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Application Materials V1
EN?IDIAN,- Type of Review Requested Hearing Applicant Information Planning Division HEARING APPLICATION File number: H-2021-0036 Assigned Planner: Joseph Dodson Related Files: Applicamname: JANE SUGGS, GEM STATE PLANNING Phone: Applicant address: 9840 W. OVERLAND ROAD, SUITE 120, BOISE, ID 83709 Email: Jane@gemstateplanning.com Owner name: Owner address: Phone: Email: Fax: Agent name (e.g. architect, engineer, developer, representative): JANE SUGGS Firmname: GEM STATE PLANNING Phone: Fax: Address: 9840 W. OVERLAND ROAD, SUITE 120 Email: Jane@gemstateplanning.com Contact name Contact address: Subject Property Information Location/street address: Assessor's parcel number(s): S1236417204 Township, range, section: 3N1 W36 Project Description Project/ApplicationName: Briar Ridge Subdivision - MDA, PP, RZ Phone: Email: Fax: Rezone of 40.99 acres of land from R-4 to the TN-R (Traditional Neighborhood Residential) zoning district; a Description of work: Preliminary Plat consisting of 227 building lots and 40 common lots on 38.86 acres; and a Development Agreement Modification to update the concept plan per the existing requirements outlined in the DA provisions from the South Meridian Annexation (2015). 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208) 888-6854 • Website: www.meridaincity.org 1 Application Information APPLICATION TYPES Is this application exempt from fees?: No Development Agreement Modification - MDA: CHECKED Preliminary Plat - PP: CHECKED Rezone - RZ: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0259 TYPE OF USE PROPOSED Single -Family Detached: CHECKED Townhouse: CHECKED PROPERTY INFORMATION General Location: Hwy 69, betw. Amity and Lake Hazel Current Land Use: County Ag Total Acreage: Plat - 38.86; AZ - 40.99 Prior Approvals (File Numbers): H-2015-0019 Traffic Study Required per ACHD: Yes Has a traffic study been accepted by ACHD: Yes ZONING DISTRICT(S) R-4: CHECKED FLUM DESIGNATION(S) Medium Density Residential: CHECKED Acreage - Medium Density Res: approx 19 acres Medium -High Density Residential: CHECKED Acreage - Medium -High Density Res: approx 19 acres PROJECT INFORMATION Site Plan Date (MM/DD/YYYY): 04/07/21 Landscape Plan Date (MMIDD/YYYY): 03/10/21 Elevations Date (MM/DD/YYYY): 5/5/21 Percentage of Site Devoted to Building: 51 % Percentage of Site Devoted to Landscaping: 20% Percentage of Site Devoted to Paving: 29% Who will own and Maintain the Pressurized Irrigation System in this Development: Briar Ridge HOA Irrigation District: Boise Project Primary Irrigation Source: MCBirney Lateral Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 0 Proposed Building Height: 40 Number of Residential Units: 227 Minimum Square Footage of Living Area (Excluding Garage): 1400 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208) 888-6854 • Website: www.meridaincity.org 2 Gross Density: 5.8 du/acre Net Density: 11.3 du/acre What was the date of your pre -application meeting?: 04/14/2021 What was the date of your neighborhood meeting?: 04/21 /2021 In Reclaimed Water Buffer: No PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: AZ / RZ ONLY TN-R: CHECKED Acreage - TN-R: 38.86 PLATS ONLY Number of Building Lots: Number of Common Lots: Total Number of Lots: Minimum Lot Size: Average Lot Size: Area of Plat: Plat Date (MM/DD/YYYY): QUALIFYING OPEN SPACE Open Grassy Area (min. 50' x 100'): Collector Street Buffer(s): Arterial Street Buffer(s): Other Qualified Open Space: Acres of Qualified Open Space: Percentage of Qualified Open Space: QUALIFYING SITE AMENITIES Picnic Area: Children's Play Structure: Walking Trails: TIME EXTENSION INFORMATION Number of months extension: APPLICATION DISCLAIMER I have read and accept the above terms: Your signature: MISC 227 47 274 2082 3833 38.86 04/07/21 CHECKED CHECKED CHECKED Path along Hwy 69 4.52 acres 11.8% CHECKED CHECKED CHECKED 24 CHECKED Jane Suggs Is new record: Y 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208) 888-6854 • Website: www.meridaincity.org 3 Gem State Planning, LLC May 5, 2021 Mr. Caleb Hood, Planning Division Manager Mr. Joe Dodson, Associate City Planner City of Meridian 33 E. Broadway Ave., Suite 102 Meridian, Idaho 83642 Subject: Briar Ridge Subdivision Applications for Rezone, Development Agreement Modification & Preliminary Plat Dear Mr. Hood and Mr. Dodson: On behalf of Challenger Development, please accept the attached applications for the development of the Briar Ridge Subdivision, located on the west side of Meridian Road/Hwy 69, between Amity Road to the north and Lake Hazel Road to the south (3N, 1W, Section 36). Briar Ridge Subdivision will include 123 detached single family homes and 104 attached townhomes (227 total dwelling units) on 38.86 acres, for a density of 5.8 du/acre. History The 2 parcels that comprise Briar Ridge were annexed into the City of Meridian in 2015, as part of the annexation of large number of properties in the area. The Briar Ridge parcels were annexed with a Development Agreement (DA) and a R-4 (Medium -Low Density Residential) zoning designation; and with an expectation that future development of the parcels would follow the Meridian ordinances and Comprehensive Plan at the time of development. Development would require the DA to be modified with an amendment. Rezone The current Meridian Comprehensive Plan designates the northern half of the property to be Medium Density Residential (3-8 du/acre) and the southern half to be Medium -High Residential (8-12 du/acre). After many discussions with City staff and with the recognition of our traditional gridded streets and mix of lot/housing types, we are requesting to rezone the property to TN-R or Traditional Neighborhood Residential district. This zoning designation provides "a variety of residential land uses including attached and detached single-family residential, duplex, townhouse, and multifamily'. This zone promotes open space and pedestrian activity with attractive streetscapes. The UDC notes a minimum density of 6 du/acre. Our proposed density of 5.8 du/acre is very close and can be rounded up per the Comprehensive Plan allowance. The TN-R district is appropriate, not only because of the mix of housing types or the design, but also because of the location of the development adjacent to Hwy 69 — a potential transit corridor, and due to the commercially zoned (C-G) property to the south. 9839 W. Cable Car Street, Suite 101, Boise, Idaho 83709 The time is right for this property to be developed. The Prevail Subdivision, located to the northeast, was approved by the City of Meridian in 2020 and is currently under construction. Shafer View Terrace, just across Hwy 69 from Briar Ridge is currently being considered for development by the Meridian City Council. Apex Subdivision, approved by the City of Meridian in 2020, clearly establishes this southeast area of Meridian to be appropriate for development. Preliminary Plat As noted previously, there are 123 single family detached home lots planned for the north and western portions of the development. Thirty two (32) of the 123 detached home lots are alley loaded (26%). The 104 attached townhome lots are in the southern portion of the property, next to the Hwy 69 and the neighboring commercially zoned property. The townhome lots are all served by alleys. The townhomes on Block 17 and Block 18 will face green space ("mews') instead of a street. We have also added additional parking spaces within the townhome blocks. The parking spaces are accessed via the alleys. The townhome blocks include mid -block pathways. All lots in Briar Ridge will meet the dimensional standards for the TN-R zone (UDC 11-2D-6). Landscaping, Open Space and Amenities Landscaping is an integral part of Briar Ridge. Over 20% of the development is common area and the useable open space is 4.52 acres or 11.8% of the site. We have included an open space exhibit with our application. Briar Ridge streets have detached sidewalks that allow an 8' wide planting strip for street trees. A 2-acre park will serve all residents and will include a playground and picnic shelter; plus, over an acre of lawn for open play. We have also included gazebos/pergolas on Blocks 17 and 18, as convenient gathering spaces for townhome residents. A tree lined buffer runs along W. Quartz Creek Street, a mid -mile collector street. And a 10' wide pathway and noise wall will be constructed along the Hwy 69 frontage. That 10' pathway will continue into Briar Ridge Subdivision and connect to the neighborhood park. This pathway follows the route of the McBirney Lateral that is being enclosed in pipe. Streets and Utilities Most internal streets will be constructed to meet ACHD standards and will be 33' wide b/c-b/c in a 47' right of way. Since W. Celestine Ave. has houses on only one side, the street will be constructed with 28' b/c-b/c in a 42' right of way. W. Quartz Creek Street will be constructed as of a collector, plus 12' of pavement. W. Howlite Street will be constructed along the south 9839 W. Cable Car Street, Suite 101, Boise, Idaho 83709 boundary, adjacent to the townhomes. Howlite Street and the Ametrine Way stub street will provide access to the commercial uses to the south when that property develops. We have extended a 26' wide portion of W. Howlite Street to connect to Hwy 69. This connection will provide emergency access to Briar Ridge until the surrounding properties develop. Potable water will be extended to the site from Amity Road (or picked up in E. Quartz Creek Street at S. Keara Ave. in the Prevail Subdivision). Over 1000' of offsite sewer will be constructed to serve Briar Ridge Subdivision. Pressure irrigation will be provided to all lots. As noted previously, the McBirney Lateral will be re-routed and enclosed in pipe. A Traffic Impact Study was prepared by Kittelson and Associates. The study has been accepted by ACHD and ITD. Neighborhood Meeting A virtual neighborhood meeting was held on December 8, 2020, at 6 pm. Mr. Jay Story was the only attendee. Mr. Story represented the owners of the property just south of Briar Ridge. That neighborhood meeting expired, and a second virtual neighborhood meeting was held on April 21, 2021, at 6 pm. No one attended the second neighborhood meeting. Summary The time is right to develop the Briar Ridge property. Properties in the vicinity are already approved for development or awaiting approval. Briar Ridge is planned as a Traditional Neighborhood Residential development, with a mix of housing types, substantial open space, and exceptional landscaping. We look forward to working with you and your staff through the approval process. Please contact me if you have questions about the proposed Briar Ridge subdivision or our applications. Sincerely, Q� J e Suggs cc: Shawn Brownlee, Trilogy Development 9839 W. Cable Car Street, Suite 101, Boise, Idaho 83709 ACCOMMODATION RECORDING TitleOne a title & escrow co. Order Number: 21408083 For Value Received, ADA COUNTY RECORDER Phil McGrane 2021-050796 BOISE IDAHO Pgs=3 NIKOLA OLSON 03/31/2021 09:00 AM TITLEONE BOISE $15.00 Warranty Deed JAL Investments LLC, an Idaho limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, Endurance Holdings, LLC, an Idaho limited liability company, whose current address is 1977 E Overland Rd, Meridian, ID 83642, the Grantee, the following described premises, in Ada County, Idaho, To Wit: EXHIBIT "A" ATTACHED HERETO AND MADE APART HEREOF TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Remainder of this page intentionally left blank. Order Number: 21408083 Warranty Deed (4-09) - Page 1 of 2 Dated: 3 -29t - Z.092 f JAL Investments LLC, By: John A. Laude Sr., State of Idaho, County of company On this 29 day of March, 2021, before me, the undersigned, a Notary Public in and for said State, personally appeared John A. Laude Sr., known or identified to me to be a Manager of the limited liability company that executed the within instrument and acknowledged to me that he executed the same for and on behalf of said limited liability company and that such limited liability company executed it. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. (M Notary Public for Idaho Aa My Commission Expires: �.``s�1� LA.Qawr�1��s 4S" °Nesq°•s V •i 0a . N°• sod E+ • �O'TAft °•q~OFF 004•``�• Order Number: 21408083 Warranty Deed (4-09) - Page 2 of 2 Exhibit A The Northeast quarter of the Southeast quarter of Section 36, Township 3 North, Range I West of the Boise Meridian, Ada County, Idaho. Excepting therefrom: A parcel of land conveyed to the State of Idaho, Idaho Transportation Department by and through the Idaho Transportation Board by Warranty Deed recorded as Instrument No. 96037335, records of Ada County, Idaho, being on the Westerly side of the centerline of State Highway No. 69, Project No. STP- 3782(101) Highway Survey as shown on the plans thereof now on file in the office of the Idaho Transportation Department, and being a portion of the Northeast quarter of the Southeast quarter of Section 36, Township 3 North, Range I West, Boise Meridian, described as follows, to -wit: Beginning at the East quarter comer of Section 36, Township 3 North, Range I West, Boise Meridian, said point lying 1.I2 feet left of Station 301+51.35; thence North 89°06'58" West a distance of 65.00 feet to a point, said point lying 66.12 feet left of Station 301+52.04;thence South 0105'08" East a distance of 602.46 feet to a point, said point lying 65.00 feet left of Station 295+50; thence South 2° 12'18" West a distance of 250.20 feet to a point; said point lying 75.00 feet left of Station 293+00; thence South 0°05'08" East a distance of 300.00 feet to a point, said point lying 75.00 feet left of Station 290+00; thence South 3° 13'30" East a distance of 182.59 feet to a point, said point lying 65.00 feet left of Station 288+17.68; thence South 89°05'41" East a distance of 65.01 feet to a point, said point being Station 188+17.13; thence North 0005108" West a distance of 1344.80 feet to the Place of Beginning. ADA COUNTY RECORDER Phil McGrane 2021-054227 ACCOMMODATION RECORDING BOISE IDAHO Pgs=3 KRISTINA LOWRY 04/05/2021 04:03 PM TITLEONE $15.00 For Value Received, Heartland Townhomes Property Management, LLC, an Idaho limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, Endurance Holdings LLC, an Idaho limited liability company, whose current address is 1977 E Overland Rd, Meridian, ID, 83642, the Grantee, the following described premises, in Ada County, Idaho, To Wit: Legal Description attached as Exhibit A TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all Iawflaims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: Arr:i 5,2oa Heartland T By: John A. Laude Sr., Warranty Deed Page 1 of 2 Management, LLC, an Idaho limited liability company State of Idaho, County of Ada, ss. On this day of April, 2021, before me, the undersigned, a Notary Public in and for said State, personally appeared John A. Laude Sr., known or identified to me to be a Manager of the limited liability company that executed the within instrument and acknowledged to me that he executed the same for and on behalf of said limited liability company and that such limited liability company executed it. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. l n '-/ �7- - Notary Public for Idaho My Commission Expires: to Warranty Deed Page 2 of 2 ge ?� 4••0p. No. SO•• ,•� • t40TARI,�P*9 � '•��` "UBL1Co:` • A parcel of land located in the Southeast 1/4 of the Northeast 1/4 of Section 36, T.3N., R.1 W., B.M., City of Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the East 1/4 corner of said Section 36 from which Southeast corner of Section 36 bears South 00005'08" East, 2669.88 feet; thence on the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 89°21'32" West, 33.00 feet to the REAL POINT OF BEGINNING; thence continuing on said South boundary line, North 89°21'32" West, 1,283.50 feet to the Center -East 1/16 corner of Section 36; thence on the West boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 00034'27" East, 20.00 feet; thence on a line parallel with and 20.00 feet North from the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, South 89021'32" East, 1,283.52 feet: thence leaving said parallel line, South 00037'38" West, 20.00 feet to the REAL POINT OF BEGINNING. Containing 0.59 acres, more or less. End of Description. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA I, Endurance Holdings LLC , Meridian (name) (city) being first duly sworn upon, oath, depose and say: 1977 E. Overland Road Idaho 83642 (address) (state) That I am the record owner of the property described on the attached, and I grant my permission to: Gem State Planning 9830 W. Cable Car Street, Suite 101, Boise, ID 83709 (name) (address) to submit the accompanying application(s) pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this e'tl— day SUBSCRIBED AND SWORN to before me the day and year first above written. •PRY .• pUB "• . a ;'�0� ���' •• (Notary Public for Idaho) s MY COMMISSION •; _ y EXPIRES 6-5-2022 __ /�I�� Residing at: 0'••`�Tq P�oati\ My Commission Expires: �����SS ON NUMg\��o\\�� ///11111110 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.org/planning landp oDATA IandproDATA PDF Vicinity Map b .n 1 r ake Hazel Road Full Gos el Q lavic Chu ch a 43°32-39.50" N 116023'16.80" W Nov 11, 2020 - IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 600 feet purposes only and do not constitute a legal document. DESCRIPTION FOR TN-R ZONE BRIAR RIDGE SUBDIVISION A parcel of land located in the Southeast 1/4 of the Northeast 1/4 and the Northeast 1/4 of the Southeast 1/4 of Section 36, T.3N., RAW., B.M., City of Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the Southeast corner of Section 36 from which the East 1/4 corner of said Section 36 bears North 00005'08" West, 2669.88 feet; thence North 00005'08" West, 1334.94 feet to the South 1/16 corner of said Section 36 and the REAL POINT OF BEGINNING; thence North 89012'25" West, 1,322.74 feet to the Southeast 1/16 corner of said Section 36; thence North 00°10'51" East, 1,331.37 feet to the Center -East 1/16 corner of Section 36; thence on the West boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 00034'27" East, 20.00 feet; thence on a line parallel with and 20.00 feet North from the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, South 89021,32" East, 1,317.53 feet to the centerline of State Highway No. 69, as shown on the right-of-way plans for Federal Aid Project No. STP-3782(101) on file in the office of the Idaho Transportation Department; thence on said centerline the following two (2) courses and distances: 378.93 feet along the arc of a curve to the left having a radius of 57,295.78 feet, a central angle of 00022'44" and a long chord which bears South 00"06'14" West, 378.93 feet; South 00005'08" East, 976.00 feet to the REAL POINT OF BEGINNING. Containing 40.992 acres, more or less. End of Description. N SCALE: 1=300' 0 75 150 300 600 i NO'34'27"E _ _20.00' _ S89'21'32"E 1317.53' 1/4 S.36 ' S.31 I W •. CTI D0 I I � U I I ; rh m I Zp I Z W wl TN-R ZONE o to o of ±40.992 ACRES .. o cn (n to CO O zl = ►0( ,l I Zlm N� �m CF) > a,Irn o DD � REAL POINT OF BEGINNING S1 /16 SE1 /16 N89'12'25"W 1322.74' - - - - - - 1334.94' T.3N S.36 : S.31 T.2N S.1 S.6 3 I.,.i ch Of �NNL LA 5� ENSF 11779 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BRIG. CHORD DIST. a s89°21'32"e 1317.53 00 LO N N t( O II II N LO n LO M O M O M O C O O O O V EJ2 M O (32 1322.74 n89°12'25"w y± J 2/14/2021 Scale: 1 inch= 200 feet File: TN-R Zone.ndp Tract 1: 40.9917 Acres, Closure: s09.3235w 0.04 ft. (1/126409), Perimeter=5347 ft. 101 e128.13 n522.92 07 s00.0508e 976 02 n89.1225w 1322.74 03 n00.1051 e 1331.37 04 n00.3427e 20 05 s89.2132e 1317.53 O6 Lt r=57295.78 delta=000.2244 chord=s00.0614w 378.89 DESCRIPTION FOR TN-R ZONE BRIAR RIDGE SUBDIVISION A parcel of land located in the Southeast 1/4 of the Northeast 1/4 and the Northeast 1/4 of the Southeast 1/4 of Section 36, T.3N., RAW., B.M., City of Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the Southeast corner of Section 36 from which the East 1/4 corner of said Section 36 bears North 00005'08" West, 2669.88 feet; thence North 00005'08" West, 1334.94 feet to the South 1/16 corner of said Section 36 and the REAL POINT OF BEGINNING; thence North 89012'25" West, 1,322.74 feet to the Southeast 1/16 corner of said Section 36; thence North 00°10'51" East, 1,331.37 feet to the Center -East 1/16 corner of Section 36; thence on the West boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 00034'27" East, 20.00 feet; thence on a line parallel with and 20.00 feet North from the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, South 89021,32" East, 1,317.53 feet to the centerline of State Highway No. 69, as shown on the right-of-way plans for Federal Aid Project No. STP-3782(101) on file in the office of the Idaho Transportation Department; thence on said centerline the following two (2) courses and distances: 378.93 feet along the arc of a curve to the left having a radius of 57,295.78 feet, a central angle of 00022'44" and a long chord which bears South 00"06'14" West, 378.93 feet; South 00005'08" East, 976.00 feet to the REAL POINT OF BEGINNING. Containing 40.992 acres, more or less. End of Description. N SCALE: 1=300' 0 75 150 300 600 i NO'34'27"E _ _20.00' _ S89'21'32"E 1317.53' 1/4 S.36 ' S.31 I W •. CTI D0 I I � U I I ; rh m I Zp I Z W wl TN-R ZONE o to o of ±40.992 ACRES .. o cn (n to CO O zl = ►0( ,l I Zlm N� �m CF) > a,Irn o DD � REAL POINT OF BEGINNING S1 /16 SE1 /16 N89'12'25"W 1322.74' - - - - - - 1334.94' T.3N S.36 : S.31 T.2N S.1 S.6 3 I.,.i ch Of �NNL LA 5� ENSF 11779 CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD BRIG. CHORD DIST. a s89°21'32"e 1317.53 00 LO N N t( O II II N LO n LO M O M O M O C O O O O V EJ2 M O (32 1322.74 n89°12'25"w y± J 2/14/2021 Scale: 1 inch= 200 feet File: TN-R Zone.ndp Tract 1: 40.9917 Acres, Closure: s09.3235w 0.04 ft. (1/126409), Perimeter=5347 ft. 101 e128.13 n522.92 07 s00.0508e 976 02 n89.1225w 1322.74 03 n00.1051 e 1331.37 04 n00.3427e 20 05 s89.2132e 1317.53 O6 Lt r=57295.78 delta=000.2244 chord=s00.0614w 378.89 Description for Briar Ridge Subdivision February 26, 2021 A parcel of land located in the located in the Northeast 1/4 of the Southeast 1/4 and the Southeast 1/4 of the Northeast 1/4 of Section 36, T.3N., R.1 W., B.M., City of Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the East 1/4 of Section 36 from which the Southeast corner of said Section 36 bears South 00°05'08" East, 2669.88 feet; thence North 89°21'32" West, 33.00 feet to the REAL POINT OF BEGINNING. thence continuing North 89°21'32" West, 32.01 feet to the West right-of-way line of State Highway No. 69, as shown on the right-of-way plans for Federal Aid Project No. STP-3782(101) on file in the office of the Idaho Transportation Department; thence on said West right-of-way line the following four (4) courses and distances: South 00°05'08" East, 602.31 feet; South 02'12'18" West, 250.20 feet; South 00°05'08" East, 300.00 feet; South 03'1330" East, 182.73 feet to the South boundary line of the Northeast 1/4 of the Southeast 1/4 of said Section 36; thence on said South boundary line, North 89'1225" West, 1,257.74 feet to the Southeast 1/16 corner of said Section 36; thence North 00°10'51" East, 1,331.37 feet to the Center -East 1/16 corner of said Section 36; thence on the West boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, North 00°34'27" East, 20.00 feet; thence on a line parallel with and 20.00 feet North from the South boundary line of the Southeast 1/4 of the Northeast 1/4 of said Section 36, South 89°21'32" East, 1,283.52 feet; thence leaving said parallel line, South 00°37'38" West, 20.00 feet to the REAL POINT OF BEGINNING. Containing 38.863 acres, more or less. End of Description. J � 44.2 ' S89-21_32"E 1283.52' C-E1/16--- __--- I I I �IM (,I ±38.86" _I V7) O r ZI 1 I 1 I I SE1 /16 N89'12725"W N SCALE: 1"=300' 0 75 150 300 600 IL1 1/4 N89'21'32"W to : 33.00' U I R.P.O.B. 0 I ICo I Ir*i I In O N III . 3 p D m p ACRES I _N29 o c 0 Ln o1N 0i0 N1 Iz M ,l co F IONm � D ly OI (n = (p Z) 4 O QD Z O 1 (o CI) � to o 10 oo I Fr I S3'13'30"E 182.73" 1257.74' T.3N S36 S31 T.2N S1 S6 3 i � or LINE TABLE LINE BEARING LENGTH L1 N89'21'32"W 32.01 L2 NO'34'27"E 20.00 DAHO 1450 E. WA ERTOWER SI 21. SURVEY ME'RD'IAN. IDARD 1-12 GROUP, LLC INS)84 570 I EXHIBIT DRAWING FOR 1 17-345 BRIAR RIDGE SUBDIVISION SHEET N( LOCATED IN THE HE 1/4 OF THE SE 1/4 AND THE SE 1/4 OF THE HE 1/4 OF SECTION 36 T.W. RAW. B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO 2/28/2021 CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: Briar Ridge, 4tn Pre-app (confirming layout and design) Date: 4/14/2021 Applicant(s)/Contact(s): Jane Suggs, Shawn Brownlee, David Bailey City Staff: Joe D., Bill Parsons Location: West side of S. Meridian Rd. lust south of/z mile mark (S1236417204 & S1236142390) Size of Property: 38.5 ac. Comprehensive Plan FLUM Designation: MDR (3-8 du/ac) in northern most area; MHDR (8-12) in southern portion. Existing Use: Residential/Ag Existing Zoning: R-4 Proposed Use: Residential (SF and MF) — detached & attached units with some alley -loaded product Proposed Zoning: TN-R Surrounding Uses: Residential/ Vacant to the North; Residential to the East, South, and West. Commercial zoning to the South but . Street Buffer(s) and/or Land Use Buffer(s): 35' buffer to Meridian Road (entryway corridor); 20' buffer to any collector roadways. Open Space/Amenities/Pathways: Min. 10% open space; Minimum two (2) amenities are required to meet 11-3G-3 standards; Additional open space and amenities are required for Multi -Family (refer to UDC Specific Use Standards 11-4-3-27); a 10' detached Multi -use pathway will be required along Meridian Road, an arterial street; work with Kim Warren (208-489-0553) from the Parks Department about this requirement and any additional micro -pathway connections. Access/Stub Streets: Access to Meridian Rd is proposed where future Collector street is shown on the MSM; a RIRO access at SEC to Meridian Rd is also proposed for emergency -only access. Updated TIS will be required—ITD recommends submitting ASAP. Proposed collector -street at northern boundary may need to be signaled. Staff has some concerns over Meridian Road being singular access into development. It does meet code due to additional proposed access to Meridian Rd but response times may be significantly impacted if an accident were to occur north of this property on SH 69. Recommend discussing within narrative. Waterways/ Floodplain/Topography/Hazards: McBirnev Lateral runs through property. Minor topography exists on the proposed parcel. History: Part of "South Meridian Annexation;" H-2015-1670 (DA Inst. #2016-007070; Rock Contractors Inc.); First DA modification is at no cost to Applicant. First Rezone application is at no cost to Applicant so long as proposed subdivision is not requested with existing zoning. Additional Meeting Notes: Your narrative must discuss how developing this property at this time constitutes orderly development and how it works with surrounding parcels that are vet undeveloped. You will be requesting a rezone application and City Council has authority to deny that request based on stating it is not the right time for the City. There is no guarantee that City Council will approve higher density on this parcel at this time. • Any access points to SH 69 will need to be justified through your TIS; Staff recommends to work out any issues prior to submitting to the City for your applications. • Quality of all proposed open space will be reviewed heavily, not just the proposed amount. • Highly recommend submitting parking plan with submittal. Show adequate quest parking for both SF and ME • Including pedestrian circulation plan is also important —it should show integration of all residential uses as well as to future mixed -use site to the south and multi -use pathway along SH 69. Staff recommends micro -path connections from SF and MF to the required multi -use pathway. • Request for TN-R zoning district is supported by Staff as well as this revised layout. Staff appreciates the thoughtful redesign and attention to previous Staff comments. FIRE — Submit phasing plan upon application submittal to ensure adequate fire access. • If any buildings are over 30' in height, minimum width of drive aisles/streets are 26 feet wide. Police — See comments from previous meetings. SewerMater — • Obtainina sewer to this oroaerty should not be a concern — Staff will reauire "to-and-throuah" of mains to Darcel to the south to serve that area north of the Rawson Canal; further questions regarding sewer should go through Tyson Glock (208-489-0358). • Water main will have to be extended approximately 800' from the east into this property from end of future line from Prevail Sub. per PW comments. Property south of Quartz Creek may also be requesting Annexation shortly as well but no application has been submitted at this time. If the timing is right, they may be required to continue the water main west and tie into Meridian Road. Work with Kyle Radek regarding any questions about this extension. (208-898-5500) If any major redesign occurs, please reach out to the Planning Department to ensure an additional Pre-app is not needed. Note: A Traffic Impact Study (TIS) will be required byACHD 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. CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Other Agencies/Departments to Contact: Ada County Highway Dist. (ACHD) ❑ Settler's Irrigation District X Parks Department — Kim ❑ Idaho Transportation Dept. (ITD) ❑ Police Department Warren ❑ Republic Services ❑ Fire Department ❑ Other: ❑ Central District Health Department X Public Works Department —Any Sewer or ❑ Nampa Meridian Irrigation Dist. (NMID) Water issues. Application(s) Required: ❑ Building Department ❑ Administrative Design Review ❑ Alternative Compliance ❑ Conditional Use Permit Modification/Transfer X Rezone ❑ Annexation X Development Agreement Modification ❑ Short Plat ❑ City Council Review ❑ Final Plat ❑ Time Extension — Council ❑ Comprehensive Plan Amendment— Map ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment —Text ❑ Planned Unit Development ❑ Vacation Conditional Use Permit X Preliminary Plat ❑ Variance ❑ 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 and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. Briar Ridge Virtual Neighborhood Meeting Tuesday, December 8, 2020 6 pm Name Address Email / Phone 1.Jay Story 104 S. Capitol Blvd, Suite 201, Boise story(a,storycommercial.com 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 1/3/2019 Taunton Group, LLC Mail - FW: Briar Ridge Subdivision Name Reservation KA M(;"k- FW: Briar Ridge Subdivision Name Reservation 1 message Shawn Brownlee <shawn@trilogyidaho.com> To: Bob Taunton <bobtaunton@tauntongroup.com> :.• Bob Taunton <bobtaunton@tauntongroup.com> Below is the Ada County Briar Ridge sub name approval email. Deed attached. Thanks, A L GY DEVELOPMENT Shawn Brownlee 9839 W. Cable Car St Suite 101 Boise, ID 83709 (208) 895-8858 office (208) 860-8371 cell (208) 895-0714 fax From: Sub Name Mail [mailto:subnamemail@adaweb.net] Sent: Friday, August 3, 2018 10:04 AM To: Shawn Brownlee Subject: Briar Ridge Subdivision Name Reservation August 3, 2018 Thu, Jan 3, 2019 at 2:00 PM Greg Carter, Idaho Survey Group Shawn Brownlee, Trilogy Idaho https:gmail.goog le.com/mail/u/O?ik=e85694a832&view=pt&sea rch=a II&permthid=thread-f%3Al621674472483333612&si m pl=msg-f%3A l 6216744724... 1 /3 113/2019 Taunton Group, LLC Mail - FW: Briar Ridge Subdivision Name Reservation RE: Subdivision Name Reservation: BRIAR RIDGE SUBDIVISION At your request, I will reserve the name Briar Ridge Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction, or the conditions of approval have not been met, in which case the name can be re -used by someone else. Sincerely, Jerry L. Hastings, PLS 5359 County Surveyor Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fax From: Shawn Brownlee [mailto:shawn@trilogyidaho.com] Sent: Wednesday, July 25, 2018 5:54 PM To: Sub Name Mail Subject: Subdivision name reservation Trilogy Development would like to reserve the subdivision name "Briar Ridge" located at S. Meridian Rd , Meridian, ID. The parcel # is S1236417204, SEC 36 3N 1 W. Developer -Trilogy Development Owner- Viper Investments LLC Surveyor- Idaho Survey Group, Gregory Carter TRILOGY https:Hmai 1.google.com/mail/u/O?ik=e85694a832&view=pt&search=all&permthid=thread-f%3A1621674472483333612&si mpl=msg-f%3A16216744724... 2/3 1 /312019 Taunton Group, LLC Mail - FW: Briar Ridge Subdivision Name Reservation Shawn Brownlee 9839 W. Cable Car St Suite 101 Boise, ID 83709 (208) 895-8858 office (208) 860-8371 cell (208) 895-0714 fax 2016007586.pdf 370K https:llmail.google.com/mail/u/O?ik=e85694a832&view=pt&search=a I I&permth id=thread-f%3Al 621674472483333612&simpl=msg-f%3A16216744724... 3/3 Jane Suggs From: Paige Bankhead <pbankhead@achdidaho.org> Sent: Friday, November 13, 2020 3:42 PM To: Sonia Daleiden; Erika Bowen; Mindy Wallace Cc: Bridger Helm; Jane Suggs; Shawn Brownlee Subject: RE: Briar Ridge Development TIS Hi Sonia, Thank you! The tracking number is MPP20-0036. Have a great weekend! Paige Bankhead, E.I. Planner II Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 i� &.%~. rtcw to 5 h ta-tu ACHD Development Services is open for business at our new location at 1301 N. Orchard Street, Suite 200 in the CSC building. Parking and building entrance are located on west side of building. From: Sonia Daleiden <sdaleiden@kittelson.com> Sent: Friday, November 13, 2020 3:09 PM To: Erika Bowen <Erika.Bowen@itd.idaho.gov>; Mindy Wallace <Mwallace@achdidaho.org>; Paige Bankhead <pbankhead@achdidaho.org> Cc: Sonia Daleiden <sdaleiden@kittelson.com>; Bridger Helm <bhelm@kittelson.com>; Jane Suggs <jane@gemstateplanning.com>; Shawn Brownlee <shawn@trilogyidaho.com> Subject: Briar Ridge Development TIS [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE THIS EMAIL.] CAUTION: This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Hi Erika, Mindy, and Paige, Please see the link below for an electronic submittal of the Transportation Impact Study for the proposed Briar Ridge development located on SH 69 near Quartz Creek Road. Please let us know if you need anything further to begin your review. 25018 TIS FINAL. Mindy/Paige — if you could please reply with ACHD's tracking number I will call to pay the review fee. Thank you and have a nice weekend! Regards, Sonia Sonia Hennum Daleiden, PE PTOE Please note, although working remotely in response to COVID-19, Kittelson is fully operational. Please connect with us before sending hard copy mail. Visit our website for more information. Ilittalcnn A 4ccnr^intnc In Transportation Engineering / Planning 101 South Capitol Boulevard, Suite 600 Boise, ID 83702 208.472.9803 (direct) 208.850.4073 (cell) SITE CONSULTING, LLC Trilogy Development Mr. Shawn Brownlee November 30, 2018 9839 West Cable Car Street, #101 Page 1 of 28 File 18199-A Boise, Idaho 83709 Re: Geotechnical Recommendations Proposed Rock Contractor Subdivision West Side of Meridian Road Between Amity Road and Lake Hazel Road Meridian, Idaho 1.01O mi l As per your authorization, on September 6, 2019, SITE personnel logged and sampled twelve test pits at your proposed Rock Contractor Subdivision development on the west side of South Meridian Road, between Amity and Lake Hazel Roads, in Meridian, Idaho. It is assumed, based upon the provided Conceptual Plan, that the proposed subdivision will include public right of ways and approximately over 130 lots for single-family residences, and an apartment completed with up to 16 multi -unit buildings. Based upon our research, observations, and laboratory test results, the site is acceptable for the proposed residential subdivision development. Recommendations for construction are included herein. Previously published groundwater data and pavement section recommendations are included herein so that this report addresses all geotechnical concerns. We appreciate this opportunity to be of service. Please contact our office if additional information or services are required. Respectfully submitted, Bob J. Arnold, PE SITE Consultinc 5*_q 208-440-6276 * bjarnoldpe@msn.com * Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC INVESTIGATION & RESEARCH General At the time of our field investigation, the site was firm and stable allowing complete access with the backhoe and drilling equipment. Access was gained from Meridian Road and from the property to the south. During our initial September 6, 2018 site exploration, SITE observed the excavation of twelve test pits at locations intended to provide full coverage of the subject property. A tax parcel # of S1236417204 was located for the ±38-acre property on the Ada County Assessor's website. Test pit logs and an aerial photo with approximate test pit locations are included in the Appendix. A review of historical aerial photos, available on Google Earth, reveal that this undeveloped parcel has historically be used as pasture land or farmland. No evidence of prior buildings or site improvements was observed in this record that extends back to 1982. During our initial field exploration, the basalt bedrock formation was encountered in eleven of twelve test pits between two and fifteen feet deep. Test pit #4 in the northeast corner of the property did not contact the basalt formation in the 15' explored. In order to assess the bedrock, on November 26 & 30, 2018, a rock profile study was undertaken. Superior Blasting was utilized to drill the proposed sewer main on 100-foot centers and both ends of each infiltration facility. This data is reported in the Appendix. In general, the topsoil layer consists of silt & sand with only one test pit sample containing lean clay. All other surface samples tested as low plasticity elastic silt or non - plastic. A cemented silt / sand layer was encountered below the topsoil and extends to the basalt bedrock formation. Rock was encountered as shallow at two feet below the existing ground surface. No groundwater was encountered on this property. Well logs for Section 36, township 3 north, range 1 east were reviewed on the IDWR website. A total of six nearby well logs were selected and have been included in the Appendix. These logs indicate groundwater is 90-130 feet deep and therefore will not impact or be impacted by the planned construction. 208-440-6276 * bjarnoldpe@msn.com (2) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC RECOMMENDATIONS Site Work Grubbing depths of up to 2 to 4 inches can be anticipated to remove most organic materials. Roots may exist as deep as 1.5 feet below the ground surface where large trees and ditches are or were located. Therefore, stripping depth is to be adjusted in the field at the time of construction. Excavations caused by grubbing of ditches or over excavation of soft or wet areas are to be backfilled with structural fill. All subgrade soils present in the test pits can be used as structural fill on building lots and within right of ways. If encountered, blending clay surface soils with onsite non -plastic soils, or imported sand and gravels will improve surface drainage. Compaction of any fill placed within building pads or right of ways must exceed 95% of the maximum dry density as determined by Standard Proctor testing. It should be anticipated that the Meridian City Engineering and / or Building Department will request these test results prior to or at the time of home construction. Structural fill must pass compaction testing and visual inspection for stability. Fill that passes compaction but is observed to rut or deflect under construction traffic is to be rejected Pavement Sections Samples of the near surface sandy silt and silty sand soils were gathered from across the site. Two samples, (TP1 and TP4) were selected and sent to a specialty soil lab for R-Value Testing. Results from Pavement Engineering Inc. are attached and indicate an R-Value of R>20 was obtained on the submitted samples. Based upon this value, and traffic Index of TI=6 for residential streets and TI=10 for Meridian Road, pavements sections have been calculated by ACHD method. All materials and methods used in the construction of streets and sidewalks are to comply with ITD & ACHD requirements. Street Type Residential (TI=6) Meridian Road (TI=10) HMA 2.5 4.0 %" Base 4.0 4.0 Subbase 10.0 17.0 It is noted that ITD or ACHD may require a specific design with onsite samples for improvements to Meridian Road. The assumed R-Value is to be confirmed with the jurisdictional agency. 208-440-6276 * bjarnoldpe@msn.com (3) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Residential Foundation System The proposed single-family residential structures may be supported on conventional, continuous, and isolated pad foundations founded upon the native soils or upon structural fill extending to these soils. Based upon proper placement and compaction of structural fill, bearing pressures of up to 1500 psf are allowed for foundations founded on the native soils or upon properly placed and compacted structural fill. Either crawlspaces or slab on grade floors are acceptable. Foundation drains are not required in this development. Foundations outside crawlspaces are to be sealed with spray or brush on foundation mastic. Basements are not allowed without additional engineering to address bedrock concerns. Slab on Grade Concrete Care must be taken so that all excavations below both interior and exterior slab on grade concrete are properly backfilled in accordance with the structural fill recommendations. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Areas of excessive yielding should be excavated and backfilled with structural fill. Any fill used to increase the elevation of slab on grade concrete should meet the requirement for structural fill. Slab on grade floors, sidewalks and pavements should be placed atop a mat of at least 0.5 feet of granular structural fill materials. This depth is to increase to one foot when concrete is to be placed over clay soil. This is required to prevent seasonal heaving of sidewalks, patios, and driveways. Mat material should all pass a 3/4-inch sieve and should contain less than twelve percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. Storm Water It is recommended that storm runoff be directed away from all open excavations and not be allowed to puddle on subgrade soils. Infiltration facilities will require drilling and blasting of the basalt formation. Percolation rates are to be measured at the time of construction, after blasting and excavation. Based upon historical performance on similar projects, SITE recommends a maximum percolation rate of P=4 inches per hour and a drain time of four hours for design. 208-440-6276 * bjarnoldpe@msn.com (4) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Inspection & Testing A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. Testing should be performed in accordance with ASTM Test Methods D3017-88 and D2922-91 (nuclear densometer). For mass filling, field nuclear moisture - density testing shall be performed on each lift of compacted fill for on each filled lot or building pad. Trench backfill and right of ways are to be tested to ACHD / ISPWC requirements. It is noted that structural fill can pass compaction tests and still be unacceptable if pumping, rutting, or deflecting under vehicle or foot traffic. General Comments After the plans and specifications for construction are completed, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This review is a part of this service and will not result in additional invoicing unless additional research and recommendations are needed. Testing and inspection services are recommended herein. Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm proper demolition, subgrade grubbing, subgrade stability, and proper placement and compaction of fills. Any deviations from the herein described subsurface conditions must be brought to the attention of this consultant. This report has been prepared for the exclusive use of the client and their retained design consultants. Findings and recommendations within this report are for specific application to the proposed construction described herein and apply only to the property identified. Appendix Follows 208-440-6276 * bjarnoldpe@msn.com (5) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC APPENDIX Conceptual Plan Aerial Photo with Test Pit Location Test Pits Logs (12) Soil Log Legend / Abbreviations and Acronyms Project & Adjacent Well Logs (6) Pavement Section Calc Sheets (2) R-Value Reports (2) Rock Profile Data (2) 208-440-6276 * bjarnoldpe@msn.com (6) Post Office Box 190537 * Boise, Idaho 83719 /SITE ONSULTING, LLC t;onceptuai Tian IN 20 4 .` rid - � _._•. _.._�re.� �� ` "♦ ♦ i ' ' �-- � ._ F 41" a tS' war• _ � fl-.,3..... �t. _A_ _1 ' Q i l i ��-.w+�•w.•-® V- Al �..•s. i;i� .( I�{wI �-~ -- I•-fQll,, l '� I�;i;1 r �_ :• r.e+� —1 Supplied by Client 208-440-6276 * bjarnoldpe@msn.com (7) Post Office Box 190537 * Boise, Idaho 83719 /SITE ONSULTING, LLC vuu iV r-drLn l►Undi rnuw Rock Contractor Sub 0 0 TP-10 TP-5 TP-4 0 TP-9 0 T� , �f 0 TP-11 TP-6 0 n TP-2 = 0 TP-8 0 0 TPA TP-7 TP-1 0 o Locations by handheld GPS 208-440-6276 * bjarnoldpe@msn.com (8) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC TEST PIT LOGS Test Pit: TP-1 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 02.06 -116 23 39.09 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 # 10 # 40 # 100 #200 1 %M I LL PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With rootzone / organic layer to 6-8" 1.0-3.0 Brown, Moist, Firm, Sand, SILT (ML) R=23 1.5 100 97 96 82 82 75 65.0 26.3 33 2 R-Value 100 97 92 84 76 66.8 25.2 33 9 3.0-7.0 Li ht Brown, Moist, Firm, Cemented, Silty, SAND SM 5.0 Scalped 1 95 85 75 1 60 1 51 42 34 26.2 21.7 NP NP 7.0 Bottom of Excavation Basalt Encountered @ 7.0 No Monitoring Well Installed Test Pit: TP-2 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 04.86 -116 23 39.47 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1/2" 1 3/8" 1 # 4 # 10 1 # 40 1 # 100 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With rootzone / organic layer to 6-8" 1.0-2.0 Tan, Dry, Firm, Cemented, Sand and Silt 2.0 Bottom of Excavation Basalt Encountered @ 2.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (9) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC TEST PIT LOG Test Pit: TP-3 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 07.47 -116 23 38.70 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 3/4" 1/2" 1 3/8" 1 # 4 1 # 10 # 40 # 100 #200 1 %M I LL PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With rootzone / organic layer to 6-8" 1.0-3.0 Brown, Moist, Firm, Cemented, Sandy, SILT ML 2.0 1 r-100 98 1 97 1 96 93 86 76.9 12.5 28 3 3.0-5.0 Light Brown, Moist, Firm, Cemented, Silt & Sand 4.0 Scalped 1 92 1 87 1 62 1 46 1 31 21 15 11.2 25.2 NP NP 5.0-9.0 Brown/Tan, Moist, Firm, Cemented, Sand & Silt 6.0 Scalped 1 92 1 85 1 78 1 60 48 33 23 16.1 25.5 NP NP 9.0-13.0 Brown to White, Moist, Firm, Cemented, Sand & Silt 10.0 Scalped 1 92 1 84 1 77 1 6. 53 39 31 23.7 23.7 NP NP 13.0 Bottom of Excavation Basalt Encountered @ 13.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (10) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC TEST PIT LOGS Test Pit: TP-4 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 13.28 -116 23 39.16 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 1 # 10 # 40 # 100 #200 1 %M LL PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With rootzone / organic layer to 6-8" 1.0-2.0 Dark Brown, Moist, Firm, Sandy, Lean Clay CL 1.5 1 1 1 1 1 100 97 89 77.9 19.2 39 19 2.0-4.0 Light Brown, Moist, Firm, Cemented, Sandy, SILT (ML) R=42 R-Value Scalped 1 91 1 82 1 51 1 41 36 36 28 21.7 24.4 35 9 4.0-8.0 Tan, Moist, Firm, Cemented, Sand, Clay, Silt 8.0-15.0 Brown, Moist, Firm, Cemented, Silty, Sand 11.0 Scalped 1 95 1 89 1 82 1 68 55 31 19 14.0 25.2 NP NP 15.0 Bottom of Excavation No Basalt Encountered @ 15.0 No Monitoring Well Installed Test Pit: TP-5 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 11.31 -116 23 44.89 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 # 10 # 40 # 100 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With rootzone / organic layer to 6-8" 1.0-5.0 Brown, Moist, Firm, Sandy, SILT ML 3.0 1 1 100 1 97 1 96 92 81 65 56.4 23.7 NP NP 3.0-5.0 Brown/White, Moist, Firm, Cemented, Sand, & Silt 5.0-15.0 Brown, Moist, Firm, Cemented, Silty, Sand 7.0 1 1 100 1 99 1 80 1 65 50 39 29.4 23.7 NP NP 15.0 Bottom of Excavation Basalt Encountered @ 15.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (11) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC TEST PIT LOGS Test Pit: TP-6 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 06.50 -116 23 44.77 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 1 # 10 # 40 # 100 1 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay & Silt With rootzone / organic layer to 6-8" 1.0-4.0 Tan, Moist, Firm, Silty, SAND (SM) R= same as TP4 R-Value Scalped 1 89 78 69 53 42 32 26 20.2 20.2 NP NP 3.0 Scalped 1 90 77 59 50 42 36 29 22.5 23.7 NP NP 4.0-7.0 Tan, Moist, Firm, Cemented, Sand & Silt 7.0 Bottom of Excavation Basalt Encountered @ 7.0 No Monitoring Well Installed Test Pit: TP-7 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 01.51 -116 23 47.89 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 # 10 # 40 1 # 100 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With rootzone / organic layer to 6-8" 1.0-5.0 Brown, Moist, Firm, Sand & Silt 1.0-3.0 Brown/White, Moist, Firm, Cemented, Sand & Silt 3.0 Bottom of Excavation Basalt Encountered @ 3.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (12) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC TEST PIT LOGS Test Pit: TP-8 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 03.89 -116 23 50.41 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 # 10 # 40 # 100 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With rootzone / organic layer to 6-8" 1.0-2.0 Tan, Dry, Firm, Cemented, Sand & Silt 2.0-4.0 Tan, Moist, Firm, Cemented, Sand & Silt 4.0-6.0 Tan, Moist, Firm, Sand, Silt 6.0 Bottom of Excavation Basalt Encountered @ 6.0 No Monitoring Well Installed Test Pit: TP-9 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 10.05 -116 25 50.44 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 # 10 # 40 # 100 #200 %M LL PI 0.0-1.0 Brown, Moist, Firm, Sand, Clay, Silt With rootzone / organic layer to 6-8" 1.0-3.0 Brown, Moist, Firm, Sand, & Silt 3.0-7.0 Tan, Moist, Firm, Cemented, Silt & Sand 7.0-12.0 Tan, Moist, Firm, Cemented Sand & Silt 12.0 Bottom of Excavation Basalt Encountered @ 12.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (13) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC TEST PIT LOGS Test Pit: TP-10 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 12.31 -1169 23 55.55 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 1 # 10 # 40 # 100 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm, Sand & Silt With rootzone / organic layer to 6-8" 1.0-4.0 Tan, Dry, Firm, Cemented, Sand & Silt 2.0-4.0 Tan, Moist, Firm, Cemented, Silty, SAND (SM) R=Same at TP4 R-Value Scalped 1 90 1 79 1 78 1 51 1 39 30 23 17.8 25.2 NP NP 4.0-5.0 Tan, Moist, Firm, Cemented, Sand, Clay, Silt 5.0 Bottom of Excavation Basalt Encountered @ 5.0 No Monitoring Well Installed Test Pit: TP-11 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 09.06 -116 23 55.55 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 # 10 1 # 40 1 # 100 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm, Sand & Silt With rootzone / organic layer to 6-8" 1.0-2.0 Tan, Dry, Firm, Cemented, Silt & Sand 2.0 Bottom of Excavation Basalt Encountered @ 2.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (14) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC TEST PIT LOGS Test Pit: TP-12 File #: 18199-A Client: Trilogy Development Date Excavated: 9/6/18 Project: Rock Contractor Excavated By: Top Grade Excavation Location: 43 33 02.21 -116 23 55.07 Logged By: J. Meusch, PM - SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 # 4 1 # 10 1 # 40 1 # 100 1 #200 1 %M I LL I PI 0.0-1.0 Brown, Moist, Firm, Sand & Silt With rootzone / organic layer to 6-8" 1.0-7.0 Brown/Tan, Moist, Firm, Cemented Sand & Silt 7.0 Bottom of Excavation Basalt Encountered @ 7.0 No Monitoring Well Installed 208-440-6276 * bjarnoldpe@msn.com (15) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES MAJOR DIVISIONS TYPICAL DESCRIPTIONS COARSE GRAINED SOILS < 50% - #200 GRAVEL & GRAVELLY SOILS <50% - #4 < 5% - #200 =1 Well -graded gravel, ravel -sand mixture, little or no fines. GP Poorl - raded gravel, gravel sand mixture, little or no fines 5-12% -#200 >12% - #200 GM Silty gravel, ravel -sand -silt mixtures GC Clayey ravel, gravel-sand-cla mixtures SAND & SANDY SOILS > 50% - # 4 < 5% - #200 SW Well -graded sand, gravelly sand, little or no fines. SP Poorl - raded sand, gravelly sand, little or no fines >12% - #200 SM Silty sand, sand -silt mixtures 1=1 Clayey sand, sand -clay mixtures FINE GRAINED SOILS > 50% - #200 SILTS & CLAYS LL < 50% INORGANIC ML Flnorganic silt and fine sand, rock flour, silty or clayey fine sand or e silt with slight plasticity CL Lean clay -low to medium plasticity, gravelly, sandy, or silty clay ORGANIC =1 Organic silt and organic silty clay of low plasticity SILTS & CLAYS LL > 50% INORGANIC MH Elastic silt, micaceous or diatomaceous fine sand or silty soil. CH Fat clay - high'plasticity ORGANIC OH Organic clay-med. or high plasticity: organic silt HIGHLY ORGANIC SOILS PT Peat, humus, swamp soil with high organic content ABBREVIATIONS AND ACRONYMS ASTM American Society for Testing and Materials IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non Plastic PCC Portland Cement Concrete TP Test Pit USCS Unified Soil Classification System cf Pounds per Cubic Foot sf Pounds per Square Foot tsf Tons per Square Foot sf/f Pounds per Square Foot / Foot 208-440-6276 * bjarnoldpe@msn.com (16) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC ADJACENT WELL LOGS o`rrl2sx-/ IDAHO DEPARTMENT OF WATER RESOURCES Y WELL DRILLER'S REPORT Insptic[edbyU� Use Typewriter or Bellpomt Pen 6625t7 Twp_Rge_Sec ! 1. DRILLING PERMIT NO. 63_ - 97 1/4 1t4 _714_- W 0514 - 000 11. WELL TESTS: ue Iyrg: _ (khcr IDWR tb._ .. ❑ Pump ❑ Baler Air ❑ Rowig ArleMah 2.OWNER: Nams Robin Willeman 1 1. 01 e,e Address 6030 South Meridian Road Cy Meridian Byte Imp 413842 3. LOCATION OF WELL by legal description: Sketch map location M= agree with wrihon location _ Twp- 2 North'A or South ❑ r Rgt.'I East X or West O Sac. 31--ZMLI/4 SII 114 _714 GVA Lot _C-19 r_Ada R 4t Lonp: tlft-fiFM-Sft-6620Seerth-Mef/dtan RDad city Meridaan rnwF.aRr.wrr nr,mv,.srN Lt.Blk. Sub. Name 4. USE: UWomwtic J Municipal L Monitor U Irrigation Thermal ❑ Injection. C Other 5. TYPE OF WORK check al that appy (Replacement etc) 1-P` New Wel IJ Mudity C At—uanment ❑ Other- 6- DRILL METHOD RbAh Rotary Li Cable C MW Rotary tl Caher 7 CF.1 IMf] �Qfa/.GIL IOGC sanuFRIER FAp( AI.OINT AETIrOb MaYnN Fran To Setlgn 'Bentonits p1 351 #500 Overbore searvw u n shoe neptn(s) '•• was drive shoe seal tested? OYn=i HawT 8. CASINGAJNER: denser Fmm ro NaMul C..V Wr wepea T i +2 1230 .2E1 Steel > > tQ ❑ ri n Longm of Havlplpa 10' Length of Tailpipe 9. PERFORATIONSISCREENS `❑ PBrIOrallona Met,od 7Uj Screens Scnwn Type Johnson FM! To 345m Nuncw OWreiw Crp ha,r Water Temb. 01 Bctom noa temp. Water Quality teal or comment': 1 iron! 7.5 Phi 13 Grains _ DgAhfMWater Encountered 134 12. LITHOLOWC LOG: ttl serih.r...l..e..h,..en.....:...n I♦I♦ now �ifflir�and ©M � y M �im�zn r ©Fire i , . Fro E33M IN IIIII,- IN MIN ❑ ❑ 13. DRILLER'S CERTIFICATION ❑ ❑ VW. terry that al minimum wall eonsavalon starwaros were comptir, with at ❑ ❑ the t- the rig was rsnoyed Fnm Name ADAMSOM PUMP dr DRILLING Fam No, 0457 10. STATIC WATER LEVEL OR ARTESIAN PRESSURE: 121 h hmnw ground Artesian pressure Ib. F.—ptrcet,-,j�1.dl.ri�?.�te Depth rbw encountered ft. Describe access port or and control devices: Supervisor or Operato.A-M Isgn enr. o rern onrw a opw.ut FORWARD WHITE COPY TO WATER RESOURCES 208-440-6276 * bjarnoldpe@msn.com (17) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING. LLC 208-440-6276 * bjarnoldpe@msn.com (18) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC F0 / IDAHO DEPARTMENT OF WATER RESOURCES Tre WELL DRILLER'S REPOR ,',. 13 1. DRILLING PERMrrNO. 63 .95 -A.. 0162 : B9Q 11. WELL TESTS: Ott., IDWR Ne—. NE Pump ❑Railer ❑ Namur J e Asequinolaza win n"" Address 5621 S. Me! dian R city zridian StatddazP83642 3. LOCATION OF WELL by legal dincription: Sketch map location must some with written location. N Twp. q North Lac or South ❑ w RIPC 1 East ❑ or West [k CaoVi Let_pglflty Ada e Address of Well Site satifte CdyMeridian LL Rik Sub. Name 4. PROPOSED USE: ® Domestic O Municipal El Monitor ❑Irrigation 7 Thermal ❑ Injection C Other S. TYPE OF WORK J New Well ❑ Modify or Rapaa XReplacement ❑ Abandonment 6. DRILL METHOD Mud Rotary rat Air Rotary X Cable ❑ other � ecnn wr_ oen'•enrme� Was drive shoe used? EX V ❑ N Shoe DeWs) Was drive Shoe seal tested? Y E] N � Ffou// 8. CASING/LINER: n CasMp Liner WJOp 4°9 q 80llll047RA ❑ ❑ K ❑ ❑ A ❑1I ❑ ❑ A f71r'1 j Length of Hoadpipe /. r a Length of Taapipil_ 9. PERFORATIONS✓SCREENS Q Perforations Method .. ns Def ri Screen Type .s:.vd►� -j � From To 9IN 5- Nurpal Mal °alY� Iliw j0 / O ❑ O Q ❑ n �mll� Use Typewriter or Ball Point Pen Water Temp —_ Ronom hole lamp, Water Quality test or comments:_ IN N Mm- FM In IN �F�3iFtRc L u_' E�� r MF 13. DRILLER'S CERTIFICATION 1/We certify that all minimum well construction standards were complied with at the time the rig was emoveo. Firm Nsme_IZQIIrii�phl pps W 'f_ a�17ri1�iom No. 3,�2 1Q STATIC WATER LEVEL OR ARTESIAN PRESSURE: --LJ—tQ h, below grourw Artesian pressure —lb. Firms — Depth Clow encountered _ _ fL Describe access port or and control devices:_ 11)e.Q.e -SA'I Supervisor or Operator Date -- FORWARD WHITE COPY TO WATER RESOURCES 208-440-6276 * bjarnoldpe@msn.com (19) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC 208-440-6276 * bjarnoldpe@msn.com (20) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC -..., --Ai"' IU WAI—R .EaUUrt.ra Form 238-/ 11,97 .1GE v IDAHO DEPARTMENT OF WATER RESOUROES on"u-0biy WELL DRILLER'S REPORT bMpibdby 1. WELL TAG NO. D 9248 DRILLING PERNtlTNO,I -pp� Other IDWR No. _ 2.OWNER: Name Tom s. L AWjQ06 Felt9en _ Add— 3721 3. PimmitAve_. City _Boise zip 83m 3. LOCATION OF WELL by legal description: 31-1, map location must agrcc wkh w fibwa locadw. N Twp3 North Q or South ❑ B Rge. 1 _ East ❑ a blast 7p LAI • — 36 _19 tNW 114 BE tµ OoYt lot OorNrtY Ada l6" � Y. ` • Let Lorg' Add —of Wee Site Lake RaZelRoad C't' Meriden Lt. 81k. _ Sue. Name _ 4. USE: [NDmnwap �]htunwipal oMonitw ]knoaoan ❑Therrrnl ulnj coon ❑ovmr 5. Tiy1MtVYORK- 7haok ` apWy flteptaa—r-elcl l ©Nwv WNI [Modify Ab.ndonmerd Ilow- 8. DRILL METHOD: WAu Rotary ['Cable ]Mud Rotary ]Othor 7. SEALING PROCEDURES: 3-lift. pack _AMOIJNT wittad.l Far. To WTNOD Bentft a 50 5001b5 Pour Wmilrivashoo—od? DIY ON Shea oepth(lk) WasdrrveahoawltowitO®Y❑N HoWt S. CASINO/LINER• Di.meln Fmm Ta' D Matrrivl C.sia; L.er M—Tood.d + eBe1 ® G lal ❑ 5 ,B sheet a' i ❑ ❑ ❑ �1CRC Lengm of H..dpip• 10,eet LargMatTayga 0 9. PERFORATIONS/SCREENS: ❑Red«anon. Milli QScr.ens screen Type Johnson Frain m:sa man..ror.mr Nt.ta.W �.g ,;� 3 ❑ Ili fl ❑ ❑ ❑ 10. STATIC WATER LEVEL OR ARTESIAN PRESSURE: 130a. bobvir trmwd Arleta. pM•wee 1b. DNAttlowomrRRad-200-__& Oeeas3s aecweAarfacetwd dwic— e 95895 _ W L4 1/4 11. WELL TESTS: i.et '4'°' Pump ❑BYtar rX- ❑17dwdn ArtaWn vee gal /min. Drai.doAn lawnpirp IANtl Time 75 WNer Temp. ,� _ Sotlom hole temp. §g WNx Oaartrtxeonerrefrec _ _ Depth tint W.Icr Eri—rger, 1r 12. LrrHOLOGIC LOG: tD.emitra rape s ar ebendonme n) ELM •��,• MIMI �- �NoNo No No No ON No Ai No No ONION No No no N N! NO on No o tl�Nl���on INO_�� 77" No No No No No No ON MM Ni rr � rt, 13.DRILLER'S CERTIFICATION: MW ccnifythatoli minimum.ten construction.bndards rccomplied withat No nm. or. rig was removed. Company No— Troasu y IlIng Firm N. 5W Firm Official Dag AL1Y(99 and Driller or OpmaW Dots tsre•aio.rF.m t>Yiarsap..ma -- 208-440-6276 * bjarnoldpe@msn.com (21) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Form /238-7 IDAHO DEPARTMENT OF WATER RESOURCES Office Use Only WELL DRILLER'S REPORT,,(/�1..r inspected by Use Typewriter or Ballpoint Pen O(T�T�/g9 TWp_Rge_SBC_ —, _1A 1/4_1/4 1. DRILLING PE7� 1T NO. Q - 11. WELL TESTS: tat: Lon Other IDWR No, _(�r,' — 9 �'i��"i ❑ Pump � Bauer Air n Flowing Aneslen 2.OWNER:t., a— . .. Dra 0— 1 -- —0 11wr 3. LOCATION OF WELL by legal description: Sketch map location myst agree with written location. u Twp. 3Cd NorthX or South ❑ e Rge. �'f..,__ East t�or�"� 77 Wnt 0 Sec. 3 1/4 c20 1/4 _114 Gov't Lot _ _ Cotinttr' pM,�Oitla *— X — Lat ' : t,pr�r : e Address of Well Site 1 �� I-67&i _. Clry WrAurm L1. BIk. Sub. Name 4. USE: (Domestic 0 Municipal 7 Morthor Otrtlgation Thermal C Injection D Other 5. TYPE OF WORK check all that apply (Replaoerttent etc.) X New Well ❑ Modify Abandonment .r: Other 6. METHOD 9ILL Air Roary ❑ Cable ❑ Mud Rotary O Other T. SEALING PROCEDURES Ilk I lad 07Q 110= �G:'i'ii� Was drive shoe used? W ❑ N Shoe Depth(a) Was drive shoe seal tested? E2Y LGN How? — B. CASING/LINER: G�..700 (=cmv Diw VAO M TNM&d 1� CI% ❑ o C ❑ ❑ ❑ ❑ C) r Length of tleadplpe �TI»ngtii of Tailpipe 9. PERFORATIONS/SCREENS D Perforations Method Screens Screen TYpe O[i F— Ta slgeize N,rWr ttWdi CMrS lilerCMiM l!b 5" ❑ - ❑ _ Li 10. ySTATIC WATER LEVEL OR ARTESIAN PRESSURE: below ground Artesian pressure _Ib. Depth flow encountered tL Describe access port or Control devices: �ate•Temp. J' llottomhol nOuaiiry last or opmmems: � � 'irI1P;, 12. LITHOLOGIC LOG: (Describe reps or abandonment) (=cmv Diw VAO M TNM&d 1� CI% ❑ o C ❑ ❑ ❑ ❑ C) r Length of tleadplpe �TI»ngtii of Tailpipe 9. PERFORATIONS/SCREENS D Perforations Method Screens Screen TYpe O[i F— Ta slgeize N,rWr ttWdi CMrS lilerCMiM l!b 5" ❑ - ❑ _ Li 10. ySTATIC WATER LEVEL OR ARTESIAN PRESSURE: below ground Artesian pressure _Ib. Depth flow encountered tL Describe access port or Control devices: �ate•Temp. J' llottomhol nOuaiiry last or opmmems: � � 'irI1P;, 12. LITHOLOGIC LOG: (Describe reps or abandonment) FUME MIN ��� MUM MW IMP MM �i I♦I■ IMM wo. I♦I♦ 13. DRILLER'S CERTIFICATION I/We certify that all minimum well construction standards were complied with at the time the rig was removed. I� Flrm Name f p brill• F�rjjj'Noo P-grp Firm Official �� 2 Data - and Q Supervisoror Operato U, 1)"C'-. Date &'"! li>i!h arc. a Fwn Done at1F...w.) FORWARD WHITE COPY TO WAVER RESOURCES 208-440-6276 * bjarnoldpe@msn.com (22) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: Rock Contractors Subdivision File No.: 10199-A Meridian Road - Meridian, Idaho caic By: B. Arnold Client: Trilogy Development Date: 10/20/18 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 10 Assumed GE = Gravel Equivalent R = R-Value = 20 By Soil Test GE= 31.2 Inches ACHD HMA, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 4.0 Inches ACE= 10.0 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 16.8 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 4.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 17.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 4.0 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 17.0 inches 208-440-6276 * bjarnoldpe@msn.com (23) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC DESIGN SECTION CALCULATIONS (ACHD R-Value Method) Project: Rock Contractors Subdivision File No.: 10199-A Meridian Road - Meridian, Idaho caic By: B. Arnold Client: Trilogy Development Date: 10/20/18 Design Thickness Equation: T = 0.0032 (TI) (100-R)(12) = GE (inches) T= Design Thickness TI = Traffic Index = 6 By ACHD GE = Gravel Equivalent R = R-Value = 20 By Soil Test GE= 18.9 Inches ACHD HMA, 3/4" Road Base and Aggregate Subbase Actual Thickness Equivalent Thickness ACHD Asphalt Concrete Thickness = 2.5 Inches ACE= 5.0 Inches 3/4" Road Base Thickness Desired = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-ACE-RBE SB= 9.5 Inches CALCULATED DESIGN SECTION ACHD Asphaltic Concrete= 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches RECOMMENDED DESIGN SECTION Asphaltic Concrete = 2.5 inches 3/4" Road Base = 4.0 inches Aggregate Subbase = 10.0 inches 208-440-6276 * bjarnoldpe@msn.com (24) Post Office Box 190537 * Boise, Idaho 83719 /SITE ONSULTING, LLC Contracted R-Value Results Pavement Engineering inc. Redding • San Luis Obispo Calirans-1 AMRL / QC • QA RESISTANCE (R) VALUE TEST ASTM D 2844 Laboratory No.: L181783 Project No.: 180096 Sample Date: September 6.2018 Report Date: October 4, 2018 Client: Site Consultina LLC Project Name: 2018 Laboratory Testing Sample Description: Brown Sandy Cla oampie Location: 80 70 (6 60 > 50 40 M T 30 .Cn QGWu - - -- _; T---- 110 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) Resistance Value Test —300 P.S.I. Specimen No. 7 8 9 Moisture Content %) 20.0 216 19.2 Dry Density PCF 100.3 98.0 101.8 Resistance Value R 22 16 43 Exudation Pressure PSI 300 137 575 Expansion Pressure 104 52 199 As Received Moisture Content % 20.0 RESISTANCE VALUE AT 300 P.S.I. 22 ® J Reviewed By: A Blandon Rodebaugh :sHro Me Materials Engineer Serving California since 1987 �-sntengineenng.com 208-440-6276 * bjarnoldpe@msn.com (25) Post Office Box 190537 * Boise, Idaho 83719 /SITE ONSULTING, LLC Pavement Engineeringinc. Redding •San Luis Qbispo CeRransa/AAM71./QC• QA _RESISTANCE (R) VALUE TEST ASTM D 2844 Laboratory No.: L181776 Project No.: 180096 Sample Date: September 6. 2018 Report Date: October 3. 2018 Client: Site Consultina LLC Project Name: 2018 Laboratory Testina Sample Description: Brown Sandy Clay with Gravel Sample Location: Rock Contractor TP-4 18199 100 A 80 m 70 60 > 50 c 40 B Cn 30 20 Cy 800 700 600 500 400 300 200 100 0 Exudation Pressure (P.S.I.) ---Resistance Value Test —300 P.S.I. Specimen No. 10 11 12 Moisture Content % 30.5 28.3 27.6 Dry Density PCF 85.6 87.3 87.0 Resistance Value R 18 46 77 Exudation Pressure PSI 102 323 573 Expansion Pressure 17 22 35 As Received Moisture Content (%) 17.1 RESISTANCE VALUE AT 300 P.S.I. 43 ARR Reviewed By. Brandon Rodebaugh ` ' Materials Engineer Serling Calilomia since 1987 www.pavementengineefi.ng.com 208-440-6276 * bjarnoldpe@msn.com (26) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Bedrock Rock Profile Data Rock Contractor Subdivision Point Depth Location 400 None 43 33 0.41 -116 23 50.49 401 6.50 4333 1.01 -116 23 50.51 402 5.50 4333 1.75 -116 23 50.45 403 4.00 43 33 2.43 -116 23 50.48 404 9.00 43 33 3.12 -116 23 50.53 405 9.00 43 33 3.09 -116 23 50.05 406 7.00 43 33 4.15 -116 23 49.79 407 5.50 43 33 4.28 -116 23 49.50 408 8.00 43 33 4.30 -116 23 50.99 409 5.50 43 33 4.34 -116 23 52.63 410 None 43 33 4.32 -116 23 59.14 411 None 43 33 3.45 -116 23 53.89 412 None 43 33 2.19 -116 23 53.91 413 4.00 4333 1.79 -116 23 50.71 414 11.00 43 33 1.68 -116 23 53.11 415 None 4333 1.77 -116 23 54.57 416 10.50 4333 1.77 -116 23 55.10 417 8.00 43 33 5.46 -116 23 54.12 418 12.00 43 33 6.72 -116 23 54.33 419 13.00 43 33 7.33 -116 23 53.62 420 None 43 33 6.52 -116 23 53.02 421 8.00 43 33 7.85 -116 23 54.40 422 None 43 33 8.74 -116 23 54.15 423 7.50 43 33 9.02 -116 23 54.29 424 3.00 43 33 9.16 -116 23 54.95 425 3.00 43 33 10.37 -116 23 55.51 426 None 43 33 10.53 -116 23 53.93 427 9.00 4333 11.17 -116 23 54.30 428 8.00 4333 12.25 -116 23 54.10 429 12.00 4333 12.69 -116 23 52.92 Point Depth Location 430 None 4333 13.25 -116 23 54.38 431 None 4333 13.35 -116 23 53.02 432 None 4333 13.35 -116 23 51.33 433 None 4333 13.13 -116 23 49.95 434 None 4333 13.78 -116 23 48.65 435 None 4333 13.39 -116 23 47.84 436 None 4333 13.25 -116 23 46.39 437 None 4333 13.41 -116 23 45.26 438 None 4333 14.08 -116 23 21.28 439 None 4333 13.10 -116 23 42.59 440 None 4333 13.17 -116 23 41.51 441 None 4333 13.23 -116 23 39.44 442 None 4333 12.36 -116 23 45.02 443 8.50 4333 11.39 -116 23 45.06 444 7.00 4333 11.17 -116 23 46.58 445 0.00 4333 11.50 -116 23 48.22 446 10.00 4333 11.36 -116 23 49.27 447 9.00 4333 11.31 -116 23 50.84 448 6.00 4333 11.33 -116 23 57.08 449 12.50 4333 11.33 -116 23 54.04 450 None 4333 13.15 -116 23 40.96 451 None 4333 13.20 -116 23 45.00 452 12.00 4333 13.20 -116 23 46.54 453 None 4333 11.30 -116 23 41.60 454 None 4333 13.23 -116 23 41.75 455 6.00 4333 10.39 -116 23 44.99 456 12.00 43 33 9.28 -116 23 44.95 457 5.00 43 33 8.39 -116 23 44.87 458 5.50 43 33 7.77 -116 23 44.99 459 4.50 43 33 7.03 -116 23 45.05 208-440-6276 * bjarnoldpe@msn.com (27) Post Office Box 190537 * Boise, Idaho 83719 SITE ONSULTING, LLC Bedrock Rock Profile Data Page 2 of 2 Point Depth Location 460 4.00 43 33 5.82 -116 23 45.00 461 4.00 43 33 5.82 -116 23 44.13 462 5.00 43 33 5.11 -116 23 44.18 463 None 43 33 7.00 -116 23 51.43 464 None 43 33 6.82 -116 23 50.50 465 5.00 43 33 7.12 -116 23 48.81 466 6.00 43 33 6.99 -116 23 47.26 467 5.50 43 33 6.95 116 23 45.73 468 None 43 33 9.90 -116 23 41.75 469 14.00 43 33 8.86 -116 23 41.19 470 None 43 33 7.86 -116 23 41.63 471 None 43 33 6.96 -116 23 41.58 472 13.00 43 33 6.24 -116 23 41.49 473 12.00 43 33 4.50 -116 23 44.29 474 7.00 43 33 3.92 -116 23 44.32 475 5.50 43 33 2.63 -116 23 44.09 476 5.50 43 33 2.65 -116 23 45.25 477 None 43 33 2.71 -116 23 45.28 478 7.00 43 33 2.63 -116 23 42.78 479 4.50 43 33 2.71 -116 23 41.61 480 3.00 43 33 2.68 -116 23 40.23 481 6.00 43 33 2.87 -116 23 40.08 482 None 43 33 0.44 -116 23 44.48 483 10.00 4333 1.57 -116 23 53.10 484 None 43 33 0.44 -11623 57.13 485 None 43 33 0.52 -116 23 50.59 486 10.00 43 33 3.57 -116 23 50.59 487 7.00 43 33 3.81 -116 23 50.18 488 None 43 33 4.26 -116 23 54.20 489 None 43 33 5.74 -116 23 54.07 Point Depth Location 490 None 43 33 6.86 -116 23 50.13 491 None 43 33 6.93 -116 23 51.42 492 3.00 43 33 8.98 -116 23 54.80 493 4.00 43 33 8.97 -116 23 55.59 494 9.00 43 33 11.25 -116 23 54.09 495 10.50 43 33 12.54 -116 23 53.98 496 None 43 33 10.11 -116 23 48.94 497 10.50 4333 10.95 -116 23 46.03 498 5.00 43 33 7.59 -116 23 45.69 499 7.00 43 33 8.24 -116 23 45.81 500 None 43 33 9.98 -116 23 42.00 501 None 43 33 10.86 -116 23 42.16 502 None 43 33 9.38 -116 23 44.23 503 None 43 33 8.82 -116 23 43.48 504 None 43 33 8.91 -116 23 42.54 505 9.00 43 33 8.76 -116 23 41.88 506 None 43 33 11.17 -116 23 43.37 507 None 43 33 11.24 -116 23 42.22 508 None 43 33 12.47 -116 23 44.22 509 None 4333 12.76 -116 23 43.62 510 None 4333 12.95 -116 23 41.88 Nothing follows 208-440-6276 * bjarnoldpe@msn.com (28) Post Office Box 190537 * Boise, Idaho 83719 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. E, i II NEW PRESS.,RE IRRIGA-ION PUM IV I�������� , ��arm All �W—� G VEL SH ULDER (TY ) 7 FLAN? FALE77EE SYM COMMON NAME BOTANICAL NAME SIZE EVERGREEN TREE5 HOOPSI BLUE SPRUCE PIGEA PUN6ENS 'HOOPSII' 6-8' HT B4B KARL FUGHS CEDAR GEDRUS DEODARA 'KARL FUGHS' 6-8' HT B4 B N GOL06REEN JUNIPER JUNIPERUS 5GOPULORUM 'GOL06REEN' 6-8' HT B4B VANDERWOLFS PINE PINES FLEXILIS 'VANDERWOLFS' 6-8' HT BdB WEEPING WHITE SPRUCE PIGEA 6LAUEA 'PENDULA' 6-8' HT B4B SHADE TREES (GLASS III) + LONDON PLANETREE PLATANUS x AGERIFOLIA 'BLOOD600D' 2" GAL B$B SWAMP OAK QUERGUS BIGOLOR 2" GAL B$B SHADE/STREET TREES (GLASS 11) CRIMSON SUNSET MAPLE AGER TRUNGATUM x A. PLATANOIDES 'JFS-KW202' 2" GAL B&B COMMON HAGKBERRY GELTIS OGGIDENTALI5 2" GAL B&B SKYLINE HONEYLOGUST 6LEDIT5IA TRIAGANTH05 INERMI5 'SKYGOLE' 2" GAL B&B LITTLELEAF LINDEN TILIA GORDATA 2" GAL B&B AMERICAN SWEETOUM LIQUIDAMBER STYRAGIFLUA 2" GAL B&B TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL B&B ORNAMENTAL TREES (GLASS 1) GANADA RED CHOKECHERRY PRUNUS VIR&INIANA 'GANADA RED' 6-8' HT. MULTI -STEM GRUZAN CRUSADER HAWTHORN GRATAE6US GRUS-6ALL1 'GRUZAM' 2" GAL B8B CHANTICLEER PEAR PYRES GALLERYANA 'GLEN'S FORM' 2" GAL B8B HOTNIN65 MAPLE AGER TATARICUM '6ARANN' 6-8' HT. MULTI -STEM ROYAL RAINDROPS GRABAPPLE MALUS x 'JFS-KH5' 2" GAL B8B SPRING SNOW GRABAPPLE MALUS 'SPRIN65NOW' 2" GAL B8B SHRUBS/ORNAMENTAL GRASSES/PERENNIALS ARIZONA SUN 6AILLARDIA 6AILLARDIA x 'ARIZONA SUN' I GAL BLACK EYED SUSAN RUDBEGKIA FULOIDA '60LDSTRUM' I GAL BLUE 6RAMMA GRASS BOUTELOUA 6RAGILIS 'BLONDE AMBITION' 16AL BLUE OAT 6RASS HELICTOTRIGHON SEMPERVIRENS 16AL BLUE RU6 JUNIPER JUNIPERUS HORIZONTALIS 'WILTONI' 3 6AL PURPLE GONEFLOWER EGHINAGEA PURPUREA 16AL RED FLOWER CARPET ROSE ROSA 'FLOWER CARPET- NOARE' 2 6AL DARTS GOLD NINEBARK PHYSOGARPUS OPULIFOLIUS 'DART'S GOLD' 3 GAL STELLA DE ORO DAYLILLY HEMEROGALLIS 'STELLA D'ORO' 16AL FINE LINE BUCKTHORN RHAMNUS FRA6ULA 'RON WILLIAM5' 5 6AL KOBOLO 6AYFEATHER LIATRIS SPIGATA 'KOBOLD' 16AL ORO-LOW SUMAC RHUS AROMATIGA '6RO-LOW' 3 GAL RED HOT POKER KNIPHOFIA UVARIA ' FLAMENGO' 16AL HUSKER RED PENSTEMON PENSTEMON D161TALIS 'HUSKER RED' I GAL IVORY HALO D06WOOD GORNUS ALBA 'BAILHALO' 5 6AL KARL FOERSTER REED GRASS GALAMAOROSTIS ARUNDINAGEA 'K.F.' 16AL LITTLE DEVIL NINEBARK PHYSOGARPU5 OPULIFOLIU5 'DONNA MAY' 3 6AL HIDGOTE BLUE EN6LISH LAVENDER LAVANDULA AN6USTIFOLIA 'HIDGOTE BLUE' I GAL IVORY TOWER YUCCA YUCCA FILAMENTOSA 'IVORY TOWER' 3 GAL MOUNTAIN FLAME ICE PLANT DEL05PERMA x PWW6025 16AL MAIDEN GRASS M156ANTHUS SINENSIS '6RACILLIMUS' 16AL RED YUGGA HESPERALOE PARVIFLORA 'PERPA' 3 GAL SKY H16H JUNIPER JUNIPERUS SGOPULORUM 'BAILI6H' 6-8' HT B$B SUMMERWINE NINEBARK PHYSOGARPUS OPULIFOLIA 'SEWARD' 5 6AL 6HT MODULATED 6' VINYL FENCE ALONG CONCRETE NOISE LAWN 0--4k—* PROPERTY LINES $ SIDE ABATEMENT WALL ALON6 YARDS (TYP). MERIDIAN RD. (HIGHWAY 6G) (TYP). X L.® I " I I 7` A7`A TOTAL AREA................................................................................................................. 58.27 ACRES SINGLE FAMILY RESIDENTIAL................................................................................... 227 SINGLE FAMILY DETACHED .................................................. 123 SINGLE FAMILY TOWNHOUSE ................................................ 104 COMMONAREA LOTS................................................................................................. 47 TOTALLOTS.................................................................................................................... i 274 COMMON AREA.............................................................................................................. 7.70 ACRES (20.1%) USEABLE OPEN SPACE............................................................................................... 4.52 ACRES (11.8516) EXI5TIN6ZONIN6.......................................................................................................... RUT PROPOSED ZONIN6..................................................................................................... TN-R BRIAR RIDGE SUBDIVISION MERIDIAN, IDAHO PRELIMINARY PLAT LANDSCAPE PLAN `®75 I. ALL LANDSCAPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF MERIDIAN ORDINANCE REQUIREMENTS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRI6ATION SYSTEM. 3. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRI6ATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED 15" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SHALE SAND WINDOWS. 4. NO TREES SHALL IMPEDE THE 40' VISION TRIAN6LES AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' H16H AT MATURITY WILL BE LOCATED WITHIN VISION TRIANGLE OR AGHD ROW. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAINING CLEAR VISIBILITY WITHIN 40' STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP 516N5. 5. LANDSCAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING CONSTRUCTION OF THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO AGGOMMODATE DRIVEWAYS AND UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5' OF WATER METERS OR UTILITY LINES. 6. PLANT LIST IS REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR SPECIES THAT ARE SUBJECT TO CITY FORESTER'S PRE -APPROVAL. PLANTING BED DES16N AND QUANTITIES MAY BE ALTERED DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND WIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DOWN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. 7. THERE ARE NO EXISTIN6 TREE ON SITE. NO MIT16ATION IS REQUIRED. # AN:� )5C,AFF_ CAL CUL_A710N5 LOGATION BUFFER WIDTH LEN6TH REQUIRED PROVIDED W. QUARTZ CREEK ST. 37' 1155V 35 = 33 TREES 54 TREES 5. MERIDIAN RD. 35, 1260'/ 35 = 36 TREES 60 TREES INTERNAL PARK, 247,170 SF / 8000 = 31 TREES 5G9 TREES COMMON AREA, (COMMON AREA) AND STREET TREES TOTAL NUMBER OF TREES: OWNERS ENDURANCE HOLDINGS LLC 1977 W. OVERLAND RD. MERIDIAN, IDAHO 83642 DEVELOPER CHALLENGER DEVELOPMENT 1977 W. OVERLAND RE. MERIDIAN, IDAHO 83642 MARCH 10, 2021 0' 80' 160' 240' NORTH SHALE 1" = 80' 100 TREES 713 TREES PLANNER/GONTAGT JANE SUGGS GEM STATE PLANNING, LLC 9840 W. OVERLAND RD., STE 120 BOISE, IDAHO 83709 (208) 602-6941 JENSENBELTS ASSOCIATES Site Plennip / Lergeeepe AroWeeture 1000 Tyrol Lees. Ots 130 Sol. 0 $3700 Ph (208) 040-7170 rwJ.0mb ft. i / l sf 2 d 5,75500 s.f. d 6,900 s.f. 5,75500 s.f. 1 U o O m 5,750 s.f. 5,75500 s.f. 0 5,750 s.f. 8 1,6 sf HE ROPE ""q v MIMS NOR ma NSW `R�SSURF IHHICOIION NUMP- S AIION w w // P MGBIRNEY - I LATERAL BLOCK 2 + + BLOCK g ✓! EASEMENT Q 1,5s7 st �: + + 7,979 s.f. X 6,649 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. 5,500 s.f. 5,500 s.f. 6,600 s.f. sf (n O O ® O 5,132 s.f. 5,500 s.f. 6,600 s.f. 5,500 s.f. ;V `,:. .: 5,577 s.f. 5,500 s.f. 5,500 s.f. 5,395 s.f. X V15ION w TRIANGLE / ...- .:�. .1-...:-_ 7,873 s.f. � w - - RVIS ST v W z c S �s� W JAR T. _ S a: - z / / - - �1 6,085 s.f. IIIII .75 MGBIRNEY s 12 s3s sf A RAL L TE EASEMENT 1 N X 4,060 s.f. 4,048 s.f. 1 IIIIII i 6,803 s.f. 5,750 s.f. 5,750 s.f. 6,900 s.f. 5,750 s.f. 5,750 s.f. 6,900 s.f. 5,750 s.f. 6,900 s.f. 5,750 s.f. 6,197 s.f. IIIII + O O .� 3,990 s.f. 3,990 s.f.�- BLOCK 3.;I wu 11 EVERGREEN PI PI P PI -_ + ® ® > Q 6,250 s.f. TREE (TYP) a� y +, 3.990 s.f. 3.990 s.f. k I 5,803 s.f. 17EG1DUOUS Q:I + C1 + SHADE TREE + 0 s.f. L5EME 3,990 s.f. Li6250 f ,s.. O)I a Z . w GONNEGTION w + 1 I PATHWAYO 6 g 5,750 s.f. - O 9488Z sf LAWN ltYtJ . PLAYGROUND PICNf� SHELTER +. ` .: m g' + TYP) 3,990 s.f. 3,990 s.f. 13 III o/'BB0'.AREA ... _.. .. I . :- :.._...._. + ::F .. 6.250 s.f. e� ' i � I1�. C_.9 'S- - � ii o •� �IA1A�' - �I�II�I/ N _ _ is �[ 0. ' ;; - _1� ilil►w_. i69:�'iQ Q ■ 0 (ea►,'�?�w,�,, \I / #�',� •' - -� ����� �'�� � y GIs - a � - IMF III► © .� f� 03 AL MCI FLAN? FAL77r= (REFERENGE SHEET L3) SYM COMMON NAME SYM COMMON NAME SYM COMMON NAME SYM EVERGREEN TREES SHADE/STREET TREES (GLASS II) HOOP51 BLUE SPRUCE + GRIMSON SUNSET MAPLE KARL FUGHS CEDAR GOMMON HAGKBERRY " GOLOOREEN JUNIPER SKYLINE HONEYLOGUST i✓ VANDERNOLFS PINE LITTLELEAF LINDEN NEEPIN6 WHITE SPRUCE AMERIGAN SNEET6UM TULIP TREE SHADE TREES (GLASS III) LONDON PLANETREE ORNAMENTAL TREES (GLASS 1) +Y SWAMP OAK GANADA RED GHOKEGHERRY GRUZAN CRUSADER HAWTHORN GHANTIGLEER PEAR HOTNIN65 MAPLE ROYAL RAINDROPS GRABAPPLE SPRING SNOW CRABAPPLE SHRUBS/ORNAMENTAL 6RA55E5/PERENNIALS ARIZONA SUN 6AILLARDIA BLAGK EYED SUSAN BLUE 6RAMMA GRASS BLUE OAT GRASS BLUE RU6 JUNIPER PURPLE GONEFLONER RED FLOWER CARPET ROSE DARTS GOLD NINEBARK j STELLA DE ORO DAYLILLY FINE LINE BUGKTHORN KOBOLD 6AYFEATHER 6RO-LOW SUMAG RED HOT POKER HUSKER RED PEN5TEMON IVORY HALO DOGWOOD KARL FOERSTER REED GRASS LITTLE DEVIL NINEBARK HIDGOTE BLUE EN6LISH LAVENDER IVORY TOWER YUGGA MOUNTAIN FLAME IGE PLANT MAIDEN GRASS RED YUGGA SKY H16H JUNIPER SUMMERNINE NINEBARK LAWN 6' VINYL FENCE ALONG PROPERTY LINES 8 SIDE YARDS (TYP). SEE DTL 4, SHT L3. 6' HT MODULATED GONGRETE NOISE ABATEMENT WALL ALONG MERIDIAN RD. (HIGHWAY 6GI) (TYP). SEE DTL 5, SHT L3. N07E5 I. REFER TO SHT L3 FOR PLANT PALETTE, LANDSCAPE NOTES, DETAILS, AND GALGULATIONS. 6' HT MODULATED GONGRETE N015E ABATEMI W ENT ALL. SEE SEE DTL 5, SHT L3 TYP) LA N (Ty ) I GRAVEL SHOI,.,ULDER (TYr) KEY MAP ,I I �' 11 l�rnr I■�. ■aat■ ��nr rrrr �nrr�rirn� I■II■■ ■ I■■�■af .■le■�■ uat■ I■apt■ ■a■a■■ nr■ rrrrrr rvrrr RON it1iS\�i I�IIfNillfll am -'I Lj=�l '_' . �, JENSENBELTS ASSOCIATES Site Planift / LandmWe Ard tectI e 15M Tyrol Lens, Stems Rolm D 88706 Ph (M) 343-7175 J■■aMaite.oam NORTH 0' 50' 100, 150' SCALE I" = 50' Sol MATCHLINE L1 EVER BEEN TREES (TYP) Is.f. 4,1140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. BLOCK 8 5HI UB BED (TYP) s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. 4,140 s.f. At4, DEGID OU5 SHADE TREE (TYP) FLAN? FAL77r= (REFERENCE SHEET L3) SYM COMMON NAME SYM COMMON NAME SYM COMMON NAME SYM EVERGREEN TREES SHADE/STREET TREES (GLASS II) HOOP51 BLUE SPRUCE + GRIMSON SUNSET MAPLE KARL FUGHS CEDAR GOMMON HAGKBERRY I" GOLOBREEN JUNIPER SKYLINE HONEYLOGUST i✓ VANDERWOLFS PINE LITTLELEAF LINDEN KEEPING WHITE SPRUCE AMERIGAN SNEET6UM TULIP TREE SHADE TREES (GLA55 III) LONDON PLANETREE ORNAMENTAL TREES (GLA55 1) +Y SWAMP OAK GANADA RED GHOKEGHERRY GRUZAN CRUSADER HAWTHORN GHANTIGLEER PEAR HOTNIN65 MAPLE ROYAL RAINDROPS GRABAPPLE SPRING SNOW CRABAPPLE SHRUBS/ORNAMENTAL 6RA55E5/PERENNIALS ARIZONA SUN 6AILLARDIA BLAGK EYED SUSAN BLUE 6RAMMA BRASS BLUE OAT GRASS BLUE RUB JUNIPER PURPLE GONEFLOWER RED FLOWER CARPET ROSE DARTS GOLD NINEBARK STELLA DE ORO DAYLILLY FINE LINE BUGKTHORN KOBOLD 6AYFEATHER BRO—LOW SUMAG RED HOT POKER HUSKER RED PENSTEMON IVORY HALO DOGWOOD KARL FOERSTER REED BRASS LITTLE DEVIL NINEBARK HIDGOTE BLUE EN6LISH LAVENDER IVORY TOWER YUGGA MOUNTAIN FLAME IGE PLANT MAIDEN BRASS RED YUGGA SKY H16H JUNIPER SUMMERNINE NINEBARK LAWN 6' VINYL FENCE ALONG PROPERTY LINES 8 SIDE YARDS (TYP). SEE DTL 4, SHT L3. 6' HT MODULATED GONGRETE NOISE ABATEMENT WALL ALONG MERIDIAN RD. (HIGHWAY 6G) (TYP). SEE DTL 5, SHT L3. N07E5 I. REFER TO SHT L3 FOR PLANT PALETTE, LANDSCAPE NOTES, DETAILS, AND GALGULATIONS. v, z 6 HT t 40DULATED GONGRETE NOISE ABATEMENT WALL. 5EE 5 E DTL 5, 5HT L (TYP) I I KEY MAP _ I i I� �If9!!i R��� �e I aqI°gym !!!!i �a,:laR� � l mbli ay�e� i I�liiYal�'RWEI�11® �R4m�ialf aalea4aal laegaielcuul 19SQ#'st79�� Sa ldlsRea, �e�a;lnel� � I eamm ma4mik77 magwaQe aaeam� _I I I I I I I mm�pS"m�Lm i mmm a4mtE I Pa 11 ta• °f-m-. smoPg m��nl mm4 � I mm �mP adi i �a� 4m amiWl aeP I nalema ama �a �m seas 8!� l8®y m®a NEW gari I I'. �e I,�14 fv le® I aA��®Ee®� a see gate moll leYm� _ww it811 mee' JENSENBELTS ASSOCIATES Site Planrft / LandmWe Ard tect e 1808 Tyree Lens, Stems Rolm D 88706 Ph (M) 843-7178 .lMsaMNle.oan NORTH 0' 50' 100, 150' SGALE I" = 50' V LO 14ENT r;)AiA TOTALAREA................................................................................................................. 38.27 ACRES SINGLE FAMILY RESIDENTIAL................................................................................... 227 SINGLE FAMILY DETACHED .................................................. 123 SINGLE FAMILY TOWNHOUSE ................................................ 104 COMMONAREA LOTS................................................................................................. 47 TOTALLOTS.................................................................................................................... 274 COMMON AREA.............................................................................................................. 7.70 AGRE5 (20.1%) USEABLE OPEN SPACE............................................................................................... 4.52 AGRE5 (11.8%) EXISTINGZONING.......................................................................................................... RUT PROPOSEDZONING..................................................................................................... TN-R 4" 5'-c 2'-t 2 x BALL DIA. B' x 2" x 2" GEDAR STAKE, 2 PER TREE 5ET STAKES PARALLEL TO PREVAILING HIND. SECURE WITH RUBBER GINGH TIES. DO NOT PENETRATE ROOTBALL. 5EE NOTE 3. ROOT GROWN TO BE 1-2" ABOVE FINISH GRADE. TRUNK FLARE MUST BE VISIBLE IN PLANTING BEDS: MULCH AS SPECIFIED. BRUSH AWAY FROM TRUNK. FERTILIZER TABS AS SPEGIFIED SNIP BASKET S TURN BACK BURLAP 1/3. BAGKFILL W/ TOPSOIL MIX AS SPEG'D S TAMP LOOSELY IN 4"-b" LIFTS NOTES: I. REMOVE ALL TWINE, ROPE, OR BINDINGS FROM ALL TRUNKS. 2. REMOVE BURLAP AND WIRE BASKETS FROM THE TOP 1/5 OF ALL ROOT BALLS AFTER PLANTING. IF SYNTHETIC NRAP/BURLAP IS USED, IT MUST BE COMPLETELY REMOVED. 3. STAKING OF TREES TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND REMAIN STRAIGHT FOR A MIN OF I YEAR. ALL STAKING SHALL BE REMOVED AT THE END OF THE I YEAR WARRANTY PERIOD. 4. TREES PLANTED IN TURF AREAS: REMOVE TURF 3' DIA. FROM TREE TRUNK. OI TREE PLANTIN6/STA<IN6 NOT TO SCALE MULCH AS SPECIFIED. BRUSH AWAY FROM STEM. TURN BACK BURLAP, TOP 1/3 OF BALL. KEEP GROUND LINE SAME AS NURSERY. FERTILIZER TABS AS SPECIFIED PLANTING 501L AS PER SPEGS. NOTE: DIG HOLE TNIGE THE SIZE OF ROOTBALL. O SHRUB PLANTI N6 TURF -- 8" 4�LIllllli�ln� FINISH GRADE -111.1 - OUT EDGE NOT TO 5GALE MULCH PER SPEC O PLANTER GUT BED EDGE TOP SOIL NOT TO SCALE LANI;�BGAFE CALCULATIONS LOCATION BUFFER WIDTH LENGTH REQUIRED PROVIDED N. QUARTZ CREEK ST. 37' 1155'/ 35 = 33 TREES 54 TREES S. MERIDIAN RD. 55, 1260V 35 = 3b TREES 60 TREES INTERNAL PARK, 247,170 5F / 8000 = 31 TREES 599 TREES COMMON AREA, (COMMON AREA) AND STREET TREES TOTAL NUMBER OF TREES: 100 TREES 715 TREES NOTES: I. VINYL FENCE STYLE MAY VARY SLIGHTLY. 2. FENCE TO STEP DOWN TO 3' HEIGHT 20' FROM ROW. O 6' VINYL PRIVAG'I' FENCE �^ST GAP Ze x 5 i'2" RAIL y" x 6" VINYL GKET PANELS x 5" 50 POST N6 PER MFG MMENDATI ONS NOT TO SCALE 6' HEIGHT CONCRETE NOISE ABATEMENT WALL BY RHINO ROCK (OR APPROVED SIMILAR) TO BE PLACED ON 4' BERM ALONG HIGHWAY bG (MERIDIAN ROAD) - SEE DTL 6, THIS SHT. O GONGRETE NOISE ABATEMENT NALL NOT TO 51-ALE 6' HT MODULATED CONCRETE NOISE ABATEMENT — WALL TOFF LOT LINE. TOP OF WALL TO BE 10' ABOVE ROAD C/L. RESIDENTIAL UNITS 4' HT BERM Z J O J 1rm 10, COMMUNITY PATHWAY 35' - LOT TO ROW LANDSCAPE AREA O m 0 Z m GRAVEL SHOULDE� FUTURE ITD ROAD SWALE HWY 20/26 60' (APPROX 20' TO EP) (W CHINDEN BLVD) CENTER LINE 100' FROM ROW O HWY 6q (MERIDIAN ROPED) LANDSGAPE BUFFER NOT TO 5GALE LAIV7 FAL77 5YM COMMON NAME BOTANICAL NAME SIZE EVERGREEN TREES HOOPSI BLUE SPRUCE PIGEA PUNGENS 'HOOP511' b-8' HT BSB KARL FUCHS GEDAR GEDRU5 DEODARA 'KARL FUGHS' b-8' HT BSB y V GOL06REEN JUNIPER JUNIPERUS SGOPULORUM 'GOLOGREEN' b-8' HT BSB VANDERHOLFS PINE PINUS FLEXILIS 'VANDERNOLFS' b-8' HT BSB WEEPING WHITE SPRUCE PIGEA 6LAUEA 'PENDULA' 6-8' HT BSB 0+SHADE TREES (GLASS 11U LONDON PLANETREE PLATANUS x AGERIFOLIA 'BLOODGOOD' 2" GAL BSB SWAMP OAK GUERCUS BICOLOR 2" GAL BSB 5HADE/5TREET TREES (GLASS 11) + CRIMSON SUNSET MAPLE AGER TRUNGATUM x A. PLATANOIDE5 'JF5-KH2O2' 2" GAL BSB COMMON HAGKBERRY GELTI5 OGGIDENTALI5 2" GAL BSB SKYLINE HONEYLOGUST 6LEDIT51A TRIAGANTHO5 INERMIS 'SKYGOLE' 2" GAL BSB LITTLELEAF LINDEN TILIA GORDATA 2" GAL BSB AMERICAN SWEETGUM LIOUIDAMBER STYRAGIFLUA 2" GAL BSB TULIP TREE LIRIODENDRON TULIPIFERA 2" GAL BSB ORNAMENTAL TREES (GLASS 1) GANADA RED GHOKEGHERRY PRUNUS VIRGINIANA 'GANADA RED' 6-8' HT. MULTI -STEM GRUZAN CRUSADER HAWTHORN GRATAEOUS GRUS-GALLI 'GRUZAM' 2" GAL BSB CHANTICLEER PEAR PYRUS GALLERYANA 'GLEN'S FORM' 2" GAL BSB HOTWINGS MAPLE AGER TATARIGUM 'GARANN' b-&' HT. MULTI -STEM ROYAL RAINDROPS CRABAPPLE MALU5 x 'JFS-KWS' 2" GAL BSB SPRING SNOW GRABAPPLE MALUS '5PRIN65NON' 2" GAL BSB SHRUBS/ORNAMENTAL GRA55E5/PERENNIAL5 ARIZONA SUN GAILLARDIA GAILLARDIA x 'ARIZONA SUN' I GAL BLACK EYED SUSAN RUDBEGKIA FUL&IDA '60LDSTRUM' I GAL BLUE 6RAMMA GRASS BOUTELOUA 6RAGILI5 'BLONDE AMBITION' I GAL BLUE OAT GRA55 HELICTOTRIGHON SEMPERVIRENS I GAL BLUE RUG JUNIPER JUNIPERUS HORIZONTALIS 'WILTONI' 3 GAL PURPLE GONEFLONER EGHINAGEA PURPUREA I GAL RED FLOWER CARPET ROSE ROSA 'FLOWER CARPET- NOARE' 2 GAL DARTS 60LD NINEBARK PHYSOGARPU5 OPULIFOLIU5 'PARTS GOLD' 3 GAL STELLA DE ORO DAYLILLY HEMEROGALLIS 'STELLA D'ORO' 16AL FINE LINE BUCKTHORN RHAMNUS FRA6ULA 'RON NILLIAMS' 5 6AL KOBOLD eAYFEATHER LIATRI5 5PIGATA 'KOBOLD' 16AL 6R0-LOW SUMAC RHUS AROMATIGA '6RO-LOW' 3 6AL RED HOT POKER KNIPHOFIA UVARIA ' FLAMENCO' I GAL HUSKER RED PENSTEMON PENSTEMON D161TAL15 'HUSKER RED' I GAL IVORY HALO DOGWOOD GORNUS ALBA 'BAILHALO' 5 GAL KARL FOERSTER REED 6RA55 GALAMA6RO5TI5 ARUNDINAGEA 'K.F.' I GAL LITTLE DEVIL NINEBARK PHYSOGARPUS OPULIFOLIUS 'DONNA MAY' 3 GAL HIDGOTE BLUE EN&LISH LAVENDER LAVANDULA AN&USTIFOLIA 'HIDGOTE BLUE' I GAL �j IVORY TOWER YUGGA YUCCA FILAMENTOSA 'IVORY TOWER' 3 GAL MOUNTAIN FLAME ICE PLANT DEL05PERMA x PWN6025 I GAL MAIDEN 6RA55 MI5CANTHUS 51NEN51S 'GRAGILLIMUS' I GAL RED YUCCA HESPERALOE PARVIFLORA 'PERPA' 3 GAL SKY HI6H JUNIPER JUNIPERUS 5GOPUL0RUM 'BAILI6H' 6-8' HT BSB SUMMERNINE NINEBARK PHY50GARPU5 OPULIFOLIA 'SENARD' 5 GAL b' VINYL FENCE ALONG b' HT MODULATED LAWN PROPERTY LINES S SIDE YARDS (TYP). CONCRETE NOISE ABATEMENT WALL ALONG SEE DTL 4, THIS SHT. MERIDIAN RD. (HIGHWAY 6G) (TYP). SEE DTL 5, THIS SHT I®T� I. ALL LANDSCAPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF MERIDIAN ORDINANCE REQUIREMENTS. 2. ALL PLANTING AREAS TO BE WATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 3. TREES SHALL NOT BE PLANTED WITHIN THE 10-GLEAR ZONE OF ALL ACRID STORM DRAIN PIPE, STRUCTURES, OR FAGILITIE5. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED 18" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SHALE SAND WINDOWS. 4. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLES AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' HI6H AT MATURITY HILL BE LOCATED WITHIN VISION TRIANGLE OR AGHD ROW. AS TREES MATURE, THE ONNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAINING CLEAR VISIBILITY HITHIN 40' STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP SIGNS. 5. LANDSCAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING GON5TRUCTION OF THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO ACCOMMODATE DRIVEWAYS AND UTILITIES. TREES SHALL NOT BE PLANTED WITHIN 5OF HATER METERS OR UTILITY LINES. b. PLANT LIST 15 REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR SPEGIE5 THAT ARE SUBJECT TO CITY FORESTER'S PRE -APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY BE ALTERED DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND HIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DONN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. 7. THERE ARE NO EXISTING TREE ON SITE. NO MITIGATION IS REQUIRED. OWNERS DEVELOPER PLANNER/GONTACT ENDURANCE HOLDINGS LLC CHALLENGER DEVELOPMENT 1977 W. OVERLAND RD. 1977 W. OVERLAND RD. MERIDIAN, IDAHO 83642 MERIDIAN, IDAHO 83642 Ai ■m"180" 301mms► sommoi a����ma mmBnv. �l� wr-• JEINMEN'BELTS ASSOCIATES Site Pleminp / Lmadecape Architecture 1808 Tyrol Lane, Ste 180 Bohm, D 88708 Ph (208) 818-7178 www4onse WCom JANE SUGGS GEM STATE PLANNING, LLC 9840 W. OVERLAND RD., STE 120 BOISE, IDAHO 83709 (208) 602-6941 ... ow fiml4...yc.•=- -:-.i�:!7LM.�Yi.AP..��»..I.�4Y.. •..i/•.:AL _'//�V/..lJ:/..Y `(h lyl11 d�' Ixl I O �i "I • PLANT FALETTr= GRAVEL SHOULDER (TYP) BRIAR RIDGE SUBDIVISION. MERIDIAN, IDAHO PRELIMINARY PLAT LANDSCAPE PLAN 5YM COMMON NAME BOTANICAL NAME 51ZE EVERGREEN TREES HOOPSI BLUE SPRUCE KARL FUGHS CEDAR GOLOGREEN JUNIPER VANDERNOLFS PINE WEEPING NHITE SPRUCE SHADE TREES (GLASS III) LONDON PLANETREE SNAMP OAK SHADE/STREET TREES (GLA55 II) a GRIM50N SUNSET MAPLE COMMON HAGKBERRY SKYLINE HONEYLOGUST LITTLELEAF LINDEN AMERICAN SNEETGUM TULIP TREE PIGEA PUNGENS 'HOOPSII' 6-8' HT BSB GEDRUS DEODARA 'KARL FUGHS' 6-8' HT BSB JUNIPERUS SCOPULORUM 'GOLOGREEN' 6-8' HT BSB PINUS FLEXIL15 'VANDERNOLFS' 6-8' HT BSB PIGEA GLAUEA 'PENOULA' 6-8' HT B$B PLATANUS x AGERIFOLIA 'BLOODGOOD' 2" GAL BSB QUERGUS BIGOLOR 2" GAL BSB AGER TRUNGATUM x A. PLATANOIDES 'JFS—KW202' 2" GAL BSB GELTIS 0GGIDENTAL15 2" GAL BSB GLEDITSIA TRIAGANTH05 INERMIS 'SKYGOLE' 2" GAL BSB TILIA GORDATA 2" GAL BSB LIQUIDAMBER STYRAGIFLUA 2" GAL BSB LIRIODENDRON TULIPIFERA 2" GAL BSB ORNAMENTAL TREES (GLASS U GANADA RED GHOKEGHERRY PRUNUS VIROINIANA 'GANADA RED' b-8' HT. MULTI —STEM GRUZAN CRUSADER HAWTHORN GRATAEGUS GRUS—GALLI 'GRUZAM' 2" GAL BSB AICHANTICLEER PEAR PYRUS GALLERYANA 'GLEN'S FORM' 2" GAL BSB H0TNIN65 MAPLE AGER TATARIGUM 'GARANN' 6-8' HT. MULTI —STEM ROYAL RAINDROPS CRABAPPLE MALUS x 'JFS—KN5' 2" GAL BSB SPRING SNOW CRABAPPLE MALUS 'SPRINGSNON' 2" GAL BSB SHRUBS/ORNAMENTAL GRA55E5/PERENNIAL5 ARIZONA SUN GAILLARDIA GAILLARDIA x 'ARIZONA SUN' I GAL BLACK EYED SUSAN RUDBEGKIA FULGIDA '670LD5TRUM' I GAL BLUE GRAMMA GRA55 BOUTELOUA GRAGILIS 'BLONDE AMBITION' I GAL BLUE OAT GRASS HELIGTOTRIGHON SEMPERVIRENS I GAL BLUE RUG JUNIPER JUNIPERUS HORIZONTALIS 'NILTONI' 3 GAL PURPLE CONEFLONER EGHINAGEA PURPUREA I GAL RED FLOWER CARPET ROSE ROSA 'FLOWER CARPET— NOARE' 2 GAL DARTS GOLD NINEBARK PHY50CARFUS OPULIFOLIUS 'DART'S GOLD' 3 GAL STELLA DE ORO DAYLILLY HEMER0GALL15 'STELLA D'ORO' I GAL FINE LINE BUCKTHORN RHAMNUS FRAGULA 'RON NILLIAMV S GAL KOBOLD GAYFEATHER LIATRIS SPICATA 'KOBOLD' I GAL GRO—LON SUMAC RHUS AROMATIGA 'GRO—LOW' 3 GAL RED HOT POKER KNIPHOFIA UVARIA 'FLAMENCO' I GAL HUSKER RED PENSTEMON PENSTEMON DIGITALIS 'HUSKER RED' I GAL IVORY HALO DOGWOOD GORNUS ALBA 'BAILHALO' S GAL KARL F0ER5TER REED ORA55 GALAMAGR05TI5 ARUNDINAGEA 'K.F.' I GAL LITTLE DEVIL NINEBARK PHY5OGARPU5 0PULIF0LIU5 'DONNA MAY' 3 GAL HIDGOTE BLUE ENGLISH LAVENDER LAVANDULA ANGUSTIFOLIA 'HIDGOTE BLUE' I GAL IVORY TOWER YUCCA YUCCA FILAMENTOSA 'IVORY TOWER' 3 GAL MOUNTAIN FLAME ICE PLANT DEL05PERMA x PWN6025 I GAL MAIDEN GRA55 M15GANTHU5 5INEN515 'GRAGILLIMUS' I GAL RED YUGGA HESPERALOE PARVIFLORA 'PERPA' 3 GAL SKY HIGH JUNIPER JUNIPERUS 5G0PUL0RUM 'BAILIGH' 6-8' HT BSB SUMMERNINE NINEBARK PHY50GARPU5 OPULIFOLIA 'SENARD' S GAL 6' HT MODULATED 6' VINYL FENCE ALONG CONCRETE NOISE LAWN 0--4V-0 PROPERTY LINES $ SIDE ABATEMENT WALL ALONG YARDS (TYP). MERIDIAN RD. (HIGHWAY 69) (TYP). 17r=\/F-L0P1�ENT 1�)A7A N07E5 I. ALL LANDSCAPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY OF MERIDIAN ORDINANCE REQUIREMENTS. 2. ALL PLANTING AREAS TO BE NATERED WITH AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 3. TREES SHALL NOT BE PLANTED WITHIN THE 10—GLEAR ZONE OF ALL AGHD STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. SEEPAGE BEDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. ALL SHRUBS PLANTED OVER OR ADJACENT TO SEEPAGE BEDS TO HAVE A ROOT BALL THAT DOES NOT EXCEED 18" IN DIAMETER. NO LAWN SOD TO BE PLACED OVER DRAINAGE SHALE SAND NIND0N5. 4. NO TREES SHALL IMPEDE THE 40' VISION TRIANGLES AT ALL INTERSECTIONS. NO CONIFEROUS TREES OR SHRUBS OVER 3' HIGH AT MATURITY WILL BE LOCATED WITHIN VISION TRIANGLE OR AGHD RON. AS TREES MATURE, THE OWNER SHALL BE RESPONSIBLE FOR PRUNING TREE CANOPIES TO MEET AGHD REQUIREMENTS FOR MAINTAINING CLEAR VISIBILITY WITHIN 40' STREET AND DEPARTURE VISION TRIANGLE. TREES SHALL BE PLANTED NO CLOSER THAN 50' FROM INTERSECTION STOP SIGNS. 5. LANDSCAPE AND TREES IN FRONT OF BUILDING LOTS ON INTERIOR STREETS TO BE COMPLETED DURING CONSTRUCTION OF THESE LOTS. TREE LOCATIONS MAY BE ALTERED TO ACCOMMODATE DRIVEWAYS AND UTILITIES. TREES SHALL NOT BE PLANTED NITHIN 5' OF HATER METERS OR UTILITY LINES. 6. PLANT LIST 15 REPRESENTATIVE AND SUBJECT TO ADDITIONS AND/OR SUBSTITUTIONS OF SIMILAR SPECIES THAT ARE SUBJECT TO CITY FORESTER'S PRE —APPROVAL. PLANTING BED DESIGN AND QUANTITIES MAY BE ALTERED DURING FINAL PLAT LANDSCAPE PLAN DESIGN. BURLAP AND HIRE BASKETS TO BE REMOVED FROM ROOT BALL AS MUCH AS POSSIBLE, AT LEAST HALFWAY DONN THE BALL OF THE TREE. ALL NYLON ROPES TO BE COMPLETELY REMOVED FROM TREES. 7. THERE ARE NO EXISTING TREE ON SITE. NO MITIGATION 15 REQUIRED. LAN=�5GAFrE GALGULA7I0N5 TOTAL AREA................................................................................................................. 55.21 ACRES LOCATION BUFFER WIDTH LENGTH REQUIRED PROVIDED SINGLE FAMILY RESIDENTIAL................................................................................... 221 SINGLE FAMILY DETACHED .................................................. 125 SINGLE FAMILY TOWNHOUSE ................................................ 104 COMMONAREA LOTS................................................................................................. 4l TOTALLOTS.................................................................................................................... 274 COMMONAREA.............................................................................................................. 1.70 ACRES (20.1%) USEABLE OPEN SPACE............................................................................................... 4.52 ACRES (11.8%) EXISTINGZONING.......................................................................................................... RUT PR0P05EDZONING..................................................................................................... TN—R N. QUARTZ GREEK ST. 3l' 1155'/ 35 = 33 TREES 54 TREES 5. MERIDIAN RD. 35' 12601/ 35 = 36 TREES 60 TREES INTERNAL PARK, 24-7,I10 SF / 8000 = 31 TREES 599 TREES COMMON AREA, (COMMON AREA) AND STREET TREES TOTAL NUMBER OF TREES: OWNERS ENDURANCE HOLDINGS LLC 1977 W. OVERLAND RD. MERIDIAN, IDAHO 83642 MARCH 10, 2021 DEVELOPER CHALLENGER DEVELOPMENT 1977 W. OVERLAND RD. MERIDIAN, IDAHO 83642 0' 80' 160' 240' NORTH SCALE 1" = 80' 100 TREES -715 TREES PLANNER/GONTAGT JANE SUGGS GEM STATE PLANNING, LLC 9840 W. OVERLAND RD., STE 120 BOISE, IDAHO 83709 (208) 602-6941 AiL ■ra:.ir, ��rarararar ,..... Amerced JENSENBELTS ASSOCIATES err. pk dog / L.dow" Ara�b•ur. PLL Mm srsTne �.Iw�rbMbaa Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 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