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APPLICATION Charlene Way From:clerk@meridiancity.org Sent:Thursday, April 16, 2020 2:04 PM To:Charlene Way Subject:Development Application Transmittals Modern Craftsman at Black Cat CUP, MDA, PS, RZ H-2020-0022 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Modern Craftsman at Black Cat CUP, MDA, PS, RZ H-2020-0022 Transmittal Date: 4-16-2020 Hearing Date: 5-21-2020 Assigned Planner: Joe Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: May 21, 2020 File No.: H-2020-0022 Project Name: Modern Craftsman at Black Cat Request: • Rezone a total of 21.59 acres of land for the purpose of reducing the C-C zone from approximately 7 acres to 0.74 acres and increase the R-15 zone from approximately 15.1 acres to 20.85 acres; • Short Plat consisting of 2 building lots and 2 common lots on 21.59 acres of land in the C-C and R-15 zoning districts; • Conditional Use Permit for a multi-family development consisting of 195 residential units on 20.13 acres in the R-15 zone; • Modification to the existing development agreements (Inst. Ws: 106151218; 107025555; 110059432; and 114054272) for the purpose of removing the subject property from the boundaries and terms of previous agreements and enter into a new one, consistent with the proposed development plan, by Baron Black Cat,LLC Location: The site is located in the northeast corner of N. Black Cat Rd. and W. Chinden Blvd. (SH 20/26), in the SW 1/4 of the SW '/4 of Section 22, Township 4N., Range 1 W. E IDIAN^- Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: ClEIVU, Project name: 6_G QI AI a 6 l File number(s): - r Assigned Planner: J 01e Related files: yr Type of Review Requested(check all that apply) ❑Accessory Use(check only 1) ❑ Final Plat Modification ❑ Daycare ❑ Landscape Plan Modification ❑ Home Occupation ❑Preliminary Plat ❑Home Occupation/Instruction for 7 or more N Private Street ❑Administrative Design Review ❑Property Boundary Adjustment ❑Alternative Compliance N Rezone ❑Annexation and Zoning IN Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension(check only 1) ❑ City Council Review ❑ Director ❑ Comprehensive Plan Map Amendment ❑ Commission ❑ Comprehensive Plan Text Amendment ❑UDC Text Amendment ® Conditional Use Permit ❑ Vacation(check only 1) ❑ Conditional Use Modification(check only 1) ❑Director ❑Director ❑ Commission ❑ Commission ❑Variance B Development Agreement Modification ❑ Other ❑Final Plat Applicant Information Applicant name: BARON BLACK CAT LLC Phone: Applicant address: 1401 17TH ST STE 700 Email: City: DENVER State: CO Zip: 80202 Applicant's interest in property: tN Own ❑Rent ❑ Optioned ❑ Other Owner name: Phone: Owner address: Email: City: State: Zip: Agent/Contact name(e.g.,architect, engineer,developer,representative): KENT BROWN Firm name: KENT BROWN PLANNING Phone: 208-871-6842 Agent address: 3161 E SPRINGWOOD DR Email: KENTLKB(aD_GMAIL.COM City: MERIDIAN State: ID Zip: 83642 Primary contact is: ❑ Applicant ❑ Owner EK Agent/Contact Subject Property Information Location/street address: 4740 W CHINDEN BLVD Township, range,section: 4N:1 W: SEC 22 Assessor's parcel number(s): R7219170103;R7219170214 Total acreage: 21.59 Zoning district: CC&R-15 S0422336150;S0422336200 Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.oif4/planning -1 Rei,:(2/2/2 0 1 8 2/7/2 0 1 8) Project/subdivision name : MODERN CRAFTSMAN AT BLACK CAT/ DETACHED BARON BLACK CAT SUBD General description of proposed project/request : THIS IS A 3 LOT SUBDIVISION ONE RESIDENTIAL ONE COMMERCIAL AND ONE COMMON Proposed zoning district( s) : We have 2 existing zones CC & R- 15 we are reducing the CC zone to match the commercial in the southwest corner of the site . Acres of each zone proposed : R - 15 20 . 13ac C - C . 74ac Type of use proposed ( check all that apply) . [N Residential [ Office IN Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development ? BARON BLACK CAT LLC Which irrigation district does this property lie within? NAMPA MERIDIAN IRRIGATION Primary irrigation source : Secondary . Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water) : n/a Suez water system Residential Project Summary (if applicable) Number of residential units : 195 Number of building lots : 2 Number of common lots : 0 Number of other lots : 1 Proposed number of dwelling units (for multi - family developments only) : 1 bedroom : 74 2-3 bedrooms : 121 4 or more bedrooms : 0 Minimum square footage of structure (excl . garage) : 1052 Maximum building height . 31 . 6 ft Minimum property size ( s . f it 459088 SF commercial lot Average property size ( s . £ ) : 428 , 103SF 11 . 1 minus commercial Gross density (Per UDC 11 - 1A- 1 ) : 8 . 7 Net density (Per UDC 11 - 1A- 1 ) :r Acreage of qualified open space : 2 . 36 Percentage of qualified open space : 10 . 9 % Type and calculations of qualified open space provided in acres (Per UDC 11 - 3G- 313 ) : see attached Open Space exhibit Amenities provided with this development (if applicable) : SEE ATTACHED EXHIBIT Type of dwelling(s) proposed : IN Si le - fa ily Detached M Single- family Attached IN Townhouse f It rent for rent ❑ Duplex ® Multi- family ❑ Vertically Integrated ❑ Other Non - residential Project Summary (if applicable) Number of building lots : 1 Common lots : 0 Other lots . Gross floor area proposed : MMM TBD Existing ( if applicable) : TO RE MOVED Hours of operation ( days and hours) : TBD Building height : TBD Total number of parking spaces provided : 10 Number of compact spaces provided : Authorization Print applicant name : KENT BROWN Applicant signature : '� � ,��-.. 42 _.i— Date : '" J " A CC Community Development ■ Planning Division ■ 33 E . Broadway Avenue , Ste . 102 Meridian, Idaho 83642 Phone : 208 - 884 - 5533 Fax : 208 - 888 - 6854 w1w. nieridiancity . ory/planning -2 - Rev: (2/7/2018) KENT BROWN PLANNING SERVICES Date ; February 19 , 2020 Attn : Planning and Zoning City Council Meridian City Hall 33 East Broadway Avenue Meridian, ID 83642 RE : Modern Craftsman at Black Cat — Request for Rezone, DA Mod, Short Plat, Conditional Use, and Private Street Approval for Detached Baron Black Cat Subdivision Commissioners and Council Members : Baron Black Cat LLC (Baron) is pleased to submit applications for the Modern Craftsman at Black Cat community, a mixed-use residential, professional office, and retail/commercial development on the northeast corner West Chinden Boulevard and North Black Cat Road . Applications include a rezone , development agreement modification, short plat, conditional use permit, and private street approval . The property will be platted as Detached Baron Black Cat Subdivision . INTRODUCTION TO BARON PROPERTIES Since 1983 , Baron Properties has been committed to providing high quality apartment living through the management and development of lifestyle rental communities . Baron operates in eight markets across the United States , employs over 105 individuals , cares and manages for 16 multifamily communities , and is working on seven active development projects in various states . Baron prides itself on creating first- class communities with premier amenities , active and attentive property management with exceptional maintenance teams . Baron aims to create communities which embody the wonderful and unique characteristics of each property ' s surrounding location through detail - oriented design and hands - on property management . A great example of the care Baron takes in creating a community can be found in the apartment community iluminate in Phoenix , which Baron finished creating in 2016 and subsequently was awarded the Arizona Multifamily Apartment Association ' s Development for the Year Award in 2017 . In addition, Baron has recently acquired Red Tail Luxury Apartment Homes , located in Meridian . Red Tail is known for its meticulous landscape and grounds as well as its wide range of amenities and diverse floor plans within the community . A distinguishing factor that sets Baron Properties ' developments apart and differs from other "residence- for-lease" communities and developments is that Baron does not and cannot, by design, sell the residences individually in the future . Each residence is a part of a single community operated and managed by Baron . Residences are located within a single platted parcel and are served by joint utilities , a structure that precludes future sales of individual lots . This design ensures continuity for residents with long-term internal compatibility, and it allows Baron to maintain its exceptional standard of care for all structures and amenities . 3161 E Springwood Dr ♦ Meridian . Idaho 83642 ♦ Tel . : 208 - 871 - 6842 Modern Craftsman at Black Cat Request for Rezone , DA Mod , Short Plat , Conditional Use , and Private Street Approval for Detached Baron Black Cat Subdivision SITE HISTORY The four parcels in this application (R7219170103 ; R7219170214 ; 50422336150 , and S0422336200) were annexed and zoned as part of the original Tree Farm development, which was approved by City Council on February 13 , 2007 (AZ06 . 004) . DEVELOPMENT AGREEMENT MODIFICATION This property is a part of an existing Development Agreement ( for Tree Farm) as amended , as follows : Development Agreement , dated August 23 , 2006 , recorded as Instrument # 106151218 (AZ 06 - 004 ) ; First Addendum to Development Agreement, dated February 1 , 2007 , recorded as Instrument # 107025555 (MI 06 - 010 , 06 - 011 ) ; Second Addendum to Development Agreement, dated September 19 , 2007 , recorded as Instrument # 107141993 (MI 07 - 004 ) ; Third Addendum to Development Agreement, dated June 22 , 2010 , recorded as Instrument # 110059432 (MDA 1M04 ) ; and Fourth Addendum to Development Agreement, dated July 8 , 2014 , recorded as Instrument # 114054272 (MDA 14 - 006 ) . We request the subject property be removed from the existing Development Agreement, as amended , and to enter into a new, separate Development Agreement governing this property . This would allow both the City of Meridian and Baron to have a clear understanding of the zoning and development requirements for this development . We also request the opportunity to obtain building permits for the development prior to the final plat recording , upon approval and execution of the new Development Agreement . SITE DESIGN Baron ' s design team has focused on providing future residents with a single - family home living environment in a master planned community . Modern Craftsman homes are available to rent , and this lifestyle is in high demand . Residents will be able to enjoy the pleasures of living in a private home , surrounded by community amenities , without the upkeep typical of home ownership . These residents are renting by choice , not because of necessity . Modern Craftsman will be bordered by 35 - and 2046ot landscape buffers on Chinden and Black Cat Road , respectively , providing privacy for residents . The community will include pathways , accompanied by extensive landscaping , which will allow residents to easily access various parts of the community . Modern Craftsman will include a mixture of building types , including : townhomes , attached single - story duplexes , and detached single - story homes with and without garages . Buildings will have a variety of roofing and siding styles throughout the community . There will also be a mixture 3161 E Springwood Dr ♦ Meridian , Idaho 83642 ♦ Tel . : 208 - 871 - 6842 s Modern Craftsman at Black Cat Request for Rezone , DA Mod , Short Plat , Conditional Use , and Private Street Approval for Detached Baron Black Cat Subdivision of one , two and three bedroom units to meet the needs of a wide range of residents . The following chart describes the variety of options the residents will be able to choose from : a me Modern E EUnit ixture Type of Unit Percentage 1 Bedroom/ 1 Bath , 1 - Story 38 % 2 Bedroom/2 Bath (Types A & B ) , 1 - Story 37 % 2 Bedroom /2 Bath , Attached with Garage , 1 - Story 3 % 3 Bedroom/2 Bath , 1 - Story 9 % 2 Bedroom/2 1/2 Bath , Attached with Garage , 2 - Story 8 % 3 Bedroom/2 1/2 Bath , Attached with Garage , 2 - Story 5 % REZONE Our site is the last property on the north side of Chinden Boulevard between Highway 16 and Linder Road to seek the city ' s approval for development . The property was annexed and zoned as a part of the Tree Farm development and is currently zoned R- 15 (Medium- High Density Residential ) and C - C ( Community Business) based on a concept plan . A detailed design to help determine the correct size of each zone was not provided at that time , and much has changed in this area in the intervening 14 years . The City ' s recent approvals of Costco and Central Valley Plaza, both of which are located within a half mile of our site , have reduced the need for C - C ( Commercial Business ) zoning on our property . Costco is located near the corner of Chinden Boulevard and Ten Mile Road . Central Valley Plaza is located near the northeast corner of Highway 16 and Chinden Boulevard . Central Valley Plaza includes professional offices and flex spaces for professional office and retail uses , as well as a convenience store . There is also another five acres of C - C ( Commercial Business) zoning adjacent to our site in the Fairbourne Subdivision, located on the northwest corner of Chinden Boulevard and Black Cat Road . We feel that some office or small retail user may have an interest in our 1/4 acre site at the northeast corner of Chinden Boulevard and Black Cat Road . PIIVATE STREET Baron is proposing private streets throughout the Modern Craftsman neighborhood . The residential portion of the community will be located within a single lot . The community will not have access onto Chinden Boulevard , and property to the north of the site has direct access to Black Cat . Public streets are not necessary to provide connectivity through the community and would change the look and feel of the neighborhood . Private streets allow privacy and help foster a pedestrian- friendly community . We will ensure there is clear signage for directing emergency responders to specific residences . Baron will be responsible for maintenance of the private streets . 3161 E Springwood Dr ♦ Meridian , Idaho 83642 ♦ Tel . : 208 - 871 - 6842 Modern Craftsman at Black Cat Request for Rezone , DA Mod , Short Plat , Conditional Use , and Private Street Approval for Detached Baron Black Cat Subdivision COMMUNITY SUMMARY Modern Craftsman by Baron will be a high- end rental residential and mixed-use community not yet seen in Meridian or any surrounding city . The appealing architecture , extensive amenities , acute layout , and extensive landscaping will evoke the spirit of community . Designed for multiple generations , Modern Craftsman will provide spacious floor plans , sustainable initiatives , smart home integration , luxurious finishes , and ample storage . Avoiding repetition , each section of Modern Craftsman will be different with unique views at every turn . The elevated style of the mixed flat and sloped roofs with tasteful exterior packages will make these homes stand out . Residences will include one bedroom duplexes , detached two and three bedrooms units , and two story townhomes . The community also includes 10 , 800 square feet of community business space , which is anticipated for a small office or retail user that will enjoy great visibility on the corner of Chinden Boulevard and Black Cat Road . This community meets the requirements of an infill project as we are the last project to develop in the area . All public utilities are available to the property, with water from SUEZ Water and sewer from Meridian City . Modern Craftsman will include extensive amenities . Designed with modern architecture and attractive gathering places , residents will find a variety of means to entertain, exercise , and live productively . These amenities exceed the City of Meridian ' s requirements of two site amenities and include : • Clubhouse with pool and co -working • Parcel boxes with additional lockers at spaces clubhouse • Community park with playground • Community pathways • Fenced dog park • 2 . 36 ac ( 10 . 9 % ) qualified open space ; • Picnic shelter with BBQ 2 . 96 ac ( 13 . 7 % ) total open space • 42 — 6x 10 tenant storage units • Copious amounts of well -maintained • 145 — covered parking spaces green space and lush landscaping • 36 — detached 1 Ox20 garages • Smart home systems • 50 — attached in- unit garages • Luxury interiors and appliances • 6 — one car garages All common area amenities will be complimentary . Additional fees will be applied for residents who want to add on additional features to the included smart home packages and other features like surround sound , cameras , etc . Baron prides itself on its attentive property management with exceptional maintenance teams to ensure the community remains attractive and welcoming to the residents and surrounding neighbors for the long term . Millennials and Baby Boomers are targeted demographics for the Modern Craftsman community : Millennials who have entered a career path and are looking to settle down and perhaps wanting to start a family ; and Baby Boomers who have sold their home and want to live in a quality neighborhood among a diverse demographic with no maintenance responsibilities . This community will provide a new housing product that is not currently available to serve these demographics . 3161 E Springwood Dr s Meridian , Idaho 83642 ♦ Tel . : 208 - 871 - 6842 Modern Craftsman at Black Cat Request for Rezone , DA Mod , Short Plat , Conditional Use , and Private Street Approval for Detached Baron Black Cat Subdivision As new technology and other innovative companies look to Meridian for siting their businesses , they will be interested in knowing whether Meridian can offer housing that appeals to their younger workers or creative types . Whether computer programmers , engineers , designers , or others , professionals of all ages will find appeal in Modern Craftsman ' s architecture , amenities , connected mixed uses , walking paths , and worry- free upkeep . Thank you for allowing Baron and Kent Brown Planning Services to work with you on another successful project for the City of Meridian . Sincerely, Kent Brown Planner 3161 E Springwood Dr ♦ Meridian , Idaho 83642 ♦ Tel . : 208 - 871 - 6842 EXHIBIT DESCRIPTION FOR DETACHED BARON BLACK CAT SUBDIVISION A portion of Lots 1 and 2 , Block 1 of Puma Subdivision as filed in Book 71 of Plats at Pages 7263 through 7264 , records of Ada County , Idaho and the SW 1 /4 of the SW 1 /4 of Section 22 , TAN . , R . 1 W. , B . M . , City of Meridian , Ada County , Idaho more particularly described as follows : Commencing at the SW corner of said Section 22 from which the South 1 /4 corner of said Section 22 bears South 89017 ' 18 " East , 2647 . 24 feet ; thence along the South boundary line of said Section 22 South 89 " 1T18 " East , 1 , 323 . 62 feet to the SE corner of the SW 1 /4 of the SW 114 of said Section 22 ; thence along the East boundary line of said SW 1 /4 of the SW 1 /4 North 00030 ' 49 " East , 40 . 70 feet to a point on the North right- of-way line of State Highway 20 - 26 , point also being the SW corner of Lot 1 , Block 1 of Rockbury Subdivision as filed in Book 114 of Plats at Pages 16873 through 16878 , records of Ada County , Idaho , said point also being the REAL POINT OF BEGINNING ; thence along the North right - of-way line of State Highway 20 - 26 North 89019 ' 07 " West , 1 , 262 . 61 feet to a point on the easterly right- of-way line of N . Black Cat Rd . ; thence along the easterly right- of-way line of N . Black Cat Rd . the following 5 courses and distances : thence North 44024 ' 12 " West , 28 . 32 feet ; thence North 00 " 30' 42 " East , 34 . 93 feet ; thence 34 . 33 feet along the arc of a non -tangent curve to the left , said curve having a radius of 114 . 00 feet , a central angle of 17 ° 15 ' 14 " and a long chord which bears North 08006 ' 56 " West , 34 . 20 feet ; thence 25 . 90 feet along the arc of said reverse curve to the right , said curve having a radius of 86 . 00 feet , a central angle of 17015 ' 15 " and a long chord which bears North 08 ° 06 ' 56 " West , 25 . 80 feet ; thence North 00630' 42 " East , 76 . 98 feet ; thence leaving said easterly right -of-way line South 89008 " 08 " East , 7 . 99 feet ; thence North 00 ° 30 ' 42 " East , 10 . 00 feet ; thence North 89008 ' 08 " West , 7 . 99 feet to a point on the easterly right- of-way line of N . Black Cat Rd . ; Pagel of 3 thence along easterly right- of-way line of N . Black Cat Rd . the following 3 courses and distances : thence North 00 ° 30 ' 41 " East , 253 . 08 feet ; thence 341 . 35 feet along the arc of a non4angent curve to the right , said curve having a radius of 1 , 468 . 00 feet , a central angle of 13 ' 19 ' 22 " and a long chord which bears North 07 10 ' 23 " East , 340 . 58 feet ; thence 50 . 49 feet along the arc of said reverse curve to the left , said curve having a radius of 1 , 532 . 00 feet , a central angle of 01 ' 53 ' 18 " and a long chord which bears North 12 ° 53 ' 25 " East , 50 . 49 feet to an angle point on the southerly boundary line of Lot 2 , Block 7 of Tree Farm Subdivision No . 2 as filed in Book 114 of Plats at Pages 16914 through 16921 , records of Ada County , Idaho ; thence along said southernly boundary line of said Tree Farm Subdivision No . 2 the following 6 course and distances : thence South 78003 ' 14 " East , 20 . 00 feet ; thence 61 . 63 feet along the arc of a non -tangent curve to the left , said curve having a radius of 1 , 552 . 00 feet , a central angle of 02016 ' 31 and a long chord which bears North 10048 ' 30 " East , 61 . 63 feet , thence North 55040 ' 41 " East , 10 . 27 feet ; thence 151 . 39 feet along the arc of a nontangent curve to the right , said curve having a radius of 700 . 00 feet , a central angle of 12 ' 23 ' 31 " and a long chord which bears South 71 ° 18 ' 06 " East , 151 . 10 feet ; thence South 65006 ' 21 East , 221 , 65 feet ; thence 56 . 81 feet along the arc of a non -tangent curve to the left , said curve having a radius of 850 . 00 feet , a central angle of 03 ° 49 ' 45 " and a long chord which bears South 67 ° 01 ' 18 " East , 56 . 80 feet to a corner common to Lot 2 , Block 7 of said Tree Farm Subdivision No . 2 , and Lot 1 , Block 7 of Tree Farm Subdivision No . 1 as filed in Book 113 of Plats at Pages 16498 through 16505 , records of Ada County , Idaho ; thence along the South boundary line of said Lot 1 , Block 7 the following 4 courses and distances : thence 135 . 28 feet along the arc of curve to the left , said curve having a radius of 850 . 00 feet , a central angle of 09007 ' 08 " and a long chord which bears South 73 ' 2944 " East , 135 . 14 feet ; thence South 78 ° 03 ' 14" East , 263 . 21 feet ; thence 183 . 86 feet along the arc of curve to the left , said curve having a radius of 84133 feet , a central angle of 12030 ' 53 " and a long chord which bears South 84018 ' 41 " East , 183 . 49 feet : ' age 2 of 3 thence 237 . 50 feet along the arc of a non -tangent curve to the left , said curve having a radius of 841 . 73 feet , a central angle of 16° 09 ' 58it and a long chord which bears North 81 ° 20 ' 52 " East , 236 . 71 feet to the SE corner of said Lot 1 ; Block 7 , point also being a point on the West boundary line of said Rockbury Subdivision ; thence along said West boundary line South 00 ° 30 ' 49 " West , 679 . 61 feet to the REAL POINT OF BEGINNING . Contains 21 . 59 acres , more or less 1! � J rr 7729 OF Page 3 of 3 N (� N N 25 100 400 0 50 200 600 cy CO l SCALE : 1 " = 200 ' Inc � t�� Y N0 .30 ' 49 " E too SUBDIVISION 40 . 7O ' S0 `30 ' 4911W 679061 ' p�L 'AND dN t I J ti 0 7729 N CD o c ) t t Ir : Z w4t Cy� .--� m N t 00 o t` V) 1 I � - V) tit I00 d r� N V� Cn CD co /(o co ' cC*4 C0 t! 0t r m V l I L,v ' S65 '06 ' 21 " E t 221 . 65' i � I t I i r vJ' -�7g S / 8 '03 ' 14 " E 20 . 00 NO '30 ' 41 " E t L1 t I L7 253 . 08 L5 L2 I L6 _ - - - - ------ -- - _ - - ---- L3 NAIL N . BLACK CAT RD . C2co cl N N Bcrcn oasov` oomenf 19- 1 4\ew 9 rcn I;Icck Cat Prop ExhiWt. ow 1 29 2020 3: 54, 16 rM I � AHO EXHIBIT DRAINING FOR JOa N0. 19 - 1h4 SURVEY 9955 W. EMERALD ST . DETACHED BARON BLACK CAT SUBDIVISION SHEET N0. SU 'R` V E 2 08 ) 846 - 6570 83704 1 o f GROUP , LLC LOCATED IN THE SW X OF THE SW Y4 OF SECTION 22 , T. MJ . , R . lw. , DWG. DATE B . M . , CITY OF MERIDIAN , ADA COUNTY, IDAHO 1 /29 /2020 LINE TABLE LINE LENGTH BEARING L1 28 . 32 N44624' 12 " W L2 34. 93 N 0 '30 ' 42 " E L3 76 . 98 N 0 '30 ' 42 " E L4 7 . 99 S89 '08108 " E L5 10, 00 NO '30 ' 42" E L6 7 . 99 N89008108 " W L7 10 . 27 N55040 ' 41 " E CURVE TABLE CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA Cl 114. 00 34. 33 34. 20 N8006 ' 56 " W 17*15014" C2 86 . 00 25 . 90 25 . 80 N8 '06 ' 56 " W 17 *15 # 15 " C3 1468, 00 341 . 35 340 . 58 N7010 ' 23 " E 13019 ' 22 " C4 1532. 00 50 . 49 50. 49 N12 '53 ' 25 " E 1 '53 ' 181' C5 1552700 61 . 63 61 . 63 N10*48 ' 30 " E 2 *16 ' 31 " C6 700 . 00 151 . 39 151 . 10 S71 *18' 06 " E 12'23 ' 31 A' C7 850M 56 . 81 56 . 80 S67'01 ' 18 " E 3049145 " C8 850 . 00 135. 28 135. 14 S73 '29 ' 44" E 9 '07 ' 08 " C9 84133 183. 86 183 . 49 S84018141 " E 12630 ' 53" C10 841 , 73 237 . 50 236 . 71 N81 '20 ' 52" E 16009 ' 58 " r ENSFO 7 , 729 0 r� O F Cry, G 'Moran Development 19A- 144 dw \ Baron Tack Cat Prop E"frit.drr 4 /29 '2020 3; 54; 35 Phi Fd � N � EXHIBIT , DRAWING FOR J03 NO. 19 - 144 99561o^J EMERALDST DETACHED BARON BLACK CAT SUBDIVISION SHEET NO, SURVEY 20 a4 ;° 3704 2af2 GROUP , L LC LOCATED IN THE SW A OF THE SW Y4 OF SECTION 22, T. 4N . , R . 1W. , DWO. DATE B. M . , CITY OF MERIDIAN , ADA COUNTY, IDAHO 1 /29 /2020 i i i a O D � tJ ?� 71 �. S 1 $ Q R � 0T 830 s7g003 , 14 'e w " 263. 21 �j a 1 ° t19` e" D 12' 30' 53 6 " R _ gq1 73 !� a 841 . 73 0 v 3 o CO Oi CM C vy rD M 1262 . 61 n89` i9 ' 07"w LA (P 0 RY G . C Detached Caron Black Cat Sub Closure Sheet 1 /29 /2020 Scale : 1 inch = 200 feet File , Tract 1 ; 21 . 5874 Acres , Closure ; n22 , 11162 0 . 01 ft . ( 1t350026) , Perimeter=4155 ft . 01 n89 . 1907w 1262. 61 15 n55 , 4041 e 10 . 27 02 n44 . 2412w 28 . 32 16 Rt , r=700 . 00 , delta= 012 . 2331 , chord = s71 , 1806e 151 . 10 03 n00 . 3042e 34 . 93 17 s65 . 0621 e 221 . 65 04 Lt, r= 114 . 00 , delta = 017 , 1514 , chord =n08 . 0656w 34. 20 18 Lt , r = 850 . 00 , delta =003 . 4945 , chord = s67 . 0118e 56 . 80 fly Rt, r= 86 . 00 , delta = 017 . 1515 , chord = n0 $ . 0656w 25 . 80 19 Lt , r= 850 . 00 , delta = 009 . 0708 , chord =s73 . 2944e 135 . 14 06 n00 . 3042e 76 . 98 20 s78 . 0314e 263 . 21 07 s89 . 0808e 7 . 99 21 Lt , r= 841 . 73 , delta = 012 . 3053 , chard = s84 . 1841 e 183 . 49 08 n00 . 3042e 10 22 Lt , r� 841 . 73 , delta = 016 . 0958 , chor& n81 . 2052e 236 . 71 09 n89 , 0808w 7 , 99 23 s00 . 3049w 679 , 61 10 n00 . 3041 e 253 . 08 11 Rt , r= 1468 . 00 , delta = 013 . 1922 , chor& 07 . 1023e 340 , 58 12 Lt , r= 1532 . 00 , delta = 001 . 5318 , chord = n12 . 5325e 50 . 49 13 s78 . 0314e 20 14 Lt , r= 1552 . 00 , delta =002 . 1631 , chard = n10 . 4830e 61 . 63 EXHIBIT DESCRIPTION FOR DETACHED BARON BLACK CAT SUBDIVISION R= 15 ZONING DISTRICT A portion of Lots 1 and 2 , Block 1 of Puma Subdivision as filed in Book 71 of Plats at Pages 7263 through 7264 , records of Ada County , Idaho and the SW 1 /4 of the SW 1 /4 of Section 22 , TAN . , R . 1 W. , B . M . , City of Meridian , Ada County , Idaho more particularly described as follows : Commencing at the SW corner of said Section 22 from which the South 1 /4 corner of said Section 22 bears South 89017' 18 " East , 2647 . 24 feet ; thence along the South boundary line of said Section 22 South 89017 ' 18 " East , 287 . 86 feet to the REAL POINT OF BEGINNING , thence leaving said South boundary line North 00040 ' 53 " East , 255 . 74 feet ; thence North 01 025 ' 09 " East , 24 . 00 feet ; thence North 85 " 23 ' 29 " West , 20 . 68 feet ; thence North 89019' 07 " West , 81 . 00 feet ; thence North 81 18 ' 24 " West , 41 . 65 feet ; thence North 68022 ' 22 " West , 56 . 39 feet ; thence 17 . 88 feet along the arc of a non -tangent curve to the left , said curve having a radius of 87 . 50 feet , a central angle of 11 042 ' 31 and a long chord which bears North 74 ° 20 ' 35 " West , 17 . 85 feet ; thence North 89029' 19 " West , 76 . 31 feet to a point on the Vilest boundary line of said Section 22 ; thence along said West boundary line North 00 " 30 ' 42 " East , 587 . 09 feet ; thence leaving said West boundary line and along the southerly boundary line of Tree Farm Subdivision No . 2 as filed in Book 114 of Plats at Pages 16914 through 16921 , records of Ada County , Idaho and the northwesterly extension thereof South 78 ° 03' 14 " East , 104 . 00 feet to an angle point on the southerly boundary line of Lot 2 , Block 7 of said Tree Farm Subdivision No . 2 ; thence along said southernly boundary line of said Tree Farm Subdivision No . 2 the following 5 course and distances : thence 61 . 63 feet along the arc of a non4angent curve to the left , said curve having a radius of 1 , 552 . 00 feet , a central angle of 02 " 16 ' 31 " and a long chord which bears North 10048 ' 30 " East , 61 . 63 feet ; Page 1 of 2 thence North 55040 ' 41 " Fast , 10 . 27 feet ; thence 151 . 39 feet along the arc of a non -tangent curve to the right , said curve having a radius of 700 . 00 feet , a central angle of 12023 ' 31 " and a long chord which bears South 71 ° 18 ' 06 " East , 151 . 10 feet ; thence South 65 ° 06 ' 21 East , 221 . 65 feet ; thence 56 . 81 feet along the arc of a non4angent curve to the left , said curve having a radius of 850 . 00 feet , a central angle of 03 ° 49 ' 45 " and a long chord which bears South 67001 ' 18 " East , 56 . 80 feet to a corner common to Lot 2 , Block 7 of said Tree Farm Subdivision No . 2 , and Lot 1 , Block 7 of Tree Farm Subdivision No . 1 as filed in Book 113 of flats at Pages 16498 through 16505 , records of Ada County , Idaho ; thence along the South boundary line of said Lot 1 , Block 7 the following 4 courses and distances : thence 135 . 28 feet along the arc of curve to the left , said curve having a radius of 850 . 00 feet , a central angle of 09 ° 07 ' 08" and a long chord which bears South 73029 '44 " East , 135 . 14 feet ; thence South 78003 ' 14" East , 263 . 21 feet ; thence 183 . 86 feet along the arc of curve to the left , said curve having a radius of 841 . 73 feet , a central angle of 12030' 53 " and a long chard which bears South 84 ' 18 ' 41 East , 183 . 49 feet , thence 237 . 50 feet along the arc of a non -tangent curve to the left , said curve having a radius of 841 . 73 feet , a central angle of 16009 ' 58 " and a long chord which bears North 81 ° 20 ' 52" East , 236 . 71 feet to the SE corner of said Lot 1 , Block 7 , point also being a point on the West boundary line of said Rockbury Subdivision , thence South 00 ° 30 ' 49 " West , 720 . 31 feet along said West boundary line and the southerly extension thereof to a point on the South boundary line of said Section 22 ; thence along said South boundary line North 89017 ' 18 " West , 1 , 035 . 75 feet to the REAL POINT OF BEGINNING . Containing 21 . 68 acres , more or less . Ns ' 7729 OF Page 2 of 2 'd N N 25 100 400 Nall h 0 50 200 600 � cp � SCALE : 1 " == 200 FlOCKBITRY � SUBDIVISION S0030 ' 49 " W 720 , 31 ) 7729 ;u to `3 � 20 is 'Z�0 J i (od Nw Lo w cn L T In to 1 O l a) ¢ /co w 00 m `r i co R - 15 0) i 00 944303 s . f. U' o 21 . 68 a . c . N i c Gc4 i � CLW i U? m t,,� S65 '06 ' 21 " E 1 221 , 65 ' L1 1 ' L2 — N0 '40 ' 53 " E m 255 * 74 ' ui w 1 J z NOT � t U S78403 ' 14 " E APART col L7 104* 00 ' C1 N C4 NO '30 ' 42 " E 587 , 09 ` _ _ 311 ^35 ' N . BLACK CAT RD . 5AOnrom Day4elo mtiM 19- lJt4 dw 7DNING EXHOT R15,Gw 3 2 ' i1 i: : : ?5 Pf•! I DAHO EXHIBIT DRAWING FOR 14a NO' 19-14A SURVEY 055 W, EMERALD ST. DETACHED BARON BLACK CAT SUBDIVISION SHEET NO. 6o81846 4HO357063704R � 15 ZONING DISTRICT tzoa, aaa-n�7o 1 d �� GROUP , L LC LOCATED IN THE SW Y4 OF THE SW Y4 OF SECTION 22, T, 4N . , RlW. , DWG. DATE 6. M. , CITY OF MERIDIAN , ADA COUNTY, IDAHO 3/2/2020 t 7729 10 ~ r2 �3' 31.. OF VD, s asp , rG . rj I. � S o 901) 71 R tia s >3003 ,14Me 263, 27 0 = 12030' 5&1 0 : 16009 59 u, 841 , 73 R aA1 73 © `n C Cl p O ce) $ ~ o 5 4 a) CY) L � o O N 0 1035.75 n89 ° 17' 17w Detached Baron Black Cat Sub R - 1 5 Zone Closure Sheet 3/2 /2020 Scale : 1inch = 200 feet file : Tract 1 : 21 . 6782 Acres , Closure; n61 , 5833e 0 , 01 ft . ( 1 /764789) , Perimeter=4342 ft , 01 n00 . 4053e 255 . 74 14 s65 . 0621 e 221 , 65 02 n01 . 2509e 24 15 Lt; rW850 . 00 , delta403 . 4945 , chord - s67 . 0118e 56 . 80 03 n85 . 2329w 20 . 68 16 Lt , r= 850 . 00 , delta = 009 . 0708 , chord =s73 . 2944e 135 . 14 04 n89 . 1907w 81 17 s78 . 0314e 263 , 21 05 n81 . 1824w 41 . 65 18 Lt, r441 .73 , delta = 012 .3053 , chor&s84 , 1841 e 183 . 49 06 n68 . 2222w 56 . 39 19 Lt, r= 841 . 73 , delta = 016 , 0958 , chor& n81 . 2052e 236 , 71 07 Lt , r= 87 . 50 , delta411 .4231 , chord - 04 . 2035w 17 . 85 20 s00 . 3049w 720 . 31 08 n89 . 2919w 76 , 31 21 n89 . 1718w 1035 . 75 09 n00 . 3042e 587 . 09 10 s78 . 0314e 104 11 Lt, r� 1552 . 00 , delta= 002 . 1631 , chord =n 10 .4830e 61 . 63 12 n55 ,4041 e 10 .27 13 Rt , r= 700 , 00 , delta =012 . 2331 , chord =s71 . 1806e 151 . 10 ,` . .� IandproDATA MODERN CRAFTSMAN VICINITY MAP _.. _ -ICL j _H xs. : ) W W CHIN-[ E.N._ i ; n Blvd 9 . i f _u. i 1 I i f 3 , ^ -: i 'ih Bird i- E DTT_ At 7T . !1 T` 43039 ' 21 . 54 " N 116 ° 26 ' 29 . 04 " W pp Oct 29 , 2019 - IandproDATA . com The materials available at this website are for informational .kale : 1 inch annrnx 600 fPpt ni irnncnc only nnA An r% nncfif- i Own n lonnl Ar% r- i imont RETURN RECORDED DOCUMENT TO : FirstBank Attn : Loan Operations 12345 West Colfax Avenue Lakewood , CO 80215 DEED OF TRUST , SECURITY AGREEMENT , ASSIGNMENT OF RENTS AND FIXTURE FILING This DEED OF TRUST , SECURITY AGREEMENT, ASSIGNMENT OF RENTS AND FIXTURE FILING (this "Deed of Trust" ) , effective as of August 22 , 2019 , is entered into between Baron Black Cat LLC , a Colorado limited liability company, whose address is c/o Baron Property Services 1401 17th Street, Suite 700 Denver, CO 80202 (" Grantor") ; FirstBank, a Colorado state banking corporation , whose address is 12345 West Colfax Avenue , Lakewood , Colorado 80215 ( "Beneficiary" ) ; and , David McAnaney , an Idaho licensed attorney , whose address is c/o McAnaney & Associates PLLC , 1101 W . River Street, Suite 100 , Boise , Idaho 83702 , its successors and assigns (" Trustee ") . RECITALS A. Grantor is in the business of property development . In consideration for Beneficiary agreeing to lend up to Three Million Five Hundred Thousand and 00/ 100 Dollars ( $ 3 , 500 , 000 ) , Grantor has agreed to execute this Deed of Trust along with the Loan Agreement (defined below) and the Note (defined below) which were contemporaneously signed with this Deed of Trust, to use such funds for the purpose of purchasing and conducting predevelopment work to those real properties located in Ada County , Idaho and identified in Exhibit A , which are more commonly known as NEC of Black Cat Road & Chinden Boulevard , Meridian , Idaho 83646 and 4740 W. Chinden Boulevard , Meridian , Idaho 83646 (collectively referred to as the "Property" ) , and to permit liens against the Property for the benefit of Beneficiary . AGREEMENT For valuable consideration , Grantor does hereby irrevocably grant, bargain , sell and convey in trust , with power of sale , to Trustee for the benefit of Beneficiary , all of Grantor ' s right, title , and interest in and to the Property , together with : all existing or subsequently erected or affixed buildings , improvements and fixtures ; tenements , hereditaments , privilege ; all easements , rights - of way and appurtenances ; all water, water rights ( including claims , decrees , permits and applications therefor , and licenses ) and ditch , canal and other irrigation rights ( including stock and memberships in canal , ditch and irrigation companies and in utilities with ditch or irrigation rights ) ; and all other rights , royalties , rents , and profits relating to the real property , including , without limitation , all minerals , oil , gas , geothermal and similar matters located at the Property . The real property described in Exhibit A hereto ( 1) consists of 40 acres or less , or ( ii) is located within the boundaries of an incorporated city , or ( iii) consists of 80 acres or less and is not used primarily for agricultural purposes . Grantor presently assigns to Beneficiary all of Grantor ' s right, title, and interest in and to all present and future leases of the Property and all rents from the Property . In addition, Grantor grants Beneficiary a Uniform Commercial Code security interest in any leases , the rents related from the Property and the personal property of Grantor located in the Property . The words "personal property" mean all construction materials and equipment, furniture , furnishings , fixtures , machinery, equipment, inventory, goods and any other items of personal property in which Borrower now or hereafter owns or acquires an interest or right, including any leased personal property, which are used or useful in the construction, operation, use or occupancy of the Property; all of Borrower ' s accounts receivable from the operation of the Property ; all of Borrower ' s documents , instruments , contract rights , and general intangibles relating to the construction, use , operation or occupancy of the Property ; all water, water rights and ditch rights (including stock utilities with ditch or irrigation rights) , and all other rights , royalties , rents , and profits relating to the real property, including, without limitation, all minerals , oil , gas , geothermal and similar matters located at the Property and all insurance proceeds from any policies of insurance covering any of the aforesaid . Lender reserves the right to file such documents to secure its interests in and to the Collateral including a Uniform Commercial Code Financing Statement , This Deed of Trust, Security Agreement, Assignment of Rents , and Fixture Filing is given by Grantor for the purpose of securing payment of the indebtedness evidenced by that certain Promissory Note dated August 22 , 2019 , executed by Grantor in the original principal amount of Three Million Five Hundred Thousand and 00 / 100 Dollars ($ 3 , 500 , 000) (the "Note ") , final payment due on or before February 1 , 2021 , executed in connection with and subject to the exercise of an Extension Option agreed to by Grantor and Beneficiary pursuant to that certain Loan Agreement dated August 22 , 2019 (the "Loan Agreement") , and to secure payment of all such further sums as may hereafter be loaned or advanced by Beneficiary herein to Grantor herein, or any or either of them , while record owner of present interest, for any purpose , and of any notes , drafts or other instruments representing such future loans , advances or expenditures together with interest on all such sums at the rate therein provided, however, that the making of such further loans , advances or expenditures shall be optional with the Beneficiary, and provided, further that it is the express intention of the parties to this Deed of Trust that it shall stand as continuing security until paid for all such advances together with interest thereon . Grantor and Beneficiary acknowledge and agree that this Deed of Trust will be recorded in a first ( lst) position of priority against the Property . A. To protect the security of this Deed of Trust, Grantor agrees ; 1 . To keep the Property in good condition and repair; not to remove or demolish any building thereon that has not been previously disclosed to and agreed upon by Beneficiary; to comply in all material respects with all laws affecting the Property or requiring any alterations or improvement to be made thereof; not to commit or permit waste thereof; not to commit, suffer, or permit any act upon the Property in violation of law; to do all other acts which from the character or use of said Property may be reasonably necessary ; the specific enumerations herein not excluding the general . Trustee , upon presentation to it of an affidavit signed by Beneficiary, setting forth facts showing a default by Grantor under this Paragraph 1 , is authorized to accept as true and conclusive all facts and statements in such affidavit, and to act upon such affidavit hereunder . 2 . To provide , maintain and deliver to Beneficiary insurance as required under the Loan Agreement . 3 . To appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee ; and to pay all costs and expenses , including costs of evidence of title and attorney ' s fees in a reasonable sum , in any such action or proceeding in which Beneficiary or Trustee may appear . 4 . To pay before delinquency all taxes and assessments affecting the Property , when due ; all encumbrances , charges and liens , with interest, on the Property or any part thereof, which appear to be prior or superior hereto ; all costs , fees and expenses of this Deed of Trust (for the purposes of this Paragraph 3 , collectively referred to as " expenses ") . In the event Grantor wishes to contest any expenses affecting the Property which are listed in the prior sentence , and such expenses are suspended until a determination is rendered , then Grantor may delay payment of said expenses until such determination is rendered , and , upon such determination being rendered , promptly pay said expenses within five ( 5 ) business days of such determination , or sooner if required by law . In addition to the payments due in accordance with the terms of the Note hereby secured , at the option and on demand of Beneficiary, Grantor shall pay each month one -twelfth ( 1 / 12th) of the estimated annual taxes , assessments , insurance premiums , maintenance and other charges upon the Property , nevertheless in trust for Grantor ' s use and benefit and for the payment by Beneficiary of any such items when due . Grantor ' s failure so to pay shall constitute a default under this Deed of Trust . 5 . To pay immediately and without demand all sums expended by Beneficiary or Trustee pursuant to the provisions of this Deed of Trust, with interest from date of expenditure at the Default Rate as stated in the Loan Agreement until paid . 6 . No part of the Property or any legal or beneficial interest in the Property shall be sold , assigned , conveyed , leased , transferred or otherwise disposed of (whether voluntarily or involuntarily , directly or indirectly , or any interest in Grantor, or by operation of law or otherwise) , except as otherwise permitted by the Loan Agreement . 7 . Should Grantor fail to make any payment or to do any act as herein provided , then Beneficiary or Trustee , but without obligations so to do and without notice to or demand upon Grantor and without releasing Grantor from any obligation hereof, may : make or do the same in such manner and to such extent as either may deem necessary to protect the security hereof, Beneficiary or Trustee being authorized to enter upon the Property for such purposes ; appear in and defend any action or proceeding purporting to affect the security hereof or the rights or powers of Beneficiary or Trustee ; pay, purchase , contest or compromise any encumbrance , charge or lien which in the judgment of either appears to be prior or superior hereto ; and , in exercising any such powers , or in enforcing this Deed of Trust by judicial foreclosure , pay necessary expenses , employ counsel and pay his , her, or its reasonable fees . Be It is mutually agreed that : 1 . By accepting payment of any sums secured hereby after its due date , Beneficiary does not waive its right either to require prompt payment when due of all other sums so secured or to declare default for failure so to pay . At any time or from time to time without liability itten request of Beneficiary and presentation of this Deed of therefore and without notice , upon wr Trust and said Note for endorsement, and without affect in the personal liability of any person for payment of the indebtedness secured hereby, Trustee may : reconvey all or any part of the Property ; consent to the making of any map or plat thereof, join in granting any easement thereon ; or join in any extension agreement or any agreement subordinating the lien or charge hereof. 2 . Upon written request to Beneficiary stating that all sums secured hereby have been paid, and upon surrender of this Deed of Trust and said Note to Trustee for cancellation and retention and upon payment of its fees , Trustee shall reconvey , without warranty, the Property then held hereunder . The recitals in any reconveyance executed under this Deed of Trust of any matters or facts shall be conclusive proof of the truthfulness thereof. The Grantee in such reconveyance may be described as "the person or persons legally entitled thereto . " 3 . As additional security, Grantor hereby gives to and confers upon Beneficiary the right, power and authority, during the continuance of this Deed of Trust, to collect the rents , issues and profits of the Property, reserving unto Grantor the right, prior to any Event of Default, to collect and retain such rents , issues and profits as they become due and payable . Upon any such Event of Default and during the continuance of, Beneficiary may at any time without notice , either in person, by agent, or by a receiver to be appointed by a court, and without regard to the adequacy of any security for the indebtedness hereby secured , enter upon and take possession of the Property or any part thereof, in its own name , sue for or otherwise collect such rents , issues and profits , including those past due and unpaid , and apply the same , less costs and expenses of operation and collection, including reasonable attorney ' s fees , upon any indebtedness secured hereby, and in such order as Beneficiary may determine . The entering upon and taking possession of the Property, the collection of such rents , issues and profits and the application thereof as aforesaid, shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice . 4 . a . In the Event of Default as set forth in the Loan Agreement, Beneficiary shall execute or cause Trustee to execute a written notice of such default and of its election to cause to be sold the herein described Property to satisfy the obligations hereof, and shall cause such notice to be recorded in the office of the recorder of each county wherein the Property or some part thereof is situated . b . Notice of sale having been given as then required by law, and not less than the time then required by law having elapsed, Trustee, without demand on Grantor, shall sell the Property at the time of place affixed by it in said notice of sale , either as a whole or in separate parcels and in such order as it may determine , at public auction to the highest bidder for cash and lawful money of the United States , payable at time of sale . Trustee shall deliver to the purchaser its deed conveying the Property so sold, but without any covenant or warranty expressed or implied . The recitals in such deed of any matters or facts shall be conclusive proof of the truthfulness thereof. Any person, including Grantor, Trustee, or Beneficiary may purchase at such sale . c . After deducting all costs , fees and expenses of Trustee and of this Deed of Trust, including cost of evidence of title and reasonable counsel fees in connection with the sale , Trustee shall apply the proceeds of sale to payment of all sums expended under the terms hereof, ith the accrued interest at the highest lawful rate permissible under Idaho law, not then repaid, w all other sums then secured hereby ; and the remainder, if any, to the person or persons legally entitled thereto . d . Notwithstanding any other provisions hereof or of any other agreement between the parties hereto , under no circumstances shall the amount paid or agreed to be paid to such Beneficiary for the use , forbearance or detention of money exceed the highest lawful rate permissible , and if a court of competent jurisdiction shall determine that the performance of any provision hereof or thereof shall result in payment of amount in excess thereof, then such provision shall be deemed appropriately modified to the extent necessary to reduce such amount to that not in excess of such rate , and any excess amount theretofore received shall be deemed applied to the principal amount of the debt . 5 . This Deed of Trust applies to , inures to the benefit of, and binds all parties hereto , their heirs , legatees , devisees , administrators , executors , successors and assigns . The term Beneficiary shall mean the holder and owner of the Note secured hereby ; or, if the Note has been pledged , the pledgee thereof. In this Deed of Trust, whenever the context so requires , the masculine gender includes the feminine and/or neuter, and the singular number includes the plural . 6 . Trustee is not obligated to notify any party hereto of pending sale under any other Deed of Trust or of any action or proceeding in which Grantor, Beneficiary or Trustee shall be a party unless brought by Trustee . 7 . In the event of dissolution or resignation of Trustee , the Beneficiary may substitute a Trustee or Trustees to execute the trust hereby created , and when any such substitution has been filed for record in the office of the recorder of the county in which the Property herein described is situated , it shall be conclusive evidence of the appointment of such Trustee or Trustees , and such new Trustee or Trustees shall succeed to all of the powers and duties of the Trustee or Trustees named herein . 8 . This Deed of Trust , or a copy thereof, may be filed as a financing statement in the appropriate state , county or municipal offices and/or in the real estate records of the Ada County Recorder in order to perfect and protect the security interest granted herein . The mailing address for Beneficiary, as secured party, and Grantor, as debtor, are as stated above . 9 . If a court of competent jurisdiction finds any provision of this Deed of Trust to be invalid or unenforceable as to any person or circumstance , such findings shall not render that provision invalid or unenforceable as to any other persons or circumstances . If feasible , any such offending provision shall be deemed to be modified to be within the limits of enforceability or validity ; however, if the offending provision cannot be so modified , it shall be stricken and all other provisions of this Deed of Trust in all other respects shall remain valid and enforceable . 10 . The failure on the part of Beneficiary to promptly enforce any right hereunder shall not operate as a waiver of such right and the waiver by Beneficiary of any default shall not constitute a waiver of any other or subsequent default . 11 . Time is of the essence hereof. 12 . a . Grantor agrees to indemnify , reimburse and hold Beneficiary and its successors , assigns , employees , affiliates and agents (hereinafter in this Paragraph 12 referred to individually as " Indemnitee" and collectively as " Indemnitees ") harmless from any and all liabilities , obligations , damages , injuries , penalties , claims , demands , actions , suits , judgments and any and all reasonable costs , expenses or disbursements (including reasonable attorney ' s fees and expenses ) (for the purposes of this Paragraph 12 the foregoing are collectively called " expenses ") of whatsoever kind and nature imposed on, asserted against or incurred by any of the Indemnitees in any way relating to or arising out of this security in or in any way connected with the administration of the transactions contemplated hereby or the enforcement of any terms of, or the preservation of any rights under this security instrument, or in any way relating to or arising out of the possession, operation, condition , sale , return or other disposition , or use of the Property (including, without limitation, latent or other defects , whether or not discoverable) , the violation of the laws of any country, state or other governmental body or unit, any tort (including, without limitation, claims arising or imposed under the doctrine of strict liability, or for or on account of injury to or the death of any person (including Indemnitee) , or property damage) , or contract claim ; provided that no Indemnitee shall be indemnified pursuant to this Paragraph 12 for losses , damages or liabilities to the extent caused by the gross negligence or willful misconduct of such Indemnitee (as determined by a court of competent jurisdiction in a final and non - appealable decision) . Grantor agrees that upon written notice by any Indemnitee of the assertion of such a liability, obligation, damage , injury, penalty, claim , demand, action, suit or judgment, Grantor shall assume full responsibility for the defense thereof. Each Indemnitee agrees to use its reasonable best efforts to promptly notify Grantor of any such assertion of which such Indemnitee has knowledge . b . Without limiting the application of Paragraph 12 hereof, Grantor agrees to pay, indemnify and hold each Indemnitee harmless from and against any loss , costs , damages and expenses which such Indemnitee may suffer, expend or incur in consequence of or growing out of any misrepresentation by Grantor in this security instrument or in any writing contemplated by or made or delivered pursuant to or in connection with this security instrument . c . If and to the extent that the obligations of Grantor under this Paragraph 12 are unenforceable for any reason, Grantor hereby agrees to make the maximum contribution to the payment and satisfaction of such obligations which is permissible under applicable law . 13 . This Deed of Trust has been delivered to Beneficiary and accepted by Beneficiary . This Deed of Trust shall be governed by and construed in accordance with the laws of the state of Idaho . [Signature on the following pages] i I IN WITNESS WHEREOF , the undersigned has executed this Deed of Trust effective as of the day and year first above written . BARON BLACK CAT LLC , a Colorado limited liability company By : JRMR Baron Manager LLC , a Colorado limited liability company, its Manager t J . Je e ' g ana r STATE OF COLORADO ) ss . COUNTY OF JeM CQ } The foregoing instrument was acknowledged before me this 101 day of August, 2019 , by J . Jeffrey Riggs , as Manager of JRMR Baron Manager LLC , a Colorado limited liability company, as Manager of Baron Black Cat LLC , a Colorado limited liability company . tL Witness my hand and official seal . [sed rah Leticia Lara NOTARY PUBLIC STATE OF COLORADO NOTARY ICE 20164044787 ��` Nil.' COMMISSION EXPIRES 11 /28/20 Not iry Pub tc My commission expires 11 12( 120 [Signature page to Deed of Trust] 10899925191 EXHIBIT A LEGAL DESCRIPTION OF PROPERTIES Property 1 : Property 1 , located in Ada County, Idaho , is more commonly known as : NEC of Black Cat Road & Chinden Boulevard , Meridian , Idaho 83646 . The legal description of Property 1 , as provided by the Warranty Deed filed with Ada County, Idaho , instrument number 2018 - 002090 , includes three (3 ) separate sub -parcels of real property, labeled Parcel 1 , Parcel 2 , and Parcel 3 . Any references made between Grantor, Beneficiary, Trustee , and/or third party to "Parcel 1 " , whether written , verbal , or otherwise, shall be interpreted to mean this Property 1 , and, unless specifically stated otherwise , not solely refer to the sub -parcel listed in the legal description of Property 1 . The legal description of Property 1 is as follows : PARCEL 1 : LOT 2 IN BLOCK 1 OF PUMA SUBDIVISION, ACCORDING TO THE PLAT THEREOF, FILED IN BOOK 71 OF PLATS AP PAGES 7263 AND 7264, RECORDS OF ADA COUNTY, IDAHO . LESS AND EXCEPTING ; A PARCEL OF LAND SITUATED IN THE SOUTHWEST CORNER OF LOT 21 BLOCK 2 OF PUMA SUBDMSION, FILED IN BOOK 71 OF PLATS AP PAGES 7263 AND .7264, LOCATED IN THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE- MERIDIAN, ADA COUNTY, IDAHO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS . BEGINNING AT THE SOUTHWEST CORNER OF SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST, BOISE- MERIDIAN, ADA COUNTY, IDAHO; THENCE NORTH 0030' 51 " EAST 231 # 32 FEET ALONG THE SECTION LINE TO A POINT; THENCE SOUTH 89008'06 " EAST 30 . 00 FEET TO A POINT, THE SOUTHWEST CORNER OF LOT 21, BLOCK 1 OF PUMA SUBDIVISION AND THE REAL POINT OF BEGINNING; THENCE 'CONTINUING SOUTH 89008' 06 " EAST 10 . 00 FEET ALONG THE SOUTH SIDE OF SAID LOT 2 TO A POINT; THENCE NORTH 0030 ' 51" EAST 10 . 00 FEET TO A POINT; THENCE NORTH 1891? 08 ' 06" WEST 10 . 00 FEET TO A POINT; THENCE SOUTH 0030 '51 " WEST 10.00 FEET ALONG THE WEST SIDE OF SAID LOT XTO A POINT, THE REAL POINT OF BEGINNING . ALSO LESS AND EXCEPTING : A PARCEL OF LAND BEING A PORTION OF LOT 2 IN BLOCK I. OFPUMA SUBDIVISION, ACCORDING TO THE PLAT THEREOF, FILED IN BOOK 71 OF PLATS AP PAGES 7263 AND 7264, RECORDS OF ADA COUNTY, IDAHO, SITUATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST OF THE BOISE MERIDIAN , CITY OF MERIDIAN, ADA COUNTY, IDAHO, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS : COMMENCING AT AN ALUMINUM CAP MARKING THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE NORTH 89 ° 17 ' 18 " WEST 2, 647 . 24 FEET TO A FOUND ALUMINUM CAP MARKING THE SOUTHWEST CORNER OF OF SAID SECTION 22; THENCE ALONG THE WEST BOUNDARY OF SAID SECTION 22, NORTH 00030 ' 42" EAST 898 .44 FEET TO THE NORTHWEST CORNER OF SAID PUMA SUBDIVISION ; THENCE ALONG THE NORTH BOUNDARY OF SAID PUMA SUBDIVISION , SOUTH 78003 ' 14 " EAST 483 . 10 FEET TO THE POINT OF BEGINNING$ THENCE CONTINUING ALONG SAID NORTH BOUNDARY, SOUTH 78003 ' 14 " EAST 628 . 91 FEET; THENCE LEAVING SAID NORTH BOUNDARY, 183 . 86 FEET WESTERLY ALONG THE ARC OF NON -TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 841 . 73 FEET, A CENTRAL ANGLE OF 12030 ' 5411 , AND A LONG CHORD WHICH BEARS NORTH 84018 ' 41 " WEST 183 . 49 FEET; THENCE NORTH 78003 ' 14 " WEST 263 , 21 ; THENCE 184 . 75 FEET WESTERLY ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 850 . 00 FEET, A CENTRAL ANGLE OF 12027113 AND A LONG CHORD WHICH BEARS NORTH 71049 .37 " WEST 184 . 39 FEET TO THE POINT OF BEGINNING . ALSO LESS AND EXCEPTING THAT PORTION OF SAID PROPERTY CONVEYED TO ADA COUNTY HIGHWAY DISTRICT IN QUITCLAIM DEED RECORDED DECEMBER 5 , 2016, AS INSTRUMENT NO . 2016417750, RECORDS OF ADA COUNTY, IDAHO . PARCEL 2 . A PARCEL OF LAND SITUATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 4 NORTH , RANGE 1 WEST OF THE BOISE MERIDIAN, CITY OF MERIDIAN , ADA COUNTY, IDAHO AND MORE PARTICULARLY DESCRIBED AS FOLLOWS ; COMMENCING AT AN ALUMINUM CAP MARKING THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE NORTH 89 ° 17 ' 18 " WEST, 2, 647 . 24 FEET TO A FOUND ALUMINUM CAP MARKING THE SOUTHWEST CORNER OF SAID SECTION 22; THENCE ALONG THE WEST BOUNDARY OF SAID SECTION 22, NORTH 00030 ' 42" EAST, 898 .44 FEET TO THE NORTHWEST CORNER OF PUMA SUBDIVISION , ACCORDING TO THE PLAT THEREOF FILED IN BOOK 71 OF PLATS AT PAGES 7263 AND 72641• THENCE ALONG THE NORTH BOUNDARY OF SAID PUMA SUBDIVISION , SOUTH 78003 ' 14 " EAST, 104 . 00 FEET TO THE POINT OF BEGINNING, THENCE 61 . 64 FEET NORTHERLY ALONG THE ARC OF NON -TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 1, 552 . 00 FEET, A CENTRAL ANGLE OF 02016 '31 " , AND A LONG CHORD WHICH BEARS NORTH 10048130 " EAST, 61 . 63 FEET; THENCE NORTH 55040 ' 41 " EAST, 10 . 27 FEET; THENCE 151 . 39 FEET EASTERLY ALONG THE ARC OF A NON =TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 700 . 00 FEET, A CENTRAL ANGLE OF 12023 '30 ", AND A LONG CHORD WHICH BEARS SOUTH 71018 '06" EAST, 151 . 10 FEET; THENCE SOUTH 65 ° 0621 " EAST, 221 . 65 FEET; THENCE 7 . 33 FEET SOUTHEASTERLY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 850 . 00 FEET, A CENTRAL ANGLE OF 00029 ' 40 " , AND A LONG CHORD WHICH BEARS SOUTH 65021 ' 11 " EAST, 7 . 33 FEET TO THE NORTH BOUNDARY OF SAID PUMA SUBDIVISION; THENCE ALONG SAID NORTH BOUNDARY, NORTH 78003 ' 14 " WEST, 379 . 10 FEET TO THE POINT OF BEGINNING . PARCEL 3 ; A PARCEL OF LAND SITUATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 4 NORTH, RANGE 1 WEST OF THE BOISE MERIDIAN, CITY OF MERIDIAN, ADA COUNTY, IDAHO AND MORE PARTICULARLY DESCRIBED AS FOLLOWS ; COMMENCING AT AN ALUMINUM CAP MARKING THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE NORTH 89017' 18" WEST, 2,647 . 24 FEET TO A FOUND ALUMINUM CAP MARKING THE SOUTHWEST CORNER OF SAID SECTION 221 THENCE ALONG THE WEST BOUNDARY OF SAID SECTION 22, NORTH 00030'42" EAST, 898 .44 FEET TO THE NORTHWEST CORNER OF PUMA SUBDIVISION, ACCORDING TO THE PLAT THEREOF FILED IN BOOK 71 OF PLATS AT PAGES 7263 AND 72641 THENCE ALONG THE NORTH BOUNDARY OF SAID PUMA SUBDIVISION, SOUTH 78003' 14" EAST, 1 , 112. 01 FEET TO THE POINT OF BEGINNING; THENCE 237 . 50 FEET EASTERLY ALONG THE ARC OF NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 841 . 73 FEET, A CENTRAL ANGLE OF 16010100 ", AND A LONG CHORD WHICH BEARS NORTH 81020' 52" EAST, 236 . 72 FEET TO THE EAST BOUNDARY OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22; THENCE ALONG SAID EAST (BOUNDARY, SOUTH 00030'49" WEST, 84 .97 FEET TO THE NORTHEAST CORNER OF SAID PUMA SUBDIVISION ; THENCE ALONG THE NORTH BOUNDARY OF SAID PUMA SUBDIVISION, NORTH 78003' 14 " WEST, 238. 42 FEET TO THE POINT OF BEGINNING . AFN : R72191702141SO422336200, SO422336150 Property 2 . Property 2 , located in Ada County, Idaho , is more commonly known as : 4740 W. Chinden Boulevard , Meridian , Idaho 83646 . Any references made between Grantor, Beneficiary , Trustee , and/or third party to "Parcel 2 " , whether written, verbal , or otherwise , shall be interpreted to mean this Property 2 , and, unless specifically stated otherwise , not solely refer to the sub -parcel listed in the legal description of Property 1 . The legal description of Property 2 is as follows : Lot I in Block 4 of Puma Subdivision , according to the official plat thereof, filed in Book 71 of Plats at Page (s) 7263 and 7264 , official records of Ada County, Idaho , AFFIDAVIT OF LEGAL INTEREST Colorado STATE OF- 0 ) COUNTY OFAt )*� ) Denver I Baron Black Cat LLC 1401 17th Street Suite 700 (name) ( address) Denver CO 80202 , (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 : Kent Brown 3161 Springwood Dr Meridian ID (name) (address) to submit the accompanying application(s) pertaining to that property . 2 . I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application . 1 I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s) . Dated this 13th day of February 20 20 i nat SUBSCRIBED AND SWORN to before me the day and year first above written . ( 1k)0 MEUSSA JOY o64blicr foe) Colorado NOTARY PUBLIC \ n _ l STATE OF COLORADO Residingat : �' L,Q,�,V� NOTARY ID 20194031189 MY COMMISSION EXPIRES AUGUST 15. 2023 My Commission Expires : �a 3 33 E. Broadway Avenue, Suite 102 • Meridian , Idaho 83642 Phone : (208) 884-5533 • Facsimile: (208) 888 -6854 Website : www. meridiancity . org Joe as we discussed I need a written approval of Meridian Fire for width and radius of the proposed private st 3 kent brown That is correct townhome on this east side are 2 story Everything else is one Joe Bongiorno to Terri , Ryan , me I am good with your private streets . Terri / Ryan - did you find anything out of the ordinary ? Joe Bongiorno CFI , CFEI Deputy Chief - Fire Marshal Meridian Fire 33 E . Broadway Ave . , Ste . 210 , Meridian , ID 83642 ( Direct ) 20 &489 - 0458 ( Cell ) 20 & 93 & 9554 rMWA ; IDIAN � too) r' E IDIAN Dedication -Loyal ty- Tradition All e -mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. From : Joe Bongiorno Sent : Wednesday, January 29 , 2020 11 : 18 AM To : ' kent brown ' < kentlkbC? gmail . com > Subject : RE : private street Do you have the plan sheet with the interior roadway cross sections ? new � ARCHITECTURAL STANDARDS Page 1 DESIGN REVIEW CHECKLIST I RESIDENTIAL PROJECT INFORMATION Project Name : Modern Craftsman as Black Cat - Multi - Family Units File # Applicant/Agent ; Houston - Bugatsch Architects , Chtd . Date , 03 /04/ 2020 RESIDENTIAL STANDARDS I MULTI- FAMILY COHESIVE DESIGN , RESIDENTIAL STANDARDS (CDRS) Y N N/A I D # Staff incorporatePromote visually aesthetic building designs that Intenarchitectural characteristics and establish built environments that i0 are compatibleplanned , and anticipated adjacent land uses , - Goal Articulate building designs to frame and accentuate public spaces 111 . 10 with pedestrian scale elements and details . Maintain consistent and contiguous pedestrian environments 111 . 1A across developments . Limit circuitous connections and maintain clear visibility. R1 . 1B Provide pedestrian connections to public spaces . Buildings must orient, frame, and /or direct pedestrian views to i R1 . 1C adjacent cultural buildings, parks , and plazas . I Design and orient buildings not to impede access . The build - R1 . 1D ing should enhance the appeal of open space and pedestrian environments Incorporate architectural features on all sides of a building fagade facing : the primary entrance (s ) of an adjacent building, I, R1 . 1E public roadways , interior site amenities, and fagades that are visible from public spaces . See Architectural Elements, Building Form , and Materials sections . Goal Within multi -family developments, enhance wayfinding and create `- R1 . 20 a unique identity for each building, by incorporating complimentary variation in design . Ensure that no two buildings viewed from a public street or public space are alike, by varying at least two of the following R1 . 2A for each building : roof pitches , material types, color packages , structure orientation , or incorporate other unique and identifiable architectural or landscape element ( such as art ) . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN .=- I D A H C31 » Last Modified : 02/ 12/2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 2 DESIGN REVIEW CHECKLIST ( RESIDENTIAL MULTI— FAMILY I CONTINUED BUILDING FORM , RESIDENTIAL STANDARDS (BFRS) Y N N/A ID # Description Comments Staff . . . . . . . . . . . � ! contribute to the quality neighborhood . building scales, provide appealing architectural character, and Articulate building forms, including, but not limited to, massing, walls, Goal and roofs, with appropriately scaled modulations that contribute to the development of visually aesthetic and well articulated building R3 . 10 designs . Applies to building fagades visible from a public street or public spaces . Provide a complementary and proportionate level of design and R3 . 1A detail on all public oriented fagades . _ Incorporate at least one type of modulation in the fagade plane, R3 . 1B including, but not limited to : projections , recesses and step backs that articulate wall planes and break up building mass . For applicable fagades equal to or longer than 204eet, provide I� l R3 . 1C a minimum total modulation area of 20 % the horizontal wall span , with a minimum vertical height of at least 34eet . Porches and balconies may count toward this . I Modulation for qualifying projections, pop outs, bays, recesses , and varied setbacks , must be a minimum depth of 1400t from (` J 113 . 11) the primary fagade plane . A minimum 50 % of total modulation must be visible over permanent barriers , such as berms and fencing , from described areas . Use any combination of material type, color variation , banding , R3 . 1E strin course or modulation to clearly distinguish uish between the g ground level and upper stories . Incorporate visually heavier and more massive elements or materials, such as stone or masonry, primarily at the base of �__ I R3 . 1F buildings , and lighter elements and materials such as siding, above . This excludes columns , supports , modulated walls , architectural features, and roof elements . Goal Residential designs should articulate fagades into smaller components ( I and break up monotonous wall planes by integrating horizontal and 113 . 20 vertical elements . Use any combination of material , color, modulation , or other articulation to delineate and break up wall planes greater than R3 . 2A 204eet by 104eet or wall planes exceeding 200 total square feet (whichever is more stringent) . Applies to public oriented building fagades visible from a public street or public spaces . I Second -story residential fagades may not extend to the front 113 . 213 face of garage bays without additional fagade modulation or additional material types and architectural accents . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN ^ » Last Modified : 02/ 12/ 2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 3 DESIGN REVIEW CHECKLIST I RESIDENTIAL MULTI— FAMILY I CONTINUED BUILDING FORM , RESIDENTIAL STANDARDS (BFRS) Y N N/A ID # Description Comments Staff � _ Building fagades and structures, including detached garages and ( J ! R3 . 2C carports , with a projection depth towards the front property line of more than 30 % the primary facade width are not allowed . Residential buildings with attached units must articulate the R3 . 2D design to differentiate fagades of individual units or groups of units . Must consistently incorporate any two of the following : modulation , material , or color variation . Design accessory structures to be compatible with residential build - Goal ! ings . Accessory structures include , but are not limited to, sheltered 133 . 30 mailboxes, storage areas, maintenance and recreational facilities, detached garages and carports, and secondary dwellings . For an accessory structure, 25 % or more of the roof surface ? R3 . 3A area must utilize a like material or color of a primary structure, or the structure must share similar roof forms . For an accessory structure, 25 % or more of the non - roof surface (jl/ ! RUBarea must utilize a like material of a primary structure . Carports and other post type construction are excluded if the roof material complies . Modulate and articulate roof forms to create building profile interest Goal and to reduce the appearance of building mass and scale . Applies to --- R3 . 40 public oriented fagades visible from a public street, public spaces, and pedestrian environments . Break up roof massing into primary and secondary roof elements R3 .4A that correspond to horizontal and vertical modulations or divi - sions in the fagade, and denote key architectural elements, such as entries and porches . R3 . 4B For all public oriented fagades, provide a complementary and - - proportionate level of roof form design and detail . Align and correlate roof forms including elements over porches and entries, with the overall building design and use of materi - also Examples include but are not limited to : continuation of I, !� R3 . 4C roof forms with vertical elements such as columns, piers , and pilasters, or accenting gable type fagades with rafters, corbels , or distinct material variations from other wall planes . Sloped roofs shall have a significant pitch , to be no less than R3 . 4D ( � 5/12 ( 224 /2 deg ) . I i loped roofs must extend at least 12 inches beyond the face R3 . 4E S of walls . Note : for a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN .=� IDAHO Last Modified : 02/ 12/ 2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 4 DESIGN REVIEW CHECKLIST I RESIDENTIAL MULTI- FAMILY I CONTINUED BUILDING FORM , RESIDENTIAL STANDARDS (BFRS) Y N N/A ID # Description Comments Staff Provide variations in roof profile including but not limited at R3 .4F least two of the following : two or more visible roof planes ; dormers, lookout, turret, or cornice work such as corbels, spaced consistently along the fagade plane . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual , ARCHITECTURAL ELEMENTS , RESIDENTIAL STANDARDS (AERS) Y N N mr� # Description A Sta Promote attractive resideffftaill4n Vthat enhance the quality of � � neighborhoods developments elements and details with building designs . --- --- - ----- - - - - - - --- - Goal Use architectural elements and detailingto add interest and contribute R4 . 10 to an aesthetic building character. Applies to building fagades visible from a public street or public spaces . Provide detailing that transition or frame fagade material changes, I and that integrate architectural elements such as lighting , j R4 . 1A I doorways and windows . Examples include but are not limited to : cornice work, decorative caps on brick or stone, decorative lintels , porch railing , transom light, and shutters . i _ Goal Strategically locate focal points as key elements within the building ' R4 . 20 design to enhance architectural character. Applies to building facades visible from a public street or public space . i Provide details that emphasize focal elements such as building corners, entries , or unique features . Detail examples include but �-� R4 . 2A are not limited to : quoin or rustication , canopies , and columns ,(� or using roof lines and modulation to direct views . At least one focal element is required and must be accented with a contrast in color, texture, or modulation of the wall or roof plane . Goal Incorporate windows into all applicable fagade elevations and VIP R4 . 30 coordinate their placement and design with other architectural elements and material standards . Windows must be provided to allow views to exterior activity -j R4 . 3A i areas or vistas, and must be provided on any fagade facing a pedestrian area or common area used for children ' s recreation . Anchor windows and other portals into building wall planes by R4 . 3B integrating proportional detailing such as trim , lintels, shutters , railing, and ledges into the building design . Now For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN ^ I D A H 0 » Last Modified : 02/ 12/2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 5 DESIGN REVIEW CHECKLIST I RESIDENTIAL MULTI= FAMILY I CONTINUED ARCHITECTURAL ELEMENTS , RESIDENTIAL STANDARDS (AERS) Y N N/A ID # Description Comments Staff Goal Residential entries and multifamily stairwells must provide convenient j access from parking and pedestrian areas , and be integrated into 114 . 40 the overall site and building design . i Primary building entries must be clearly defined using any unique R4 . 4A i combination of architectural elements, materials , or fagade i modulation meeting other architectural standards in this Manual . R4 . 4B Multifamily structures must provide internal site circulation to — access individual residential units . Multifamily stairwells must be integrated with the building design and provide residents protection from inclement weather. Use R4 . 4C materials , modulation , and architectural elements which relate to and support other standards . Note : For a complete list of all Standards , along with photo examples, see the City of Meridian Architectural Standards Manual , MATERIALS , RESIDENTIAL STANDARDS (MARS) Y N N/ "71 . . and establish an architectural character that contributes to the aesthetic qualities of protects jacent property I � I Goal ! Use complementary material combinations that contribute to a R5 . 10 cohesive building design . Use materials from the following basic groups : wood , masonry, concrete, metal , and glazing . i For buildings with fagades that face multiple public roadways R5 . 1A I and /or public spaces , use consistent material combinations , material quality, and architectural detailing . Distinguish field materials from accent materials through pattern , R5 . 1B texture, or additional detail visible from edge of nearest roadway. Alternate masonry or material courses may count toward this . Where materials transition or terminate, provide detailing to express the natural appearance of the material . For example, , R5 . 1C wrap stone or stone - like products around visible corners to convey the appearance of mass, and not a thin veneer. Non - durable materials, treatments, and finishes that deteriorate R5 . 1D quickly with weather, ultra -violet light, and that are more suscep - tible to wear and tear are prohibited on permanent structures . Unfinished or colored ordinary smooth face block, untextured concrete panels, and prefabricated steel panels are prohibited I R5 . 1E as a finish material for building fagades , except an accent or I secondary field material . Note : For a complete list of all Standards, along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN .=- IDAHO Last Modified ; 02/ 12/ 2016 . Questions? Contact the Planning Division at 208 . 884 , 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 6 DESIGN REVIEW CHECKLIST I RESIDENTIAL MULTI- FAMILY I CONTINUED MATERIALS , RESIDENTIAL STANDARDS (MARS) Y N N/A ID # Description Comments Staff Incorporate material and color changes as integrated details of the -� Goal building design , maintain architectural integrity and promote a R5 . 20 quality appearance and character. Applies to building fagades visible from a public street, public space, and pedestrian environments . Use a cohesive color scheme featuring a minimum of two field R5 . 2A colors a trim color, and an accent color or unique material . Garage door colors must coincide with this scheme or other accents . For each wall plane area greater than 204eet in length or height, and visible from prescribed areas, incorporate at least two distinct R5 . 2B field materials , patterns , or colors in any combination , for at J - least 25 % of the visible area . Windows or portals with qualifying accent materials may count toward this requirement, when meeting overall material requirements for the fagade elevation . Vinyl siding must include a mix of material patterns , including tr_ j R5 . 2C but not limited to : board and batten , horizontal and vertical lap, shake, or shingles , and meeting other material requirements . Masonry as a qualifying accent material must be applied to 50 R5 . 2D percent of the available wall length at a minimum height of 24 inches . ( Available wall length does not include garage openings . ) Goal Use colors that complement building materials and support innova - j j tive and good design practices . Applies to building fagades visible R5 . 30 from a public street, public spaces , and pedestrian environments . r 1 Use of subtle, neutral , or natural tones must be integrated with I R5 . 3A at least one accent or field material . I Use of intensely bright and fluorescent colors, as well as the R5 . 3B widespread use of saturated hues without complementary colors, materials, and accents, is not allowed . Materials or colors with high reflectance, such as some metals 115 . 3C or reflective glazing , must not redirect light towards roadways, public spaces , or adjacent uses in a way which constitutes a public nuisance or safety hazard . _ When practical , organize building service equipment, including, but j Goal not limited to, utilit service and mechanical awa from buildin VIP Li ' R5 . 40 y' y g entries , roadways, public spaces , and adjacent buildings . All roof and wall mounted mechanical , electrical , communica - I, tions , and service equipment must be screened from public view 1 ( � R5 . 4A from the adjacent public streets and properties by the use of parapets, walls, fences , enclosures , or by other suitable means . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN � >> Last Modified : 02/ 12/2016 . Questions? Contact the Planning Division at 208 . 884 , 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 7 DESIGN REVIEW CHECKLIST I RESIDENTIAL MULTI— FAMILY I CONTINUED LIGHTING , RESIDENTIAL STANDARDS (LIRS) Y N N/A ID # Comment Sta integrate architectural lighting as cohesive elements of building R& OO designs that contribute to the atmosphere of the built environ � ments and enhance safety. Goal Use lighting on building exteriors to promote safe pedestrian �— 116 . 10 environments along roadways , at intersections, and in public spaces . I R6 . 1A Lighting fixture spacing and height along streetscapes and roadways must be placed to avoid conflicts with tree plantings . I NAB Use energy- efficient architectural lighting . Use lighting fixtures that are consistent with other decorative hardware on the building . For example, select lighting hardware R6 . 1C with similar color and shape as other building hardware , use i recessed lighting , incorporate uniform spacing, integrate with other accents and reveals , and coordinate specialty lights with predominate architectural features . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN ^ IDAHO » Last Modified : 02/ 12/2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org This page left intentionally blank E IDIAN �- IDAHO Last Modified : 02/ 12/2016 . Questions? Contact the Planning Division at 208 . 884 , 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page !- DESIGN REVIEW CHECKLIST I RESIDENTIAL PROJECT INFORMATION Project Name : Modern Craftsman - Black Cat - Houses File # Applicant/Agent : Houston - Bugatsch Architects , Chtd . Date : 03/04/2020 RESIDENTIAL STANDARDS I SINGLE - FAMILY RESIDENTIAL COHESIVE DESIGN , RESIDENTIAL STANDARDS (CDRS) Y N N /A ID # I a Description Comments Sta _ . _ 40 - • . . - quality architectural characteristics and establish built environments that old are compatible with existing, planned , and anticipated adjacent land uses . A AL Goal I Articulate building designs to frame and accentuate public spaces ✓ ,, _ , (� g p ( 111 . 10 with pedestrian scale elements and details . Incorporate architectural features on all sides of a building I facade facing : the primary entrance ( s ) of an adjacent building , ( � R1 . 1E public roadways , interior site amenities , and fagades that are visible from public spaces . See Architectural Elements , Building Form , and Materials sections . Now For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual , BUILDING FORM , RESIDENTIAL STANDARDS ( BFRS) Y N N/A ID # _ Description Comments AL Staff 19 - r !tow . . 6 6 0 . Articulate building forms , including, but not limited to, massing , walls , -- Goal I and roofs , with appropriately scaled modulations that contribute to R3 . 10 the development of visually aesthetic and well articulated building designs . Applies to building fagades visible from a public street or public spaces . 133 . 1A Provide a complementary and proportionate level of design and -- detail on all public oriented fagades . I Incorporate at least one type of modulation in the fagade plane , j 113 . 16 including , but not limited to : projections , recesses , and step backs that articulate wall planes and break up building mass . For applicable facades equal to or longer than 20 -feet, provide R3 . 1C a minimum total modulation area of 20 % the horizontal wall -` span , with a minimum vertical height of at least 3 - feet . Porches and balconies may count toward this . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . CN DIA 1 WE, DAHO » Last Modified : 02/ 12/ 2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 2 DESIGN REVIEW CHECKLIST I RESIDENTIAL SINGLE - FAMILY I CONTINUED BUILDING FORM , RESIDENTIAL STANDARDS (BFRS) Y N N/A ID # Description Comments Staff Modulation for qualifying projections, pop outs, bays, recesses , and varied setbacks , must be a minimum depth of 1-foot from R3 . 1D the primary fagade plane . A minimum 50 % of total modulation must be visible over permanent barriers, such as berms and fencing , from described areas . Use any combination of material type, color variation , banding, l _ R3 . 1E stringcourse , or modulation to clearly distinguish between the ground level and upper stories . Incorporate visually heavier and more massive elements or materials , such as stone or masonry, primarily at the base of R3 . 1F buildings , and lighter elements and materials such as siding, above . This excludes columns , supports , modulated walls , architectural features , and roof elements . Goal Residential designs should articulate fagades into smaller components R3 . 20 and break up monotonous wall planes by integrating horizontal and vertical elements . Use any combination of material , color, modulation , or other articulation to delineate and break up wall planes greater than 113 . 2A I 20 -feet by 104eet or wall planes exceeding 200 total square feet ( whichever is more stringent) . Applies to public oriented building fagades visible from a public street or public spaces . Second - story residential facades may not extend to the front I ( R3 . 2B face of garage bays without additional fagade modulation or additional material types and architectural accents . Building facades and structures , including detached garages and J R3 . 2C carports , with a projection depth towards the front property line of more than 30 % the primaryfa � ade width are not allowed . Residential buildings with attached units must articulate the R3 . 2D design to differentiate fagades of individual units or groups of - - units . Must consistently incorporate any two of the following : modulation , material , or color variation . Design accessory structures to be compatible with residential build - Goal ings . Accessory structures include, but are not limited to, sheltered R3 . 30 mailboxes , storage areas , maintenance and recreational facilities, detached garages and carports, and secondary dwellings . I For an accessory structure , 25 % or more of the roof surface R3 . 3A area must utilize a like material or color of a primary structure, or the structure must share similar roof forms . For an accessory structure, 25 % or more of the non - roof surface R3 . 3B area must utilize a like material of a primary structure . Carports —'' and other post type construction are excluded if the roof material complies . Note . For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E NZ IANAHO Last Modified : 02/ 12/ 2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 3 DESIGN REVIEW CHECKLIST I RESIDENTIAL SINGLE = FAMILY I CONTINUED BUILDING FORM , RESIDENTIAL STANDARDS (BFRS) Y N N/A ID # Description Comments Staff Modulate and articulate roof forms to create building profile interest -� Goal and to reduce the appearance of building mass and scale . Applies to b R3 .40 public oriented fagades visible from a public street, public spaces, and pedestrian environments . Break up roof massing into primary and secondary roof elements R3 . 4A that correspond to horizontal and vertical modulations or divi - sions in the fagade, and denote key architectural elements, such as entries and porches . -1 For all public oriented fagades , provide a complementary and R3 . 4B I proportionate level of roof form design and detail . Align and correlate roof forms including elements over porches and entries , with the overall building design and use of materi - R3 . 4C als . Examples include but are not limited to : continuation of -- roof forms with vertical elements such as columns, piers , and pilasters, or accenting gable type fagades with rafters , corbels , or distinct material variations from other wall planes . I -- -( Sloped roofs must extend at least 12 inches beyond the face�� I R3 . 4E of walls . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . ARCHITECTURAL ELEMENTS , RESIDENTIAL STANDARDS (AERS) Y N N/A ID # Description Promote attractive residenFal units that enhance the quality � � neighborhoods developments elements and details with building designs , i Goal Use architectural elements and detailing to add interest and contribute R4. 10 to an aesthetic building character. Applies to building fagades visible from a public street or public spaces . Provide detailing that transition or frame fagade material changes, and that integrate architectural elements such as lighting, R4 . 1A doorways and windows . Examples include but are not limited to : cornice work, decorative caps on brick or stone, decorative lintels , porch railing, transom light, and shutters . Strategically locate focal points as key elements within the building I '_ i R4. 20 design to enhance architectural character. Applies to building fagades visible from a public street or public space . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN � IDAHO » Last Modified : 02/ 12/2016 . Questions? Contact the Planning Division at 208 . 884 , 5533 or www , meridiancity . org � ARCHITECTURAL STANDARDS Page 4 DESIGN REVIEW CHECKLIST I RESIDENTIAL SINGLE = FAMILY I CONTINUED ARCHITECTURAL ELEMENTS , RESIDENTIAL STANDARDS (AERS) Y N N/A ID # Description Comments Staff Provide details that emphasize focal elements such as building corners , entries , or unique features . Detail examples include but are not limited to : quoin or rustication , canopies , and columns, R4 . 2A or using roof lines and modulation to direct views . At least one focal element is required and must be accented with a contrast in color, texture, or modulation of the wall or roof plane . Goal Incorporate windows into all applicable fagade elevations and R4 . 30 coordinate their placement and design with other architectural elements and material standards . _ Windows must be provided to allow views to exterior activity R4 . 3A areas or vistas, and must be provided on any fagade facing a pedestrian area or common area used for children ' s recreation . _ Anchor windows and other portals into building wall planes by R4 . 3B integrating proportional detailing such as trim , lintels, shutters , railing, and ledges into the building design . / Goal Residential entries and multifamily stairwells must provide convenient R4 . 40 ; access from parking and pedestrian areas, and be integrated into the overall site and building design . Primary building entries must be clearly defined using any unique R4 . 4A combination of architectural elements , materials , or fagade modulation meeting other architectural standards in this Manual . Note . For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual , MATERIALS , RESIDENTIAL STANDARDS (MARS) Y N N/A ID # Description Comments Staff developmentEnsure that materials used for residential and establish an architectural character that contributes to R5a00 the aesthetic qualities of neighborhoods and protects ANON property values . Goal Use complementary material combinations that contribute to a - - R5 . 10 cohesive building design . Use materials from the following basic groups : wood , masonry, concrete, metal , and glazing . For buildings with facades that face multiple public roadways R5 . 1A and /or public spaces , use consistent material combinations , material quality, and architectural detailing . Distinguish field materials from accent materials through pattern, R5 . 1B texture, or additional detail visible from edge of nearest roadway. Alternate masonry or material courses may count toward this . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual . E IDIAN � DAHO Last Modified : 02/ 12/ 2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org � ARCHITECTURAL STANDARDS Page 5 DESIGN REVIEW CHECKLIST I RESIDENTIAL SINGLE - FAMILY I CONTINUED MATERIALS , RESIDENTIAL STANDARDS (MARS) Y N N/A ID # Description Comments Staff Where materials transition or terminate , provide detailing to j express the natural appearance of the material . For example, R5 . 1C wrap stone or stone - like products around visible corners to convey the appearance of mass , and not a thin veneer. Non - durable materials, treatments, and finishes that deteriorate 1 R5 . 1D quickly with weather, ultra -violet light, and that are more suscep - tible to wear and tear are prohibited on permanent structures . Unfinished or colored ordinary smooth face block, untextured l ! concrete panels, and prefabricated steel panels are prohibited R5 . 1E as a finish material for building fagades , except an accent or secondary field material . Incorporate material and color changes as integrated details of the Goal building design ; maintain architectural integrity and promote a R5 . 20 j quality appearance and character. Applies to building fagades visible from a public street, public space, and pedestrian environments . i Use a cohesive color scheme featuring a minimum of two field R5 . 2A colors , a trim color, and an accent color or unique material . Garage door colors must coincide with this scheme or other accents . lFor each wall plane area greater than 204eet in length or height, and visible from prescribed areas, incorporate at least two distinct field materials , patterns , or colors in any combination , for at {` I� R5 . 26 least 25 % of the visible area . Windows or portals with qualifying accent materials may count toward this requirement, when meeting overall material requirements for the fagade elevation . Vinyl siding must include a mix of material patterns , including R5 . 2C but not limited to : board and batten , horizontal and vertical lap, shake, or shingles , and meeting other material requirements . I Masonry as a qualifying accent material must be applied to 50 R5 . 2D percent of the available wall length at a minimum height of 24 inches . (Available wall length does not include garage openings . ) Goal Use colors that complement building materials and support innova - { 1 —� R5 . 30 five and good design practices . Applies to building fagades visible from a public street, public spaces , and pedestrian environments . r- Use of subtle, neutral , or natural tones must be integrated with !V ;_j _, R5 . 3A at least one accent or field material . Use of intensely bright and fluorescent colors, as well as the (_ ._ J R5 . 36 widespread use of saturated hues without complementary colors , materials , and accents , is not allowed . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual , E IDIAN .� ILH0 » Last Modified : 02/ 12/ 2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org ( ARCHITECTURAL STANDARDS Page 6 DESIGN REVIEW CHECKLIST RESIDENTIAL SINGLE = FAMILY I CONTINUED MATERIALS , RESIDENTIAL STANDARDS (MARS) Y N N/A ID # Description Comments Staff I Materials or colors with high reflectance, such as some metals or reflective glazing , must not redirect light towards roadways , R5 . 3C public spaces , or adjacent uses in a way which constitutes a ipublic nuisance or safety hazard . Goal When practical , organize building service equipment, including, but R5 . 40 not limited to, utility, service, and mechanical , away from building entries, roadways , public spaces, and adjacent buildings . All roof and wall mounted mechanical , electrical , communica - n tions, and service equipment must be screened from public view L] L R5 . 4A from the adjacent public streets and properties by the use of parapets, walls, fences , enclosures, or by other suitable means . Note : For a complete list of all Standards , along with photo examples , see the City of Meridian Architectural Standards Manual , E IDIAN .=- IDAHO Last Modified : 02/ 12/2016 . Questions? Contact the Planning Division at 208 . 884 . 5533 or www . meridiancity . org Modern Craftsman at Black Cat CUP Square Footages - 02 / 04/ 20 Buildings Clubhouse : 3 , 815 gross s . f . & Plex ( 5 total ) : 3 - bed unit ( without garage ) — 1 , 284 net s . f . 1 Bed / 1 Bath Duplex ( 37 total ) : 2 - bed unit ( without garage ) — 1 , 140 net s . f . 1 , 384 net s . f . ( 692 / unit ) Garage - Storage Building ( 5 total ) : 2 Bed / 2 Bath — Option A ( 20 total ) : 1 , 800 s . f . 1 , 302 net s . f . 2 _ Bed / 2 Bath — Option B ( 49 total ) : 2 Bed / 2 Bath w/ Garage ( 6 total ) : 1 , 052 net s . f . 1 , 083 net s . f . + 259 s . f . ( garage ) 3 Bed / 2Bath ( 16 total ) : 1 , 302 net s . f . Finish Options Cultured Stone ( Pro - Fit Terrain Ledgestone — Ethos & Trek ) Stucco — 3 - coat stucco system Lap Siding — Hardie , fiber cement Vertical Siding — Hardie , fiber cement Wood Siding — Allura , fiber cement w/ stain " wood look" finish Shingle — Architectural shingle , black Windows — Alside , vinyl window — Desert Clay color Gmail kent brown < kentlkb@gmail . cor da County Assessor - Street Name Review Application nessage la County Assessor < noreply@adacounty. id . gov> Fri , Feb 7 , 2020 at 12 : 38 F kply-To : streetnamemail@adacounty. id . gov kentlkb@gmail . com $ z STREET NAME REVIEW APPLICATION Ada County Assessor - 190 E . Front Street , Boise , ID 83702 , Email : streetnamemail@adacounty. id . gov Applications will be reviewed in the order in which they are received . Application Date : 02/07/2020 Reviewed Needed By : 02/ 13/2020 Project/Subdivision name : DETACHED BARON BLACK CAT Plat Type : Preliminary Plat , Final Plat Type of Dwelling (s )/Structure ( s ) Proposed : Multi - Family I ' m Applying To : Name New Public or Private Street( s ) Existing Street Name : Number of New Public Streets Proposed : Number of New Private/Changed Streets Proposed : 5 Private/Changed Street Names Choices 1st Choice Findhoice 3rd Choice 4th Choice Applicant Information Company/ Firm Name : KENT BROWN PLANNING Applicant Type : Developer Agent/Contact Name : KENT BROWN Address : 3161 E Springwood Dr City : MERIDIAN State : IDAHO Zip : 83642 Phone : ( 208 ) 871 - 6842 Email : kentlkb@gmail . com Subject Property Information Location /Street Address : 114740 CHINDEN BLVD I Townshib : 4N Ranae : I W7 Section : 207 JR7219170214 f SO422336150 ISO4422336200 Owner Information Same as Applicant? Yes Owner Name/Company : Address : City : State : Zip : Phone : Street name reviews will be completed within 2 to 3 weeks of receipt of application . Completed reviews will be uploaded to the following Site : https : //adacounty. id . gov/Assessor/ Land - Records/Street- Naming -and -Addressing Ada County Assessor - 190 E . Front St . , Suite 107 , Boise , ID 83702 as Phone : 208 -287 =7273 2 attachments �w DWGVIC - MAP. pdf 1331 K STREET- EXHIBIT. pdf 7002K STREET NAME APPLICATION - ASSESSOR ( Please see https ://adacounty. id .gov/assessor for the latest version of this information) Home > Assessor > Street Name Application STREET NAME APPLICATION C Street Name Review Application Please attach a legible copy of plat or site plan with the application (use the file attachment field below) . Applications will be reviewed in the order in which they are received . Ada County Assessor - 190 E. Front Street, Boise, ID 83702, Email : streetnamemailOadacounty. id . gov ( mailto : streetnamemail (@adacounty. id . gov) Thank you for submitting a Street Name Review Application ! Reviews will be completed within 2 to 3 weeks of receipt of application . Street name reviews will be completed within 2 to 3 weeks of receipt of application. Completed reviews will be uploaded to the following Site: https ://adacounty id .goy/Assessor/Land - Records/Street- Naming- and -Addressing ( httl2s ://adacounty, id .gov/assessor/land - records/street- nam i ng-and - add ressi ne) Ada County Assessor - 190 E. Front St. , Suite 107, Boise, I D 83702 - Phone: 208-287-7273 U U N a a) a) L1. ADA COUNTY (HTTPS : //ADACOUNTY. ID . GOV/) DEVELOPMENT SERVICES (HTTPS : //ADACOUNTY. ID . GOV/ DEVELOPMENTSERVICES ) Official Ada County Reserved Sub Name List Enter the letter( s ) of a subdivision name below to search existing names . detached SEARCH 1 Subdivision names were found containing ' DETACHED' Sub Name Date Date Applicant Surveyor City Reserved Recorded DETACHED BARON 11 /4/2019 BROWN IDAHO SURVEY Meridian BLACK CAT SUB KENT GROUP LLC v1 . 0 . 2 . 102 Prod ❑0 Ada County Powered by : Informatio ( https : //aces . ada . net . gov/sites/ADAPortal /departments/ it/default . aspx) n Technolo rni • 200 W Front Street • Boise , ID 83702 • Phone : 208 287 7080 © Ada County Government . All Rights Reserved . F c V C C t Tc o ° C p � OCL m L o o O O �- U — O D O d c C O O i. 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U L ` T n r j O L O N w � > O > a i mO o C N `' T y N U a) O O C O C L _ -o n 3 o c U a) (a Zn O U (0 U) IIC O C °U L 'C t L Q! a) C .0 .0 O C a) _ ,0 O L L U °a) 0IIIII V- C O '� 0 6 T T N N a a) C N a) U C_ @ M w C C "D m 'O o E C 0 O O y C L n O a) D_ CD E a) mo U wo 7 L mC al U =M > � U V I'oo c Ua o) C ; U) a) Q a Q C0Opa ° C ac) a•Q 0 O •C QCf6 Y L N D aj UNU) I'o oo � aa)) 0_ O N ac 00 m Ww ac7 . ° XL6 m o `0 0) o Vo IC: o CO w o c-u F- a oa ai a 0 J a) (n o O UUw U T o � o ° 0 0 0 > m U U o T n c w O 0 o t c m p ° rn •C Q aN ° w Is cmu co a c) 0 0 0 0 O C a 2 0 c o w T w o a) x E o o C7 a c Q m a 3 a) a 0 0 Ofo N O C C c c: E C O W 0 J C a Co CT a) c 0) n = = C� E o `� m c 0 as m O c°cf z w O U c W N n c x c ° cu > y U rn W U tf p U >000 ° (D En(n o -o u a . ? p 3 � U U U LL o N (U a) C N 7m Q O '`O L • _ U O E 0 LL LL L. ' v o o O o O a) O rn •wcnE t a C ,pj J 0 o m m a) (D Cw•�U 'a) > 0) > a > a 0 -o m i� .N 0) n Z Co N O � p c O c m m J m o :° c c ° m w. o 0 0 S > Q 0 owm o > .E 3 I ° d a) oo m m n w (Q n M X 7 a) LO 0 a) n L O (D n = cn LQ m 0 o a a 0 U Q �- w Q _ Q = E o 48 Ailey Engineering , Inc . CIVIL ENGINEERINGIPLANNINGICADD February 5 , 2020 Meridian Public Works Department 33 E Broadway Street Meridian , Idaho 83642 RE : Detached Baron Black Cat Subdivision To Whom it May Concern : Reviewing the geotechnical investigation report by Materials Testing & Inspection (MTI) dated June 13 , 2019 , groundwater was not encountered to a maximum depth of 15 . 1 feet below grade , with an ` estimation ' that groundwater depths will remain greater than 12 feet below grade throughout the year . As of this date , final civil design of the drive aisles to be constructed within Detached Baron Black Cat Subdivision has not taken place . Bailey Engineering is under contract to produce construction drawings for this development ; this firm is aware that all street finished centerline elevations must be set a minimum of three ( 3 ) feet above the highest established groundwater elevations . Sincerely , �COS\pN A L FNc� F � a� �02/05/2020� N1 882 Kevin Craig , P . E . 9 .16 Project Engineer ,�F TF p F \� �/ N S . CRP cc : BEI Project No . C2019 - 010 1119 E . State Street , Suite 210 ♦ Eagle , Idaho 83616 ♦ Tel . : 20 & 93 & 0013 www . balleyengineers . com CFMATERIALS TESTING & INSPECTION AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL ENGINEERING REPORT of Proposed Apartments 4740 West Chinden Boulevard Meridian , ID Prepared for : Baron Properties 1401 17th Street , Suite 700 Denver , CO 80202 MTI File Number B1908679 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 www . mti - id . com • mtiO) mtkid . com MATERIALS 13 J une 20 19 Page fl 1 of30 TESTING & INSPECTION ti190 `' ' —�e ° t" '' AN ATLAS COMPANY Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Mr . Matt Riggs Baron Properties 1401 17th Street , Suite 700 Denver , CO 80202 720488 - 2000 Res. Geotechnical Engineering Report Proposed Apartments 4740 West Chinden Boulevard Meridian , ID Dear Mr . Riggs : In compliance with your instructions , MTI has conducted a soils exploration and foundation evaluation for the above referenced development . Fieldwork for this investigation was conducted on 5 June 2019 . Data have been analyzed to evaluate pertinent geotechnical conditions . Results of this investigation , together with our recommendations , are to be found in the following report . We have provided a PDF copy for your review and distribution . Often , questions arise concerning soil conditions because of design and construction details that occur on a project . MTI would be pleased to continue our role as geotechnical engineers during project implementation . Additionally , MTI can provide materials testing and special inspection services during construction of this project . If you will advise us of the appropriate time to discuss these engineering services , we will meet with you at your convenience . M " rl appreciates this opportunity to be of service to you and looks forward to working with you in the future . If you have questions , please call ( 208 ) 37674748 . Respectfully Submitted , Materials Testing & Inspection - - _ �S�ONAI, �'iV ( � 14898 Jacob Schlador , P . E . Revieived by : "Miibethrovrm , (. 13 . 1 `t o Geotechnical Engineer Geotechnical Sery e a er xx OETl-'! '� cc : Katie Miller , Bailey Engineering , lne . ( PDF Copy ) 2791 S Victory View Way • Boise , ID 83709 • (208) 376-4748 • Fax ( 208 ) 322 - 6515 Copyrigh1 � 2019 www . mti -id . com • mtia t wid . com clion Testing & htspspeclion MATERIALS 13 June 2019 TESTING & Page # 2 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections TABLE OF CONTENTS INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 ProjectDescription . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Authorization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Purpose . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Scopeof Investigation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Warrantyand Limiting Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 SITEDESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 SiteAccess . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 RegionalGeology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 General Site Characteristics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Regional Site Climatology and Geochemistry , 6 6 0 6 6 0 5 * 00 0 0 0 assess * * * * * as@ S466664 * 08 004000 000600 $ 60 * 006 goose a * * onto * Sea & stage sees * * 000 66460606006 SEISMICSITE EVALUATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 GeoseismicSetting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Seismic Design Parameter Values . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 SOILSEXPLORATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Exploration and Sampling Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Laboratory Testing Program , a 0 0 a 0 a a 6 6 a 0 0 6 a 6 0 0 6 0 0 0 6 0 6 a a 0 a 0 a 6 a 0 6 0 0 a 0 0 6 a 0 0 0 8 Soiland Sediment Profile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 VolatileOrganic Scan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 SITEHYDROLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Groundwater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Soil Infiltration Rates . * 0 a 0 * 60066 0660 66 * 666 6 600 0 * 0 * 46040 east 0 0 0 64 so assess oto * asoo 00 a * * * * * * * * 0 * 0 * 000 * 000 * 0 10 FOUNDATION , SLAB , AND PAVEMENT DISCUSSION AND RECOMMENDATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Foundation Design Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Foundation Drain Recommendations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 FloorSlab - on- Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Recommended Pavement Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 FlexiblePavement Sections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Pavement Subgrade Preparation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Common Pavement Section Construction Issues . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 CONSTRUCTION CONSIDERATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Earthwork . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 014 DryWeather . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 WetWeather , a 0 0 a a a a 6 0 a a 0 0 & 6 9 0 a 0 0 a 0 & a 0 6 6 a 0 0 9 0 6 6 a 0 6 0 a 0 a a a 0 6 0 0 0 0 a 6 0 4 0 a & 6 6 a 6 0 a 0 6 6 0 0 9 0 a 1 0 0 0 0 0 a a 6 6 6 0 a 9 0 6 9 9 0 0 a 0 0 a a 0 6 6 a 6 0 a 1 0 0 a 0 0 0 a 0 0 0 a a 0 a a a a 0 a 0 a 0 a a a a a a 0 a a a 0 0 0 0 0 a 0 a a 0 0 0 0 0 a 0 0 1 5 SoftSubgrade Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 FrozenSubgrade Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 StructuralFill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Backfillof Walls , . a 0 a & a a a a 6 a a 0 0 a a a a a 0 a 6 8 a a a a a a a a f 0 0 a 0 a a f 0 0 0 0 0 0 a 0 0 0 0 a 0 a 0 & 0 a 0 0 a 0 a 0 a 0 a f f f & 9 0 0 0 0 a 0 0 0 0 0 0 6 a a a 0 0 a 0 0 0 0 a 0 0 0 a a 0 0 0 0 0 0 a 0 0 0 0 a 6 6 0 0 0 0 6 a a 6 0 6 0 6 6 a 0 6 6 a 6 a 6 a 6 6 a 6 6 6 G 4 0 a 6 1 7 Excavations . . Otto 0 00 at 0000 * # * * a $ $ 0 * 0000 00 @ & too * @ to 0 * 000 * 000 * * 64 a@ * * & * 0006 * 4 0 0 0 a a 0 0 6 0 0 6 a a 6 0 0 a 0 6 6 & 6 a 0 a a 0 6 a 0 a 6 0 a a 0 a a 0 0 a 0 0 a a 18 GroundwaterControl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 GENERALCOMMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 019 APPENDICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a 20 AcronymList . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 GeotechnicalGeneral Notes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 Geotechnical Investigation Test Pit Log . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 AASHTO Pavement Thickness Design Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 Plate1 : Vicinity Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 Plate2 : Site Map . . & a a 6 0 0 6 a a a 0 6 a 6 a a a a 6 0 0 0 a & 6 a a 6 6 6 4 6 a 4 6 a 9 4 6 6 6 a 0 4 4 0 S 0 0 4 6 4 4 6 0 6 6 6 6 4 4 6 6 4 6 a 6 6 6 6 a 6 6 4 6 6 6 4 a 6 a 6 4 6 a a 6 0 6 0 4 a 6 0 6 0 6 a & a a a a 0 6 a 6 0 0 0 0 a 6 0 6 0 a 0 0 4 a 0 6 a 0 0 a 0 0 0 0 a 6 4 a a 6 a 6664030 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 322-6515 Www. mti - id . com • mtiemtkid . com Copyright © 2019Materials Testing & Inspection MATERIALS 13 June 2019 TESTING Page # 3 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections INTRODUCTION This report presents results of a geotechnical investigation and analysis in support of data utilized in design of structures as defined in the 2015 International Building Code ( IBC ) . Information in support of groundwater and stormwater issues pertinent to the practice of Civil Engineering is included . Observations and recommendations relevant to the earthwork phase of the project are also presented . Revisions in plans or drawings for the proposed development from those enumerated in this report should be brought to the attention of the soils engineer to determine whether changes in the provided recommendations are required . Deviations from noted subsurface conditions , if encountered during construction , should also be brought to the attention of the soils engineer . Project Description The proposed development is in the northwestern portion of the City of Meridian, Ada County, ID , and occupies a portion of the SW '/4SW1/4 of Section 22 , Township 4 North , Range 1 West , Boise Meridian . This project will consist of construction of an unknown number of multi - family structures , to be developed with spread/continuous footings and concrete floor slabs . At this time , specific details on the size of the structures are unknown . Total settlements are limited to 1 inch . Loads of up to 4 , 000 pounds per lineal foot for wall footings , and column loads of up to 50 , 000 pounds were assumed for settlement calculations . Additionally, assumptions have been made for traffic loading of pavements . Retaining walls are not anticipated as part of the project . MTI has not been informed of the proposed grading plan . Authorization Authorization to perform this exploration and analysis was given in the form of a written authorization to proceed from Mr . Matt Riggs of Baron Properties to Jacob Schlador of Materials Testing and Inspection (MTI) , on 10 May 2019 . Said authorization is subject to terms , conditions , and limitations described in the Professional Services Contract entered into between Baron Properties and MTI . Our scope of services for the proposed development has been provided in our proposal dated 17 April 2019 and repeated below . Purpose The purpose of this Geotechnical Engineering Report is to determine various soil profile components and their engineering characteristics for use by either design engineers or architects in : • Preparing or verifying suitability of foundation design and placement • Preparing site drainage designs • Indicating issues pertaining to earthwork construction • Preparing light and heavy duty pavement section design requirements 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 322-6515 Copyright www . mti - id . com • mti c mtkd . com Inspection Testing & Inpecti n on MATERIALS 13 June 2019 Page # 4 of 30 = at` TESTING & INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Scope of Investigation The scope of this investigation included review of geologic literature and existing available geotechnical studies of the area, visual site reconnaissance of the immediate site , subsurface exploration of the site , field and laboratory testing of materials collected , and engineering analysis and evaluation of foundation materials . The scope of work did not include design recommendations specific to individual residences . Warranty and Limiting Conditions MTI warrants that findings and conclusions contained herein have been formulated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics , and engineering geology only for the site and project described in this report . These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the site within the scope cited above and are necessarily limited to conditions observed at the time of the site visit and research . Field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above . Exclusive Use This report was prepared for exclusive use of the property owner( s) , at the time of the report, and their retained design consultants (" Client") . Conclusions and recommendations presented in this report are based on the agreed-upon scope of work outlined in this report together with the Contract for Professional Services between the Client and Materials Testing and Inspection (" Consultant" ) . Use or misuse of this report, or reliance upon findings hereof, by parties other than the Client is at their own risk . Neither Client nor Consultant make representation of warranty to such other parties as to accuracy or completeness of this report or suitability of its use by such other parties for purposes whatsoever, known or unknown , to Client or Consultant . Neither Client nor Consultant shall have liability to indemnify or hold harmless third parties for losses incurred by actual or purported use or misuse of this report . No other warranties are implied or expressed . Report Recommendations are Limited and Subject to Misinterpretation There is a distinct possibility that conditions may exist that could not be identified within the scope of the investigation or that were not apparent during our site investigation . Findings of this report are limited to data collected from noted explorations advanced and do not account for unidentified fill zones , unsuitable soil types or conditions , and variability in soil moisture and groundwater conditions . To avoid possible misinterpretations of findings , conclusions , and implications of this report , MTI should be retained to explain the report contents to other design professionals as well as construction professionals . Since actual subsurface conditions on the site can only be verified by earthwork , note that construction recommendations are based on general assumptions from selective observations and selective field exploratory sampling . Upon commencement of construction , such conditions may be identified that require corrective actions , and these required corrective actions may impact the project budget . Therefore , construction recommendations in this report should be considered preliminary , and MTI should be retained to observe actual subsurface conditions during earthwork construction activities to provide additional construction recommendations as needed . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 als www , mtiwid . com • mti (c mtkid . com Copyright © 2019 InspMaterection Testing & Inspection MATERIALS 13 June 2019 Page # 5 of 30 CIO TESTING F: INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Since geotechnical reports are subject to misinterpretation , do not separate the soil logs from the report . Rather, provide a copy of, or authorize for their use , the complete report to other design professionals or contractors . Locations of exploratory sites referenced within this report should be considered approximate locations only . For more accurate locations , services of a professional land surveyor are recommended . This report is also limited to information available at the time it was prepared . In the event additional information is provided to MTI following publication of our report , it will be forwarded to the client for evaluation in the form received . Environmental Concerns Comments in this report concerning either onsite conditions or observations , including soil appearances and odors , are provided as general information . These comments are not intended to describe , quantify, or evaluate environmental concerns or situations . Since personnel , skills , procedures , standards , and equipment differ, a geotechnical investigation report is not intended to substitute for a geo environmental investigation or a Phase II/III Environmental Site Assessment . If environmental services are needed , MTI can provide , via a separate contract , those personnel who are trained to investigate and delineate soil and water contamination . SITE DESCRIPTION Site Access Access to the site may be gained via Interstate 84 to the Ten Mile Road exit . Proceed north on Ten Mile Road approximately 4 . 75 miles to its intersection with Chinden Boulevard . From this intersection , proceed west 1 . 0 mile to Black Cat Road . The site occupies the northeast corner of this intersection . Presently the site exists as a tree nursery . The location is depicted on site snap plates included in the Appendix . Regional Geology The project site is located within the western Snake River Plain of southwestern Idaho and eastern Oregon . The plain is a northwest trending rift basin , about 45 miles wide and 200 miles long , that developed about 14 million years ago (Ma) and has since been occupied sporadically by large inland lakes . Geologic materials found within and along the plain ' s margins reflect volcanic and fluvial/lacustrine sedimentary processes that have led to an accumulation of approximately 1 to 2 kin of interbedded volcanic and sedimentary deposits within the plain . Along the margins of the plain , streams that drained the highlands to the north and south provided coarse to fine - grained sediments eroded from granitic and volcanic rocks , respectively . About 2 million years ago the last of the lakes was drained and since that time fluvial erosion and deposition has dominated the evolution of the landscape . The project site is underlain by the " Gravel of Whitney Terrace " as mapped by Othberg and Stanford ( 1993 ) . Sediments of the Whitney terrace consist of sandy pebble and cobble gravel . The Whitney terrace is the second terrace above modern Boise River floodplain , is thickest toward its eastern extent, and is mantled with 2 - 6 feet of loess . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright www . mtkid . com • mti c@mtkid . com Inspection Testing & Inspection MATERIALS 13 June 2019 TESTING & Page # 6 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections General Site Characteristics This proposed development consists of approximately 22 acres of relatively flat and level terrain . Throughout the majority of the site , surficial materials consist of native lean clays and lean clay fills . The site is currently being used as a tree nursery . Vegetation primarily consists of mature trees and landscaping bushes . Regional drainage is north and west toward the Boise River . Stormwater drainage for the site is achieved by percolation through surficial soils . The site is situated so that it is unlikely that it will receive any stormwater drainage from off- site sources . Stormwater drainage collection and retention systems are not in place on the project site and were not noted within the vicinity of the project site . Regional Site Climatology and Geochemistry According to the Western Regional Climate Center, the average precipitation for the Treasure Valley is on the order of 10 to 12 inches per year , with an annual snowfall of approximately 20 inches and a range from 3 to 49 inches . The monthly mean daily temperatures range from 21 ° F to 95 ° F , with daily extremes ranging from - 25 ° F to 111 ° F . Winds are generally from the northwest or southeast with an annual average wind speed of approximately 9 miles per hour (mph) and a maximum of 62 mph . Soils and sediments in the area are primarily derived from siliceous materials and exhibit low electro - chemical potential for corrosion of metals or concretes . Local aggregates are generally appropriate for Portland cement and lime cement mixtures . Surface water, ils in the region typically have pH levels ranging from 7 . 2 to 8 . 2 . groundwater, and so SEISMIC SITE EVALUATION Geoseismic Setting Soils on site are classed as Site Class D in accordance with Chapter 20 of the American Society of Civil Engineers (ASCE) publication ASCE/ SEI 740 . Structures constructed on this site should be designed per IBC requirements for such a seismic classification . Our investigation did not reveal hazards resulting from potential earthquake motions including : slope instability , liquefaction, and surface rupture caused by faulting or lateral spreading . Incidence and anticipated acceleration of seismic activity in the area is low . Seismic Design Parameter Values The United States Geological Survey National Seismic Hazard Maps (2008 ) , includes a peak ground acceleration map . The map for 2 % probability of exceedance in 50 years in the Western United States in standard gravity ( g) indicates that a peak ground acceleration of 0 . 200 is appropriate for the project site based on a Site Class D . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright www , mti - id . com • mti (c mti - id . com Inspection Testing 8 Inspectionn MATERIALS 13 June 2019 TESTING & Page # 7 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections The following section provides an assessment of the earthquake - induced earthquake loads for the site based on the Risk- Targeted Maximum Considered Earthquake (MCER) . The MCER spectral response acceleration for short periods , SMs, and at 1 - second period , Smi , are adjusted for site class effects as required by the 2015 IBC . Design spectral response acceleration parameters as presented in the 2015 IBC are defined as a 5 % damped design spectral response acceleration at short periods , SDs, and at 1 - second period , SDI . The USGS National Seismic Hazards Mapping Project includes a program that provides values for ground motion at a selected site based on the same data that were used to prepare the USGS ground motion maps . The maps were developed using attenuation relationships for soft rock sites ; the source model , assumptions , and empirical relationships used in preparation of the maps are described in Petersen and others ( 1996 ) . Seismic Design Values Seismic Design Parameter Design Value Site Class D " Stiff Soil " SS 0 . 294 S1 0 . 104 Fa 1 . 565 Fv 2 . 386 SMS 0 . 460 SMI 0 . 247 SDs 0 . 307 SDI 0 . 165 SOILS EXPLORATION Exploration and Sampling Procedures Field exploration conducted to determine engineering characteristics of subsurface materials included a reconnaissance of the project site and investigation by test pit . Test pit sites were located in the field by means of a Global Positioning System (GPS ) device and are reportedly accurate to within ten feet . Upon completion of investigation , each test pit was backfilled with loose excavated materials . Re - excavation and compaction of these test pit areas are required prior to construction of overlying structures . In addition, samples were obtained from representative soil strata encountered . Samples obtained have been visually classified in the field by professional staff, identified according to test pit number and depth , placed in sealed containers , and transported to our laboratory for additional testing . Subsurface materials have been described in detail on logs provided in the Appendix . Results of field and laboratory tests are also presented in the Appendix . MTI recommends that these logs not be used to estimate fill material quantities . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright © 2019 www. mti - id . com • mti (cDmtkd . com Testing & Inspectionspection MATERIALS 13 June 2019 TESTING & Page # 8 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Laboratory Testing Program Along with our field investigation, a supplemental laboratory testing program was conducted to determine additional pertinent engineering characteristics of subsurface materials necessary in an analysis of anticipated behavior of the proposed structures . Laboratory tests were conducted in accordance with current applicable American Society for Testing and Materials (ASTM) specifications , and results of these tests are to be found on the accompanying logs located in the Appendix . The laboratory testing program for this report included : Atterberg Limits Testing — ASTM D4318 and Grain Size Analysis — ASTM C 117/C 136 . Soil and Sediment Profile The profile below represents a generalized interpretation for the project site . Note that on site soils strata , encountered between test pit locations , may vary from the individual soil profiles presented in the logs , which can be found in the Appendix . The materials encountered during exploration were quite typical for the geologic area mapped as Gravel of the Whitney Terrace . Lean clay with sand fills were observed at ground surface in test pits 1 and 2 . These materials were brown to dark brown , dry to slightly moist , and medium stiff to very stiff, with fine - grained sand and intermittent 5 - inch-minus cobbles . Native lean clay soils were found beneath fill materials in test pit 1 and at ground surface in the remaining test pits . These soils were dark brown , dry to slightly moist, and medium stiff to very stiff, with fine - grained sand . Organics were noted to depths of up to 2 . 0 feet bgs . Silt with sand soils were encountered beneath lean clays in test pit 1 , and sandy silt soils were found beneath fill materials in test pit 2 and underlying lean clays in test pits 3 and 4 . These soils were brown to light brown, dry to slightly moist, and stiff to hard, with fine to medium grained sand . Moderate to strong calcium carbonate cementation was encountered within these soils in test pits 1 , 3 , and 4 . Clayey sand sediments were observed underlying sandy silts in test pit 4 . These sediments were reddish brown, dry to slightly moist, and dense , with fine to medium - grained sand . Moderate induration was encountered throughout this horizon . Silty sand sediments were found beneath fill materials in test pit 5 , beneath clayey sand sediments in test pit 4 , and underlying silt with sand/sandy silt soils in the remaining test pits . These sediments were dark brown to light brown , dry to slightly moist , and medium dense to very dense , with fine to medium grained sand . Moderate induration was encountered throughout this horizon in test pits 1 and 4 . Poorly graded gravel with sand sediments were encountered at depth in the test pits . These sediments were light brown , dry to slightly moist , and medium dense to dense , with fine to coarse - grained sand , fine to coarse gravel , and 5 - inch-minus cobbles . Competency of test pit sidewalls varied little across the site . In general , fine grained soils remained stable while more granular sediments readily sloughed . However, moisture contents will also affect wall competency with saturated soils having a tendency to readily slough when under load and unsupported . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright www . mtimid . com • mti (@mtkd . com Inspection Testing & Inspection MATERIALS 13 June 2019 Page # 9 of 30 TESTING & INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Volatile Organic Scan No environmental concerns were identified prior to commencement of the investigation . Therefore , soils obtained during on- site activities were not assessed for volatile organic compounds by portable photoionization detector . Samples obtained during our exploration activities exhibited no odors or discoloration typically associated with this type of contamination . No groundwater was encountered . SITE HYDROLOGY Existing surface drainage conditions are defined in the General Site Characteristics section . Information provided in this section is limited to observations made at the time of the investigation . Either regional or local ordinances may require information beyond the scope of this report . Groundwater During this field investigation , groundwater was not encountered in test pits advanced to a maximum depth of 15 . 1 feet bgs . Soil moistures in the test pits were generally dry to slightly moist throughout . In the vicinity of the project site , groundwater levels are controlled in large part by agricultural and residential irrigation activity and leakage from nearby canals . Maximum groundwater elevations likely occur during the later portion of the irrigation season . MTI has previously performed 6 geotechnical investigations within 2 , 000 feet of the project site . Information from these investigations has been provided in the table below . Groundwater Data Approximate Distance Groundwater Depth Date from Site feet Direction from Site feet bgs) July 2017 700 West 13 . 0 May 2013 960 Northeast Not Encountered to 15 . 0 October 2017 800 South 14 . 8 to 17 . 3 September 2013 11300 Northeast Not Encountered to 13 . 5 LJune 2018 1 , 520 South 14 . 8 :::::m::a 2013 25000 East Not Encountered to 15 . 1 Furthermore , according to United States Geological Survey (USGS ) monitoring well data within approximately V2 - mile of the project site , groundwater was measured at a depth of 12 . 0 feet bgs , which equates to a groundwater elevation of 2 , 528 feet above mean sea level (msl) . Based on evidence of this investigation and background knowledge of the area , MTI estimates groundwater depths to remain greater than approximately 12 feet bgs throughout the year . This depth can be confirmed through long-term groundwater monitoring . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 322- 6515 Copy www . mti - id . com • mti (c mti - id . com Copyright Testing 8 InspectionspeGtion MATERIALS 13 June 2019 TESTING & Page # 10 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Soil Infiltration Rates Soil permeability, which is a measure of the ability of a soil to transmit a fluid , was not tested in the field . Given the absence of direct measurements , for this report an estimation of infiltration is presented using generally recognized values for each soil type and gradation . Of soils comprising the generalized soil profile for this study, lean clay soils generally offer little permeability, with typical hydraulic infiltration rates of less than 2 inches per hour . Sandy silt and clayey sands soils will commonly exhibit infiltration rates from 2 to 4 inches per hour and silty sands usually display rates of 4 to 8 inches per hour ; though calcium carbonate cementation and induration may reduce these values to near zero . Poorly graded gravel with sand sediments typically exhibit infiltration values in excess of 12 inches per hour . Infiltration testing is generally not required within these sediments because of their free - draining nature . It is recommended that infiltration facilities constructed on the site be extended into native poorly graded gravel with sand sediments . Excavation depths of approximately 6 . 9 to 9 . 9 feet bgs should be anticipated to expose these poorly graded gravel with sand sediments . Because of the high soil permeability, ASTM C33 filter sand , or equivalent , should be incorporated into design of infiltration facilities . An infiltration rate of 8 inches per hour should be used in design . Actual infiltration rates should be confirmed at the time of construction . FOUNDATION, SLAB , AND PAVEMENT DISCUSSION AND RECOMMENDATIONS Various foundation types have been considered for support of the proposed development . Two requirements must be met in the design of foundations . First, the applied bearing stress must be less than the ultimate bearing capacity of foundation soils to maintain stability. Second, total and differential settlement must not exceed an amount that will produce an adverse behavior of the superstructure . Allowable settlement is usually exceeded before bearing capacity considerations become important ; thus , allowable bearing pressure is normally controlled by settlement considerations . Considering subsurface conditions and the proposed construction, it is recommended that the development be founded upon conventional spread footings and continuous wall footings . Total settlements should not exceed 1 inch if the following design and construction recommendations are observed . Presently, there are an unknown number of structures proposed for the project site . The following recommendations are not specific to the individual structures , but rather should be viewed as guidelines for the subdivision — wide development . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 www . mti - id . com • mti (a mti - id . com Copyright © 2019 Testing & Inspectionspection MATERIALS 13 June 2019 TESTING & Page # 11 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Foundation Design Recommendations Based on data obtained from the site and test results from various laboratory tests performed , MTI recommends the following guidelines for the net allowable soil bearing capacity : Soil Bearing Capacity Footing Depth ASTM D1557 Net Allowable Sub grade Compaction Soil Bearing Capacity Footings must bear on competent undisturbed native lean clay soils , silt with sand soils , sandy silt 1 , 500 lbs/ft2 soils , or compacted structural fill . Existing organic Not Required for Native A 1/3 increase is allowable materials and fill materials must be completely Soil for short-term loading removed from below foundation elements . o which is defined by sei , smic Excavation depths ranging from roughly 1 . 0 to 2 . 0 95 /o for Structural Fill events or designed wind feet bgs should be anticipated to expose proper speeds . bearingsoils . Footings must bear on at least 12 inches of compacted granular structural fill placed on native lean clay soils , silt with sand soils , or sandy silt soils . Not Required for Native Existing organic materials and fill materials must be Soil 200 lbs/ft2 completely removed from below foundation elements . ' Excavation depths ranging from roughly 95 % for Structural Fill 1 . 0 to 2 . 0 feet bgs should be anticipated to expose proper bearing soils . 2 ' It will be required for MTI personnel to verify the bearing soil suitability for each structure at the time of construction . 2Depending on the time of year construction takes place , the subgrade soils may be unstable because of high moisture contents . If unstable conditions are encountered , over- excavation and replacement with granular structural fill and/or use of geotextiles may be required . The following sliding frictional coefficient values should be used : 1 ) 0 . 35 for footings bearing on native lean clay soils and sandy silt soils and 2 ) 0 . 45 for footings bearing on granular structural fill . A passive lateral earth pressure of 319 pounds per square foot per foot (psf/ft) should be used for lean clay soils and sandy silt soils . For compacted sandy gravel fill , a passive lateral earth pressure of 496 psf/ft should be used . Footings should be proportioned to meet either the stated soil bearing capacity or the 2015 IBC minimum requirements . Total settlement should be limited to approximately 1 inch , and differential settlement should be limited to approximately V2 inch . Objectionable soil types encountered at the bottom of footing excavations should be removed and replaced with structural fill . Excessively loose or soft areas that are encountered in the footings subgrade will require over- excavation and backfilling with structural fill . To minimize the effects of slight differential movement that may occur because of variations in the character of supporting soils and seasonal moisture content , MTI recommends continuous footings be suitably reinforced to make them as rigid as possible . For frost protection , the bottom of external footings should be 30 inches below finished grade . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 www, mtimid . com • mti mti - id . com Copyright © 2019 Testing & Inpecti InspMateection on MATERIALS 131une 2019 Page # 12 of 30 IL I TESTING & INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Foundation Drain Recommendations Considering the presence of shallow cemented soils across the site , MTI recommends that a foundation drain be installed . The drain should be placed at the footing elevation and be directed to a suitable discharge point at least 10 feet away from the structure . Discharge points should be protected to prevent erosion . Floor Slab - on - Grade Uncontrolled fill was encountered in portions of the site . MTI recommends that these fill materials be excavated to a sufficient depth to expose competent , native soils or to a minimum depth of 1 foot below finished subgrade . If fill materials remain after over- excavation , the exposed subgrade must be compacted to at least 95 percent of the maximum dry density as determined by ASTM D1557 . MTI personnel must be present during excavation to identify these materials . Organic , loose , or obviously compressive materials must be removed prior to placement of concrete floors or floor. supporting fill . In addition , the remaining subgrade should be treated in accordance with guidelines presented in the Earthwork section . Areas of excessive yielding should be excavated and backfilled with structural fill . Fill used to increase the elevation of the floor slab should meet requirements detailed in the Structural Fill section . Fill materials must be compacted to a minimum 95 percent of the maximum dry density as determined by ASTM D 1557 . A free - draining granular mat (drainage fill course) should be provided below slabs - on- grade . This should be a minimum of 4 inches in thickness and properly compacted . The mat should consist of a sand and gravel mixture , complying with Idaho Standards for Public Works Construction ( ISPWC ) specifications for 3/4 -inch (Type 1 ) crushed aggregate . The granular mat should be compacted to no less than 95 percent of the maximum dry density as determined by ASTM D1557 . A moisture-retarder should be placed beneath floor slabs to minimize potential ground moisture effects on moisture - sensitive floor coverings . The moisture -retarder should be at least 15 -mil in thickness and have a permeance of less than 0 . 01 US perms as determined by ASTM E96 . Placement of the moisture -retarder will require special consideration with regard to effects on the slab - on- grade and should adhere to recommendations outlined in the ACI 302 . IR and ASTM E1745 publications . Upon request , MTI can provide further consultation regarding installation . Recommended Pavement Sections MTI has made assumptions for traffic loading variables based on the character of the proposed construction . The Client shall review and understand these assumptions to make sure they reflect intended use and loading of pavements both now and in the future . Based on experience with soils in the region , a subgrade California Bearing Ratio ( CBR) value of 3 has been assumed for near- surface lean clay soils on site . The following are minimum thickness requirements for assured pavement function . Depending on site conditions , additional work , e . g . soil preparation , may be required to support construction equipment . These have been listed within the Soft Subgrade Soils section . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright © 2019 www . mtimid . com • mti (c� mti - id . com Testing & Inspectionspection MATERIALS 13 June 2019 TESTING & Page # 13 of 30 INSPECTION b I 90867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Flexible Pavement Sections The American Association of State Highway and Transportation Officials (AASHTO ) design method has been used to calculate the following pavement sections . Calculation sheets provided in the Appendix indicate the soils constant , traffic loading , traffic projections , and material constants used to calculate the pavement sections . MTI recommends that materials used in the construction of asphaltic concrete pavements meet requirements of the ISPWC Standard Specification for Highway Construction . Construction of the pavement section should be in accordance with these specifications and should adhere to guidelines recommended in the section on Construction Considerations , AASHTO Flexible Pavement Specifications Pavement Section Component ' Driveways and Parking Driveways and Parking Light Duty Heavy Duty Asphaltic Concrete 2 . 5 Inches 3 . 0 Inches Crushed Aggregate Base 4 . 0 Inches 6 . 0 Inches Structural Subbase 12 . 0 Inches 12 . 0 Inches See Pavement Subgrade See Pavement Subgrade Compacted Subgrade Preparation Section Preparation Section ' It will be required for MTI personnel to verify subgrade competency at the time of construction . Asphaltic Concrete : Asphalt mix design shall meet the requirements of ISPWC , Section 810 Class III plant mix . Materials shall be placed in accordance with ISPWC Standard Specifications for Highway Construction . Aggregate Base : Material complying with ISPWC Standards for Crushed Aggregate Materials . Structural Subbase : Granular structural fill material complying with the requirements detailed in the Structural Fill section of this report except that the maximum material diameter is no more than 2/3 the component thickness . Gradation and suitability requirements shall be per ISPWC Section 801 , Table 1 . Pavement Subuade Preparation Uncontrolled fill was encountered in portions of the site . MTI recommends that these fill materials be excavated to a sufficient depth to expose competent , native soils or to a minimum depth of 1 foot below finished subgrade . If fill materials remain after over. excavation , the exposed subgrade must be compacted to at least 95 percent of the maximum dry density as determined by ASTM D698 for flexible pavements . MTI personnel must be present during excavation to identify these materials . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright www . mti - id . com • mti ( Testing & Inspectionbmti - id . com i_ MATERIALS 13 June 2019 TESTING Page # 14 of 30 b190867g_geotech INSPECTION AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Common Pavement Section Construction Issues The subgrade upon which above pavement sections are to be constructed must be properly stripped , compacted (if indicated) , inspected , and proof-rolled . Proof rolling of subgrade soils should be accomplished using a heavy rubber-tired , fully loaded , tandem- axle dump truck or equivalent . Verification of subgrade competence by MTI personnel at the time of construction is required . Fill materials on the site must demonstrate the indicated compaction prior to placing material in support of the pavement section . MTI anticipated that pavement areas will be subjected to moderate traffic . MTI does not anticipate pumping material to become evident during compaction , but subgrade clays and silts near and above optimum moisture contents may tend to pump . Pumping or soft areas must be removed and replaced with structural fill . Fill material and aggregates in support of the pavement section must be compacted to no less than 95 percent of the maximum dry density as determined by ASTM D698 for flexible pavements and by ASTM D 1557 for rigid pavements . If a material placed as a pavement section component cannot be tested by usual compaction testing methods , then compaction of that material must be approved by observed proof rolling . Minor deflections from proof rolling for flexible pavements are allowable . Deflections from proof rolling of rigid pavement support courses should not be visually detectable . MTI recommends that rigid concrete pavement be provided for heavy garbage receptacles . This will eliminate damage caused by the considerable loading transferred through the small steel wheels onto asphaltic concrete . Rigid concrete pavement should consist of Portland Cement Concrete Pavement (PCCP ) generally adhering to ITD specifications for Urban Concrete . PCCP should be 6 inches thick on a 4 - inch drainage fill course ( see Floor Slab -on- Grade section) , and should be reinforced with welded wire fabric . Control joints must be on 12 - foot centers or less . CONSTRUCTION CONSIDERATIONS Recommendations in this report are based upon structural elements of the project being founded on competent , native lean clay soils , silt with sand soils , sandy silt soils , or compacted structural fill . Structural areas should be stripped to an elevation that exposes these soil types . Earthwork Excessively organic soils , deleterious materials , or disturbed soils generally undergo high volume changes when subjected to loads , which is detrimental to subgrade behavior in the area of pavements , floor slabs , structural fills , and foundations . Mature trees and landscaping bushes with associated root systems were noted at the time of our investigation . It is recommended that organic or disturbed soils , if encountered , be removed to depths of 1 foot (minimum) , and wasted or stockpiled for later use . However , in areas where trees are/were present , deeper excavation depths should be anticipated . Stripping depths should be adjusted in the field to assure that the entire root zone or disturbed zone or topsoil are removed prior to placement and compaction of structural fill materials . Exact removal depths should be determined during grading operations by MTI personnel , and should be based upon subgrade soil type , composition , and firmness or soil stability. 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Co www. mtimid . com • mti (a). mtiJd . com Copyright Testing & Inspectionspection MATERIALS 13 June 2019 Page # 15 of 30 TESTING & INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections If underground storage tanks , underground utilities , wells , or septic systems are discovered during construction activities , they must be decommissioned then removed or abandoned in accordance with governing Federal , State , and local agencies . Excavations developed as the result of such removal must be backfilled with structural fill materials as defined in the Structural Fill section . MTI should oversee subgrade conditions ( i . e . , moisture content) as well as placement and compaction of new fill (if required) after native soils are excavated to design grade . Recommendations for structural fill presented in this report can be used to minimize volume changes and differential settlements that are detrimental to the behavior of footings , pavements , and floor slabs . Sufficient density tests should be performed to properly monitor compaction . For structural fill beneath building structures , one in-place density test per lift for every 5 , 000 square feet is recommended . In parking and driveway areas , this can be decreased to one test per lift for every 10 , 000 square feet . Dry Weather If construction is to be conducted during dry seasonal conditions , many problems associated with soft soils may be avoided . However , some rutting of subgrade soils may be induced by shallow groundwater conditions related to springtime runoff or irrigation activities during late summer through early fall . Solutions to problems associated with soft subgrade soils are outlined in the Soft Subgrade Soils section . Problems may also arise because of lack of moisture in native and fill soils at time of placement . This will require the addition of water to achieve near- optimum moisture levels . Low - cohesion soils exposed in excavations may become friable , increasing chances of sloughing or caving . Measures to control excessive dust should be considered as part of the overall health and safety management plan . Wet Weather If construction is to be conducted during wet seasonal conditions ( commonly from mid-November through May) , problems associated with soft soils must be considered as part of the construction plan . During this time of year , fine - grained soils such as silts and clays will become unstable with increased moisture content , and eventually deform or rut . Additionally, constant low temperatures reduce the possibility of drying soils to near optimum conditions . Soft Subgrade Soils Shallow fine - grained subgrade soils that are high in moisture content should be expected to pump and rut under construction traffic . During periods of wet weather , construction may become very difficult if not impossible . The following recommendations and options have been included for dealing with soft subgrade conditions : • Track -mounted vehicles should be used to strip the subgrade of root matter and other deleterious debris . Heavy rubber- tired equipment should be prohibited from operating directly on the native subgrade and areas in which structural fill materials have been placed . Construction traffic should be restricted to designated roadways that do not cross , or cross on a limited basis , proposed roadway or parking areas . • Soft areas can be over- excavated and replaced with granular structural fill . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright © 2019 Materials www. mtimid . com 9 mti6j0tkd . com Testing & Inspection MATERIALS 13 June 2019 TESTING & Page # 16 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections • Construction roadways on soft subgrade soils should consist of a minimum 246ot thickness of large cobbles of 4 to 6 inches in diameter with sufficient sand and fines to fill voids . Construction entrances should consist of a 6 - inch thickness of clean , 2 - inch minimum , angular drain-rock and must be a minimum of 10 feet wide and 30 to 50 feet long . During the construction process , top dressing of the entrance may be required for maintenance . 0 Scarification and aeration of subgrade soils can be employed to reduce the moisture content of wet subgrade soils . After stripping is complete , the exposed subgrade should be ripped or disked to a depth of 1 V2 feet and allowed to air dry for 2 to 4 weeks . Further disking should be performed on a weekly basis to aid the aeration process . • Alternative soil stabilization methods include use of geotextiles , lime , and cement stabilization . MTI is available to provide recommendations and guidelines at your request . Frozen Subgrade Soils Prior to placement of structural fill materials or foundation elements , frozen subgrade soils must either be allowed to thaw or be stripped to depths that expose non - frozen soils and wasted or stockpiled for later use . Stockpiled materials must be allowed to thaw and return to near- optimal conditions prior to use as structural fill . The onsite , shallow lean clay and silty soils are susceptible to frost heave during freezing temperatures . For exterior flatwork and other structural elements , adequate drainage away from subgrades is critical . Compaction and use of structural fill will also help to mitigate the potential for frost heave . Complete removal of frost susceptible soils for the full frost depth , followed by replacement with a non - frost susceptible structural fill , can also be used to mitigate the potential for frost heave . MTI is available to provide further guidance/assistance upon request . Structural Fill Soils recommended for use as structural fill are those classified as GW , GP , SW , and SP in accordance with the Unified Soil Classification System (USCS ) (ASTM D2487 ) . Use of silty soils (USCS designation of GM , SM , and ML) as structural fill may be acceptable . However, use of silty soils GM , SM , and ML) as structural fill below footingprohibited . These materials require very high moisture contents for compaction and require a long time to dry out if natural moisture contents are too high and may also be susceptible to frost heave under certain conditions . Therefore , these materials can be quite difficult to work with as moisture content , lift thickness , and compactive effort becomes difficult to control . If silty soil is used for structural fill , lift thicknesses should not exceed 6 inches (loose) , and fill material moisture must be closely monitored at both the working elevation and the elevations of materials already placed . Following placement , silty soils must be protected from degradation resulting from construction traffic or subsequent construction . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright www. mti - id . com • mti (ajmti - id . com Inspection Testing 8 Inspectionn MATERIALS 13 June 2019 TESTING & Page # 17 of 30 b 190867g_geotech INSPECTION AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Recommended granular structural fill materials , those classified as GW , GP , SW , and SP , should consist of a 6 - inch minus select , clean, granular soil with no more than 50 percent oversize ( greater than 3/4 - inch) material and no more than 12 percent fines (passing No . 200 sieve) . These fill materials should be placed in layers not to exceed 12 inches in loose thickness . Prior to placement of structural fill materials , surfaces must be prepared as outlined in the Construction Considerations section . Structural fill material should be moisture - conditioned to achieve optimum moisture content prior to compaction . For structural fill below footings , areas of compacted backfrll must extend outside the perimeter of the footings for a distance equal to the thickness of fill between the bottom of foundation and underlying soils , or 5 feet , whichever is less . All fill materials must be monitored during placement and tested to confirm compaction requirements , outlined below , have been achieved . Each layer of structural fill must be compacted, as outlined below : • Below Structures and Rigid Pavements : A minimum of 95 percent of the maximum dry density as determined by ASTM D 1557 . • Below Flexible Pavements : A minimum of 92 percent of the maximum dry density as determined by ASTM D1557 or 95 percent of the maximum dry density as determined by ASTM D698 , The ASTM D 15 57 test method must be used for samples containing up to 40 percent oversize (greater than 3/4 - inch) particles . If material contains more than 40 percent but less than 50 percent oversize particles , compaction of fill must be confirmed by proof rolling each lift with a 104on vibratory roller (or equivalent) until the maximum density has been achieved . Density testing must be performed after each proof rolling pass until the in-place density test results indicate a drop ( or no increase) in the dry density, defined as maximum density or "break over" point . The number of required passes should be used as the requirements on the remainder of fill placement . Material should contain sufficient fines to fill void spaces , and must not contain more than 50 percent oversize particles . Backfill of Walls Backfrll materials must conform to the requirements of structural fill , as defined in this report . For wall heights greater than 2 . 5 feet, the maximum material size should not exceed 4 inches in diameter . Placing oversized material against rigid surfaces interferes with proper compaction , and can induce excessive point loads on walls . Backfrll shall not commence until the wall has gained sufficient strength to resist placement and compaction forces . Further, retaining walls above 2 . 5 feet in height shall be backfrlled in a manner that will limit the potential for damage from compaction methods and/or equipment . It is recommended that only small hand - operated compaction equipment be used for compaction of backfill within a horizontal distance equal to the height of the wall , measured from the back face of the wall . Backhll should be compacted in accordance with the specifications for structural fill , except in those areas where it is determined that future settlement is not a concern , such as planter areas . In nonstructural areas , backfrll must be compacted to a firm and unyielding condition . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Cop www . mti - id . com • mtiO) mtkid . com Copyright Inspection Testing & Inpecti n on MATERIALS 13 June 2019 Page # 18 of 30 TESTING & INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections Excavations Shallow excavations that do not exceed 4 feet in depth may be constructed with side slopes approaching vertical . Below this depth , it is recommended that slopes be constructed in accordance with Occupational Safety and Health Administration ( OSHA) regulations , Section 1926 , Subpart P . Based on these regulations , on- site soils are classified as type " C " soil , and as such , excavations within these soils should be constructed at a maximum slope of 1 1/2 feet horizontal to 1 foot vertical ( 11/2 : 1 ) for excavations up to 20 feet in height . Excavations in excess of 20 feet will require additional analysis . Note that these slope angles are considered stable for short- term conditions only, and will not be stable for lonz-term conditions . During the subsurface exploration, test pit sidewalls generally exhibited little indication of collapse ; however, sloughing of native granular sediments from test pit sidewalls was observed . For deep excavations , native granular sediments cannot be expected to remain in position . These materials are prone to failure and may collapse , thereby undermining upper soil layers . This is especially time when excavations approach depths near the water table . Care must be taken to ensure that excavations are properly backfilled in accordance with procedures outlined in this report . Groundwater Control Groundwater was not encountered during the investigation and is anticipated to be below the depth of most construction . Excavations below the water table will require a dewatering program . Dewatering will be required prior to placement of fill materials . Placement of concrete can be accomplished through water by the use of a treme . It may be possible to discharge dewatering effluent to remote portions of the site , to a sump , or to a pit . This will essentially recycle effluent , thus eliminating the need to enter into agreements with local drainage authorities . Should the scope of the proposed project change , MTI should be contacted to provide more detailed groundwater control measures . Special precautions may be required for control of surface runoff and subsurface seepage . It is recommended that runoff be directed away from open excavations . Silty and clayey soils may become soft and pump if subjected to excessive traffic during time of surface runoff. Ponded water in construction areas should be drained through methods such as trenching , sloping , crowning grades , nightly smooth drum rolling , or installing a French drain system . Additionally, temporary or permanent driveway sections should be constructed if extended wet weather is forecasted . GENERAL COMMENTS Based on the subsurface conditions encountered during this investigation and available information regarding the proposed development , the site is adequate for the planned construction . When plans and specifications are complete , and if significant changes are made in the character or location of the proposed structure , consultation with MTI must be arranged as supplementary recommendations may be required . Suitability of subgrade soils and compaction of structural fill materials must be verified by MTI personnel prior to placement of structural elements . Additionally, monitoring and testing should be performed to verify that suitable materials are used for structural fill and that proper placement and compaction techniques are utilized . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright © 2019 Materials www. mti - id . com 9 mti mti - id . com Testing & Inspection MATERIALS 13 June 2019 Page # 19 of 30 TESTING & INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections REFERENCES American Association of State Highway and Transportation Officials (AASHTO ) ( 1993 ) . AASHTO Guide for Design of Pavement Structures 1993 . Washington D . C . : AASHTO , American Concrete Institute (ACI ) (2015 ) . Guide for Concrete Floor and Slab Construction : ACI 302 . 1R . Farmington Hills , MI : ACI . American Society of Civil Engineers (ASCE) (2013 ) . Minimum Design Loads for Buildings and Other Structures : ASCE/SEI 740 . Reston, VA : ASCE . American Society for Testing and Materials (ASTM) (2013 ) . Standard Test Method for Materials Finer than 75 - µm (No . 200) Sieve in Mineral Aggre ag tes by Washing : ASTM C 117 . West Conshohocken , PA : ASTM . American Society for Testing and Materials (ASTM) (2014) . Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates : ASTM C136 . West Conshohocken, PA : ASTM . American Society for Testing and Materials (ASTM) (2012 ) . Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort : ASTM D698 . West Conshohocken, PA : ASTM . American Society for Testing and Materials (ASTM) (2012 ) . Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort : ASTM D1557 , West Conshohocken, PA : ASTM , American Society for Testing and Materials (ASTM) (2014) . Standard Test Methods for California Bearing Ratio : ASTM D1883 . West Conshohocken, PA : ASTM . American Society for Testing and Materials (ASTM) (2011 ) . Standard Practice for Classification of Soils for Engineering Purposes ,(Unified Soil Classification System) : ASTM D2487 . West Conshohocken, PA : ASTM . American Society for Testing and Materials (ASTM) (2010 ) . Standard Test Methods for Liquid Limit , Plastic Limit, and Plasticity Index of Soils : ASTM D4318 . West Conshohocken , PA : ASTM . American Society for Testing and Materials (ASTM) (2011 ) . Standard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill Under Concrete Slabs : ASTM E1745 . West Conshohocken, PA : ASTM , Desert Research Institute . Western Regional Climate Center . [ Online ] Available : <http : //www . wrcc . dri . edu/> ( 2019 ) . International Building Code Council ( 2015 ) . International Building Code , 2015 . Country Club Hills , IL : Author . Local Highway Technical Assistance Council ( LHTAC) (2017 ) . Idaho Standards for Public Works Construction , 2017 . Boise , ID : Author . Othberg , K . L . and Stanford , L . A . , Idaho Geologic Society ( 1992 ) . Geologic Map of the Boise Valley and Adjoining Area, Western Snake River Plain , Idaho . ( scale 1 : 100 , 000) . Boise , ID : Joslyn and Morris . U . S . Department of Labor, Occupational Safety and Health Administration . CFR 29 , Part 1926 , Subpart P : Safety and Health Regulations for Construction , Excavations ( 1986 ) . [ Online] Available : <www . osha . gov> ( 2019 ) . U . S . Geological Survey (2019 ) . National Water Information System : Web Interface . [ Online ] Available : <http : //waterdata . usgs . gov/nwis> ( 2019 ) . U . S . Geological Survey . (2011 ) . U . S . Seismic Design Maps : Web Interface . [ Online] Available . <https : //earthquake . usgs . gov/designmaps/us/application . php> (2019 ) . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright © 2019 www . mti - id . com 9 mti65 mtkid . com Testing & Inspectionspection MATERIALS 13 June 2019 TESTING & Page # 20 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections APPENDICES ACRONYM LIST AASHTO : American Association of State Highway and Transportation Officials ACHD : Ada County Highway District ACI American Concrete Institute ASCE American Society of Civil Engineers ASTM : American Society for Testing and Materials bgs : below ground surface CBR : California Bearing Ratio D : natural dry unit weight, pcf ESAL Equivalent Single Axle Load GS : grab sample IBC : International Building Code IDEQ Idaho Department of Environmental Quality ISPWC : Idaho Standards for Public Works Construction ITD : Idaho Transportation Department LL : Liquid Limit M : water content MSL : mean sea level N : Standard " N " penetration : blows per foot , Standard Penetration Test NP : nonplastic OSHA Occupational Safety and Health Administration PCCP : Portland Cement Concrete Pavement PERM : vapor permeability PI : Plasticity Index PID : photoionization detector PVC : polyvinyl chloride Qc : cone penetrometer value , unconfined compressive strength , psi Qp : Penetrometer value , unconfined compressive strength, tsf Quo Unconfined compressive strength, tsf RMR Rock Mass Rating RQD Rock Quality Designation R-Value Resistance Value SPT : Standard Penetration Test ( 140 : pound hammer falling 30 in . on a 2 : in . split spoon) USCS : Unified Soil Classification System USDA : United States Department of Agriculture UST : underground storage tank V : vane value , ultimate shearing strength , tsf 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 www. mti - id . com • mti (aDmtkid . com Copyright © 2019 Testing & Inspectionspection MATERIALS 13 June 2019 TESTING & Page # 21 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL GENERAL NOTES RELATIVE DENSITY AND CONSISTENCY CLASSIFICATION Coarse- Grained Soils SPT Blow Counts (N) Fine- Grained Soils SPT Blow Counts (N) Very Loose . < 4 Very Soft . < 2 Loose : 440 Soft : 24 Medium Dense : 10 - 30 Medium Stiff. 4 - 8 Dense : 30 - 50 Stiff: 845 Very Dense : > 50 Very Stiff: 15 - 30 Hard : > 30 Moisture Content Cementation Description Field Test Description Field Test Dry Absence of moisture , dusty, dry to touch Weakly Crumbles or breaks with handling orslight finger pressure Moist Damp but not visible moisture Moderately Crumbles or beaks with considerable finger pressure Wet Visible free water , usually soil is below Strongly g Will not crumble or break with finger Water table pressure PARTICLE SIZE Boulders . > 12 in. Coarse- Grained Sand : 5 to 0 . 6 min Silts : 0 . 075 to 0 . 005 min Cobbles : 12 to 3 in . Medium- Grained Sand : 0 . 6 to 0 . 2 min Clays : <0 . 005 min Gravel : 3 in. to 5 mm Fine - Grained Sand . 0 . 2 to 0 . 075 mtn UNIFIED SOIL CLASSIFICATION SYSTEM Major Divisions Symbol Soil Descriptions Gravel & Gravelly GW Well- graded gravels ; gravel/sand mixtures with little or no fines Soils GP Poorly- graded gravels ; gravel/sand mixtures with little or no fines Coarse- Grained < 50 % coarse fraction GM Silty gravels ; poorly- graded gravel/sand/silt mixtures Soils passes No . 4 sieve GC Clayey gravels ; poorly- graded gravel/ sand/clay mixtures <50 % passes No . 200 Sand & Sandy SW Well -graded sands ; gravelly sands with little or no fines sieve Soils SP Poorly- graded sands ; gravelly sands with little or no fines >50 % coarse fraction SM Silty sands ; poorly- graded sand/gravel/silt mixtures passes No . 4 sieve SC Clayey sands ; poorly- graded sand/gravel/clay mixtures ML Inorganic silts ; sandy, gravelly or clayey silts Silts & Clays CL Lean clays ; inorganic , gravelly, sandy, or silty, low to medium -plasticity clays Fine Grained LL < 50 Soils >50 % OL Organic , low-plasticity clays and silts passes No . 200 MH Inorganic , elastic silts ; sandy, gravelly or clayey elastic silts sieve Silts & Clays LL > 50 CH Fat clays ; high-plasticity, inorganic clays OH Organic , medium to high -plasticity clays and silts Highly Organic Soils PT Peat, humus , hydric soils with high organic content 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 322-6515 www . mti - id . com • mti mtkid . com Copyright © 2019 InspMateection Testing 8 Inspection MATERIALS 13 June 2019 TESTING & Page # 22 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log # : TP - 1 Date Advanced : 5 June 2019 Logged by : Jacob Schlador, P . E . Excavated by : Struckman ' s Backhoe Service Location : See Site Map Plates Latitude : 43 . 663577 Longitude : - 116 . 452863 Depth to Water Table : Not Encountered Total Depth : 9 . 2 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Qp Lab Feet b s Sediment Classification Type Feet b s Test ID Lean Clay with Sand Fill ( CL- FILL) : Brown, 0 . 045 dry to slightly moist, medium stiff to stiff, with 1 . 0 - 1 . 5 fine-grained sand. Lean Clay ( CL) : Dark brown, dry to slightly 0 . 5 - 2 . 0 moist, stiff to very stiff, with fine -grained 1 . 5 -2 . 5 sand. - - Organics encountered throughout. Silt with Sand (ML) : Brown, dry to slightly moist, stiff to very stiff, with fine -grained 2 . 0 - 6 . 2 sand. --Moderate to strong calcium carbonate cementation encountered throughout. Silty Sand ( SM) : Dark brown to brown, slightly moist, dense to very dense, with fine 6 . 2 - 8 . 2 to medium -grained sand. - -Moderate induration encountered throughout. Poorly Graded Gravel with Sand (GP ) : Light 8 2 - 9 2 brown , slightly moist, medium dense to dense, with fine to coarse -grained sand and fine to coarse gravel. 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 322-6515 www . mti - id . com • mti (a) mti - id . com Copyright 2019 Testing & Inspectionspection MATERIALS 13 June 2019 y= _ Page # 23 of 30 TESTING & b 190867g_geotech INSPECTION AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log # : TP -2 Date Advanced : 5 June 2019 Logged by : Jacob Schlador, P . E . Excavated by : Struckman ' s Backhoe Service Location : See Site Map Plates Latitude : 43 . 664764 Longitude : - 1160452921 Depth to Water Table : Not Encountered Total Depth : 15 . 1 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Qp Lab Feet b s Sediment Classification Type Feet b s Test ID Lean Clay with Sand Fill ( CL-FILL) : Dark brown, dry to slightly moist, stiff to very stiff, 0 . 04 . 7 with fine-grained sand and intermittent 5 - L5 - 3 . 0 inch -minus cobbles . - - Organics to a depth of 1 . 2 feet b s . Sandy Silt (ML) : Brown to light brown, dry 1 . 7 - 6 . 0 to slightly moist, very stiff, with fine to medium -grained sand. Silty Sand ( SM) : Light brown, dry, medium 6 . 0 - 8 . 5 dense to dense, with fine to medium -grained sand. Poorly Graded Gravel with Sand ( GP) : Light 8 . 54 5 . 1 brown, dry to slightly moist, medium dense to dense, with fine to coarse-grained sand, fine to coarse gravel, and 44nch -m1nus cobbles . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright © 2019 Materials www. mti - id . com • mti (a' mtkid . com Testing & Inspection MATERIALS 13 June 2019 { Page # 24 of 30 TESTING & INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log # : TP - 3 Date Advanced : 5 June 2019 Logged by : Jacob Schlador, P . E . Excavated by : Struckman ' s Backhoe Service Location : See Site Map Plates Latitude : 43 . 664245 Longitude , - 116 . 451943 Depth to Water Table : Not Encountered Total Depth : 8 . 5 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Qp Lab Feet b s Sediment Classification Type Feet b s Test ID Lean Clay ( CL) : Dark brown, slightly moist, 0 . 75 - 0 . 0 - 2 . 1 medium stiff to stiff, with fine -grained sand. GS 1 . 5 - 2 . 0 1025 A - - Organics to a depth of 1 . 1 feet b s . Sandy Silt (ML) : Brown to light brown, dry to slightly moist, stiff to hard, with fine to 2 . 1 - 5 . 2 medium -grained sand. --Moderate to strong calcium carbonate cementation encountered throughout, Silty Sand ( SM) : Brown to light brown, dry 5 . 2 - 6 . 9 to slightly moist, medium dense, with fine to medium -grained sand. Poorly Graded Gravel with Sand (GP ) : Light 6 . 9 - 8 . 5 brown, dry to slightly moist, medium dense to dense, with fine to coarse-grained sand, fine to coarse gravel, and 4 - inch -minus cobbles . Lab Test ID M LL PI Sieve Analysis % passing) % - - #4 # 10 #40 # 100 #200 A 27 . 1 36 15 100 100 97 93 87 . 8 I 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 322-6515 als www . mti - id . com • mti mti - id . com Copyright 2019 Testing & Inspection Mate MATERIALS 13 June 2019 Page # 25 of 30 TESTING & INSPECTION bI90867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log # : TP4 Date Advanced : 5 June 2019 Logged by : Jacob Schlador, P . E . Excavated by : Struckman ' s Backhoe Service Location : See Site Map Plates Latitude : 43 . 664606 Longitude : 416 . 449324 Depth to Water Table : Not Encountered Total Depth : 12 . 9 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Qp Lab Feet b s Sediment Classification Type Feet b s Test ID Lean Clay ( CL) : Dark brown, slightly moist, 0 . 0 - 1 . 8 medium stiff to very stiff, with fine-grained 1 . 5 -2 . 5 sand. - - Organics to a depth of 1 . 5 feet b s . Sandy Silt (ML) : Brown to light brown, dry to slightly moist, very stiff to hard, with fine 1 . 8 - 3 . 5 to medium -grained sand. - -Moderate calcium carbonate cementation encountered throughout. Clayey Sand ( SC ) : Reddish brown, dry to slightly moist, dense, with fine to medium - 3 . 5 - 6 . 8 grained sand. --Moderate induration encountered throughout, Silty Sand ( SM) : Brown to light brown, dry to slightly moist, dense to very dense, with 6 . 8 - 9 . 9 fine to medium -grained sand. - -Moderate induration encountered throughout. Poorly Graded Gravel with Sand ( GP ) : Light 9 . 942 . 9 brown, dry to slightly moist, medium dense to dense, with fine to coarse-grained sand, fine to coarse gravel, and 54nch - minus cobbles . 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 322-6515 Copyright © 2019 www. mti - id . com • mti mti - id . com Testing & Inspectionspection MATERIALS 13 June 2019 Page # 26 of 30 TESTING & INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections GEOTECHNICAL INVESTIGATION TEST PIT LOG Test Pit Log # : TP - 5 Date Advanced : 5 June 2019 Logged by : Jacob Schlador, P . E . Excavated by : Struckman ' s Backhoe Service Location : See Site Map Plates Latitude : 43 . 663415 Longitude , - 1166448763 Depth to Water Table : Not Encountered Total Depth : 12 . 8 Feet bgs Depth Field Description and USCS Soil and Sample Sample Depth Qp Lab Feet b s Sediment Classification Type Feet b s Test ID Lean Clay ( CL) : Dark brown, dry to slightly 0 . 0 - 5 . 0 moist, stiff to very stiff, with fine -grained L5 - 3 . 0 sand. - - Organics to a depth of 1 . 0 eet b s . Silty Sand ( SM) : Light brown, dry to slightly 5 . 0 - 7 . 4 moist, medium dense, with fine to medium - rained sand. Poorly Graded Gravel with Sand ( GP ) : Light 7 . 442 . 8 brown, dry to slightly moist, medium dense to dense, with fine to coarse -grained sand and fine to coarse gravel. 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright © 2019 Materials www . mti - id . com • mti (c. mtkid . com Testing & Inspection MATERIALS 13 June 2019 TESTING Fr Page # 27 of 30 INSPECTION b190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections AASHTO PAVEMENT THICKNESS DESIGN PROCEDURES Pavement Section Design Location : Proposed Apartments , Light Duty Average Daily Traffic Count : 300 All Lanes & Both Directions Design Life : 20 Years Percent of Traffic in Design Lane : 50 % Terminal Seviceability Index (Pt) : 2 . 5 Level of Reliability , 95 Subgrade CBR Value : 3 Subgrade Mr : 41500 Calculation of Design- 18 kip ESALs Daily Growth Load Design Traffic Rate Factors ESALs Passenger Cars : 90 2 . 0% 0 . 0008 639 Buses : 0 2 . 0% 0 . 6806 0 Panel & Pickup Trucks : 54 2 . 0% 0 . 0122 5 , 843 2-Axle, 6-Tire Trucks : 5 2 . 0% 0 . 1890 89381 Concrete Trucks : 1 . 0 2 . 0% 4 .4800 39 , 731 Dump Trucks : 0 2 . 0% 3 . 6300 0 Tractor Semi Trailer Trucks : 0 2 . 0% 2 . 3719 0 Double Trailer Trucks 0 2 . 0% 2 . 3187 0 Heavy Tractor Trailer Combo Trucks : 0 2 . 0% 2 . 9760 0 Average Daily Traffic in Design Lane : 150 Total Design Life 1 &kip ESALs : 545593 Actual Log (ESALs) : 4 . 737 Trial SN : 2 , 78 Trial Log (ESALs) : 4 . 737 Pavement Section Design SN : 2081 Design Depth Structural Drainage Inches Coefficient Coefficient Asphaltic Concrete : 2050 0 . 42 n/a Asphalt-Treated Base : 0 . 00 0 . 25 n/a Cement-Treated Base : 0 . 00 0 . 17 n/a Crushed Aggregate Base , 4 . 00 0 . 14 1 . 0 Subbase : 12 . 00 0 . 10 1 . 0 Special Aggregate Subgrade : 0 . 00 0 . 09 0 . 9 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 Copyright © 2019 www . mtkid . com • mti anmti - id . com Testing 8 Inspection MATERIALS 13 June 2019 TESTING & Page # 28 of 30 INSPECTION b 190867g_geotech AN ATLAS COMPANY ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections AASHTO PAVEMENT THICKNESS DESIGN PROCEDURES Pavement Section Design Location : Proposed Apartments , Heavy Duty Average Daily Traffic Count: 300 All Lanes & Both Directions Design Life : 20 Years Percent of Traffic in Design Lane : 50% Terminal Seviceability Index (Pt) : 2 . 5 Level of Reliability : 95 Subgrade CBR Value : 3 Subgrade Mr . 4 , 500 Calculation of Design- 18 kip ESALs Daily Growth Load Design Traffic Rate Factors ESALs Passenger Cars : 80 2 . 0% 0 . 0008 568 Buses : 1 2 . 0% 0 . 6806 6 , 036 Panel & Pickup Trucks : 50 2 . 0% 0 . 0122 51410 2 -Axle, 6-Tire Trucks : 15 2 . 0% 0 . 1890 25 , 142 Concrete Trucks : 1 . 0 2 . 0% 4.4800 399731 Dump Trucks : 1 2 . 0% 3 . 6300 32 , 193 Tractor Semi Trailer Trucks : 2 2 . 0% 2 . 3719 421071 Double Trailer Trucks 0 2 . 0% 2 . 3187 0 Heavy Tractor Trailer Combo Trucks . 0 2 . 0% 2 . 9760 0 Average Daily Traffic in Design Lane : 150 Total Design Life 18-kip ESALs : 151 , 150 Actual Log (ESALs) : 5 . 179 Trial SN : 3 . 29 Trial Log (ESALs) : 5 . 181 Pavement Section Design SN : 3 . 30 Design Depth Structural Drainage Inches Coefficient Coefficient Asphaltic Concrete : 3 . 00 0 .42 n/a Asphalt-Treated Base : 0 . 00 0 . 25 n/a Cement-Treated Base : 0 . 00 0 . 17 n/a Crushed Aggregate Base : 6 . 00 0 . 14 1 . 0 Subbase . 12 . 00 0 . 10 I . 0 Special Aggregate Subgrade : 0 . 00 0 . 09 0 . 9 im 2791 S Victory View Way • Boise , ID 83709 • (208 ) 3764748 • Fax (208 ) 32M515 www . mti - id . com • mtl mti - id . com Copyright © 2019 Testing & Inpecti InspMateection on u VIEW 4 RO CAN DADA RED CAN ADA Rda ME ME MINE ME MEN a GO, MINE SEE US ME MINE ame ME MIS Will AW 0110 an ME � In y , C _ . n t F�l SOMME V _ . WED ., Tt= IL'- E RD n T a vm N ff3m 1 _ ti ej FT (DFT o t T � m ace m m C0 � "il r� 3 CA N QCD o o m z c o < c ; Q oC v_ -o G7 w Cp CD Q R C N O X Z O Z Q0 W O .O-. � c/ MMI CCDD N _<. O o D w m cn m (w C, o co 3 CD m cn ( ME v co m=3 CD Q CD z Zm � o � � ® za � U X Br � CD O N � No m N � 00N m m c can rn D D m< 0 rPENNINE 00 z L � I II II ' I II I II II II II - - - - - - - - - - II - - � II II I 1 I � II I I D II v I I ' (D I I � I I � I I I I I I � I I � I I I i I I � I � I I I I , � I , � I z I o co z I 0 c � r I 1 I I 07 N CDcf) m m o � � o m z O o c * Qo orb -1 o cfl � N x v X . Z N � N `� CD M � 3 v Cn N < croon o ., _ v 2 00m CD co nD CD m m cn ono G m v � � cu zm � cm © Z � a Z � > oCD N (D M Q W N n _ co 0 Z a � � Z 0 � � Oz LnCD N CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name : Baron Subdivision Date : Applicant ( s ) /Contact(s ) : Kent Brown , Matt Riggs City Staff: Stephanie , Bill , Scott C . , Joe B . , Scott A . , Ryan , Brian , Denny Stacy , Kim W . Location : NEC of Black Cat and Chinden Size of Property : 21 . 58 Comprehensive Plan FLUM Designation : MU -C Existing Use : Undeveloped Existing Zoning : C - C , R- 15 Proposed Use : Multifamily (sing lec�family and duplex units on one parcel ) , Commercial along western boundary , closed storage interior to site Proposed Zoning : C - C , R- 15- Surrounding Uses : North : Tree Farm Sub . zoned R- 8 and W . Tree Crest Dr. ; South : W . Chinden Blvd ( SH ) and Trilogy Sub . No . 1 , zoned R- 8 ; East : Rockbury Church , zoned C - N ; N . Black Cat ( arterial ) and future Fairbourne Sub . Street Buffer( s ) and/or Land Use Buffer(s ) : 35400t landscape buffer required along Chinden ; 20 -foot required along Black Cat Open Space/Amenities/ Pathways : 10 % open space ; 2 qualified site amenities ; 10 -foot multi - use pathway along Chinden ; Multi -family specific use and open space requirements in UDC 114 - 3 -27 and UDC 11 -3G -3 Access/Stub Streets : 2 accesses proposed via Black Cat , stub to W . Tree Crest Way , emergency access to east Waterways/ Floodplain/Topography/Hazards : N /A History : DA Inst . 10651218 ; DA Inst . 10702555 ; MI 07 -004 , DA Inst . 107141993 , Additional Meeting Notes : - need turn -around at NW corner of site drive aisle is over 1504eet (~ 180 ' ) - may newprovide proportionate share of intersection at Black Cat and Chinden ( coordinate with ITD ) - coordinate with ITD and ACHD regarding TIS - be mindful of "thoughtful integration " , trails , crossings , pedestrian connections and usability of commercial to residents , " age in place " idea would likely be embraced by surrounding neighborhoods - Suez Water will be servicing the site — coordinate with Public Works ( land development) - coordinate with Al Christy in Public Works regarding street lights required along Chinden (208489 - 0352 ) - SFR parking standards , will want to supply more parking to accommodate visitor parking - Noise abatement required for residential along W . Chinden Blvd . / SH -20/26 — UDC 11 -3H -4D - concept plan , open space exhibit , pedestrian connectivity exhibit and elevations of units required - coordinate with Building Dept . (208 -887 -2211 ) regarding required building setbacks - coordinate with Joe Bongiorno in MFD regarding emergency access (208 -489 -0458 ) 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 and/or 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 ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application (s ) Required : ❑ Administrative Design Review ❑ Conditional Use Permit Modification /Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension — Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment — Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment — Text ® Preliminary Plat ❑ Variance ❑ 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 . /e5x k4Lk7 LJ 511 {Y' 1 6001 Cl V4 Address Verification Complete Inbox X noreply@meridiancity. org < noreply@meridiancity . org > to me , tricks , rbeecroft Address verification is complete for record LDAV-2020 - 0051 Project : Detached Baron Black Cat Subdivision Parcel (s ) : Comments : R7219170103 R7219170214 SO422336150 SO422336200 City of Meridian 33 E . Broadway Ave . , Meridian , Idaho 83642 Phone : 208 - 888 -4433 www. meridiancity. org All e - mail messages sent to or received by City of Meridian e - mail accounts are subject to the Idaho law , in regarc Reply Reply all Forward COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC ) 11 - 5A - 5D , the applicant for all applications requiring a public hearing ( except for a UDC text amendment , a Comprehensive Plan text amendment and/or vacations ) shall post the subject property not less than ten ( 10 ) days prior to the hearing . The applicant shall post a copy of the public hearing notice of the application( s ) on the property under consideration . . The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7 ) days prior to the public hearing attesting to where and when the sign ( s ) were posted . Unless such Certificate is received by the required date , the hearing will be continued . The sign ( s ) shall be removed no later than three ( 3 ) days after the end of the public hearing for which the sign ( s ) had been posted . I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11 - 5A - 5 . Applicant/agent signature Date Community Development ■ Planning Division ■ 33 E . Broadway Avenue, Ste . 102 Meridian, Idaho 83642 Phone : 208 - 884- 5533 Fax : 208 - 888 - 6854 www . nierldiancity . org/planning Private Street Maintenance Agreement The undersigned , being the owner ( s) of real property as set forth on the Attached Exhibit on which property is an existing private street for Detached Baron Black Cat Subdivision , Meridian , Ada County , Idaho , in consideration of the following agreements herein contained , agree as follows : Any of the undersigned , or their agents or assigns , shall be permitted to do any and all maintenance or improvements that such person deems acceptable to said road and at any reasonable time . The person or persons performing the maintenance or improvements shall provide for, or cause to be provided , all equipment , labor, and materials required for the maintenance and improvements to the road that such person deems appropriate and at the sole expense of the person performing said work . The person performing such maintenance or making the improvements shall be solely responsible for the cost of such maintenance or improvements and agrees to timely pay all expenses associated therewith and to hold the other owners or users to this agreement harmless from any mechanic ' s or labor liens or encumbrances as a result of said improvements or maintenance . Any alterations , improvements or maintenance performed on the road shall result in road being in at least as good a condition when completed as when the work was commenced . No party to this agreement has the right or authority to bind any other party to this agreement to any expense for such maintenance without such party ' s written consent . The undersigned may terminate this agreement and execute or enter into a subsequent agreement or declaration that provides for the maintenance of the private streets within the property . 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