar�l.. Floor Slab -On -Grade - Before placement of concrete floors of floor suppiartrttg fill, organic, loose. or obviously compressive materials must he removed. The remaining subgrade shout'd be treated in accordance with Earthwork guidelines and other Construction Considerations presented late, in this r port.. areas of excessive yielding should be excava°'ed and backfillcd with structural fill, dill used to inizreRsc the elevation of the floor slag should meet requirements for stmctural frill, Reefer to the section an Strortural Fill for these requirements, q♦pIn�}y.he pareay yof gtyeyst pit , po»Cnualiy expansive clay sails were encountered rl�m will require I o moisture conditioning Clay soils, encountered in test pits 2 and , are moderately plastic, and will be susecptihic to shrink -swell movements associated with moire changes. Areas of the site within the proposed sttuctmes shmild be excavate d to sufficient depths to expose learn clay, The clay soils should be scarified to a depth of six inch. and reeor-~Ipacted to a minimum of 92 percent and ,a maximum of 98 percent of the maxsmurn density as determined by , STM l -69 . 'Nc moisture content should range f*om l to +4 percentage points alcove uptirrrum.. Smtcrural fall, as defined in the Strurtural Fill section of this report, shoijld then be compacted to a minimum 95% of Maximum density as determined by AS f M D 1557 The structural fill shizrild be placed as soon as possible affcr rcc€ mpacttor of clay sails in order to limit moisture loss within the upper c:ayes. f"osit.ve drainage of water away from the structums must be provided anti m aintrained after construction. Copynghl 1 Zwits i<mutial3 rc4litig & InSWImr. hi4, €ttl Baia€€€ ft'Mry View WAY_Base, rtt tt 709 a (208) 376-4748 a Fax ( 5) 22-651 5 5_Pa'd'ntn rnt-�4 coo - WWW.MO-C ':at SAW, 1V33 August 2 . 200i Page tr O of 2 � ��;�s §first[ ��ic' ��alw�P"t3si ;rrr�rtrE � G�ttStrrt€i� �daEiz�CittS i'eSt free dramirg granular mat (drainage rill course) should be provided 'below slabs or, grade. This should be a irintinuni of 4 inches in thickness ar,d properly compacted. The mat should consist of a sand and gravel mixture et rally complying witty ASTM D 1241 Type I Gradation A aggregate, No less than t° %cif this aggregate shall ftass (he's. inch screen and no mote than, Io% or the aggrtgatc shall pass the #200 screen, Maximum nominal aggregate ttze small be 1/, inches moisture retarder should be placed beneath floor slabs to rnittitrtt e po,.,enual ground moisture effects on floor coverings, The granular mat shall be compacted to no less than 95% tarmaximum density as determined by A STV D 7., Recommended pavement Sections: fTl has made assumptions for 'r:tf c loading variables based on the character of the proposed construction, T`hc Client should review these assumptions to make sure "hey reflect intended use and loading fpagements both now and in the fature. MTI collected a sample of neatmsurfi > soils for . ,R. tesung representative of soils to depths of I foot below cxisting ground surface. This satrapies consisting f sandy silt collected from tcs pit 1, yielded a C.B.R. value of S. Swell of 0. % was detected for this sample. The following thicknesses are MINIMUM "i HICKNESSES for assured pay=ernertt function. Dqpendirg on site conditions, additional work may required to support construction equaprrtent- These have been listed within the section or. Soft Subgrade Soils Results of the test are gxaphicali'y depicted to the ,Appendix, Flexible av( nent Sections The AASS141"i`O design method has been used to calculate the following pavement srcriovr . Calculation sheets providers in tl'x Appendixindicate the snails constant, traffic loading, traffic projections and material constants used to calculate the pavement sections, MT1 recornmerds that materials used in the constnict on of Asphaltic Concrete Pavements meet requirements of the Sate of Idaho Transportation Department (ITD) Standard Specification for Highway Constittiction. Construction of the pavement section should be in accordauce with these specifications and should adhere to guidelines recommended in the scci�on or Construction Considerations, A rrqr ate° 1AAAC Matcvai nsarttptyLnl; ,+ ,tn ITT) Standard for Hi ltiway Constrwtiion diet; )W and 731 for awvgltes. tr=vjra`s SVb4W Material ctttttWYM with the fe4ultemvrtl for granular stna turiti fill in the Soils Report EXCEPT that Tnas. imum s at€ ial diatrter is no niorc than 21 of the componcrit thickness. C*Yr1g;11 'rstast* &tna�Er; iric _.. ...... _.. —.. . 79t South Victory Way * BDtse, 10 63709 * () 376-4 4 • 7 {M83 = 1s MATEPIAL T*� PAGE 16i) pag# I of2 tir in -i wrc ,son mates"—esst"sn O t 01s r"boisi12M6 rt M-1I20ft-t399"*41230%emch Joc Common Pavement Section Construction Issues lac su t rade upon whicK above pavement sections are to be constructed must be property stepped, cos pacted if ind3cta , in,�Pcctcd arad proof rolled, T'roof foiling of sub radc soils should be accomplished with a heavv rubber -tired fully loaded tandem axle dump tinack or equivalent, Existing i€ientifted fill on -site trust demonstrate the indicated compaction parr to pacing material in sctpport of the pavement scction.. l4TI anticipates that pavement areas will be subject to moderate traffic. TVITI does not anticipate puMin materaal to become evident during- compaction, but Oavs and silts near to and alcove opttmium moisture Contents, may tend to pump. Putnjii'n or soft areas must be removed a ,d replaced with structural fall, Fill material and compacted native sub r?de soils (if required) in support of the pavement section Hs wc11 as aggregates comprising the pavement sectton mt: t be compacted to not less than % of maximurn dry density indicated by ASTM D 698 for flexible pavements and by AST W-1 for rigid pave cents, if a inaterial placed as a peavernent section component cannot be tested by usual compaction testing methods, compaction of that material, shall be approved by ohscmmd proof rolling. diner dtrflections from proof" rolling for flexible pavemews are allowable. Deflections ctions from proof rolling of figid paverntrit support courses should not he visually detecfitaWe. I l rccts nmcnds that rigid concrete pa,,ement be provided for heavy garbage receptacle parking. J his will cl t inatc damage caused by the considerable load of containers transferred onto the small steel ss hecl s and :ohse Ucr� l", onto the asphaltic concre.e. Rigid concrete pavement should consist of Portland Cement 'on tc Pavement (PCC') Senerally adhering to ITD specifications for Urban Concrete. F C P shall be to tnc> s thick on a 4 inch drainage fill course (gee door laih-on-Grade section), should be reinforced With welded wire fabric, and corxtrcall ,joints shall be or, 12 foot centers or less, 2791 South Victory 1,h ew Way • Bost, ' 3704 (2,08) 37 -4748 * �&x ;2os) 3z2l,65 t MATERIAL TES71t,4 rIArA 17/1111 Aogtst 24, 2006 rage# ISof2 M e 2a z ssw w: v t : i i ata i nstructi n mawr a% CONSTRUCTION CONSID'ERATtON'S Recommendations in this report are based capon structural element; of 11hc pr<ale«ct becing founder on competetat native silt - and mixtar s or compacted structural fill, Structural areas ihould be stripped to ail elcvatiov .lit cxposes these soil types Excessively organic sails. dcic terto s materials, and/or 4imurbed soils generally undergo high volume rha-rig" when subjected to loads„ which is detrimental to subgrade behavior in The area of pavements, foot s.a ns, structural fills, and fcswidati ns. Trees with associated root systems were noted at, the time of our investigaiion. It is recommended e that organic and/or disturbed soils, if encoaritered, be removed to depths of l Resit {rrunirourrl}, and wasted car stockpiled for later use., Stripping depths should be adjusted ira the field to assure that the entire rout zone atttlfor disturbed zone andior topsoil ,s removed, prior to placetrtent an cram action of structural fill materials. exact removal depots should ric determined during grading operations by a qualified geotcchnical representative, and shall he based upon subgrade sail type, cottapositgonr ; and rmneis or soil stability.. Identified under rctu d ; tora e tattles (I iST", below surface utrlittes, wells, or septic systems trust be decommissioned, removed or abandoned as deemed necessary by governing Foil-cral, State, and local agencies. Excavations developed as the result of such removal attest be backfi lccl with structural fill materials as defined below, and In the above section on Floor 1aba-Ot%4;r*dP ;after existirS suligtacte soils are excavated to design grade, proper control of sub ride conditions i.c., moisture content) and placement and compaction of new fill fit' required) should be overseen by a representative of the sails engineer (MTI), Recommendations for structural fill presented within this repon can 8be used to minimize volume changes and differential settlements that are detrimental to the behavior of footings, pavements, an l fxoor slabs-, Sufficient density tests should ble performed to property monitor cornpaction, For structural fill beneath building structures ore in -place density test per lift for every :,OW square feet is recommended, In parking and driveway areas this can be decreased to one test per lift fwr cvcty tO.flda11 square meet Dry Weather, if construction is to be conducted during what is considered "Dry" seasonal conditions. problems associated with soft soils may be avoided, forever. *,allow gtoandwater von ct:ons, rcl:at d to springtime runoff andlor late summer,'early fall irrigation, ;Haar° induce ruttir sub rade soils. Solutions to problems associated with coif subgrade sails are outlined below problc s may also arse because of lack of moisture In native and till soils at time o;« placement- This will require addition of water to achieve near optimum moisture heels. Low cohcsivc soils exposed in excavations may become friable. increasing chances of slc ughirr or caving, sMeasures to control exeess;.t riust should be cort,ideredi s part of lire overall health anti safety management plan. & 'rapCC"n, to 2714' Souln lor—�, Vt w Way . 566C Ida $7o9 + 208) 7 -470 - Pax WS) 2-6515 to a' 241 ' 1066 a! 0. a� QC-' ll,S 'TESTINGEl INS 5e' 'met Weather. MAILip'ipsi. 3Lt,t I: A august 24, 2X6 pagc ff 16 Of2 If construction is to be ccanductcd during what is considcred 'Vet",seasonal conditions {cornrrrranly dram rrrsd• cavern er to , proble: s associated wall scifk soils mast bc considered as part of the ccnw'uctlon plan ttrtr 7 gilts time Of year., Fine Mirec soils such as silts and cloys will become unstable with incrca.cd moisture cunt+.prat£ and eventually deform, or rut, additionally, constant lour temperatures reduce the POSO bieity of dr-vmg stalls to near optimum, conditions. Soft Subgradt tails: Shallow fine grained subgradc stalls that ate to ll lit moistureconrent can be expected to pump and rift under .onswiction trrl fc. The rudowing recommendations amyl/or options have been included stir dealing W;t r anticipated st:lagrade conditions: Trackwrnoirnted veh c:les should be used to strip subgradc of root r`iatter and other deletcrious debris, Heavy rubber -fired equipment should, be prohibited from, operating directly oil native subgradcs, and In structural areas such as roadways and foundations, :onstruction traffic can be restricted to designated roadways that do not cross or cross on a limited basis, proposed roadway or parking subgrade's, During periods of writ weather, constr-I t.-on on -site may become vet difficult rfrrrat itimpossiblc. To ensure consiructability, acccssjjaul, roads Should be constructed with a minimum of `' feot of stntttwttr al fill material. Fill material should consist of relative"y large cobble (4 to 6 inch in diameter) with sufficient times to fill voids, Instead of structural fill Placm.ent, scarification and aerations of subgrade soils, can be cmplpved to reduce the moisture content, After stripping is complete, the exposed subgrade should be ripped and�or disked to n depth of l.f Feet and allowed to air dry for I to 4 weeks. Further disking should he performed on a weekly basis to aid: the aeration process, Alternate recommendations can be provided involving brae ur cerrsent stabilizatmn an,i use of eote t.ies.. upon retlues" 1Fro7en ; ubgrade, Stalls. 'rozcrs subgrade soils must be allowed to thaw, or inay he stripped prior to ptacerrteaat of st ct�u I fill materrals c+r foundation elements, l°*are," soils must be removed to depths that expose lion -frozen sons and wasted or° siockniled for later use, ` I -se soils must be allowed to thaw wx retrial to near optimurr, conditions prior to Ilse as structural till. a7 1 Soutr, VCtory V:Pw Way « FJVS6. 10 &17 9 4 12a i 37 7a ax (2 ) 322 - 5 t 5 16 MATER I A LS -4, MIS- ESTIN(it°sorz ION Eve"410 r t : arc ; ? rrna f ri 1 GUft tr'7a tis ri ii i9 ? Ir Sleeta rr; Structural pill:: Soils re arded as suitable for use as structlural fill are those classified Wq Op, (°IM, S , Slip 1 4, and lAi , in accordance w9th the t.fn Pied Soil lasstfication SYstem l.IS S) (ASTM i 4-71. The use of silty Soils.. desi rratiora of . S tl, Ali l fill rimy be ac ptablc, Hose However, these matey ials require very high- moisture contents for compaction and require a long time to dry out if natural moisture contents are too high. Therefore these materials can be quite difficult to work with as moisture content, lift thickness and oorrspactrve effort becomes d. cuit to Control.. !f 50t sail is used fr structural fill, lift 'lire% e sc should not exceed 6 inches lssose)x and fill Mtucnal moisture must be closely monitored at both rise woring, cle atiorr and the elevations of materials already placed. Following placement, silty s€rils w-ug be protected from degradation resulting from construction traffic or subsequent construction. ceo ^rrrersded rartulat structural fail materials, those classified as GW, GPa WSP, should consist of inch mails elect, clear, granular sod with no more than 00f,3,ovcrsize (greater there'/, incir) material and Io ,more th°rar, 12% fin t less than 4'200) and placed in layers not to cXeced 12 niches in loose thickness, Prior to placement of: structural fill materials, surfaces must bc prepared as outlined in the Construction Considerations section, Stmctural fill material sirrsuitl be moisturc-conditioned to achieve ra i ;rtit moisture content prior to c€ mpac on. Por structural f1 below ftaotin s, areas of cotnpactct backfrll must extend r Wz de the perimeter o -the f(IOUng for a distance equal to tine thickness of fill between the lotto rr of foundation and underlying:soils, or feet, witehever is less. Fa;ch layer of st ctural fill mtrst be compacted to a minimum density of % of maximum dry density as determircd by > STM D 1557 (for rigid strs etxtres) or D 69 (for flexible pavemcnts). The ASTM 1) 155" artd D 698 test methods shall be used for samples containing asp to 4VA oversize particles (greater than 3'I inch), If material coma its more than 406,,E but less than 5R oversize particles, compaction of f li shall be confirmed by proof -rolling each lift with a l -ton vibratory roller for equivalent) until the rrrrrxr`rrrum density has been achieved. Density ttivlfmg shall he performed after each proof -rolling pass until the m- lace density test results indicate a drop for no increase) its the dry density, defined as the ma -simian; density or "break ove*' point The number of required passes shall be used as the requirement irement on the remainder of fiA Placement. Mat riai shall contain suffleient fuses to fill all void spaces. and shall not contain more than ff oversize particles, Aatkfilh acicftll materials shall awrcrihc to the requirements of structural fill except that the maximum material size shill be 4 tnches. In no case shall material greater than 2 inches in diameter bear directly on structural elements. Placitng ovtrsized material against -1 id surfaces irrtr:.rferes with proper compaction, a kliil should be compacted irr aczordazrcc with specifications for structural fill. except in those areas where it as deter ,Miffed that future settlerne t is not a concern, such as planter areas, In nonstructural areas, backfill must be compacted to ra fuses and taiieldvng condvion. 791 Soulh VirlorV NthWaY - 90 ,10 8370 m (208) 37-4 48 * V a3� () 322.6 1 a - a. -mositu-af.C,M, * vww mil-4,00M MATERIAL TESTING PAGiE '20133 MATERIALS TeSTING 'INSPECTION pq M] August 24, Page # Is sit 24 ;-khrme'2006 rdoofuIare .a3Wb61�?4 :; ��° jQa Shallow excavations time do not exceed 4 feet in depth may be Oftstructed with side slopes approacl-ting; vet -taco', f3clow this depth, it is redo mended that slopes be cOnslructed In accordance wttlt t�cctapattoatraattl l a .t rr l l icaltlt Administration i 1 regulations, sectiOn 1 , subpart l�. Based ore theme e regulation - on -site soils are classified as type ., ,,, soli, and c, cavatit�rts within these soil should be constructed 'v max€mum slope of I," f00t horizontal to l £trot vertical (1''/7H:l ) for cxeavutions up to 20 feet in height. Fxcavatiorss '-ncxQV5sOf20 It ct wel? require additional tattalysis. !"Iotc that these slot err ��s rota d s,t,�lc, for hortttr,a tliti °al aid � "11 tart 1�i ftar.,�. .-tom t��iit�s Shallow, ccmemcd fine granted sails cahchcl. encountered through much of the We, may cause dit" culttes during foundation development and tttilaty placement, 1-hese soils typically extended throng ,,h depths of 2 to .5' f°cet. For deep cxcavattoxx , native granular soils cannot be expected to remain I" lac}sil=' 'r')csc materials arc Prone to failure and may collapse. thereby undermining tipper soils layers. This is especially true where working at depths near tlac water table.,. Proper care must be taken to protect personnel and equipment During our subsurface c plraraticart, tes: fait sidcwalls encrally exhibited little indication of collasc i ovvever, some caving of granular soils occurred, especially after penetration of the attar table. s ~p. s. t be to Cn so that excavations arc p pOtIN' bac filled in accordance with procedures outlined in this report. "eater anA loose debris sf"cttld be rcmtov d from these excavations,prior to placement of loll sods o corcrete. Groundwater Control: roundwater was not encountered in tile t vestiptiott and is anticipated to be below the depth of ,Wiest cOnstrUctiort, Excavatiois below the eater 'able will require ra dewaterin pro rant. it may be possible to discharge dcwatcring effluent to remote Portions of the site or to a strategically located stamp or pit, tis will essentially rceycle effluent, thus ehminating the need to crater into agreements with local drainage authorities, Should the scdrpe of the proposed protect change,VT1 shotald he contacted to pro vtde rntrre detailed a roundvititer control rreasures, pccial precautions may lac re paired fir control of surface runoff and su surfacc sewage in general. It is ttcummendcd that ru.'Ioff Caused by wet weatiner be directed away from Open cxcavalions, to -slid .silty or C ayey soils can be exivcted to become soft and pump if stjbjected to excessive traffic following periods o we weather, bonded surface eater areas should be C rained to allow construction to take place thro'aga mcthoadi such as V`Cnchingt Sloping, crowning grades, nightly smooth dmrrt rolling, or installation of "roach -drain system, Additionally. terrtpo>rary or pOr"'tartent driveway sections may be constnacted should %cl weather be forecast, i ar)VI ht t'"+ 2 6 'Marcrsg s T ,n t ash t za , tr 7 1 air t+ Viclofy Vieve JIVay e0q,. d 837€ 9 - (U ) 37`6�'47 8 ( ) 32- 5 15 .VERAL Ci3mmE When, plsrts and specifications are complete, Or ifsig title rrt cl rt s are Made, ire the eharuter or location f the proposed structure., cOnS tlt tion should be arranged 3s supplementary recommendations may he rtcuirt d. It is reco-ne-nded ,hot the service of a uali tecl geotechnical engineering l," he engaged to tes" and evaa?tr to soils III footing excavations before placement of Concrete to dctermi:tre if snits -Invet Comp c6 n rcc wretnents. Nfonitoring and wrOng should also be performed to verify flat suitable materials ire used for structural till and that proper Placement and compaction is perforated,. Copyrigh* Za 2006 Malctials Tcoing Si 27,51 South Viciosy v3 Way « _ , 3D 83709 • (9g) 37"74, e (2W 2, 1 -Mail "5tx'Ytt€ arreur . a .s'rt,0t>i'!'s 11.04 MATERIAL TESTI43 Pap sari in 2 're!stI F EH E NCES GE '213 Xrretican Society for Teiting Matenals, 1999. tanddtd 'fast Me;hod for Materials Fin r t o µ . Y Sieve in Mir ral Aggregptes by Washing- '117 - 95, M € American Society for T stirs at tials., 1991), Standard T so Method f'or Sieve Analysis of Fine area coarse Agptegaieq- C 136 - 9 a, 5 p. Arn rican Society for'Twing Materials, 1999, Standard Test Nlet ods for Liquid Limit, Plastic Lirnit, Ind Ph sticity .li x of Sails, ASTNI Designation: a 4 318 - 86, 11 p, olizu, ,.,X 1980, Soil Sur,�ey of A a County Area, Idaho_ US Department t of Ar icukure, Sall onsmti n Service. 1., t %er . K1f,. and Stanford, L.A,, 1 992, Geologic Map of the Boise valley and n4join ng area, Ada and Canyon n ounti s, Idaho. Idaho Geologic Map Series, scale 1-100,0W 791 500hVePf �J*w WAV * Oj&�, jD 83709 "£474 • Fa* i2 1 2 .C,15 •�33r'"a;ii°riT. €�,��*�>Pyi + W?�'�"a °IYt•i',$�L�fi Ca/24/200k, 02-12�, MATERTAI.. IEsiit*� F'A�213/33 MATERIALS Aurust 24, 2,006 Tcs,riNG & 22 of 29 INSPECTION Q AJ'PENDlX GEMECKNICAL GENERAL NOTES UNIFIED SOIL CLASSIFICATION SVSTEM GEOTECHNICAL TEST PIT Lo(-;s AASHTO PAVEMEN'r T"ICKNESS DU -SIGN SHEETS C B R TEST D A -fA SITE MAP PLATES Copynf,��t �;Z(Mb 2791 SOLJPIVrCtC� V'OWWAY - B*W, 108370ci * f?04)3764748 0 ;�$X ice;} 322-6515 rmugmt4d.om * -.vww rvi-dcom tr 22 of 2 INSPECTION ..._�_,_........_ taOrygyruc;ryaM Matertais 7lmn � apt tn�tyta;�- s..,��s"°:�£� arar";3 2t"• � �sttx�b a :tQ�`,�c':cs3�. N* tindard 3 N"' en tr tiow Blows pet foot ofa 140 pound harntn r failing 30" on a "0,D. t u< Unconfined compressive stt n tb. tonVO QF> 'ertetreyrr ter valuc, unto dined compressive sir n :%, jon!i/fi Qc. Cone Pnettometer value. unconfined eotrtpressivc stsa~ri t , o nds/tz°r�' V. Fans value, ultirnat sf�earjn s'r�rt tlt, t ns/fi - Water content, % L ,iquid Limit lastrCity Index NP: Non -Plastic 0* N' afujal d , density, Idsj 3 T parent groundwater 1 % 1 Poled after completion). SS, ;°t"- poon 1 3 "° ,D-. 2 " 0,D,, except where noted. TShelby Tube - 3" ,D,, except where noted. t" Auger r Sample. B, t rnuaad t. B: Carbide $it. s Grab Sample. R1 LAT VT DENSITY AND ONSI T1 fir" CLASSIFICATION Non -Cohesive " is Standard Penetration hesve Soils Standard Penetration atinn Resistance Resistance er <4 Ve i Loose 4-10 Soft 2-4 Medium Dense4 Dense __ of t Very Dcnsc PARTICLCSIZE Boulders !"I in, * 1 rr w to 0 6 nyrrt Sias 0 074 rrm to 0,0 t bble 12 in, to 3 yr Medium Bann 0,6 n-M to 0,1Mn) CIAYA 0.005 rrrn & snorter Gravel 3 in, to S mrn Fine Same. 0,2 ,rm !o 0,074 nary s t su"ith v �V*W Way • Botse, to 63709 * t p 376-47 * Fax () 3 01 In-i—c ate-O.Mm • WWW,rti•td-amity TESTING & Page# 23 of Mix INSPCKTION J ttv9rg r 3 Series J Gevec?tmcx E i pn rt-t t to t ht#dtk'isr3 T to Un fi d boil classification System Major ? Symbol Soil Descriptions Well- mdrd gravels, gravel -sand mixtures, little or no fines (iravel NW and ' orly-graded gravels, gravel-sgrd rrtimures, little or no ii Gravelly Gp Soils Rilty gravels, Poorly -graded gravel-:ancl-silt mixtures�. w5 /0 come frartatr t Clayey gravels, Poorly.gra ed vel-sand-clay rnixtures passes #4 sieve Coarse d Well -graded sands, gnvelly sands, little or no hires lC i3i and ... >....« ...�.,-R ...«.,�.�.... «....o .:»ti..,... ,.««..«_-. Soils and a., ......,,_,.v,...w.. .�.......«., �«....__-,,..«.moo ..u.«... .aa�..,,..,.... ..........« Poorly -ceded sands gravelly sands..tale or no fines 0 SandvSp mosses Solis tlt� -saii ds, Poorly -graded sand- r vel-snit mixtilres� 1 IDO sieve 1 coarse fractior 1 _ .. _. Clayey sands, Poorly- gded sand -gravel -clay rrt.xiur s _.. }asses #4 sieveSC _ ....... _ ..... ................ . _ m... -.. _..... Inorganic silts very fine sands, silty or clayey fine sands. Silts :.. M :.... .. ... _...... _lae silts and Tnor arnc clays € f low to m dium plasticity, ravd'y clays, sandy Clays _CL clays salt oLqyslean t s. . ....... Organic silts ar:d organic silt -clays of low plasticity �+.ttr��ycW E.-,mined :: y"y V 3 - Soils ...............��..«u.........�.,�.«.««w ...«, j._,,,M ..,..__...... ...._.... ....... ....... Inorganic silts, micacco€�s or diatomaceous fine send or silt � > tl% Salts ' H passes 0200 and. Inorganic days of higli plasticity, fat clay sick Clays CH l I > 50j _.......... ..,s Organic silts and clays of mediurn-to-l;igl: piasitcity _ OH Highly Organic Soils � q Peat, humus, hydrae sails with lads organic content PT 791 gouW, g logy Way • Boise, 10 43709 - (201 7 -414e • cax IIZ -615 . , }, "ntJ* ttla-trl rtt , 4 rnt€-d.Co Page 4 24 of 1 INSPECTIONfj iv�rnnt ar r€ st'ci trin , €rerstrttetas ttr s ads i ar rs 's trt�s�;<3Ut� �cj�c}r�ti Cott � 3��s1a6 4 GEOTECHNICAL INVESTIGATION TEST PJT LOG Te,t Pit Log #; TP-1 DateAdvanced: ,; i203 Lo e(I by: Monica Hunter kxc v t by JTS Extav tion Location: See Later Site Map Plate$ Depth to Water Talk: of Encountered Total pt� 14�7 Feet Depth Field e r ipt c n3 WIUSCS $oil Sample Sample Dtth Op ab Test `; 'rticr►- i s �t) and Sediment Classification _.. w � � �ID _._ �... - Saltily Silt (,NIL)-- Light brown to ,tt brown. di"}r„ stiff 10 veay vt , weak B,,jlk 0,5-i,IJ calcium Carbonate MIettt =ton from to 4 ,feet, withfwgrained sand and orgnk rowerial to 0, 6 fov --Sand content increases jj Peorxv Graded Sande =ppral1�wel g9 arae atom deme, rnaerntttrent weak t carbonatezh ar�aon ate C�same�ynr��gaf�tyosn, � ��°[[nY lciu� rcoarse � fine t4,a coa�tr Y,,. grain d san 4R+kR4' 6 !" Icts Minus cobble. Cr ytight C-2 6 '!+='tatertals ToOng & Inaba:pan, Inc 2791 Sowh V t V- y . Briise, ID 83709 • ( 6) 76-+ ?48 - fax (mi) •tJ4 t t'Yl rlitt« CAS « Www4 O- TeSM INSPECTION (. OT E TEST PFV LOG Test }pit Tog #:'FP-2 Date Advanced- 8/8/7,006 Logged : Monica enter n vated rby, JTS Excavation Location: See aster Site Ma P� Dcp th t ' t r l'ab e: 4 at �t �a tnt r 'rota' Depth; 16 Feet copyright t 2 vottnah lofirtz & te«s es s. )sue, 7 s? Soul) dory Vow Way * Bofm1 37* f j 76.4749 * () 3V2«65tS mail mtj(* t d Capri * vAgw, n-€ ,co MATERIALS AuSust 24,206 TESTING & Page 9 26 of 2 INSPECTION GEOTFCHNICAL INVESTIGATION TEST PIT LOG Test Pit Log #- TP-3 Date A v rc d'fob Logged by, Hones Hunter Excavated by. JTS Excavation U>cafion. See Later Site M elates Depth to W ter Table-, Not Encountered Total cvth 1.1 Feet -ls f?v}? i#Si*i 14. Jt7i * Y#ww.rnh-Y tof7 \.001 k fgtAl.t.W3_. faTESTING & Pap 9 27of2 �+ INSPECTION "t.'S�$i�rh'?¢'remal Services k%{,rsT:Fi "{ $i tt" r€: �. ag'it;tr,:r =Cf:�• 1 1 ;' tS t"3l rt%t w �I #($'^'Y}°a,�L"`ij}yga«. r.'btzlas`.'�.126 rclaatS�# �ttl�«3 3�a I k �fl�gr�tcsll alp AASH"l'O PAVEMENT THICKNESS DVSJGN PROCEDURES P*.Ctwmt rstc,660 etm" t ^.artwas iV &j. mj:_. No T lr Atr " Avmtr6 Rally Tramt coo, tta 'DO ,AV Lsuca & Sath I.�:rm#tt€1tt L e: 15 vt,4m orTrOrk ftt Do'Doo Lath iU� #`trwittAt MICR.«%y} ErY ttdtx Mr tit$ rC tirtix#risit ^ 65 4rrlttrtf+ds "i €al raft tr; Q_r1 n Crt al.ilff" of Otsign to I ip fsAI t Curly Oram'a 1AW uc4i 331 (i 3 iR .Y,4gg:�9p f erttel & Prck4l 7t{VU, $ , i1 a 7 1 2 Axlt, 6 Tvc I rmks Q,1 2386 3 mew Semi Tm3kr rdck a d.IMI 2,37N y O�wWt Trar s T-vckr 3 k 2 � 47 tt ttcxvy Tracim T'rwi w C4mbo T r tkt 0 20% 2 r 16p, 4 A*zrage # rly Traffic in q,,,,, cj � rrsud D"ito .Life tg WA Es ILIv 3 LIZi ertumi Log (ESAL't). 9,14 1 z 7r l Log 4CSAt,`t)t 4,S10 TSs1gm$rxtbec4na$ c t r i*eit asy.isc etaaa3l { Aiu1 ftwom Stctfiln t)t o N<. 2, l ii71 &�34:'7 "4fwT t31{.*# C ii;.thi xi7 a°` Frei{{$: SgS'Xir° ±tr< rriaf ` ti " it is VwRitrt$ t tnwhc'r gS�rtrV�yetu{,�r,�a..�l cettrki t r"mritdal Atphafif C confr - 11 V1 n 42 WA A�p*31t Traattd Ow, 0,00 1 1:4 rmi, "t Trtwtd S se, 4 40 ti. 7 �>a AtZr ft t; 400 Run 114 Run c re ate t$lagradtr �r.jp •t {Q g a$ rvt sttr 4 fart; Am 0 N 0 4 Copyttgho .•'006 Materials Trsarng & Inf-ptelkkn, Inc 1 SO th V1010TY i tOW WaV r Boil.". 10 831709 + 51 ..... a -WO frta r?tt-tt) cem . www,rMi-id, Cf r 11� 20832216515 MATEPIAL ,EST I`16 PAW. 30/'-13 08/202M& 0'2'� 2? MAT ER I A L S Aupat 2420% Tc:ST[Nr. & 'age # 21ZI-11'29 INSPCECTION Servce4; :1ral titan lnowma Z) comnuctfon v ai try AASHTO PAVEMENT TMCKINuss DESIGN PROCEDURES pavrincrit stmon Deiglt LbCmfim I'M Dwidog, tfwk 'Acv-- -A-erxg* 0*0Trs(fic CovM� tks;c* Lac % 4VT rnfrk io DtOro Lvw Ttrow"al SK-044Abulty 146tv (P-# LevO of K*0"ftr subgrid,csuit VOuc- PASomrf cam Sims, ?4ricl & ftkup Tlwk'� A tc, 6'riTt T,,%cks, Co"mitT-utu NmpTmcki,� Truiv, Sim Tmkt Tm4k% Do.b1c Trtftr Tni&s l4an I mckv Tm' mr Camb*'Ne� 5 A wrVe N4y TmM� in Dmin Loiimt I'm All 'L�Irt%c "',mmwz� 1, Ygm {kAliiitaiifi" Of V"it* Ifil kip f3A LA 0itily 0,4VAh � "d raf% Ralc F"4Ya`.N- FSAL't it) 1. rm. 0,0008 HD 0% Utoo P 20 Z 0% 0 310 2. 4,0oo 2,014 '.-t 4 3m, 913 24IN 1`14) 1 lsi'773 2 81 M272 . tart MISS ToW Des" We It kip FSAU,�: 14561�48 Aducl L,v(f.SAL's)- S 40 I H21 $'N� 247 rf it t big (ERAVI); povim*m seetton 0" SN. �621 oftign 0"b stfuefural orwi"*K- loth" c4tMov"I c-dcA1c*m Aipholik t:o*rrow� 3.00 042 41A AsObAlit TrtsvM R*tc 0110 0Z MA Trtlad Cast; t)'00 Qj ('""heJ AgUetlair Ulf- 4.00 to t� P" Run 2791 Scut, VJt(QqV VR,4 WAy - Boise, JD 837109 * (208) 376-4748 Fax 1208) 322.6515 * WW4"mr-lbmm' ag/ 2 1- Cet 02208 %.� 322G515 MATEPIAL TEcZ7 TV,4 PAGE MATCRIALS Augug 24' 21006 TeSTING & Pap h 24 �f 24 INSPGCTION 3 ac-Nachnical --iremrit' '!JVicr, matertals ,ovens % doc C. R. R. DATA *�Adovg 1.4*4 1 MOO# p4i VoNt p 0 00 0 54 a C, 25 20 12.41 OSO 0 Ib 182 oull ht 224 (t 100 77 20 216 Otis 86 32 Z96 0,150 W 0,1 7s tS i5 141 0200 441 0100 49 5 52,'F 0 400 a cart 1%0w 1 0 it Dry Dcnmf� 91 0 0 % O'Ot'. 1,0 kid ii at 0,10 ola ol')r� 0 46 O—S Mxsimum Dry otSnsjty; Vlma!" cottm atfort com$mv": '1401naft Comm 'AfItT CompvKtoft 215 Tw i lmh< l&f PoSsmg U4- tttr ,Ytma�jm ( fb), Cofftright 2OW Mstcrialij Tyr n lvsptc;vj,, Inc 27 91 "AC VY Vf*w WZY * HVW, 10 03709 - (200) 376-4748 Fax 5 E-kW '060"-;d com - wwwrit)-fooex-n x� ^� g� ��^ V 72 08/24il-006 82:22 2188�265i5 MATEPI,^L 'rESTING PAGE i 3`4