Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Application
IEcEwE JAN 3 0 2017 E IDIAN 6Y. Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY : / CKI� �' � Project name : l� r i File number( s) : Assigned Planner : e )6Q.r 4 ,t Related files : Type of Review Requested (check all that apply) ❑ Accessory Use ❑ Planned Unit Development ❑ Administrative Design Review N Preliminary Plat ❑ Alternative Compliance ❑ Private Street ❑ Annexation and Zoning ❑ Property Boundary Adjustment ❑ Certificate of Zoning Compliance ® Rezone ❑ City Council Review ❑ Short Plat ® Comprehensive Plan Map Amendment ❑ Time Extension : ❑ Comprehensive Plan Text Amendment Director/ Commission/Council ( circle one) ® Conditional Use Permit ❑ UDC "Text Amendment ❑ Conditional Use Modification ❑ Vacation : Director/Commission (circle one) Director/ Council (circle one) ® Development Agreement Modification ❑ Variance ❑ Final Plat ❑ Other ❑ Final Plat Modification Applicant Information Applicant name: Brian Porter Phone: (916) 955- 6999 Applicant address : 3057 E . Red Tail Drive Email : portercon@sbcglobal .net City : Eagle State : ID Zip: 83616 Applicant' s interest in property : ❑ Own ❑ Rent M Optioned ❑ Other Owner name : Daniel and Carolyn Gibson Trustees of the Gibson Family Revocable Living Trust Phone : (208) 573 -3328 Owner address : 2780 W . McMillan Rd Email : hootcarolyn@aol . com City : Meridian State : ID Zip : 83646 Agent/Contact name (e.g . , architect, engineer, developer, representative) : Shon Parks Firm name : T-O Engineers Phone : (208)323 -2288 Agent address: 2471 S . Titanium Place Email : sparks@oto-engineers.com City : Meridian State : ID Zip : 83642 Primary contact is : ❑ Applicant ❑ Owner N Agent/Contact Subject Property Information Location/street address : 2780 W. McMillan Rd, Meridian, 1D 83646 Township, range, section : 4N , 1 W , 26 Assessor ' s parcel numbcr(s) : SO426347150 Total acreage : 12 .38 AC Zoning district : R4 Community Development ■ Planning Division ■ 33 E . Broadway Avenue, Ste . 102 Meridian, Idaho 83642 Phone : 208-884-5533 Fax: 208 -888-6854 meridiancitv . or�),/planning 1 _ (Rev. 0611212014) Project/subdivision name : Goddard Creek Subdivision General description of proposed project/request: Self storage facility with managers unit and Multi-Family Proposed zoning district(s) : Community Business and High Density Residential Acres of each zone proposed: CC: 7.38 AC and R-40: 5 .00 AC Type of use proposed (check all that apply) : ® Residential ❑ Office ® Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Settlers Irrigation Which irrigation district does this property lie within? Settlers Irrigation Primary irrigation source: Tied into Lochsa pump station Secondary : Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water) : N/A Residential Project Summary (if applicable) Number of residential units: 82 Number of building lots: 22 Number of common lots: 5 Number of other lots: Proposed number of dwelling units (for multi-family developments only) : 1 bedroom : 2-3 bedrooms: 82 4 or more bedrooms: Minimum square footage of structure (excl . garage) : 15350 SF Maximum building height: 37 Feet Minimum property size (s. f) : 3,084 SF Average property size ( s.f.) : 5 ,430 SF Gross density (Per UDC I I - 1A- 1 ) : 16AO DU/AC Net density (Per UDC I I - IA- 1 ): 30.48 DU/AC Acreage of qualified open space: L57 AC Percentage of qualified open space: 12.6% Type and calculations of qualified open space provided in acres (Per UDC 11 -3G-3B ) : Playground, play field , lawn areas landscape buffers (50% along W. McMillan Rd), and common walks Amenities provided with this development (if applicable): Play field, playground, and art piece Type of dwelling(s) proposed : ❑ Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ® Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: t Common lots: 2 Other lots : Gross floor area proposed : 143,964 SF Existing (if applicable) : 7, 150 SF Hours of operation (days and hours): 8 :00 a.m. - 7:00 p.m. Building height: 27 .5 Feet Total number of parking spa s provided: 7 Number of compact spaces provided: N/A Authorization Print applicant name : Bria orter Applicant signature: lee Date : 1 , 21 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste . 102 Meridian, Idaho 83642 Phone: 208484-5533 Fax: 208488-6854 %%r%%rN% . iiieridiancitN .org/plannititI 2_ (Rev. 0611212014) I January 25 , 2017 Mr. Caleb Hood , Planning Division Manager Planning Division City of Meridian 33 E . Broadway Ave . , Suite 102 Meridian , Idaho 83642 RE : Goddard Creek Subdivision — Re zoning , DA Modification , Conditional Use Permit , Comprehensive Plan Change and Preliminary Plat Dear Mr. Hood : I Attached for your review and approval are the applications for the Goddard Creek Subdivision located at 2780 W . McMillan Road . After receiving good comments from planning staff during two pre - application meetings and comments from neighbors at neighborhood meetings we have thoughtfully designed a project that includes : a storage facility on the western 7 . 38 acres with access onto W . McMillan Road and a multi -family, 82 unit residential project on the eastern 5 . 0 acres with access on the W . Apgar Creek . The design team has worked to create a project that fits well into the existing surrounding neighborhood . Architectural facades as shown in renderings attached in this package are designed with materials , proportions and colors that are attractive and that blend well with the neighborhood . For design and planning purposes , our design team used the Meridian City Comprehensive Plan , Zoning Code , Pre- application Meetings and Neighborhood Meetings as the policy basis for the design of the Goddard Creek Subdivision . As a result of this planning we ask your approval for the following : Development Agreement Modification to allow these uses per plans and application in Lochsa Falls Subdivision Development Agreement . Comprehensive Plan amendment to change land - use designation from Office and HDR to MU - C • Rezoning from existing R4 to CC and Conditional Use Permit for 7 . 38 acres for a new self- storage facility. Rezoning 5 acres for a Multi -family 4 - plex residential community from existing R4 to R40 Preliminary Plat for 12 . 38 acres per application and plan Enclosed is a project narrative that details the project and various aspects of our applications . Thank you for your consideration and should you have any questions or require additional information please contact me . Sincerely , SHON PARKS , LA Landscape Architect T - O ENGINEERS 2471 S . Titanium Place I Meridian , Idaho 83642 D 208 . 323 . 2288 M 208092112776 www . to - engineers . com SUMMARY Located in Southern Meridian at the NW corner of McMillan Road and N . Goddard Creek Way, Goddard Creek Subdivision is a 12 . 38 acre development with a 7 . 38 acres self-storage facility and an 82 unit, multi -family 4 - plex community on 5 . 0 acres . The design team has received good comments from planning staff and neighbors helping to create this plan which is designed to fit well into the adjacent neighborhood and provide new housing and rentable self-storage units, while minimizing adverse impacts to existing residents . The primary features that are being used to make this subdivision attractive include : well - designed architectural facades, highly planted landscape buffers and well placed access locations , Location Map �90 m Rt r z RUT tT 1 e - � l — C E i RUT C. G q A G .a OWA'IIRAPIDS LN -- -- C-0 — - L o PROJECT i c IC 43038'49.67" N 116024'44 .64" W Jan 11 , 2017 - landproDATA.com The materials available at this web site are for Informational Scale: 1 Inch approx 600 feet purposes only and do not constitute a legal document. Property Information : Parcel Address Current Zone Proposed Zone S0426347150 2780 W McMillan Rd R-4 R-40 ( east 5 . 0 Acres ) and CC ( west 7 . 38 acres ) . Goddard Creek Subdivision — Narrative and Summary of Applications T-0 Engineers, Page 2 Surrounding and Adjacent Land- uses : Adjacent Building Types and or Uses : Adjacent Zoning North - Multi4arnily Residential Apartments and Patio Homes R- 15 and R-4 South - Residential R-4 ( Across McMillan Rd ) East - Limited Office L- O West - Limited Office (vacant land ) L- O Zoning and Subdivision Map SII.VERLEAF rHiW a i� v ii t _ _ - SII RLEAF ' _ �� NO 02 ' - - - - - - L SA I� NO 01 I LOCHSA �� FALLS I.i..{ +- - - - - - - - - - - - - - - - - - r � __ �- FALLS NO 6 _ - - � LOCHSA LOCHSA NO10 FALLS 4W TJKJLAn 9 '00 LO_ PA = FALLS / LS NO 02 __ - NO 07 �- LOCHSA FULFER _ FALLS NO 03 NO 01 VERONANO 01 - '•- - LOCHSA ---j y W - ' - - - - - i FALLS NO 04 + INTRONA !"" R- $ FULFER ; LOCHSA 1\'O OS ' I LOCHSA { , ' _ _ _ - FALLS FALLS NO 03 _ _ t - - - - � NO05 I I t Nfl Q�_ _ _ FULFER ' - _ - - - - - -r , ;VERONA� I NO 07 FULFER i+ t ' y ; ; NO 03- ; i NO 02 NOOEIR CO �� t SEL�'SWAY �� + SO VERONA APARTDIENTS �`, ''�---�' ; 7 - - - - - - - - - - - - - - - rRq NO 04 ` FL'I.FERCOlV .� JZI R CMG i vERONANd �,1 ' ` t t _ - __ "- i NO 04 project +N15*1 04 AMD - - - tBRIDGETONYER BRIDGETO�VERCROSSING NO 07 i i; CROSSING NO 09 BRIDGETO`VER BRIDGtCROSSINGCROSSIN Zoning Districts Commercial Districts Industrial Districts Residential Districts Neighborhood Business (C-N) Light Industrial (I-L) Low Density Residential (R-2) Community Business ( C-C) j Heavy Industrial ( I-H) Medium-Low Density Residential (R-4 ) Traditional Neighborhood Districts Medium Density R- General Retail 8 Service Commercial (C-G) y Residential 8( ) Limited Office ( L-0) Old Town (O-T) Medium-High Density Residential ( R-15) Mixed Employment (M-E ) Traditional Neighborhood - Center (TN-C) - High Density Residential (R-40) ■ High Density Employment ( H-E) Traditional Neighborhood - Residential (TN-R) Goddard Creek Subdivision — Narrative and Summary of Applications T- 0 Engineers, Page 3 . . � REZONING APPLICATION This project parcel is designated in Meridian's Comprehensive Plan as future Office and High Density Residential and is currently zoned R'4. During our pre-application meetings with the Meridian City Planning Team, it was established that the project would be within Meridian City Code and be well served with the blend of a CC-zoning for self-storage facilities and R-40 zoning for multi4amily residential development. Consequently xve are requesting the following zoning designations: 1. Amend the Future Land Use Map inthe � Comprehensive Plan to change the land use PRE-APPLICATION MEETINGS& designation to MU-C. NEIGHBORHOOD MEETINGS 2. Rezone the eastern 5.0 acres toR-4OZoning a. This zoning and the 82 dwelling units in Pre Application Meeting#1 attached 4-p|ex buildings was designed to blend with surrounding Pre Application Meeting#2 neighborhoods. At1G.5 dwelling units October 6, 2016 (Planners per acre (DUA)this multifamily suggested flipping the community does not conform tothe Storage facility to the western much closer R-16 zoning; however,vve realize that the R-4U allows for amuch Neighborhood Meeting#1 greater density than planned,therefore October(Primarily Storage \we will be supportive ofoDevelopment Facility Agreement that restricts these 5acres with a maximum density of82dwelling Neighborhood Meeting#2 units, or a rnoxinnunn of17 Dwelling Units December 22, 2016 (Primarily Per Acre. 3. Rezone western 7.38 acres toCCZoning a. The Self-Storage Units in this zone will ACHD meeting October 20, also require a Condition Use Permit. 2016 PRELIMINARY PLAT APPLICATION General Site Development:This preliminary plat is 12.38 acre subdivision with a 7.38acre self-storage facility and a separate8Z unit, 5.0aure multifamily residential community. Each of these land-uses will have their own access and are being developed by different companies with private drives. Each uf these uses will maintain anoffice with parking near its entrance. Architectural features and colors are designed tn blend with surround neighborhoods by using stone cladding and varied colors in natural tones and also some variation in height and accent color(see exhibitd. Amenities:Open Space and Site The community is designed with a five foot sidewalk within a 35' wide landscape buffer along McMillan Road, Also in accordance to UDC codes, other perimeter landscape buffers, pedestrian connections and amenities are provided to ensure the quality of this community. While several existing undesirable tree species are being removed, desirable existing trees are being preserved and/or mitigated within the project s common open spaces. The prnject's open space was calculated asfollows: Goddard Creek Subdivision-Narrative and Summary ofApplications lFo Engineers,Page 4 Multi family Residential Open Space Component: Meridian Code 11-4-3-27 Multi Family Development requires "350 sq ft for each living unit containing more than 1200 sq ft of living area." Restraints include: open space area must be larger than 20x20; cannot be adjacent to collector or arterial streets unless bermed. Also states we need 80 sq ft of private useable outdoor space for each unit. • 82 dwelling units x 350=28,700 sq ft open space required and approximately 36,428 sq. ft. provided • Also, 80 sq ft of private outdoor enclosed space for each unit required with 82 sq.ft. '... porch/patio provided. i Self-Storage Open Space Component: I Total required open Meridian code 11-3G-2 Open Space and Amenities Applying to All space for project is Districts "total land area of all common open space shall equal 54,870 sq ft. Plans show 10% of gross land area of development." In addition 50%of approximately 68,176 landscape buffer along McMillan Drive(arterial street)was count sq. ft. of open space toward open space. provided. • 261,708 sq ft x 10%=26,170 sf of open spaces required and approximately 31,748 sq.ft. provided. The amenity package also meets the requirements of for Self-Storage facilities and for Multi- Family Unit developments which requires projects with over 75 dwelling units to have at least four(4) qualifying amenities. These following amenities are provided as planned and described below: 1. Open grassy play field with minimum dimensions of 100'x50'. 2. Public Art—space assigned in public common space of multi-family 4-plex site but art piece per Meridian requirements will be determined at a later time. 3. Playground -A playground area consisting of a tot lot play structure, park benches and a walking pathway around the park area is designed as a central feature in the common space of the multi-family site. 4. Pathways-Micro paths are provided through the multi-family common spaces as well as linkages to McMillan Drive sidewalk. Parking: This project provides more parking than is required by code to service to guests and users with convenience. • Self-Storage (office)-(3) parking spaces are required and (7) proposed with (1) disabled sparking stall. • Multi-family 4-plexes—all units have at least(1) covered garage space and (1) driveway space. Two-story units have 2-car garages and 2 driveway spaces. In addition there are (12)guest parking spaces located throughout the community with 4 handicapped stalls and 9 bicycle parking stalls. Access/ Roadways: This subdivision is fronted by W. McMillan Road which has a 50' off-set row and is planned for 3 lanes, plus bike lanes. The project proposes a single approach off McMillan for storage access with a second access to 4-plexes off W. Apgar Creek Lane. Also two emergency access Goddard Creek Subdivision—Narrative and Summary of Applications T-O Engineers,Page 5 locations are proposed in plans. Accordingly,we met with ACHD on 10.31.16 to review access locations, roadway geometrics, rights-of-way and traffic. As proposed ACHD will not require a Traffic Study for this project. Multi4amily Residential Community — Narrative The site for the proposed for the residential components, specifically multi-family 4-plexes, is located at the corner of W McMillan and N Goddard Creek Way. At this location residents will enjoy close proximity to Kelly Creek Park, Heros Park and increasing retail shopping at the Ten Mile intersection. This land use will provide good transitions from busy McMillan Road into adjacent residential neighborhoods and from residential uses to the increasingly intense land uses farther west (particularly as the future corner of McMillan Road and Ten-Mile continues to develop). j Residential project perimeters will primarily consist of landscape buffers per Meridian Code. Within the 25' wide McMillan buffer will be a 4' berm and a mix of vegetation types including evergreen and several preserved existing trees. Along Goddard Creek the setback/landscape buffer will extend the landscape another 12'to 42'with a mix of plant types for seasonal interest. It was suggested from one neighbor at the 12/19/2016 neighborhood meeting that the existing vinyl fencing along west Goddard Creek be removed. While we concur with this desire to create a more attractive streetscape this matter must be deliberated with Selway HOA that owns and maintain this fence. Existing privacy fencing along the Selway Apartments will be preserved. Continuous storage units along the West provide separation between uses. The buffer storage and 4-plex community is largely 25'; however, we request a slightly reduced vegetative buffer of 20'where parallel parking is provided along the drive. Primary access into the multi-family 4-plex community will be the local street W.Apgar Creek Lane with a secondary emergency access onto McMillan. A small office and related parking and mail boxes are located near this entrance. Consistent with adjacent structures this 4-plex community is designed with 2 and 3 story residential units. Dwelling units are largely oriented to front onto McMillan, Goddard Creek and Apgar Creek with attractive landscape buffers to provide some screening of these units from traffic. Within these well planted landscape buffers, pathways will provide guest access to front patios. Internally primary resident access is provided via a loop drive (25'wide) allowing access to driveways and private garages. Along this loop drive are provided guest parking,ADA parking and bicycle parking,trash and mail boxes for residents and/or guests. A central open space greenway provide community amenities that include a play field,tot lot playground, pathways and a location for a public art piece yet to be determined. This multi-family community is designed with two distinct building types, one building with all 3-story units and one building with wider two story units on each end. These building types provide architectural interest and diversity in floor plans to accommodate different user preferences and lifestyles. On all units porch/patios provide at least SO sf of private enclosed outdoor space. These porches, along with the gabled entrances and stone cladding,give the project unifying architectural element constant with adjacent neighborhoods. Dwelling units will range from 1350 sf(two-story units)to 1620 sf(three story units)with three bedrooms and private garages(1-2 cars). Buildings will have a maximum height of 37'. Goddard Creek Subdivision—Narrative and Summary of Applications T-O Engineers,Page 6 Self-Storage Facility — Narrative The site for the proposed Storage Facility project is located north of W. McMillan and west of the proposed multifamily 4-plexes at Goddard Creek Way. This land use is a good transition from adjacent multi-family uses to the Limited-Office use zoned for the corner of N. Cortona Way. The new s storage facility offers a variety of self-storage unit sizes has centrally located office and managers residence. Parking and access off McMillan Road, approximately midway between Goddard Creek Way and Cortona Dr. As designed,this facility provides a nearly continuous architectural perimeter wall on the south, west and north sides. On the west a 6' privacy fence,five foot landscape and driveway are located over an existing sewer easement. An all-weather access to the sewer clean-out main-hole is provided in plans. Security gates will be located at the main entrance (coded) and at the emergency access/egress already stubbed to the northern property from Selway Apartments. The northern emergency access gate will be locked. The exterior architecture of the storage facility is designed to be attractive and unobtrusive. Architectural panels, columns with parapets, and color variations (natural tones)are used along perimeters to create an aesthetically pleasing exterior. Furthermore, landscape buffers contain a mix z of plant types including evergreens for seasonal interest. Within this buffer small berms and a sidewalk connect the project to the community along McMillan. CONCLUSION The developers and design team respectfully request approval of this subdivision Rezoning, Development Agreement Modification, Comprehensive Plan Change, Conditional Use Permit and Preliminary Plat applications for Goddard Creek subdivision as outline above. This project will provide good land-use transitions to adjacent neighborhoods, a mix of medium density housing in attractive 4-plex units and desirable self-storage facilities with attractive facades consistent with Meridian City requirements, objectives and codes. Goddard Creek Subdivision—Narrative and Summary of Applications T-0 Engineers,Page 7 Exhibit 1 Site Plan APARtME I APARTUEM APPATMFN'T 9LfHi gWp v B100 ;�{<Z ryEAAEmil Piwio) �� aJ PPARiMENi 9100 APARTMENt BtW 7 lEnt4.—I APARTMENT BLIX'i (Ycns£Mx Rwio) Fyn RA.Rx nwio, ck.�...a,w� .v 9TOMGE U)NT9 tiELN 91 MA7�NEYT3 \1'.APGAR Caux IA TT a i I � sroRAGE urnsIT II O 9TWNGE UNfiB ' '� i % ,�' i .. 9TORACE UM1Rs _ mkt tO .. _ - z / m....v \. STORAG£Ui.19 sTauce - - rt.ntcanu.ANnonn 3 c 4-Plexes along Goddard Creek Way � F 4 I. r _�• Tr N_�• _I �• 1 ( h J 'A t { �' .✓. - 61-0 l.(2,'>'�',Z�— _- , y ._ -Bto2(%p;aA} iBw 7i.(3.'�,3�s�-- ♦ ----goo 4. 233a) _ .—aw W.Apgar Goddard Creek Subdivision-Narrative and Summary of Applications T-0 Engineers,Page 8 i iy j fh:_ is s r� ' t lie 110 Or II L _ oil1 Bull Exhibit 2 Goddard Creek Subdivision — Narrative and Summary of Applications • Engineers, Page 10 Exhibit 2 2-3-3-2 Luxury 4-plex I - ---------- Ih MI 00 00 001 on 00 00 00 i}-+ 1.-r1F- r }-: I I I I I } I I I I l r .r .. _J 711 Ir IMIIJ _ y _- 0 j _ r I. t ' b , y 1 4` Fart f IL 13 1( x f { I Goddard Creek Subdivision—Narrative and Summary of Applications T-O Engineers,Page 11 '11 i Y � �• L L.L L v x 1 Exhibit 2 Tq re AM- Vol I'J� '� �\ - �• c loomm - + ' .�Goddard Creek Subdivision — Narrative and Summary of Applications • Engineers, Page 12 R. � aa► ,fit : ,� 1 _ � ss` �. �`�:•��r - � � • Engineers, Page 13 Exhibit 2 3-3-3-3 Luxury 4-plex ------- ... ...... - 7 - ------------------------- ----------------------- f - I FL ----------- - ----------------- i I 1 L___________________L___-______--------------------- t t _ ----- T 1 1 .. a t I 13 r _ 1 t X - L l 1 fvL � _ Goddard Creek Subdivision—Narrative and Summary of Applications T-0 Engineers,Page 14 Exhibit 3 Storage Unit Rendering and Site Plan of If A W . Apgar Creek Lane r _ —, - - - — If. If, i f7TIj11i 1 ' [1Ii1 ', 11 1— Ji11 Iii 11f111 I Z o I _� � - . w " i ' I 11 � Ilftll � lllllllllllll lull i "" o - 0ooP I I 0 z - - - - _ - .. • I . . 44toW. MCMILLANROAD D9al]OADJunnun;P.W�p� t _ ... I I I ow J ` 1 'WEST MMIILLAN ROAD No I — I 2 N CORTANA WAY_ 11 / 1) f8 0 — to -- 3af�l� .mancafluar� reo�>—----- - Goddard Creek Subdivision — Narrative and Summary of Applications T-0 Engineers, Page 15 n Exhibit 3 Storage Unit Elevations 4 I n ■ e eim - M1 1 $ELEV (MdAILLANSMM) OFFICE 2 c _ 3d,-cORTANAWAL1w- 2___..____.___._. _ ___ ... ... f -, 1 �. lM1 . F 1 I• I o ti WELWAY APARTMENT-S ,&QNT.. 2- _ _ . ... . - Goddard Creek Subdivision — Narrative and Summary of Applications T- O Engineers, Page 16 Exhibit 3 Storage Unit Elevations ry 1 W.MUAIL--LAN_ROAD _____ y L ENTRANCE =- i j a i 3 N GOUDARD REEK WAY - - I i E ti 1 N.GODDARD CREEK WAY-2 I ti 2 N,GODDARD CREEK WAY-CONT. Goddard Creek Subdivision—Narrative and Summary of Applications T-0 Engineers,Page 17 T = O ENGINEERS CONSULTING ENGINEERS, SURVEYORS AND PLANNERS 332 N . BROADMORE WAY SUITE 101 NAMPA, IDAHO 83687 208-442-6300 • FAX 208-466-0944 LA � 5 �\CEN C Project : 160210 (,w� Date : January 06 , 2017 °• 11120 Page : 1 of ��+ o z - o5 -) 70 cL�gr� OF % c EXHIBIT A4 NN soaE�' COMMERCIAL REZONE 1 , MCMILLIAN STORAGE UNITS A parcel of land , for the purpose of re-zoning, situated in a portion of the SE1 /4 of the SW1A of Section 26 , Township 4 North, Range 1 West, Boise Meridian , City of Meridian , Ada County, Idaho , more particularly described as follows : r f said Section COMMENCING at an aluminum capmonument marking the southwest come o g 26 , from which a brass cap monument marking the southeast corner of the SWIA of said Section 26 bears S88 ° 58 ' 46"E a distance of 2602 . 80 feet ; thence along the south line of said Section 26 , S88 °58 ' 46 " E a distance of 1301 . 29 feet to a 5/8 - inch rebar marking the southwest corner of said SEI /4 of the SWIA (Wl / 16 corner) and marking the POINT OF BEGINNING ; 1 ) Thence leaving said south line along the west line of said SEI /4 of the SW1 /4 , N00 °29'27 " E a distance of 45 . 12 feet to a point marking the southeast corner of the Amended Plat of Verona Subdivision No . 4, as recorded in the official records of Ada County, in Plat Book 102 , at pages 13476 through 13477 , 2) Thence along the east line of said Amended Verona Subdivision No . 4 , N00°29 ' 27 " E a distance of 428 . 25 feet to a 5/84nch rebar marking the corner common to said east line and the southwest corner of the Selway Apartments Subdivision, recorded in the official records of Ada County, in Plat Book 102 , at pages 13575 through 135780, 3 ) Thence leaving said east line and along the south line Of said Selway Apartments Subdivision , S88 ° 58 ' 36 " E a distance of 681 . 21 feet to a point ; 4) Thence leaving said south line S01 '01 ' 14 " W a distance of 473 . 31 feet to a point on said south line of SEI /4 of the SW1 /4 ; 5 ) Thence along said south line N88 ° 58 ' 46"W a distance of 676 . 84 feet to the POINT OF BEGINNING . Said parcel containing 7 . 38 acres or 321 ,403 square feet, more or less , and is subject to all existing easements and/or rights- of-way of record or implied . MERIDIAN • COEUR d ' ALENE • NAMPA L :\ 160210\50_Survey\DESCRIPTION S 41 N. TEN MILE ROAD �2 ON ;u 0r (A a C AMENDED N ^, P z VERONA SUBDIVISION h ► NO. 4• y NZ I cCi, $ 4 ' N00029'27"E 473.37 NO ' ' wd• 42$.25' . c J> ► `\ m n m e '. i ► N � Gf� mA n br} 1 Gn 'a > b ' (n z (n y � � 1 m c 00 0 '" C9 r z u �1010, to ay i cl Y 000 CA Y zNl nn' m b Z0 n o e 00' Darn �o YO� r Oo N Z 0 ; A VI n � -f0p I C7 d 0 o t? I ( 0 �Ml cn d � W z z AS S01'01'14"W 473.31' ��/ o ► 0 N zg I N 0 rn N `\�� 00 p a C1 aNi N I D W W N b z vi 01 o p X 0 o m O� C oc C r X h m o �n > O v --{ N O z Z c Z m w O ZC v v v z z 0 0 z r" J z o mOm � � �Z m w 0z m PROF�ss iO o zWWO 0° mO%� o m A O °° rn mvp n c (A bmL z oy A z o m >- m o N W II O O y M co o �' zp z ,�q O �- � �95�1{_ s � !•1 c I m tn� O 5 sFN k101� ��� a N 0 m v T - O ENGINEERS CONSULTING ENGINEERS , SURVEYORS AND PLANNERS 332 N . BROADMORE WAY SUITE 101 NAMPA, IDAHO 83687 208-442-6300 • FAX 208-466-0944 Nla I.glypS 5 E, NS G9 Project : 160210 Date : January 06 , 2017 p Page : 1 of 3 EXHIBIT `A4 ' Ne OF 0 RESIDENTIAL REZONE N, soaE MCMILLIANSTORAGE UNITS A parcel of land , for the purpose of re-zoning, situated in a portion of the SE1 /4 of the SW1 /4 of Section 26 , Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, particularly Idaho , more part y described as follows : COMMENCING at an aluminum cap monument marking the southwest corner of said Section 26 , from which a brass cap monument marking the southeast corner of the SW1 /4 of said Section 26 bears S88 ° 58 ' 46"E a distance of 2602 . 80 feet ; thence along the south line of said Section 26 , S88 ° 58 ' 46 "E a distance of 1978 . 12 feet to a point marking the POINT OF BEGINNING ; 1 ) Thence leaving said south line NO 1 ° 01 ' 14 " E a distance of 473 . 31 feet to a point on the south line of Selway Apartments Subdivision , recorded in the official records of Ada County , in Plat Book 102 , at pages 13575 through 13578 , 2 ) Thence along the south line of said Selway Apartments Subdivision, S88 °58 ' 36 " E a distance of 476 .28 feet to a 5/8 inch rebar marking the southeast corner of said Selway Apartments Subdivision and a point on the west line of Lot 1 Block 13 of Fulfer Subdivison No . 3 as recorded in the official records of Ada County in Plat Book 92 at Pages 10888 through 108929, 3 ) Thence leaving said south line and along said west line the following six courses S00 ° 31 ' l TV a distance of 107 . 36 feet to a 5 /8 inch rebar; 4) Thence along a tangent curve to the right , having a radius of 30 . 00 feet , a central angle of 15 °00 ' 00", an are length of 7 . 85 feet , and a chord bearing S08 °06 ' 33 "W a distance of 7 . 83 feet to a 5/84nch rebar 5 ) Thence S15 ° 36 ' 33 "W a distance of 96 . 54 feet to a 5/8 - inch rebar; 6) Thence along a tangent curve to the left, having a radius of 252 . 01 feet, a central angle of 30 ° 00 ' 00", an arc length of 131 . 95 feet, and a chord bearing S00 ° 36 ' 33 " W a distance of 130 . 45 feet to a 5 /8 - inch rebar ; 7) Thence S14°23 ' 27 "E , 58 . 02 feet to a 5/8 -inch rebar; MERIDIAN • COEUR d ' ALENE • NAMPA L:\ I60265\50_Survey\Descriptions\ 160210- McMillian Legal Description C rY Project: 160210 Date: January 06, 2017 Page: 2 of 3 ix R 8) Whence S00°37'38"W a distance of 78.37 feet to a point on said south line; 9) Thence leaving said west line and along said south line N8805846"W a distance of r' 468.83 feet to the POINT Or BEGINNING. z= Said re-zone parcel containing 5.00 acres or 217,893 square feet,more or less, and is subject to all existing easements and/or rights-of-way of record or implied. >h' K C-4g 15 1 C; E £3 i � S kZ �Y 7 ar y9 S: E, [i MERIDIAN•COEUR WALENE•NAMPA L;\160265\50_Sui•vey\Descriptions\160210-McMillian Legal Description '{' V N . TEN MILE ROAD PROP, W N I00 � OT 0 � 2 1— m `'�' N � � c ,L o9y aC) C I � - sF o �C\ Z o N I� N m ; N01 . 01 ' 14 "E 473 . 31 ' M Z ; ro � ° bd i r cn _ oy{I c O m 4 m c N N O I 00 0 1 OD 00 b n c" N 00 �+' p �y a7 > � z -- r m O O nU1 0 cn 00 0) , > tZ 0co s � � �" M � � rn > 0 0 O.� tz" E m p � woy00 coyz0 00 m O0W zrn o rn 2 1 o w w z yo a � o too, E o C7 m n • C2 _ � ►-1G7 �' O �' w = I to O o0 p i C 1Con � v (� co a O LZi'7 can �,� O N N to V: -� (n x m � 4i v O y Gi GI L4 d sLx� 00 m z � (AO zt o 0 g z n ►� � � owe" � � z O N m z li � � ►„ v coil 0 ' m 6 0 I �!J. O N O, O D J� {,j� �_ a1 m 't T T 00Dw �� rz T O) I I m p A N � N : CA) > z '� G� Z o O m O X "0 X Z o T7 T7 c� �l r m N Z O m OD O O DO Z m m ., I � r c c oc m N c� I 2 D m N N 2n Z z Z N z 0 0 O ZC o O KO z Z O O o m c�n � zc� o zz CD n � W mO m c r b wm' D O O 00 m mOmp rl i� G7 m N Z ZZ 0 C p D Z Z D O O n - IC Z m x Z � Z D = D O m N (A) u Z ' 3 - I 0 X rm M 0ti co cn m z O D i I rn v c � m C) ' A� cn m ::E z f ' -z-I 'DC = w ~m 0 T - O ENGINEERS CONSULTING ENGINEERS , SURVEYORS AND PLANNERS 332 N . BROADMORE WAY SUITE 101 NAMPA, IDAHO 83687 208-442-6300 • FAX 208-466-0944 Project : 160210 Date : December 21 , 2016 Page : 1 of 2 MCMILLIAN STORAGE UNITS A parcel of land situated in a portion of the SE1 /4 of the SW1 /4 of Section 26 , Township 4 North, Range 1 West, Boise Meridian, City of Meridian , Ada County, Idaho , more particularly described as follows : cap monument marking the southwest corner of said Section COMMENCING at an aluminum �Ip g 26 from which the south one - quarter coiner of said Section 26 bears S88 ° 58 ' 46"E a distance of 2602 . 80 feet ; thence along the south line of said Section 26 , S88 ° 58 ' 46 "E a distance of 1301 . 29 feet to a 5 /8 - inch rebar marking the southwesterly corner of a parcel described in Corrected General Warranty Deed, Instrument No . 2014 - 058678 , Ada County Records , and the W1 / 16 corner of said Section 26 , and being the POINT OF BEGINNING; line of said Parcel N00 ° 29 '27 " E a Thence leaving said south line along the west , 1 g g distance of 40 . 28 feet to a point marking the southeasterly corner of the Verona Subdivision No . 4 , as shown on the Amended Plat thereof, recorded in the official records of Ada County, in Plat Book 102 , at page 13476 ; 2 ) Thence along the common line of said Parcel and said Verona Subdivision No . 4 , N00 °29 '27 " E a distance of 433 . 09 feet to a 5 /8 - inch rebar marking the corner common to said common line and the southwesterly corner of the Selway Apartments Subdivision, recorded in the official records of Ada County, in Plat Book 102 , at page 13575 ; 3 ) Thence leaving said common line and along the line common to said Parcel and the the south line of said Selway Apartments Subdivision, S88 ° 58 '36 " E a distance of 1157 . 50 feet to a 5 /8 - inch rebar marking a point on the west line of the Fulfer Subdivision No . 3 , recorded in the official records of Ada County, in Plat Book 92 , at page 10888 , also being the northeasterly corner of said Parcel ; 4 ) Thence leaving said common line along the common line of said Parcel , and the west line of said Fulfer Subdivision No . 3 , the following 10 courses ; S00 ° 31 ' 17 "W a distance of 107 . 36 feet to a 5 /8 - inch rebar; 5 ) Thence along a tangent curve to the right, having a radius of 30 . 00 feet, a central angle of 15 ° 00 ' 00 " , an arc length of 7 . 85 feet, and a chord bearing S08 ° 06 ' 33 "W a distance of 7 . 83 feet to a 5 /8 - inch rebar; 6) Thence S15 ° 36 ' 33 "W a distance of 96 . 54 feet to a 5 /8 - inch rebar; MERIDIAN • COEUR d ' ALENE • NAMPA L : \ l60265\50_Survey\Descriptions\ l60210 -McMillian Legal Description Project: 160265 Date: December 21, 2016 Page: 2 of 2 7) Thence along a tangent curve to the left, having a radius of 252.01 feet, a central angle of 30°00'00", an arc length of 131.95 feet, and a chord bearing S00°36'33"W a distance of 130.45 feet to a 5/8-inch rebar; 8) Thence S14°23'27"E, 58.02 feet to a 5/8-inch rebar; 9) Thence S00°37'26"W a distance of 48.36 feet to a point; 10)Thence N88°58'28"W a distance of 220.22 feet to a 5/8-inch rebar; 11)Thence S00°37'26"W a distance of 5.00 feet to a point; 12)Thence S88°58'28"E a distance of 220.21 feet to a point; 13)Thence S00°37'26"W a distance of 25.00 feet to a point on said south line of Section 26; 14)Thence leaving said common line and along said south line, also being the south line of said Parcel,N88°58'46"W a distance of 1145.66 feet to the POINT OF i BEGINNING. x Said parcel containing 12.38 acres or 539,296 square feet, more or less, and is subject to all existing easements and rights-of-way of record or implied. i MERIDIAN• COEUR d'ALENE• NAMPA L:\160265\50_Survey\Descriptions\160210-McMillian Legal Description ADA COUNTY RECORDER Christopher D.Rich 20'1 4.058678 BOISE IDAHO Pgs=6 CHE FOWLER 0712312014 03: 6 M SCOTT TSCHIRGI 00 00003616201400686780060000 1111i1 111 ll1 When recorded,please return to; Scott A.Tschirgi,Chartered 209 West Main Street Boise, Idaho 83702 208-287-8200 NOTICE OF CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY REMOVE OR STRIKE ANY' OF THE FOLLOWING INFORMATION FROM THIS INSTRUMENT BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. CORRECTED GENERAL WARRANTY DEED This document is recorded to correct the legal description in Instrument #11401W5 recorded in the records of Ada County, Idaho on March 17, 2014. FOR VALUE RECEIVED, the receipt and sufficiency of which is hereby acknowledged, Daniel G. Gibson, Jr. and Carolyn A. Gibson, husband and wife, whose mailing address is P.O Box 88, Notus, Idaho 83656 (hereinafter referred to as the "Granloe), hereby grants, bargains, sells, and conveys unto Daniel G. Gibson, Jr. and Carolyn A. Gibson, Trustees of the Gibson Family Revocable Living Trust, u/t/a 1/4/96 and as amended 3/12/14, whose whose current address is P.O Box 88, Notus, Idaho 83656 (hereinafter referred to as the "Grantee"), the following described real property, located in Ada County, Idaho, to wit (hereinafter referred to as the"Praemises'l but excluding therefrom the property described on attached Exhibit A and B. East half of the southwest quarter of section 26, Township-4 North, Range 1 Nest, Wise-Meridian, Atha County, Idaho. EXCEPT a parcel of 1 and located in the Northeast quarter of the Southwest quarter of Section 26, Township 4 North, Range 1 hest, noise-heridian, Ada County, Idaho, more particularly described as follows: Commencing at the South quarter corner of said Section 26; thence North 00'13830" Rest 1330.17 feet (shown of record to be 1132.67 feet) along the North-South center section line of said Section 26 to the REAL POINT 0r BEGINNING; thence South 89*461300 Hest 365.90 feet; thence North 00*13130" West 186.90 feet; thence Worth 89"46030" East 365.90 feet; thence South Go'x3'3ou Last ies.so feet to the REAL POINT EF BEBINNING• TOGETHER WITH all of Grantor's right, title and interest in and to all water and water rights, ditch or irrigation company shares, streets, alleys and rights of way adjacent thereto, all mineral rights appurtenant thereto, and all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, General Warranty Deed McMillian- 1 I I f f remainder and remainders, rents, issues, and profits thereof; and all estate, right, title, and interest in and to the Premises, as well in law as in equity. TO HAVE AND TO HOLD the Premises with its appurtenances unto Grantee, its successors, heirs and assigns, forever. SUBJECT TO general taxes and assessments, including utility assessments for the current year, which are not yet due and payable, and will be prorated between Grantor and Grantee as of the date of execution of this deed and those liens or encumbrances of record. AND Grantor does hereby covenant to and with Grantee, and its successors and assigns forever, that Grantor is owner in fee simple of the Premises; that Grantor has a good right to j convey the fee simple; that the Premises is free from any and all liens, claims, encumbrances or other defects of title except those of record; that Grantor shall and will warrant and defend the quiet E and peaceful possession of said Premises by Grantee, and its successors and assigns forever, against all other claims whatsoever except as excluded or excepted herein; and that Grantor and its heirs and assigns will, on demand of the Grantee or its heirs or assigns, execute any instrument necessary for the further assurance of the title to the Premises that may be reasonably required. DATED effective as of the„ day ofai�e, 2014. Grantor: Daniel Gib r rolyn A. Gibson General Warranty Deed McMillian-2 1 State of Idaho ) ) Ss County of Ada } On this '7' day of 2014, before me, the undersigned Notary Public in and for said State, personally appeared Daniel G. Gibson, Jr., known or identified to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same. IN WITNESS WEREOF, I have hereunto set my hand and affixed my official seal the day and year in this gw,jkate first above written. ►� A. ••. TA '"�0 •� Notary Public for Idaho w Residing at L11t� My Commission expires3- U State of Idaho ) ot ) ss County of Ada ) J�1 On this j rJ-,,,,day of JuFre, 2014, before me, the undersigned Notary Public in and for said State, personally, appeared Carolyn A. Gibson, known or identified to me to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same. [ IN WITNESS WEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written, 'g Notary Public for Idaho ttOTARy, c Residing at 10 ID kJ lr-`S 4- �36b I My Commission expires J_,2 ,. AIBLIG !!fI!lilllt, General Warranty Deed McMillian-3 Project: 11970 Date: March 31,2004 HOWELL PARCEL PARCEL DESCRIPTION That portion of the Southwest 1/4 of Section 26,Township 4 North, Range 1 Writ, Boise Meridian,Ada County,Meridian, Idaho,being more particularly described as follows: Commencing at the Southwest corner of Section 26, marked by a 1/2"pin,from which the West 1/4 comer of Section 26 bears North 00'21'16"East, 2,644.38 feet, marked by an aluminum cap; thence along the Southerly boundary of the Southwest 1/4 of Section 26, South 88"58'47"East, 1,301.38 feat;thence along the Westerly boundary of the East 1/2 of the Southwest 1/4 of Section 26,North 00'29'12"East,872.31 feet to the POINT OF BEGINNING; thence Continuing along said boundary North 00'!9'12" East, 1,776.03 feet to a point on the Northerly boundary of the Southwest 1/4 of Section 26; thence along said boundary South 89*0973"East, 1,307.45 feet to the center 1/4 corner of Section 26, marked by a 5/8"iron pin; thence along the Easterly boundary of the Southwest 1/4 of Section 26,South 00*3707"West, 1,136.13 feet; thence North 89'09'33"West, 365.90 feet; E thence South 00'3707"West, 185.90 feet; thence South 89'09'33"East, 365.90 feet to a point on the Easterly boundary of the Southwest 1/4 of Section 26; thence along said boundary South 00'3707"West, 1,330.30 feet to the South 1/4 corner of Section 26, marked by a 5/8"iron pin; thence along the Southerly boundary of the Southwest 1/4 of Section 26, North 88.58'4r West, 156.00 feat; thence North 00'3707"East, 25.00 feet; j thence North 88.58'47"West, 220.00 feet; thence North 00'3707"East, 5.00 feet; thence South 88'58'47'" East, 220.0D feet; thence North 00'3707"East, 48.34 feet; thence North 14'2T53"West, 58.02 feet; thence along a curve to the right 131.95 feet, having a radius of 252.00 feet,a tangent of 67.52 feet, a delta of 30"00'00", and a long chord which bears North 00'3707"East, 130.44 feet; thence North 15'3707"Fast, 96.54 feet; 1� Howell Para! March 31,2M Page 2 thence along a curve to the left 7.85 feet, having a radius of 30.00 feet,a tangent of 3.95 feet, a delta of 15'00'0O",and a tong chord which bears North 08'OT07" East,7.83 feet; thence North 0003rOT East, 196.49 feet; thence along a curve to the left 89.27 feet, having a radius of 155.00 feet, a tangent of 45.91 feet,a delta of 33'WOW, and a tong chord which bears North 15'52'53"West, 88.04 feet; thence North 32622'53"West,220.13 feet; thence along a curve to the right 48.17 feet,having a radius of 345.00 feet, a tangent of 24.12 feet,a delta of 08'O0'00", and a long chord which bears North 28'22'53"West,46.13 feet; thence North 24'22!5r West, 25.46 feet; thence South 77'41'03"West, $8,08 feet; thence North 89'09'23"West, 893.53 feet to thr POINT OF BEGINNING. Containing 55.29 acres, more or less. END OF DESCRIPTION Prepared by: J•U•8 ENGINEERS, Inc. i Ronald M. Hodge, P.L.S. i RMH/ i i I t.K:lhc FAPmj �» F:1ProetthAanagerS\GAL.\i0•o4.002•Kelly creek Subdivtxion No,3110.04.002•SurYeyllpdstrlpt#0mlHoweitParcal•2.tfoC s .. .. .. .. ....... ..... .. .... ....... ...........n........... .. .....-..'f ' Project: 10.07.030 Data: April 26,2007 PLAT DESCRIPTION j i That portion of the East Sri of the Southwest'/of Section 26,Township 4 North,Range S West,Boise Meridian,Meridian,Ada County, Idaho,and more particularly described as fotlows: Commencing at the South%corner Section 26;thence along the Southerly boundary line of the East$§ I of the Southwest Y of said Section 26,North 88'5847"West, 1,30t.38 feet to the Southwest corner of said I East Sri of the Southwest 14;thence along the Westerly boundary tine of said East%of the Southwest Y4, I North 00'29'12"East,473.30 feet to the POINT OF BEGINNING; ! thence continuing along said line and the Easterly boundary of Verona Subdivision No.2,North 00'29'12"East,399,01 feet to the Southwest comer of Fulfer Subdivision No.7; t thence along the Southerly boundary tine of Futfer Subdivision No,7,South 89'09'23"East,893.53 feet; I i thence continuing along said Southerly boundary line North 77'41'03'East,$8,08 feet to the Westerly boundary of Fulfer Subdivision No.3; thence along said Westerly boundary the following five courses: t. South 24.22'53"East,25.46 feet; F 2. thence along a curve to the left 48.17 feet,having a radius of 345.00 feet,a delta of 08'00'09',and a tong chord which bears South 28'22'53"East,48.13 feet; I 3. thence South 32'22'53"East,131.26 fleet; 4, thence along a curve to the right 262,06 feet,having a radius of 455.00 feet,a delta of 33'0V00",and a long chord which bears South 15'52'53"East,258.45 feet; .5. thence South 00'3707"West, 0.26 feet; thence parallel with the Southerly boundary line of East%of the Southwest Y4 of Section 26, North 88158'47"West, 1,157.46 feet to the POINT OF BEGINNING. i 1 Containing 10A03 acres,more or less. END OF DESCRIPTION Prepared by: 4a'�� iS7$,Q�Ud'D J-tl-B ENGINEERS, Inc. ! Gregory E.Holkesvig,P.L..S, f. l 440 i GtEH:thc j r:�DsAioa07-o30•Wway Apartmentsa0.07-030-AdmKDescrlptSoes\PLA'r DESCWTION.doc , I AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) Tres}ee5 �f kht G , bso � !-a ,^^ ; 1 � ` evocable I . Qati.ie I G . G : hspn ,Sr. aAd Cara ( ' h a1 � � W N` eM \\ Q (name) (address) Tot C. V - n (city) (state) being first duly sworn upon, oath, depose and say : 1 . That I am the record owner of the property described on the attached , and I grant my permission to : gr t o..v \ LnY- �� r' 30�,? E Re � �a � 1 Qr . C c, le , (name) �dr (address) to submit the accompanying application(s) pertaining to that property . 2 . I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application . 3 . 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s) . Dated this oZ day of 0A-6b'zr , 20 I to ( Signature) SUBSCRIBED AND SWORN to before me the day and year first above written , A L. . FUG-C41�R (Notary Public for Idaho) lypTARY pUBLI O STATE OF 1pA + Residing at : My Commission Expires : Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste , 102 Meridian , Idaho 83642 Phone : 208 -884 -5533 Fax : 208-888-6854 www. meridiancitv.orp,lplauning FW-- a0 S O MCMILLAN PLACE SLIBDIVSION J F SCALED VICINITY MAP cc w z c� z w O Z O LLS. HWY 26 (W. CHINDEN ROAD) W - a z GFTfl _ W a- -EF w TT1�nT ui 10 Z O ui of �o� A r � H U w 12 uj cn W � z — � o II•MILANO DR PROJECT SITE 0 a_Y w oz v S N Lu Lu Lu r Z k W W. MCMILLAN ROAD O - a o o �� El- U_ a- uj -p W N S N � U) co o Z N W 0 cn X Z W co N = N F- L C6 3 W T-O ENGINEERS 500 0 500 1000 <1 332 N. BROADMORE WAY s C0 SCALE: 1" 1000' N NAMPA, IDAHO 83687-5123 N PHONE:(208)442-6300 FAX:(208)466-0944 E ILE: 160210-VICINITY PMAP.DWG DATE:JANUARY 2017 JOB:160210 CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES ProjecUSubdivision Name: McMillan &Ten Mile Apartments & Storage Facility_ Date: 12/6/16 Applicant(s)/Contact(s): James Doolin, John Carpenter City Staff: Sonya (for Josh) Caleb Bruce Location:2780 W. McMillan Rd. Size of Property: 12.25 Comprehensive Plan FLUM Designation: Office & HDR Existing Use:SFR Existing Zoning: R_4 Proposed Use: multi-family residential self-service storage facility Proposed Zoning: R-40&C-C Surrounding Uses:SFR, MFR, office zoned property Street Buffer(s)and/or Land Use Buffer(s): 25' along McMillan Rd.; 25' on C-C zoned property to residential uses (west&north) —may request a reduced buffer width from City Council per UDC 11-313-9C.2 Open Space/Amenities/Pathways: 5'wide detached sidewalks required along McMillan Rd.; comply with specific use standards listed in UDC 11-4-3-27 for open space&site amenities: no pathway required. Access/Stub Streets/Street System: Access via N. Goddard Creek Way or Apgar Way for storage facility or request a waiver from Council to UDC 11-3A-3 for access via McMillan; access via McMillan for apartments: cross-access exists from the north per the SelwayApartments plat—provide reciprocal cross-access easement to Selway' cross-access to west Waterways/Floodplain/Topography/Hazards: None History:AZ-02-010 (Ord. #03-998, DA#103012598) Lochsa Falls Additional Meeting Notes: ■ Amend development agreement as necessary to accommodate the proposed development ■ Amend Future Land Use Map in the Comprehensive Plan to change land use designation to MU-C ' ■ Rezone eastern portion of the site to C-C for a self-service storage facility; rezone western portion of site to R-40 ■ A preliminary plat is required to subdivide property ■ Comply with dimensional standards for the R-40 district in UDC Table 11-2A-8 and for the C-C district in UDC Table 11-213-3 ■ A conditional use permit is required for a self-service storage facility in the C-C district and for a multi-family development in the R- 40 district ' Comply with specific use standards for self-service storage facilities in UDC 11-4-3-34; and multi-family developments in 11-4-3-27 Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process,applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City.Not having ACHD comments andlor conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS,conditions,impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department El Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: E Application(s)Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer X Rezone !' ❑ Alternative Compliance X Development Agreement Modification ❑ Short Plat r ❑ Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment X Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text X Preliminary Plat ❑ Variance X Conditional Use Permit ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments,and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC andlor Comp Plan may affect your submittal andlor application. This pre-application meeting shall be valid for four(4)months. DOMUM 1 :3 LonelreeUIvd , Suite 11.U. Rocklin, CA 957651888. 352ARC1IInfoVomum.design , rt. h ! t = _ tu � c P13r' rir : Cicii : n October 10 , 2016 , 5PM Community Meeting New Self Storage Facility 2670 W . McMillan Road , Meridian , ID 83646 Name Address T CG� ro % 70 � � _ 5� � 31� � � r► y� �Ue ( bo MCMILLAN AND GODDARD SUBDIVISION December 22 , 2016 NEIGHBORHOOD MEETING Sign - in Sheet /JName Address Phone `(15}-1 � P,� 4-Irl 3 a� N r3► oadm vre (a�� L . Q v 1 gi Q-• � J , -S Zba 617 ILE- f I COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11-5A-5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date,the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s)had been posted. E I am aware of the above requirements and will comply with the posting requirements as stated in UDkA-5. Applicant/agent signature Date i Community Development•Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancit+�orgiplannine E IDIAN : Meridian City Hall , Suite 102 33 E . Broadway Avenue Meridian , Idaho 83642 Community Development 208 . 887 . 2211 Department Parcel Verification Date : 1/ 12/ 17 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department . Changed to : Goddard Creek Subdivision Project Name : Parcel Number : SO426347150 A Acres : res 12 . 251 c T/ R/S : 4N 1W 26 Property Owner : Gibson Family Revocable Living Trust P . O . Box 88 Notus, ID 83656 Address Verification Rev: 04/23/12 Keith , Kristina From . Parks, Shon Sent . Wednesday, January 2S , 2017 10 : 17 AM To: Keith , Kristina Subject: FW : Goddard Creek Subdivision Name Reservation Kristina , I just have this email approval . SHON PARKS, LA I Landscape Architect T - O ENGINEERS 2471 S . Titanium Place I Meridian , Idaho 83642 D 208 . 323 . 2288 M 208 . 921 . 2776 www .to - engineers . com 00 From : Sub Name Mail [ mailto : subnamemail@adaweb . net] Sent : Friday, January 13 , 2017 6 : 04 PM To : Parks, Shon Cc : Frisbie, Steve ; O ' Malley, Rob Subject : Goddard Creek Subdivision Name Reservation January 13 , 2017 Shon Parks, T- O Engineers RE : Subdivision Name Reservation : GODDARD CREEK SUBDIVISION At your request, I will reserve the name Goddard Creek 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 . This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re - used by someone else . Sincerely, Jerry L . Hastings, PLS 5359 "% Ada County County Surveyor Deputy Clerk Recorder 2025 Ada County Development Services 200 W . Front St . , Boise, ID 83702 CollaLcr lit , Innovate . ThrivQ ( 208 ) 287 - 7912 office r � www . adacounty2025 . cOm ( 208 ) 287 - 7909 fax I 1 From : Parks, Shon [ mailto : sparksC@to- engineers . com] Sent : Tuesday, January 10 , 2017 2 : 05 PM To : Jerry Hastings Cc : Sub Name Mail ; Carpenter, John Subject : [ EXTERNAL] Subdivision Name Hi Jerry, I ' d like to request a name reservation for a subdivision . Also , for your consideration is shown 2 "d choice for naming . Subdivision Name : ( 1st) McMillan Place Subdivision ; ( 2 "d ) Goddard Creek Subdivision Location : City of Meridian , Northwest corner of W . McMillan Road and N . Goddard Creek Way Parcel # : S04263471501 2780 W McMillan , 12 . 251 acres Own ers ) / Developer ( s ) : BPX Commercial , Brian Porter; Orangevale , CA . AND , Land Development Partners , James Doolin ; Salt Lake , Utah . Name and Contact of Survey firm : T- 0 Engineers, Shon Parks, 208 -921- 2776 Please let me know if you need anything else from me . Thank you for your time and consideration , SHON PARKS , LA I LandscapeArchitect TaO ENGINEERS 2471 S . Titanium Place I Meridian , Idaho 83642 D 208032362288 M 208092102776 i www . to - engineers . com O (ID z i 133HS 31ili g s `t NOISIAloonS N332ID OIIV(3(1O7 o V/.13tlONWJb'3 N2fC � 3 1— W�� ....— Saa.:M1i195LC.43^.kK 5i3§FAI32A1V15NOJ V W _._ E9 UOA 1Vld Al IVNIWll3dd �� Stl33N19N3 O�1 - SNbSN3H � Yaa I t$9'aN n o z 3 c z JIM ti� tel - p - W uastM1loam vinru I g� �"-s ��a : S��a villa ogIGn g t s _ I o, s i ~ w i I c. r � - ly ~Y aW. 03 �� J _ � 3 jI 1I1I � � I - boa ® 5BA F p alaw.n — ( — — ; II II �"e : ,, € •S z N :t� p g�9 201 i g J'0q1' It l lt'tLY LL BZA04 0 O C V z 7 Nolu.vaans tNotn 1 � g �} � � F < z EJ AV Al VN01aUJ'N \ 1 i 8 ° €° 9 p ;°�a WI g3 ay g� g yya yyg Y§gg o �� gM49 In, T nl? oi g I I • AAA AAA 17 -3 ^e k ?: Foy 8� 2 IPA € S o, 'o3llaii0ad All0U1S SI SdENVt3 0-1 30 WiSSIM3d WAI&A 01II33B:1101,119.Sll131N0o Sll Ho 1N3finH w 9H1 30 I'Alwocoo eo 35f13a'wt;oflooHe38 MY 'S83]MOW 0-1 30 UH3d02d 31 SI 143NOH1S"SIM'S831f.,.3 0-1 91O"o S3,dniv33 iv*dn-LVN fl NOISIAloans )1331D OHVOOOD C\l dOJ lVldkdVNlN113dd 9 EM - AvAk NMD uuvu(lty)..N 2 2 2 2 O T z Q 0 o4. Igo 15 z:3 z U Ez, o- 3N V,Yim-,m N ------------------- --------------------- ,119 ps KUMES Sl SNUVU43 0-1 30 40MM83d POMM 31903cS IMAM SIN31W)Si,No SIftj 30?401VIUMA W 3S0M'NOU3nGMd38)M S433NITA 0-1 JO U48310W 3HI$1 11.3hr&S41 SIHI Sk133WNI 0-1 MZQ SEA by "a SNOISN3WIa 101 `r NOISIAIO8f1S >13311J auvaoo7 M b�5'�2 �3+YfYidY tpA3/WS<L33b...H9,w1MShD) G t—. 'bd _ SW33NIVN3 O•i .� 2iOd ltlld,l2itlNlWll3ad to az No1s1A3aans N3331u g } I �3a3ao aaYoaoo tS AY N Ill 91 g g p8$9 5 gggg ye7 0 Bq$yg, gggggq$ © B ggg$ggg $0 b-N'3 VOZ ��e ., i ii oI IB b b .ea Ii'y i Iyyq E i/l/ i Ig mp $ a: O ffi q q d na z u Z iV -- : ' z ly O Q WN - a _ :--- --- -- -- -^ Q ,`z. ® Z _U V I L� i < a I w� 7 u RI � oT I I ' I U i o Q r z s I ' I I 1 II s I , j Y c tl 3NV'113N1'1 �+ 33ulu N I D I = � 6 I ' ,LCfLf 31L.6Z.00N � Ol INO7 a $ NOIS1Alouns YNON3A A G� R '03ll MMI A310!NIS SI SOT40N3 O-1 30 1,OSSM83d 11311RbA O'J036 InOWIM S1N3114 0 SU 80 DOHi181SN1 S!HL 30 NOIlvowa dV w 3sn3j'tioo(MII j38 1DfJ 'SS33MON3 0-1 30 A183<0&3H1 SI IN3f70JISHI SNN'S833W-43 0-1 910L ieurorn i rr 3rm+s Nr NVId 311S/Alllllfl A"MUNIUdd WM NOISIAI48f1S N33bJ a2lb�da07 fn v aap_ .pa Av3WvgYJW NZtt Stl3NAYN � SL{�A;l'fli3 'Stl}2YY.3 ✓.`!1"f:':�J G 1- 3 ' SbI33N19N3 O .1 bOd 1Vld AaVNIWll3ad 3 y Z7 SHds A3a EM NOISIAIOU3S NMrU C AVM M33113 OHVOOO'J 'N te elm � � a I II z � � � ° =j I 1 low It* I � iIII 80 . I 8 0 ON ouzs 6 1z z � 8 s a I rI a � on o " a d ; - RI z ! w A F t - — - I �� e r — p U •� y 1 - i I a i •i ; ; I L � t I I Iy g8 .SL 1 A 3NV3 YiNn I I I 33aFu, •N Ip Is 1p P� - NOISIAIU9IIS VNOU9A , 1 I ii I 'MG&40Ed AUOwS s St1 M43 o-3 eO NOSSIMMM NILBW CH1333S Ind O SIMPM Su NO w3nnsism sw 10 WX10MM 80 3Sn3N 1900 OU3L ury SU33WM3 0-1. 3O Alk3dONd 3NI SI w3NWLSNi SM *QMNIDN3 0-1 SIOzO ©2016 T-0 ENGNCMR THIS INSTRUMEW IS R6:PROPERTI OF T-0 ENGINEERS, R4 RPROOUC'ION,REUSE OR UOIFIC^IION OF IHIS RISTRUUENT OR!IS CONIENTS'611HOW SFECIFIC W'RMEN PEIRMISSION Of T-0 E1:G4NURS IS STRICTLY PROHMED. 0 5 a ��o o� o� o oR T8 ti t �m^e k�o o�go Rmp Nm R y 9 $ 3 g� A b m 88 ,oho:! a y� A= z o e g N.CORTONA N'AY TLRONN SUBDIVISIONou , z 2 A a 3`35 "TW Y 6A" CA A 66GGc > y` � _ I� LI 95v,C a0'o s N TNUIT ' LINTS IANE �o o a°s5C ^ "oa O o y _! -I .a( yIM �j. I i r > 9 a r F Z s $bz _ � l a ® '9 A— ) �>s v r e AG _�'� ego o o X A 3 >r1 ' `t cc a ' z I z T Oat �S�j❑P � � s I I�I �_tr- xgqgog' gg'go Yb z 4gP�z 5 (l8 _C2, �_C2`L�E-- I •-- I g p Q0 al 6g Ip ® Q F 8�� 9 I IREEA WAY - ` AA AAA S€ AY z s' SUUOISISION _ m � L'z ao�u -- a up HEV130N5 s P T•O ENGINEERSS e�F R1 PRELIMINARY PLAT FOR: y ' CYM'SULR"GEtGMEFS,¢i'lE:CW56R k"a0.5 � GODDARD CREEK SUBDIVISION ;, �� TITLE SHEET ti Q2016 T-0 EIMEERS.THIS INSTRIUENT R THE PROFERTW OF T-0 ENGRIEERS. ANW REPRCOUCTION,REUSE OP M000CATION OF IUS 110RUNENT OR ITS CONTENTS WITHOUT S1ECM WiTTFN PERu1S90N OF T-O WGINEERS IS SWAY PROHaTEO. I f e -- - Is J i m� Ir _ � ,a re N TTIREE LINLS IANE_,_. I rl I it 1 o bz d b a Y I. cam A I ( K r z ry tr1> 0 CO >z r-I i i V US Oil i Iff I � Ili g Y I I � N.WDIDARD CRIX:WA, -- 1 T•O ENGINEERS aev�srevs PRELIMINARY PLAT FOR: ors "—Z � c9!.9aTMG Eru»atHssvart-auewA�ms '. _. <�,;`��� ^' GODDARD CREEK SUBDIVISION NATURAL FEATURES Q2016 T-O EN WERS.THi INSTP.UUENi IS THE PROPERTY OF 7-0 ENCNEEP.S. NY REPROOUCTIOY,FUSE OR WDIFICAT1044 OF TH6 INSTRUUEM OR IIS CD14TENTS WITfiOUT S➢EOM WRITTEN PERNfS"OF 1-0 EI:GNEERS 6 STRMLY PROHBM, k a� <a VERONA SUBUtYISiON $ - ZON]i LO i, NOO2427E 473,37' 7.77 A- � �_.�A_ 7_"\ F �r i -'- f f I 1 ' N.TIIRFF LINES LANE A 9 fi I I ' IQ f to -so I I I i o> o I ;Z i o zo 0 n ; I 1 �m n i °I n --- ---- - ---- s li 11 1 F 14 s'Po -- ---- -- 'aT-- ❑i 13 ;� zs z y I a a I r > 78 I Ls " a a > a > >a ' z II<s u u e , E6 -- wee LONER 9 N.GODDAIID C11"WAY g s s FULUR SUBDIVISION rn P Y Ensio+s T•O ENGINEERS a" PRELIMINARY PLAT FOR: zhyz ,�°Fs (0'iSViTPoGE PokERS JR/EY sdRANfRS __ o w GODDARD CREEK SUBDIVISION ruuvA,mido a x3 a LOT DIMENSIONS tl an. 02010 T-0 ETN,REM TM INSTRWEM IS THE PROPERTY OF T-0 DNFiEERS. ANY REPRODUCTION, REUSE OR LODWATTON OF THIS NSTRUYENT OR ITS C%nMS WITHOUT SPECIFY WRMM PERYRSON OF T-O ENG 4M IS STRCTEY PROMSOEO. ` ;1 I VERONA SUBDIVISION ------------ Poo, z fork IN � 1 1 ' 1 I I N. THREE I 1 j LINES LANE L LINE 1 I I I 21 1 :2s O 4 i T i AA j y N y � ov I, 3 ' I Z rr Y j It 1 fi g � � � 2, � 8 l II A, 11ol - lot l; R i 1 A ; $ I 4k ppjl 1 - gp!yj9 e see AI• � II I I $ $ Y � € I I . � , �gy gaB $H gpT ¢¢ � p r _ € __—look, N. GODDRD CREEK WAY `-'H--S-- -9 F A FULFER SUBDIVISION .. PENSIONS s q T• O ENGINEERS psi S_:71 PRELIMINARY PLAT FOR : CONNI:TNO ENGe � 6UR'EY0R51T'lWe1ER5 GODDARD CREEK SUBDIVISION ,w ° ^;bAxi o m PRELIMINARY UTILITY/SITE PLAN ' - - a mNmN .� , Y �.a ,, 133HS aMOO ME a::ae••�a.�+� g LL NVId 3dVOSaNVI 1Vld Al JVNIWIl38d s o �' es:rsce grca nano vain Szo V �\`�'`r / "IY 'tl3Y(JM95t0A3INIS Stl33.J.n3`.k<LLiXtYJ� ``l, OHIV'�I �NVIGR�,I�/3W n < �"fi90 n3u n 3 3 m a a m V a a O o "d ma SU33NI°m N3 O.L 38 � sNgslA3tl o 3m I g ^ (..1 (} O -� © • y9$ C h � JJ ' 3S pr3SE�° H ;vS CH 11M HIS s�€3=g pad =fie 1i=�^-1 «�m�M �a�E PY" Asa "sma O gI{ -CiJi1 V 11111 sa=n1 !Hill! �E- `ate' ry s ca !Hill! � La" C(R 3 Cg 7 t,�e3e •5� .�� €E IS �e Z. [WIl1i SJ (rL0.1i � "� �t ae�EP� 60€ ea Q14HUMM Him :c WHO o5 �., sbi �5 3 o€SiE H! eea �€� as -r-�gYQN 3li{V Nil N a os� $ dEm � All °o so wl c ' v°ya a E° l!1 Ba° As'o s� _o �a «i_!s p° e���� 'm$ 3a m ; 5 m c "al Eo@aH `__ E n°" Em ° °Oo 3 n @ gmvciE9 °E cs 4cr�3a@� y;go3o rq E `ie_°>° 5E 3n nc ammNEm$ d3aQ a E4s € oE amm t-€ E_ s- 1 -* oEl= 1°s o f�Ea_ moO Ei`qE �4o €°so€ ong _ QE o0 a'o a€ a3 °� u�$mC m3m 11 m° m 2 _ nE - Ea -- 1 E'�>' - Hl UT in- @w 'c� @0 Eats s° - 6@�@2 `t'<E E`m 2rr°dd�� E - e a m 1i Mal go e� ;`= °2� i If ! f >ml.. _ ry9 c@ csm _ oEo Yn_.m3- ° c°g 'I j'c@6 n L °cE -E H3 �n ms�go °KE o_i iH a" cRed m 3 °_= m�EC o3° c° a u 2 L'ou nos manE 933° 3 m n@ m @ 11 ��9 3o�s € vntt 3 E4 ova 84 E°`a 3 U E°�° a° =3 Su o u�3 Eiu3 M _-Fn - � @ s ° °�5 ° I > .-.. . • rh rc 3 c.x c.0 Q30-0N Ai1TN1Ssf SY33VZMal1=0 tlJ PaMaS'Y SILL JO NO 1Y.UK flW 3A139)*LY=W dRANY SOMN30rl SOA1N:S7iA 3MUIC-iY^H1MS:-LLMal!rveol (� AIJO1N3ANI 3B81 / SNOI114N00 ONUSIX3 R g r NVId 3dVOS(INVI 1`dldMid OHVQI NVIaR13W ` � S � ypµP r Sn3YYld PSn0A3i1NS'Sn33`i9M13IXLLYIFIOJ m �i33a3 abdaaoS ka W SH33NIUN3 DI d e y sr vms % as Nolsumenstn�ini p a � j // w AYA1 )R3W3 QNV0000 X LU LU 9po #`Q )f 4 CD U i za I / , I j COD � B Va ore arc I i it \ $ s; �� # e / , Fr C./� as 's - $ Me flaa a g LU a B € let21 g $ a Hum IS 11 EAU Valam nab r� I% . z ; 1 g I III \ If INS Me ECIA a E _ Inni i II fl m E m " MOMI Ws � 'M Em COM v I Ile ONO MID ea (' ' I Noe On r a # Fa \ ml � I e 3a .I AS M. e o E a a g o u € V s M. v c ga i I I . I W e F _ _ = o e E F e g E � I g = 9 � � i if IF f t 3NYl S3N17 j el I \ .. \ / Inn I I `IfIf` 111 33UH1 'N . it� 1 I "I —` I;•, /� 000 fi 4L N � tit u r / /� 4F ZJ i 1 � Holslntaensvxoa3n = U!po — I a�uaaaaAwwsssrr��.�raoi�o »5srnm�ax3umxu�aun�suaumsuaoaannalswssuioxxirxemneo3snaexwxaolarsa�tivsu�cxno-i�uuu3aoaaaus� uannlusysiustr��o-i p 133HS SlVW31VW 3dVOSaNVIiZF LL 9+° r NVId 3dVOSaNVI 1Vld MiVNIVII11M d o S acgzrece ama 'rmaaan M OHV41 rNVIaRI3W � ' S e rnwiaT Stl3hN'fN95N0A3NMS 5b3-.'Pa`I3 QNL'1lSlgJ SU33N1 % N3 0 .1 >i33HO aMVClaOJ a " sNasn3a J , NOISIAIGUOS U311111 /X_ - - 77/ � - AVA1 M39UO ONVGGOD ON LU —O,OOOPOOO � 2E w � F do h�t Or OR --- I ;It mo z f s s 1! too Is 1Oil « 3 i — Or lik j 1 VI161161 lag 3 - i 3 0 0 5 mo W Q a WWW rwrr •Ott! 1111,000 -00000000 � I F' t q = 9a w � I \ m I 5 g ,I g OrSao. I I I \ Of GO t ; z " I I � •I " I .I Z � � � �� kip mo � RM I Q3• I ,I � I . {i � I" I 1 34 1c0Yf O1 NItl30 h'11 � aNv, 'sa,•Irl ! I ,I ! ' I ' Il dl 37UFLL 'N ( ' i�V I ' ,I o II �I I p w t Sao o amwa I it F \ --\--- - \ xvmanlaG NOISIAI09i15 VNON3A � € i l 1 y � o o Its uu�nuealualsslsusavxoo-,�onanraax3uax�ueawasuauu�suwuGnwlsNs9u�orlalrrsa'hrxl3suxtauo-woxaraxw suss::.eao-,� ueldoae �usuemlusyswsx�xGo-i OO dab 0 0 Oi I _ • r° ° . • All. �� _ .tYl4rwam MEN 414 09 �iIdol d Now +r . :po I! ' 'a . 6 • I ° O z !I � REA i� - . i i!!I !� I!!I I�lI t'c��•. � ' � � �� I!!I Il��I I!!I I!!I � iO• � � !I I!!I !t\I I��11 III : •�` 'gin lei t., I!!IILI of 1-- !I !!I 1101111101111111 I!!I MIMI IV :I f ° !I �I !! I!!I I!!I �� �• 1►�. ��j ��I �� I�lI I�lI ��� III I!!I !!I . K� ::a. �l � !!I ill I!�! Il�I o�i�i�• � � c I!!I I!!I I!!I I!!I !!I I1�11 �I !I o,�•�!� ��' �!I Il��I !I !I �• s{ ► ,� l �l !!I !!i �_I rill � � i t ,il !!!I Iltt !I !I I=lIRMIIMM !!!I �� ° !I i!!i I!1►�I �� ��I I!!I I!!I � Q'n , � • ° ..act,�isT�D�oT�rdr•Y�.cioiaV7r11 o.o=.riio[o�;3oTonrnZ�TH 7o�2�71G�oi+�I.3FRoTntrrpy.,y„gaT:F�: PA ,RJR ®ee®�00o00© - Ndld ONUNV] d NHId 3dVOS4N` I IVIdMId o y °2 mxua m s 33x oHw r ILK 1 ai � �• 3°'"' ""'""`� "': OHt/aI NdI01i13W q ,� �, qyl¢ } Sa3`AYld 95YO1ZWYK 'Sa3}\9`l3 �IlltllS'10� J M33210 a2ldaaoo k 5 tl33N1 `JN3 0 .1 SIHMSN3tl AVM 3133H3 UHV0009 ON - - z Q CAS r' H It- Jar va Map r • - - _ < ; _ Ind r � � r •r , ` • } � ` • - - III 1 \ . I g• 1I I Ir I : . 0 � r 9 9 � z l ' El 1 f ST RAGE NITSH- t � y � I IT 11 ) i � li . 1 I I 2 • .. { � 3 rA $ aPit s 9 _ e Ol IS Or g =Im mge � a egg me low OR as d 7 3 $ € e s n rl- P . a3u�oui�urelsssa3�Goi�onasswaaarGUGw�3surc�uwsuaumsuwix}A�sas+u�olaiv�aaiaoam3allouonaoaa}axwsanr�ao-i �oua�aoaaaus7ix�aisyssusa�v�no-i OO NVId ONUNVId NVId 3dVOS(IMdl IVId32ld o OHVOI'NVIaI83W Sa=?8Y1d 551fO13-^tlllS Stl3.�F'Yi3:Ad1Y5"A� ° Stl33N19N3 O.1 A33ao auva �rv�So M1 a � aoJ o q st3as!n3a LcU G z Q. z a CD �-- :. ' C) z7-51 C')�vl rk ' �eaWp 3rq'eivoi .+'1 - �- J oo k� t awteuwt ..A' 3,ww:5 Ai M J 3 - Fl i 1, l {I c � a o E as t fi ft 03ll3N0>YI At�'.115515 "d`J'13 trl iO trM�9t3d Nall L+NS'.3+]33a UNKal41S1113Ui0J Sll W3ll13vtNLLRd SHl-0Nd1YM9 9lt]3i11n Td1Jf100 mA.V Stl33!'Yi301:0 A1N3d(IL'd-3i151ll3YW1OA5Wl Stl33'ch"13 tr1 OQ o S1IH13 G Q NVId 3ddOSOMdI ld1dMid o 'a Q . 3�tl1iIW1.v„1 e OWGI NVI(MOLN J r ��, ...,. SiCi:ShldY�tl0A3hYt4 SN33'Ykf3`J411111ifD��+� �,,/SW33NIDN3 O.1 a V a a O 4 Y s 4 -= E 3 RH a ff f J f { a j6. n v no a I Ste- �ry3ryo iymB `�_ z6io Ra€9m z_ ^ i 21, i I, e � 68�OW000000 a £B7s 0 0000 8-1 gousBS :8 "5wa w � � o 3� cw s zo i o H8 )0-) FZ � m v$�agsg W uaSY o °a b 88 € 031127'.Otld AllSkiSASEf33&xt3 Pl i0 t�9545Y23d IfllM419d03iSJigiIVASIlf31NPJ 511 E0113V1Y14N SH1301i911Y.k3'.UC41 GJ 3a�13tl Tg1�l4S0"ld3tl Alit Stl334143 P130 A1U3�tld3115i Uv3Xltll5t85NL F>13i4:di3 Pt OQ JY n y � o� g.ea„� A3HS 21Dn00 a ld 3 NV-1d 3dVOSONVI iV1d MJ`dN1VM3d JdZoe o ax..� rocs o,a m Iro�saaw �. lea 3tld1Y sl.. 0HV01'NVIGN31114 —i tl3UN6Y Etl38YYld YSLOhiAi@'SL33.d�1:3'J'811151NJ\°+> �' nau SU3311MIcN3 O 1 v 3 3m ^ a V aaOn C a 'Sil1,35'' SNgsU3a - I c " � r 3 yy 55 K W ]E m T;Z . IT 6 � a ca E���� �D ,.r� O C'.1 f7 0 lg O (9 • + b�3i 3 3.3 �Oi loin Uul LL ��a°": i I ni � Er �Und =fielNfl �sr��,� s Ega 'ao ea n How 90 .z sun! s= 53 � aaa j� �ama�g= � s - a ;; � Spa �Eqg B RK -- .,. n.n„3,11V13 F V— ill i _ -- a= m 11 oa�n' mrv" oo S.�E '= 5 a: �n°`m� `e`° 6qo 21 ag E! A Ct-e 5'.v� _c `! o c " - o a gU. v e �5 a m m-o`°11 qm 1032 q m is it ! E = o o y°c v =E e" nil �° mg o PH N E� ag 'e93� z_ "80 3 @ - e$gga um -° ED'° s° n3 1� °�^ g° E 'o "1 °U o - n °3a rcz• E� e g ° =`n° if ;a [.. cc�2 @ v2 v l E _n oQ _rn EZ° 88 u 1 E u 3 - 1S 11 "!nq �Oc _ C � on � E IN i3 gm ( HIM a;E os HAM B° 8 -il $�_ 8€ eE ;`°5 m Bla g- a1 aoo Hill w £osQ� gap z� a =-�, = a� El a oft n o a e °ag.:p 9g - °84 E9m > l �S_ n" - _ 0 6E °N m m€ 8 3 03 �m-m§ mga = e a E ma mQ a- A9 dinil v u @^ End rns v - - =e@2 psi 2'9 m T Q - @8 E�emo 89 pa Ny �e m" IS - E` '=°'3m _02 9s � L I �° m t� o of pEa93 �o Sap "gG 5c 6'b° Eyy E _ _ nil - vA co "o E95a ce E9E 3=3 a A °° _ ' " n- me Pc o coo 3 B u up!3 c€ n 111011 8° " _ n mg - icn°S om�e ac�E° " �$ m Em oEm 11 o" J 5 ° 35-1an5Ql@a y m x sa�m ma@ rs°`a 8w my nU m3 ma3 �wlna �.��°c� �U �a '_°Esnm .-n v_ �o3> 03j1 cul AUMIS Ssffiw3 Ui:O w<swrd Y31wan-ldsI'll sit Ho 113M�Ls,5111 i0 f.0'lY.tliCCno3S7TJ}.'^„{1,^(pp:d3k AVY SYi3V;'t30,1:0 A1F,+)4d 1U N 110'N15d S-iUI S-0.B Cl AHOlN3ANI 3GUi / SNOWUN00 ONUSIX3 k NVId 3dVOS(INVI 1Hld3ad o tl36VIS Y N33�Z d19CB OHYa "NYImtl3M "'"" ° "`Z 0HVOI ' NV1G1N3W �� ,S � Stl3fM99SW.1;^JbtS 'S°33Y`N(3 FIILLV5.W] �p a >133a3 aaeaaoo Gw Stl33N19N3 O.1 • � � � �suav v y$y ° ag I cc ffs s NOISIAI un ii3jlCD LLJ AvM )mm:) Oavuuoo N ILU / w W m °1� 1Qf a I �l l IMMEM It CD 00 I `. I ! � ' i O fi § a g I rFmmm It a ,a i� �y� 1 � ` U� o e ems = t ll ma < lir \ �! t W z die ° 3e s5 / \ a`e3g o e aa $ J e! s8 rM rq Eel o I � z e ' t go ` I 0 mo w � 2 °a AtIII \\ i 1 II fl g m � a tz € _ asp 03 € s \ 1no WS e a � s = \ aj � 1 I a : b A oil E Via ' • = \ I s ^ v os 1 - II Ilr Via = = s a a mi j ey = m e e e m = em E r ? \ \ II_ 3 LB rl Nil 33MHL IN - - - - - - - - - - - - --- - -I - - - - - - - - - - - - - - - - - - q : as I NOISIAIO8115 VN0113A �a �g I I � i am = I Ewa I I r»uaamanawsasxs�emoo-i�o `ossmrawu�sx��wvsu�awxsirauwsueoLoma�w �usorlairxacnaoamsntou�roo�auasm�ao-isouxaaavaxlsrix�musnsluslm.�bo-i OO Y31a3Yvm31rSOM n .a 133HS SIVIa31VIN 3dVOS(INVI s r NVId 3dVOSa Wll32ld MdI IVId ANVNl i � y� y �� miszexa aroa 'rmuro3n �� C7 �S �ro 3]V a WNtlL 'SILK OWGI ' NVICIM3W SN3 1t T SWAiWIS'SN33tl9H3 WM I403 as IS� � Stl33N1 'JN3 O .1 3 3 b 3 a H H a 00 J - sHasu3a 3 5 NOISIAIUMIS Im Ina Avn1 N33a3 Uuvuuo1) •NLU t Q fill i a o - iqII: 11 ! g Ilamilt ` as Its i is a a � 155 jj a g p o S O GE NIT I��Il`� �. � � � � e " :Eje � - i JI __-- • • GI .� III < g F — I < �. ' stid I I 1I Y _ =pad a ROE w � I: II' z . I . ..I I ? i'y iS W I h l zj s` I � � 1. � � I I � �I • I I , \ � �x r�= oz ;� •ty a- � .I � 1 11 � I � I 9 y ..r �.. W1 11 of ala3a ten I` a I. . z 3I TV7 S3NIi t I; 'I a Mi •N a' t� ao M < o i e awa Ji' I kVM3nla0 - - - � JAI " ° - - - G - - - - - - - - - - - - ! - -.N'nISIMQens vNou3A - - - - - - - - f , ,• 6 < 1 1 Hof I I ^ �i t � 1 43llSWild AllPa1551 Stl33'F..f0Pli0 WSSYa'.d IO11R1N3i511KALL1151N3llWSllWll(3IY1tl141591LfOHOLLVAAW11W 3513tlNd1711WY73tl A'N $H33i".M3 PL10 UN?dOtld3LL511tSRW1SV SHlStl33i9N3P1 QQ m � Art 0 V V . On - _� � - • • . m oIt n_ WN 'o . p 3�O OTI4to4tl fs ° IM Y;jgol� rle��i "�Yj Im ii■-i NOW �� , rvi ,Lj pot L= N it �I I��I i♦�I I��I I��I R � It It rt Or �I , j � �I ���I I��I I��I I��I �► �i I��I i♦�I I��I I��I � °c~ �� `� i��l !��I Imo!! I��I ,;�� � • �y. . Z �.rOr 40 ►�1��i I��I Il�tl ��I ��I �, � try �� ° �I I��I I�yl ►�� Wit► � � ¢� OrF -.rc�.fiiLocP.TYcdr•7.7_°io7 Z.�Rr.=o.o=�:cioToi�3o7°i�n'r�irlY Toi[4F�oF�[uIcA7�r�r.7`gyul�o7oyr�n� :i��' ;``.y 0 NV Id ONI1N`dld ERE r °�,V��A'c°�Oo snnaw� •mzcrce >v� �ucnv axone 3 a NVId 3dVOSdN` wl lVld3ad ; o �s�y °2 >scnls r o,� caevznceoxva 'rmaier�c cy 33'fld WVWl 9UtZ OHV0l ' NHI (1Rl3W SVa Yli 7Stl0A3kNS 5Y33ytiti 9ll3 `J.+lYK'1YJ Skl33N1 ^JN3 O .1 33 b 3 4 b d a a O J o snasu3a eve 9 AdAtt x33M3 GVVUGOD •l1 IF LI\ J CD F- os ' If IF �- - ON IN IN FINN Em I 4 W � a w INFIN IS Q Y� � ,.>• I f � I 1 � ONI I ± - '' 1 . ' I ° r • � �, f ' I d I � 2NO 4 1 M 2I a i ` IF IN Z' �3 HS i . . I � S7 RAGE NITS as ` i ` I • IN e sF a � Y s q' UN a s E m m HIM • j _L s r O O O ( � L9 O e o 3 W)p '031143ptld All?k1551 SN33i'S/3trl JOIgSS9{Y31h3LN51 3d511KHllPSIN31tA�S11 U�1N31VW1SV S7iL3JNOLLY�l H0351Rtl 'NOLL�11(IOtlS31AW 'SYi3W3l8 trl fJAlU3d03d3LL RLY3NWLSN SNI 'SN33"UO'1 Q NVId ONIINVId g NVId 3dVOSCINVI 1VId3ad g o 9,7 ro azreca mrcm'rn^otnsv 3�tlkl WtlLl S IIOZ g� OHVaI'NVI412l31N `i��a 6WJSY1d YSSOA4nW19 SX3SK'JI130Ik1'YtSaAJ m NAG»-_ i5wF9ey � Stl 33NH3N3 O.1 � St1015U3tl W _ � z oa = J z � � o J 9� J3 3 _rvaawnt (V_J C� + � e awauowa � T7y 1 . 3�,.HtlAz c�� i •; la '.m 3YNH.'uwi M J W M 0 31UNI44g1 — 3,rmui.ai �{ 3�wwu At M J 1 W y l M� � 3rvorcwni „' 3 •o, I i3anis G 3 9 Q3ll8fWtllAL�.1'1551 SY33tJ9'3 tr110 NhS.FdY+d K3llYlAxiO3dillKNUt'ASiN31tA�Sll M1ll13Ai!1LL519 SH1:OIALLYJIdGQ9 tl03Sil3tl'M1911NWOtld3tl Atli SN3S"t+N13 P110ALl9MJb'd 3LLSIll3Ntllga S9LL'Sb3?':-*kt301 Q SlIVi3G NVId 3dVOSONVl 1VId32ld o OHVOI'NVI(IRJ3W �:+k�Ar Sif3'Lfald YSe0A3/JIi15 5a33.hY}Y3`J'nlNh'!YJJ m33mo aadaaoo m Stl33N1")N3 0.1 S y se:as�naa g s e I gt } El m - n - S gyj RIM 9- Havo I I �w e� F-e s i s 9 EA sa i Yp� e a a3� b '"' i o i—n I I R w oq 0 H w P = FF. s s w Haw 00 1-5 �;N 8 w o ZF- 00 00 O W 3q� Sg�, � � I _ 'g tea=aS j;-_.._ s•�. �•�4u � o3u4�aaAuus�saaaoxao-twnoa-ssu=_drrura�J� sNaui�sursu+»suaouba�vis+tsru�onburrfnrnrtu n=_ancumioeeaaoil Sa31,v o, O GeoTek, Inc . 320 East Corporate Drive Suite 300 Meridian , ID 83642AS 1 1 (208) 888 - 7010 (208) 888 - 7924 www.geotekusa .com October 25 , 2016 Project No . 1820 - ID3 BPX Commercial Inc . PO Box 3151 Orangevale , CA 95662 Attention : Mr. Brian Porter Subject: Geotechnical Evaluation for " McMillan Mini Storage " - a 6± Acre Storage Facility Development Located on the Northwest Corner of W. McMillan Road and N . Goddard Creek Way, Meridian , Idaho In accordance with your request, GeoTek, Inc . (GTI ) has completed a geotechnical evaluation of the subject property for the construction of multiple one to two story lightly I loaded storage structures and associated improvements . The purpose of our study was to evaluate the soils underlying the site and to provide recommendations for project design and construction based on our findings . This report outlines the geologic and geotechnical conditions of the site based on current data, and provides earthwork and construction recommendations with respect to those conditions . SCOPE OF SERVICES The scope of our services has included the following: I . Review of soils and geologic reports and maps for the site (Appendix A) . 2 . Site reconnaissance . 3 . Review of aerial photographs . 4 . Excavating and logging of five (5 ) exploratory test pits (Appendix B) . 5 . Obtaining samples of representative soils , as the exploratory test pits were advanced . 6 . Performing laboratory testing on representative soil samples (Appendix D) . 7 . Assessment of potential geologic constraints . 8 . Engineering analysis regarding foundation design /construction , foundation settlement, and site preparation . 9 . Preparation of this report . GEOTECHNICAL ENVIRONMENTAL MATERIALS 4 MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 2 PROJECT NO. 1820-I133 SITE DESCRIPTION The project site consists of a rectangular shaped parcel totaling approximately 6± acres that is generally bound an existing apartment complex to the north, North Goddard Creek Way to the east, West McMillan Road to the south,and an existing single family residence to the west(Figures I and 2). Currently, the majority of the property consists of farmland that has been corrugated/irrigated and cultivated for crop farming purposes over many years. From topographic maps,the site's elevation is approximately 2,560+to 2,565+feet above mean sea level. Historically,topography generally directs surface water to the west-northwest. PROPOSED DEVELOPMENT It is our understanding that site development would consist of performing typical cut and fill earthwork to attain the desired graded configuration(s)for the construction of multiple one-to two- story lightly loaded storage structures and associated improvements. FIELD STUDIES j Subsurface conditions at the site were explored by using a rubber-tired backhoe. Five (5) test pits were advanced onsite. A log of each exploration is included with this report in Appendix B. Two (2) percolation tests were also performed and four (4) piezometers were installed on the subject site (Appendix C). Field studies were completed during October of 2016 by our field personnel who conducted field excavation location mapping, logged the excavations, and obtained samples of representative soils for laboratory testing. The approximate locations of the explorations are indicated on the enclosed Site Exploration Plan (Figure 2). The Unified Soil Classification System (USCS) Classification was used to visually classify the subgrade soils during the field evaluation. REGIONAL GEOLOGY The subject site is situated within the Boise River Valley,which comprises the northwestern portion of the Snake River Plain physiographic province. The western portion of the Snake River Plain is aligned in a northwest-southeast direction and generally divides the Owyhee mountains to the south from the Central Idaho mountains toward the north (Wood and Clemens, 2004). The headwaters of the Boise River are located in the Central Idaho mountains east of Boise, Idaho. The river leaves the central mountains and enters the Snake River Plain near Barber and drains toward the west into the Snake River near Parma. The Owyhee mountains and the Central Idaho Mountains are composed predominantly of volcanic and igneous rocks. The western portion of the Snake River Plain is a northwest trending complex graben formed by extension and regional uplift along the northern boundary of the basin and range province (Wood and Clemens, 2004). The graben generally forms a basin which has been partially filled with younger sedimentary and volcanic rocks (Malde, 1991). The Boise River Valley is bounded on the northeast by the Boise Front,which is a northwest trending topographic high extending generally from Boise to Emmett, Idaho. The Boise Front consists of Cretaceous aged granitic and metamorphic rocks cut by Tertiary aged rhyolite and overlain with eoTek, Inc. F MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 3 PROJECT NO. 1820-ID3 Miocene aged lake sediments (Wood and Clemens, 2004). These units have been cut by northwest trending faults which down drop these units toward the southwest. The faults also provide conduits for Quaternary aged basalt intrusions and flows (Malde, 1991). The depositional environment for the valley floor is dominantly lake laid deposits of sand,silt and clay. These materials were deposited during two periods of lake activity, one during the Miocene and the other during the Pleistocene. This valley infilling process has been subsequently truncated by down faulting within the valley ranging in height from a few feet to over 50 feet. Younger alluvium has been, and continues to be,transported dominantly by water and deposited on the basins gently sloping valley floor and within low-level flood plains. Portions of the alluvial deposits are being down cut by intermittent streams to the flood plain, and as a result stream terraces are being formed. SITE SOILS Artificial Fill The property has been cultivated for agricultural use, the upper 6 to 12 inches of material has been disturbed and consists of a brown to dark brown lean sandy clay and sandy silt with a moderate amount of organics and roots, this shall be considered artificial fill. Deeper fills may be encountered onsite. The "Artificial Fills" are soft and contain organics/roots and are not considered suitable for support of foundations. All artificial fill material should be removed as described in the "Removals" section of this report. Native Alluvial Soils Alluvial soils encountered generally consisted surficial layers of silts and sands underlain by partially cemented sands, sands, and gravel. The moisture content within the alluvial materials was generally moist near surface and wet to saturated at depth. The consistency of these soils was medium dense near surface and ranged from medium dense to moderately hard at depth. We anticipate that the onsite soils can be excavated with conventional earthwork equipment. Partially cemented layers of material were encountered in the several of our excavations; however, we anticipate that the onsite soils can be excavated with conventional earthwork equipment equivalent to CAT D9R dozers and C CAT 235 excavators. Special excavation equipment and techniques may be necessary dependent upon if harder materials are encountered during construction. After artificial fill is removed, the upper 12 inches of the alluvium will require, at a minimum, some removal and/or processing efforts to be considered suitable for the support of the proposed site improvements. Locally deeper processing/removals may be necessary. Refer to the "Recommendations Earthwork Construction" section of this report for specific site preparation recommendations. SURFACE & GROUND WATER Irrigation ditches exist in the vicinity of the site and they transmit water on a periodic basis. Generally, irrigation ditches and canals will locally influence ground water during the irrigation season (i.e., May through October). i eoTek, Inc. E MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 4 PROJECT NO. 1820-I133 Ground water was encountered in each of our excavations during our field investigation with depths ranging between to 6.57 and 7.80 feet below existing ground surface. Due to existing ground water conditions, it should be expected that special excavation and fill placement measures may be necessary. Wet materials should be spread out and air-dried or mixed with drier soils to reduce their moisture content as appropriate for fill placement. Ground water is not anticipated to adversely affect planned development, provided that earthwork construction methods comply with recommendations contained in this report or those made subsequent to review of the improvement plan(s). GTI assumes that the design civil engineer of record will evaluate the site for potential flooding and set grades such that the improvements are adequately protected. These observations reflect conditions at the time of this investigation and do not preclude changes in local ground water conditions in the future from natural causes, damaged structures (lines, pipes etc.), or heavy irrigation. TECTONIC FAULTING AND REGIONAL SEISMICITY The site is situated in an area of active as well as potentially active tectonic faults, however no faults were observed during our field evaluation. There are a number of faults in the regional area, which are considered active and would have an affect on the site in the form of ground shaking, should they be the source of an earthquake. It is reasonable to assume that structures built in this area will be subject to at least one seismic event during their life,therefore, it is recommended that all structures be designed and constructed in accordance with the International Building Code (IBC). Based on our experience in the general vicinity, references in our library, field evaluation of the site, a Seismic Design Site Class Designation of`D' may be used for seismic design. Seconda" Seismic Constraints The following list includes other potential seismic related hazards that have been evaluated with respect to the site, but in our opinion, the potential for these seismically related constraints to affect the site is considered negligible. * Liquefaction * Dynamic Settlements * Surface Fault Rupture * Ground Lurching or Shallow Ground Rupture gIg EF Summary It is important to keep in perspective that if a seismic event were to occur on any major fault, intense ground shaking could be induced to this general area. Potential damage to any settlement sensitive structures would likely be greatest from the vibrations and impelling force caused by the inertia of the structures mass than that created from secondary seismic constraints. Considering the subsurface soil conditions and local seismicity, it is estimated that the site has a low risk associated with the potential for these phenomenon to occur and adversely affect surface improvements. These potential risks are no greater at this site than they are for other structures and improvements developed on the alluvial materials in this vicinity. oTek, Inc. MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 5 PROJECT NO. 1820-ID3 RESULTS OF LABORATORY TESTING Laboratory tests were performed on representative samples of the onsite earth materials in order to evaluate their physical and chemical characteristics. The tests performed and the results obtained are presented in Appendix D. CONCLUSIONS Based on our field exploration, laboratory testing and engineering analyses, it is our opinion that the subject site is suited for development from a geotechnical engineering viewpoint. The recommendations presented herein should be incorporated into the final design, grading, and construction phases of development.The engineering analyses performed concerning site preparation and the recommendations presented below, have been completed using the information provided to us regarding site development. In the event that the information concerning proposed development is not correct, the conclusion and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report are modified or approved in writing by this office. RECOMMENDATIONS - EARTHWORK CONSTRUCTION E General All grading should conform to the International Building Code (IBC) and the requirements of the City of Meridian except where specifically superseded in the text of this report. During earthwork construction all removals, drain systems,slopes,and the general grading procedures of the contractor should be observed and the fill selectively tested. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. It is recommended that the earthwork contractor(s) perform their own independent reconnaissance of the site to observe f field conditions first hand. If the contractor(s) should have any questions regarding site conditions,site preparation, or the remedial recommendations provided,they should contact an engineer at GeoTek for any necessary clarifications prior to submitting earthwork bids.All applicable requirements of local and national construction and general industry safety orders,the Occupational Safety and Health Act, and the Construction Safety Act should be met. Demolition The following recommendations are provided as guidelines in the event a structure is encountered that are not intended to remain. 1. All existing surface or subsurface structures (not intended to remain), within the area to be developed, should be razed and moved off site. 2. If a septic tank (to be abandoned or below a proposed improvement) is located within the project site, it is recommended that it be pumped out and with few exceptions likely removed. eoTek, Inc. MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 6 PROJECT NO. 1820-I133 Any leach lines, seepage pits, or other pipes associated with this structure should also be removed or properly abandoned. 3. If any wells are encountered, an attempt should be made to identify the owner and purpose of f the well. Well abandonment should adhere to the recommendations provided by the Idaho Department of Water Resources, the Public Health Department, or any other government agencies. If the well is located in the area of a proposed structure, these recommendations should be reviewed by GTI and if warranted, additional geotechnical recommendations will be offered. Removals/Processing - General Presented below are removal/processing recommendations for the various earth materials encountered on the project. Debris, vegetation, and other deleterious material should be stripped/removed from areas proposed for structural improvements. Based on a review of the exploratory logs and our site reconnaissance, after the artificial fill is removed (upper 6 to 12 inches), a minimum removal/processing depth of 12 inches into alluvial materials should be accomplished across the site. If the left in place soils can be scarified to encounter a competent layer below; they may be processed in place; otherwise, they should be removed to competent material. Locally deeper removals/processing may be necessary based on the field conditions exposed We recommend that all surficial lean and fat clays (if encountered) be removed from beneath the foundations and replaced with a low expansive structural fill. The exposed ground surface should be I moisture conditioned and compacted a minimum of 12 inches to provide a more uniform foundation support. A minimum relative compaction of 90 percent of the laboratory maximum modified density (ASTM D 1557) at moisture content of optimum or above is necessary to generate any near surface settlements. Locally deeper removals/processing may be necessary based on the conditions exposed. Removal bottoms should be checked by a representative of GeoTek, Inc. to see if deeper removals are necessary. If very hard cemented materials are encountered during over-excavation, excavation may potentially be terminated, but this will need to be determined on a case by case basis by a representative of GTI. Foundations for the proposed structures may be founded on cemented material;however, in order to avoid the potential for differential settlement, the entire foundation would need to be supported E entirely on the cemented material. If this is not possible, cemented materials should be removed to a minimum depth of 12 inches below the bottom of the footing and replaced with compacted structural fill. This can best be determined in the field based upon the conditions exposed. Termination of any excavation on cemented soils will need to be reviewed by GTI and the owner. i If existing improvements or property line restrictions limit removals, condition specific recommendations would be provided on a case-by-case basis. During earthwork construction, care should be taken by the contractor so that adverse ground movements or settlements are not generated affecting existing improvements. eoTek, Inc. MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 7 PROJECT NO. 1820-ID3 Transitional Pads Transitional pads are defined in this report as pads which are partially cut and partially fill. To mitigate some of the differential settlement which will occur on transitional pads,the cut side should be over- excavated/processed to a minimum depth equal to 2 feet below the bottom of the footings or to the depth of the fill, which ever is less. On transitional pads with more than 7.5 feet of fill, plans need to be reviewed by GTI and site-specific recommendations will be provided. Excavation Difficulty We anticipate that the onsite soils can be excavated with conventional earthwork. Seasonal conditions could cause wet soil conditions to occur onsite. Depending on the depth of cuts, it should be expected that special excavation and fill placement measures may be necessary. Wet materials should be spread out and air-dried or mixed with drier soils to reduce their moisture content to the appropriate level for fill placement. Frozen soils, if encountered, should be removed and allowed to thaw prior to any fill placement or construction. Removal bottoms should be checked by a representative of GTI to see if deeper removals are necessary. Fill Placement Subsequent to completing removals/processing and ground preparation,the excavated onsite and/or imported soils may be placed in relatively thin lifts (less than 8 inches thick), cleaned of vegetation and debris, brought to at least optimum moisture content, and compacted to a minimum relative compaction of 95 percent of the laboratory standard (ASTM D 1557). Import Material Potentially, soils will be imported to the site for earthwork construction purposes. A sample of any I intended import material should first be submitted to GTI so that, if necessary, additional laboratory or chemical testing can be performed to verify that the intended import material is compatible with onsite soils. In general, import material should be within the following minimum guidelines: * Free of organic matter and debris. * Maintain less than 0.2 percent sulfate content. Maintain less than 3.0 percent soluble material. * Maintain less than 0.02 percent soluble chlorides. * Maintain less than 0.2 percent sodium sulfate content. * Maintain a Plasticity Index less than 12 (i.e., low expansive). * One hundred percent passing the six-inch screen. * At least seventy-five percent passing a three-inch screen. Observation and Testing During earthwork construction all removal/processing and the general grading procedures should be observed and the fill selectively tested by a representatives) of GTI. If unusual or unexpected €' conditions are exposed in the field,they should be reviewed by GTI and if warranted, modified and/or additional recommendations will be offered. Ground Water Ground water was encountered during our field evaluation at depths of approximately 6.57 to 7.80± feet, where observed, beneath the existing ground surface. Based on site conditions in the future, a transient high ground water condition could develop over a clay or less permeable layer and this l eoTek, Inc. i MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 8 PROJECT NO. 1820-I133 condition could generate down gradient seepage. The possible effect these layers could have on this and adjacent sites should be considered, and can best be evaluated in the field during grading. If warranted by exposed field conditions, it may be recommended that a drainage system be established to collect and convey any subsurface water to an appropriate location for drainage. Typically, potential areas of seepage are difficult to identify prior to their occurrence;therefore, it is often best to adopt a "wait and see"approach to determine if any seepage conditions do develop, at which time specific recommendation to mitigate an identified condition can be provided. Earthwork Settlements Ground settlement should be anticipated due to primary consolidation and secondary compression. The total amount of settlement and time over which it occurs is dependent upon various factors, including material type, depth of fill, depth of removals, initial and final moisture content, and in-place density of subsurface materials. Compacted fills,to the heights anticipated,are not generally prone to excessive settlement. However, some settlement of the left in-place existing fill and alluvium is expected and the majority of this settlement is anticipated to occur during grading. Slope Stability No significantly high (greater than ten feet) slopes are anticipated to be constructed onsite.All slopes should be designed at gradients of 2 to I (Horizontal to Vertical) or flatter. All slopes should be constructed in accordance with the minimum requirements of the City of Meridian and the International Building Code. Cut and fill slopes are anticipated to perform adequately in the future with respect to gross and surficial stability if the soil materials are maintained in a solid to semi-solid state (as defined by the soils Atterberg Limits) and are limited to the heights prescribed herein. The importance of proper compaction to the face of a slope cannot be overemphasized. In order to achieve proper compaction, one or more of the three following methods should be employed by the contractor following implementation of typical slope construction guidelines: 1)track walk the slopes at grade, 2) use a combination of cheeps foot roller and track walking, or 3) overfill the slope 3 to 5 feet laterally and cut it back to grade. i Random testing will be performed to verify compaction to the face of the slope. If the tests do not meet the minimum recommendation of 90 percent relative compaction, the contractor will be informed and additional compactive efforts recommended. A final evaluation of cut slopes during grading will be necessary in order to identify any areas of adverse conditions. The need for remedial stabilization measures should be based on observations made during grading by a representative of this office. Based on our observations, and if warranted, specific remedial recommendations will be offered for stabilization. i RECOMMENDATIONS — FOUNDATIONS General Foundation design and construction recommendations are based on preliminary laboratory testing and E' engineering analysis performed on near surface soils. The proposed foundation systems should be designed and constructed in accordance with the guidelines contained herein and in the International Building Code. eoTek, Inc. MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 9 PROJECT NO. 1820-I133 Based on our experience in the area, the soils onsite should have a negligible corrosive potential to concrete and metal, materials selected for construction purposes should be resistant to corrosion. Where permitted by building code, PVC pipe should be utilized. All concrete should be designed, mixed, placed, finished, and cured in accordance with the guidelines presented by the Portland Cement Association (PCA) and the American Concrete Institute (ACI). Based on our grading recommendations,the soils beneath the foundations are anticipated to have low expansion potential. Therefore, foundation recommendations for low expansive soil conditions are provided below. If more expansive soils are encountered,the pad(s) will either need to be regraded and the more expansive soils removed by the contractor or increased foundation recommendations will need to be provided. Conventional Foundation Recommendations Column loads are anticipated to be 50 kips or less while wall loads are expected to be 3 kips per lineal foot or less. The conventional recommendations provided are from a geotechnical engineering perspective (i.e.,for expansive conditions) and are not meant to supersede the design by the project's structural engineer. Preliminary recommendations for foundation design and construction are presented below. The specific criteria to be used should be verified on evaluation of the proposed buildings,structural loads, and expansion and chemical testing performed after grading is complete. i The bearing values indicated are for the total dead plus frequently applied live '.loads and may be increased by one third for short duration loading which includes the effects of wind or seismic forces. When combining passive pressure and friction for lateral resistance,the passive component should be F reduced by one third. A grade beam, reinforced as below and at least 12 inches wide, should be utilized across all large entrances. The base of the grade beam should be at the same elevation as the bottom of the adjacent footings. Footings should be founded at a minimum depth of 24 inches below lowest adjacent ground surface as required by local codes to extend below the frost line. Reinforcement for spread footings should be designed by the projects structural engineer. For foundations systems including a crawl space, it is recommended that it be designed so that water is not allowed to penetrate the crawl space. Proper grading and backfill for the foundations is critical and should adhere to the"fill placement"and "drainage"recommendations of this evaluation as well as local building codes. Soil Minimum Allowable Passive Maximum Footing Footing Bearing Coefficient Earth Earth Type Expansion Depth Pressure of Friction Pressure Pressure E Classification (inches) (psf) (psf/ft) (psf) Strip/Spread Low 24 2,000 0.35 250 3,000 eoTek, Inc. MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 10 PROJECT NO. 1820-I133 The coefficient of friction and passive earth pressure values recommended are working values. Strip footings should have a minimum width of one foot and spread footings should have a minimum soil to concrete area of four square feet:'Increases are allowed for the bearing capacity of the-footings at a rate of 250 pounds per square foot for each additional foot of width and 250 pounds per square foot for each additional foot of depth into the recommended bearing material, up to a maximum outlined. If the bearing value exceeds 3,000 psf, an additional review by GTI is recommended. As mentioned earlier,the exposed ground surface should be moisture conditioned and compacted a minimum of 12 inches below bottom of footings. Prior to the placement of concrete, moisture should be added to the subgrade soils to minimize water loss of the concrete during placement and curing. Foundation Settlement Provided that the recommendations contained in this report are incorporated into final design and construction phase of development, total settlement is estimated to be less than one inch and differential settlement is estimated to be less than 0.75 inches for a 25-foot span. Two-way angular distortions due to settlements are not estimated to exceed 1/400. The structures should be loaded uniformly so as to avoid any localized settlements. PAVEMENT SECTIONS Pavement sections presented in the following table are based on an R-value of 33, assumed traffic index(s) for residential construction and estimated traffic index(s) for commercial construction, and the guidelines presented in the latest edition of the ACHD Development Policy Manual. These pavement sections are presented for planning purposes only and should be verified based on specific laboratory testing performed subsequent to rough grading of the site. i Pavement Construction and Maintenance All section changes should be properly transitioned. If adverse conditions,are encountered during the preparation of subgrade materials, special construction methods may need to be employed. All subgrade materials should be processed to a minimum depth of 12 inches and compacted to a minimum relative compaction of 90 percent near optimum moisture content. All aggregate base [ should be compacted to a minimum relative compaction of 95 percent at optimum moisture content. The recommended pavement sections provided are meant as minimums. If thinner or highly variable pavement sections are constructed, increased maintenance and repair should be expected. If the ADT (average daily traffic)or ADTT(average daily truck traffic) increases beyond that intended,as reflected by the traffic index(s) used for design, increased maintenance and repair could be required for the pavement section. Positive site drainage should be maintained at all times. Water should not be allowed to pond or seep into the ground. If planters or landscaping are adjacent to paved areas, measures should be taken to minimize the potential for water to enter the pavement section. G l oT k, Inc. MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE I I PROJECT NO. 1820-I1133 MINIMUM MINIMUM AGGREGATE ASSUMED TRAFFIC SUBGRADE ASPHALT THICKNESS (in.) CONCRETE Aggregate RIGHT-OF-AWAY R-VALUE THICKNESS Base (3/4" Subbase (in.) minus) (Pitrun) Parking and Drives No Truck Access 33 2.5 4.0 6.0 TI = 6.0 Truck Access 33 3.0 6.0 10.0 TI = 8.0 OTHER RECOMMENDATIONS Site Improvements As is commonly known, expansive soils are problematic with respect to the design, construction and long term performance of concrete flatwork. Due to the nature of concrete flatwork, it is essentially impossible to totally mitigate the effects of soil expansion. Typical measures to control soil expansion for structures include; low expansive soil caps, deepened foundation system, increased structural design, and soil presaturation. As they are generally not cost effective, these measures are very Eseldom utilized for flatwork because it's less costly to simply replace any damaged or distressed sections than to "structurally" design them. Even if "structural" design parameters are applied to flatwork construction,there would still be relative movements between adjoining types of structures E and other improvements (e.g., curb and sidewalk). This is particularly true as the level of care during construction of flatwork is often not as meticulous as that for structures. Unfortunately, it is fairly common practice for flatwork to be poured on subgrade soils, which have been allowed to dry out since site grading. Generally after flatwork construction is completed, landscape irrigation begins, utility lines are pressurized, and drainage systems are utilized; presenting the potential for water to enter the dry subgrade soils, causing the soil to expand. Recommendations for exterior concrete flatwork design and construction can be provided upon request. If, in the future, any additional improvements are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements could be provided upon request. This office should be notified in advance of any fill placement, grading, or trench backfilling after rough grading has been completed. This includes any grading, utility trench and retaining wall backfills. l; Landscape Maintenance and Planting Water has been shown to weaken the inherent strength of all earth materials. Slope stability is significantly reduced by overly wet conditions. Graded slopes constructed within and utilizing onsite materials would be erosive. Eroded debris may be minimized and surficial slope stability enhanced by establishing and maintaining a suitable vegetation cover as soon as possible after construction. eoTek, Inc, r MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 12 PROJECT NO. 1820-I133 Compaction to the face of fill slopes would tend to minimize short-term erosion until vegetation is established. Plants selected for landscaping should be lightweight, deep-rooted types, which require little water and-Are capable of surviving the prevailing climate. From a;-g otechnical standpoint leaching is not recommended for establishing landscaping. If the surface soils are processed for the purpose of adding amendments, they should be recompacted to 90 percent compaction. Only the amount of irrigation necessary to sustain plant life should be provided. Over watering the landscape areas could adversely affect proposed site improvements. We recommend that any proposed open bottom planter areas adjacent to proposed structures, be eliminated for a minimum distance of 5 feet and desert landscape using xeriscape technology be used outside of this buffer zone. As an alternative, closed bottom type planters could be utilized. An outlet, placed in the bottom of the planter, could be installed to direct drainage away from structures or any exterior concrete flatwork. Irrigation timers should be adjusted on a monthly basis. Soil Corrosion Based on our experience in the area, the soils onsite should have a negligible corrosive potential to concrete and metal, materials selected for construction purposes should be resistant to corrosion. Where permitted by building code PVC pipe should be utilized. All concrete should be designed, mixed, placed, finished, and cured in accordance with the guidelines presented by the Portland Cement Association (PCA) and the American Concrete Institute (ACI). j Trench Excavation All footing trench excavations should be observed by a representative of this office prior to placing reinforcement. Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent if not removed from the site. Considering the nature of the onsite soils, it should be anticipated that caving or sloughing could be a factor in excavations. Shoring or excavating the trench walls and slopes to the angle of repose (typically 25 to 45 degrees) may be necessary and should be anticipated in non-cemented soils. All excavations should be observed by one of our representatives and conform to national and local safety codes. Onsite Utility Trench Backfill Considering the overall nature of the soil encountered onsite, it should be anticipated that materials will need to be imported to the site for use as pipe bedding and pipe zone material. All utility trench backfill should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard. Compaction testing and observation,along with probing should be performed to verify the desired results. Sand backfill,unless excavated from the trench, should not be used adjacent to perimeter footings or in trenches on slopes. Compaction testing and observation, along with probing should be performed to verify the desired results. Sand backfill, unless excavated from the trench, should not be used adjacent to perimeter footings or in trenches on slopes. Compaction testing and observation,along with probing should be performed to verify the desired results. Offsite utility trenches should be compacted to a minimum of 90 relative compaction. Compaction testing and observation, along with probing should be performed to verify the desired results. eoTek, Inc. r MCMILLAN MINI STORAGE OCTOBER 25, 2016 BPX COMMERCIAL INC. PAGE 13 PROJECT NO. 1820-I133 Drainage Positive site drainage should be maintained at all times in accordance with the IBC. Drainage should notflow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond and/or seep into the ground. Pad drainage should be directed toward the street or other approved area. The ground immediately adjacent to the foundation shall be sloped away from the building at a minimum of 5-percent for a minimum distance of 10 feet measured perpendicularly to the face of the wall. If physical obstructions prohibit 10 feet of horizontal distance, a 5-percent slope shall be provided to an approved alternate method of diverting water away from the foundation. Swales used for this purpose shall be sloped a minimum of 2-percent where located within 10 feet of the building foundation. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2-percent away from the building. Roof gutters and down spouts should be utilized to control roof drainage. Down spouts should outlet onto paved areas or a minimum of five feet from proposed structures or into a subsurface drainage system. Areas of seepage may develop due to irrigation or heavy rainfall. Minimizing irrigation will lessen this potential. If areas of seepage develop, recommendations for minimizing this effect could be provided upon request. PLAN REVIEW Final grading, foundation, and improvement plans should be submitted to this office for review and comment as they become available, to minimize any misunderstandings between the plans and recommendations presented herein. In addition,foundation excavations and earthwork construction performed on the site should be observed and tested by this office. If conditions are found to differ substantially from those stated, appropriate recommendations would be offered at that time. i I I i i l' (�I i t eoTk, Inc. MCMILLAN MINI STORAGE OCTOBER 25 , 2016 BPX COMMERCIAL INC . PAGE 14 PROJECT NO. 1820403 LIMITATIONS The materials encountered on the project site and utilized in our laboratory study are believed representative of the area; however, soil materials vary in character between excavations and conditions exposed during mass grading. Site conditions may vary due to seasonal changes or other factors. GeoTek, Inc. assumes no responsibility or liability for work, testing, or recommendations performed or provided by others. Since our study is based upon the site materials observed , selective laboratory testing and engineering analysis, the conclusions and recommendations are professional opinions . These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied . Standards of practice are subject to change with time. The opportunity to be of service is greatly appreciated . If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact the undersigned . Respectfully submitted, GeoTek, Inc . �1STERy 108 a Of o� �d co V4 David C . Waite, PE Branch Manager Senior Engineer L GeoTek, Inc . BanBury Golf Course Eagle f . 76) f 1F i �Zfi Chi) ni W. McMillan Rd . f:° L! I r. P:1 t •t . 11nn i,` 5Sj r Z 3 C a I htli ' rlili ._ . ' I f tiyi I : : I V) U �r7 f APPROXIMATE SITE LOCATION JCV I I Source : Google Maps 2016 , GeoTek Field Observations, 2016 . Not to Scale FIGURE I SITEVICINITY MAP McMillan Mini Storage Meridian , Idaho G E O T E K Prepared for : BPX Commercial Inc . GEOTECHNICAL I ENVIRONMENTAL MATERIALS Project No.: Report Date: Drawn By: 320 E . Corporate Dr , Suite 300, Meridian , ID 83642 1820 - ID3 October 2016 DCW (208) 888- 7010 ( phone) / (208) 888 - 7924 ( FAX ) M / - - Nor tt dillb VII:Selway.Rd, p k VIA AIIIAA— IIIIIIINdlill TP4 { - - . -- - — 1 0 14 14i TP-3 • 4 v e . cu 13 2 . . TP4 TM -AW-McMiIIa'n " Rid _. , ,•w: vTr . - _ INA— AAA. ' _ �x 1 I AdhL I 1 ' 1 18 was1 1 • 1 : f 1 APPENDIX A GeoTek, Inc. REFERENCES Ada County Highway District Development Policy Manual, Revised by Resolution No. 690, October 2003 ASTM, 200, "Soil and Rock: American Society for Testing and Materials," vol. 4.08 for ASTM test methods D-420 to D-4914, 153 standards, 1,026 pages; and vol. 4.09 for ASTM test method D- 4943 to highest number. Breckinridge, R.M., Lewis, R.S.,Adema, G.W.,Weisz, D.W.,2003, Map of Miocene and Younger Faults in Idaho, Idaho Geological Survey, University of Idaho Day, Robert W., 1999, Geotechnical and Foundation Engineering — Design and Construction Day, Robert W., 2002, Geotechnical Earthquake Engineering Handbook GeoTek, Inc., In-house proprietary information. Idaho Department of Water Resources, Treasure Valley Hydrology — Geology,January 2003 Idaho Department of Water Resources, Well Information, Well Driller Reports, 2015 Idaho Transportation Department CD-ROM Publications Johnson, Bruce R. and Raines, Gary L., 1995, Digital representation of the Idaho state geologic map: a contribution to the Interior Columbia Basin Ecosystem Management Project. USGS Open-File Report 95-690 i Malde, H.E., 1991. Quaternary geology and structural history of the Snake River Plain, Idaho and Oregon. In: The Geology of North America, Quaternary Nonglacial Geology: Conterminous U.S., Vol. K-2, 252-281 pp. Othberg, K.L., 1994. Geology and geomorphology of the Boise Valley and adjoining areas, western Snake River Plain, Idaho. Idaho Geological Survey Bulletin 29: 54 pp. USGS, Cloverdale Quadrangle, 7.5-Minute Series Topographic Map, 1979. USGS, 2003, Seismic Hazard Map of Idaho, Peak Acceleration (%g)with 2%Probability of Exceedance in 50 years. i i eoTk, Irks f t APPENDIX B r E E i s t F E t C C j oTek, Inc. r LOG GENERAL NOTES CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Unconfined Standard Compressive Penetration or N- Standard Penetration (SPT) Value SS Consistency or N-Value (SS) Blows/Ft Relative Density Strength, Qu, ( ) psf Blows/Ft < 500 <2 Very Soft 0- 3 Very Loose 500- 1,000 2-3 Soft 4-9 Loose 1,001 -2,000 4- 7 Firm 10-29 Medium Dense 2,001 -4,000 8- 16 Stiff 30-49 Dense 4,001 - 8,000 1 17- 32 Very Stiff 50+ Very Dense > 8,001 32+ Hard SPT penetration test using 140 pound hammer,with 30 inch free fall on 2 inch outside diameter(1-3/8 ID)sampler For ring sampler using 140 lb hammer, with a 30 inch free fall on 3 inch outside diameter(2-1/2 ID) sample, E use N-value x 0.7 to get Standard N-value E For fine grained soil consistency, thumb penetration used per ASTM D-2488 RELATIVE PROPORTIONS OF SAND AND GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term of other Percent of Dry Major constituents Weight Component of Particle Size Sample Trace < 15 Boulders Over 12 inches With 15-29 Cobbles 3 inches to 12 inches Modifier > 30 Gravel #4 Sieve to 3 inches Sand #200 Sieve to#4 Sieve Silt or Clay Passing#200 Sieve RELATIVE HARDNESS OF CEMENTED SOILS (CALICHE) Description General Characteristics Very Dense to Moderately Hard Partially Cemented Granular Soil - Can be carved with a knife and broken with force by hand. Very Stiff to Moderately Hard Partially Cemented Fine-Grained Soil -Can be carved with a knife and broken with force by hand. Moderately Hard Moderate hammer blow required to break a sample Hard Heavy hammer blow required to break a sample Very Hard Repeated heavy hammer blow required to break a sample t LOG LEGEND MATERIAL DESCRIPTION Soil Pattern USCS Symbol USCS Classification FILL Artificial Fill GP or GW Poorly/Well graded GRAVEL GM Silty GRAVEL GC Clayey GRAVEL GP-GM or GW-GM Poorly/Well graded GRAVEL with Silt GP-GC or GW-GC Poorly/Well graded GRAVEL with Clay SP or SW Poorly/Well graded SAND SM Silty SAND Sc Clayey SAND m` SP-SM or SW-SM Poorly/Well graded SAND with Silt " SP-SC or SW-SC Poorly/Well graded SAND with Clay gl o p p ® 'o f SC-SM Silty Clayey SAND ML SILT MH Elastic SILT CL-ML Silty CLAY CL Lean CLAY CH Fat CLAY PCEM PARTIALLY CEMENTED CEM CEMENTED BDR BEDROCK SAMPLING i SPT Ring Sample NR No Recovery Bulk Sample Water Table t E t CONSISTENCY Cohesionless Soils Cohesive Soils Cementation j VL Very Loose So Soft MH Moderately Hard L Loose F Firm H Hard MD Medium Dense S Stiff VH Very Hard E D Dense VS Very Stiff VD Very Dense E TEST PIT LOG LUGGED BY: DCW PROJECT #: 1820-ID3 METHOD: Backhoe PROJECT: McMillan Mini Storage EXCAVATOR: Just Dig It CLIENT: BPX Commercial Inc. DATE: 10/12/16 G E 0 -_ E K LOCATION: ELEVATION: SAMPLES c U L � TLON TEST PIT NUMBER: TP-1 y REMARKS a H °- Ln a c E o m N MATERIAL DESCRIPTION AND COMMENTS FILL Brown to Dk Brown Sandy CLAY 77 organics; moist So 1 SM Lt Brown to Brown Silty SAND; moist MD 2 3 SP Lt Brown to Brown Fine-Med Coarse SAND; moist to wet MD 4 5 6 wet to saturated Water measured at 6.57' 7 GP Tan to Lt Brown GRAVEL w/sand; saturated MD z 8 9 i i 10 Bottom of Test Pit @ 10'-0" i 11 112- 13- 14- 15- 16- 17- 18- 19- 20- 320 E. Corporate Drive, Suite 300, Meridian, Idaho 83642 (208) 888-7010 Fax: (208) 888-7924 r TEST PIT LOG LOGGED BY: DCW PROJECT #: 1820-ID3 METHOD: Backhoe PROJECT: McMillan Mini Storage EXCAVATOR: Just Dig It C L 1 E N T: BPX Commercial Inc. DATE: 10/12/16 G E 0 T E K LOCATION: ELEVATION: SAMPLES cCL c L N TEST PIT NUMBER: TP-2 N REMARKS d C G E o U V) m `n MATERIAL DESCRIPTION AND COMMENTS FILL Brown to Dk Brown Sandy CLAY w/organics; moist So 1 SP Lt Reddish Brown Fine-Med Coarse SAND; moist VD 2 (thin cemented layers throughout) 3 SP Lt Brown to Brown Fine-Med Coarse SAND; moist to wet MID 4 5 6 wet to saturated 7 Water measured at 7.51' 8 GP Tan to Lt Brown GRAVEL w/sand; saturated MID 9 10 Bottom of Test Pit @ 10'-0" 11 12 13 i i 14 15 16 17 18 i 19 20 E 320 E. Corporate Drive, Suite 300, Meridian, Idaho 83642 (208) 888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: DCW PROJECT #: 1820-ID3 METHOD: Backhoe PROJECT: McMillan Mini Storage EXCAVATOR: Just Dig It CLIENT: BPX Commercial Inc. DATE: 10/12/16 G E 0 T E K LOCATION: ELEVATION: SAMPLES C o s N TEST PIT NUMBER: TP-3 REMARKS CL d o E o v o V) m N MATERIAL DESCRIPTION AND COMMENTS v FILL Brown to Dk Brown Sandy CLAY w/organics; moist So 1 SM Lt Brown to Brown Silty SAND; moist MID 2 3 SP Lt Reddish Brown Fine-Med Coarse SAND; moist VD 4 (thin cemented from 2.5'-4') MD i j 5 i 6 7 (thin cemented from 6.5'-8') VD wet to saturated _ Water encountered at 7.8' 8 GP Tan to Lt Brown GRAVEL w/sand; saturated MD 9 10 Bottom of Test Pit c& 10'-0" 11 12 13 14 15 I 16 l 17 18 L19 20 320 E. Corporate Drive, Suite 300, Meridian, Idaho 83642 (208) 888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: DCW PROJECT #: 1820-ID3 METHOD: Backhoe PROJECT: McMillan Mini Storage EXCAVATOR: Just Dig It C LIE N T: BPX Commercial Inc. DATE: 10/12/16 G E 0 T E K LOCATION: ELEVATION: SAMPLES c T T C d C L � N TEST PIT NUMBER: TP-4 y REMARKS o E o cn m N MATERIAL DESCRIPTION AND COMMENTS v FILL Brown to Dk Brown Sandy SILT w/organics; moist So 1 SM Lt Brown to Brown Silty SAND; moist MD 2 3 SP Lt Reddish Brown Partially CEMENTED SAND; moist VD- 4 — MH 5 6 GP Tan to Lt Brown GRAVEL w/sand; wet to saturated MD 7 Water measured at 7.39' I I 8 G 9 10 Bottom of Test Pit ca) 10'-0" 11 12 13 14 f 15 I 16 17 i 18 I" 19 L 320 E. Corporate Drive, Suite 300, Meridian, Idaho 83642 (208) 888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: DCW PROJECT #: 1820-ID3 METHOD: Backhoe PROJECT: McMillan Mini Storage EXCAVATOR: Just Dig It CLIENT: BPX Commercial Inc. DATE: 10/12/16 G E 0 T E K LOCATION: ELEVATION: SAMPLES C p T � � V T N TEST PIT NUMBER: TP-5 N REMARKS o E o cn m ti MATERIAL DESCRIPTION AND COMMENTS v FILL Brown to Dk Brown Sandy SILT w/organics; moist So 1 ML Tan to Lt Brown Sandy SILT; moist F 2 i Lt Reddish Brown Fine-Med Coarse SAND; moist MD 3 SP 4 SP Lt Reddish Brown Partially CEMENTED SAND; moist VD- MH 5 6 GP Tan to Lt Brown GRAVEL w/sand;wet to saturated MD Water measured at 7.05' 7 8 9 10 Bottom of Test Pit @ 10'-0" 11 12 13 14 15 �i 16 17 18 19 20 320 E. Corporate Drive, Suite 300, Meridian, Idaho 83642 (208) 888-7010 Fax: (208) 888-7924 APPENDIX C E t E( t Ica ek, Inc, FIELD TESTS AND OBSERVATIONS ( 1820-I03) PERCOLATION TESTS The infiltration rate was determined by conducting percolation tests for onsite earth materials. The infiltration rate was determined in inches per hour in general accordance with the City of Meridian requirements. Infiltration rate results are presented below. LOCATION INFILTRATION RATE (Inches/Hour) TP-I @ 3.85' 12.31 i TP-5 @ 2.50' 2.06 GROUND WATER MONITORING RESULTS Ground water monitoring results are presented below. Ground water elevation results are recorded in feet below existing grade. LOCATION GROUNDWATER ELEVATION TP-1 6.57' TP-2 7.51' TPA 7.39' TP-5 7.05' eoTek, Inc. i APPENDIX D GeoTek, Inc, LABORATORY TESTS RESULTS ( 1820-103) ATTERBERG LIMITS Atterberg limits were performed on representative samples in general accordance with ASTM D 4318. The results are shown in the following plates. PARTICLE SIZE ANALYSIS Sieve analyses were performed in general accordance with ASTM test method C 136 and ASTM C 117. Test results are presented in the following plates. I i I e eo°T k, Inc. Keith , Kristina From : Carpenter, John Sent: Thursday, December 08 , 2016 11 : 31 AM To . Parks, Shon; Keith , Kristina ; Brian Porter ( portercon@sbcglobal . net) ; Brian Rallens (brallens@markbottles . com) Cc : james@ldputah . com Subject : FW: 160263 -4plex Concept A revised 161207 . pdf Fyi below on the traffic study . Not required for this project . Thanks , JOHN CARPENTER , PE I Nampa Office Manager T - Q ENGINEERS 332 N . Broadmore Way I Nampa , Idaho 83687 O 208044206300 M 208689960688 www . to - engineers . com From : Christy Little [ mailto : Clittle achdidaho . org ] Sent : Thursday, December 08 , 2016 9 : 01 AM To : Carpenter, John Subject: RE : 160263 -4plex Concept A revised 161207 . pdf John , A TIS is not required . Thanks, Christy From : Carpenter, John [ mailto :icarpenter(&to- engineers . com ] Sent : Wednesday, December 07 , 2016 4 : 11 PM To : Christy Little Subject: FW : 160263 -4plex Concept A revised 161207 . pdf Hi Christy , I met with you a few weeks back about a commercial site off of McMillan Road . The property consists of 12 acres — approximately 7 with storage units and 5 with residential . When we met I pointed out the 5 acres but did not have a plan for it . You indicated that a traffic study would not be needed for the project . Attached is a concept plan showing both the residential and the storage . Can you take a quick look and confirm that you would not need a traffic study . Thanks ! JOHN CARPENTER, PE I Nampa Office Manager 1 T = O ENGINEERS 332 N . Broadmore Way I Nampa , Idaho 83687 0 208 . 442 . 6300 M 208 . 899 . 0688 www .to - engineers . com 00 From : Parks, Shon Sent: Wednesday, December 07 , 2016 10 : 41 AM To : sallen@meridiancity . org Cc : James Doolin ; Carpenter, John Subject : 160263 -4plex Concept A revised 161207 . pdf Hello Sonja , At your request , from our meeting last evening, I have attached is a copy of the plan for McMillan multifamily 4 - plex units . Some of the revisions discussed during our meeting are shown on this plan ; however, we still need to update the I� trash enclosure per Republic' s new detail and also increase the street section width to 25 ' . Please contact John Carpenter or me with any questions . Kind regards, I SHON PARKS , LA Landscape Architect T - O ENGINEERS 2471 S . Titanium Place I Meridian , Idaho 83642 D 208032382288 M 208092112776 www .to - engineers . com 00 i I z