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Application Charlene Way From:clerk@meridiancity.org Sent:Wednesday, February 10, 2021 8:03 AM To:Charlene Way Subject:Development Application Transmittals - Villagio Subdivision AZ, PP H-2021--0005 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Villagio Subdivision AZ,PP H-2021-0005 st Hearing Date: April 1, 2021 Assigned Planner: Alan To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Commission Hearing Date: April 1, 2021 Planner: Alan File No.: H-2021-0005 Project Name: Villagio Subdivision Request:  Annexation & zoning of 19.61 acres of land with a R-15 zoning district and a preliminary plat consisting of 95 building lots and 9 common lots, by Schultz Development, LLC Location: The site is located on the west side of N. McDermott Rd, between W. McMillan Rd. and W. Chinden Blvd. in the NE ¼ of the SE ¼ of Section 29, Township 4N., Range 1W. Planning Division EI DIA �1T------,l HEARING APPLICATION i A kO Type of Review Requested Hearing File number: H-2021-0005 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicantname: MATT SCHULTZ Phone: Applicant address: 8421 S TEN MILE ROAD, MERIDIAN, ID 83642 Email: schultzdevelopment@yahoo.com Ownername: DAN JOHNSON, MCDERMOTT PROPERTIES LLC Phone: Fax: Owner address: PO BOX 344, MERIDIAN, ID 83642 Email: dan@riverwood homes.ocm Agent name(e.g.architect,engineer,developer,representative): MATT SCHULTZ Finn name: Phone: Fax: Address: 8421 S TEN MILE ROAD Email: schultzdevelopment@yahoo.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): SO429427300 Township,range,section: 4N 1 W29 Project Description Project/Application Name: Villagio Subdivision -AZ, PP Description of work: Annexation, Rezone, and Preliminary Plat for 95 Building Lots and 9 Common Lots on 19.61 Acres 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 Annexation and Zoning-AZ: CHECKED Preliminary Plat-PP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0830 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: West Side of McDermott, North of McMillan Current Land Use: AG Total Acreage: 19.61 Prior Approvals(File Numbers): none Traffic Study Required per ACHD: No ZONING DISTRICT(S) R-15: CHECKED FLUM DESIGNATION(S) Medium Density Residential: CHECKED Acreage-Medium Density Res: 19.61 PROJECT INFORMATION Number of Residential Units: 95 Minimum Square Footage of Living Area(Excluding Garage): 1,415 Gross Density: 4.84 Net Density: 9.52 What was the date of your pre-application meeting?: 01/25/2021 What was the date of your neighborhood meeting?: 01/25/2021 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 R-15: CHECKED Acreage-R-15: 19.61 PLATS ONLY Number of Building Lots: 95 Number of Common Lots: 9 Total Number of Lots: 104 Minimum Lot Size: 3,617 Average Lot Size: 4,577 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Area of Plat: 19.61 acres Plat Date(MM/DD/YYYY): 01/22/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Parkways: CHECKED Acres of Qualified Open Space: 2.64 Percentage of Qualified Open Space: 17.07 QUALIFYING SITE AMENITIES Additional 5%Open Space: CHECKED Children's Play Structure: CHECKED Walking Trails: CHECKED Other Qualified Site Amenities: covered sitting area near playground TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Matt Schultz MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 January 13, 2021 City of Meridian Planning and Zoning Commission and City Council c/o City of Meridian Planning Department 33 E. Broadway Avenue Meridian, ID 83642 RE: Villagio Subdivision Annexation,Rezone, and Preliminary Plat Applications Dear Commissioners and City Council Members: On behalf of Schultz Development,LLC and McDermott Properties LLC,please accept these applications for annexation, rezone, and preliminary plat for the Villagio Subdivision located on the west side of N. McDermott Road approximately 1/4 mile north of McMillan Road. We are requesting annexation and rezone from County RUT to R-15 and a preliminary plat for 95 building lots and 9 common lots on 19.61 acres. Existing Master Plan and Zoning The property is currently Ada County RUT and shown as Medium Density Residential on the Meridian Comprehensive Plan and Future Land Use Map. The property is adjacent to the following property: West Undeveloped County RUT North—Undeveloped County RUT East City R-15 (Gem Academy) South—Undeveloped County RUT ITD has reserved the east 4.16 acres of the property (300 feet wide)between proposed Villagio subdivision and McDermott Road for the future 1-84 to Hwy 16 Beltway Corridor. Proposed Annexation and Zoning The site is contiguous to the Meridian city limits on the east boundary at McDermott Road, In accordance with the Meridian Comprehensive Plan and to allow a diversity of quality housing product in the area, the site is proposed to be zoned R-1S with two styles of single-family detached housing. Site Statistics The proposed site statistics are as follows: Qualified Acres Building Lots Gross Density Open Space 19.61 95 4.84 DU/ac 2.64 ac - 13.5% -4.16 ac (ITD Reserve Adjust) 6.14 DU/ac 17.1% Sewer Service The Villagio Subdivision will be serviced by an 8-inch sewer main in McDermott Road to be constructed in 2021 with Gem Academy project. The sewer has adequate depth to service our project. Water Service The Villagio Subdivision will be serviced by a 12-inch water main in McDermott Road. The houses in Villagio Subdivision will be provided with fire sprinklers in lieu of a looped service unless another project develops prior to construction to the north or south of our project with an additional water connection. Pressure Irrigation Pressure irrigation will be provided by Settlers Irrigation District(SID) via a pump station and pressure irrigation mains to be constructed utilizes surface irrigation water rights for the property. Gravity Irrigation All private irrigation laterals onsite will be piped in accordance with Meridian code and historical delivery points will be maintained. Roadways and Storm Drainage The site will be accessible to McDermott Road constructed to off-site standards across the 300-foot- wide ITD reservation(4.16 acres). ITD will construct an alternate access from our southwest corner to McMillan Road when the primary access is eliminated by the beltway construction in the future. Other developments may construct that access prior to ITD. Six(6) stub streets are provided by the Villagio Subdivision to the north, south, and east for ample future vehicular and pedestrian connectivity. All interior roadways will be 33' back-to-back of curb with detached 5' sidewalks and 8' tree-lined parkstrips. A street parking plan has been provided with the application to show"guest"parking of 105 spaces on the public roads. The guest parking is in addition to the 2 garage spaces and 2 driveway spaces per house. Storm drainage for the interior roadways will be mitigated by underground seepage beds within landscape areas as shown on the attached preliminary utility plan Open Space and Amenities The site has 2,200 feet of meandering 5' pathways within landscaped common lots with a playground and covered sitting area centrally located in the middle of the site at the intersection of the pathways. In addition, the site has 5,700 feet of detached 5' sidewalk along the roadways with 8' landscape parkstrips. As designed, the site has 2.64 acres of qualified open space which is 13.5% (gross) or 17.1% (gross ITD adjusted). Lot Size and Architecture The site has been designed in accordance with R-15 dimensional standards with lot sizes ranging from 3,546 SF to 5,755 SF, with an average lot size of 4,577 SF. The homes will all be a mix of single-story and two-story products with 2-car garages and homes ranging from 1,450 SF to 1,820 SF similar to the renderings provided in the application. The site has approximately 50%common driveway "quad"lots and 50% standard front garage lots. Variances The site design for the Villagio Subdivision exceeds the minimum requirements of the 1-15 zoning ordinance and no variances are requested with this application. Summary The proposed annexation,rezone, and preliminary plat applications for the Villagio Subdivision carefully considered all aspects of the Meridian Zoning Ordinance,the Meridian Comprehensive Plan, site location, surrounding neighborhoods, and the housing market in Meridian to develop a high-quality residential development that exceeds the minimum development standards and provides compatible design characteristics with the surrounding neighborhood. We respectfully request your approval of these applications. Sincerely, 10-1 Matt Schultz Schultz Development LLC AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, M e be✓'wto* P 4ks UL C A6G ._ Ca l,,f Sy. , 5_.J A 12 0 f (name) (address) (city) (state) being first duly sworn upon,oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of �Ceig ✓ ,20 ZU (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. �' C' A Tq ��i <0�� (Notary Public for Idaho) Nip s Residing at:_ � 1 • cs'% -�G�� _ My Commission Expires:of $list 33 E.Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)887-2211 • Facsimile: (208)887-1297 • Website:www.meridiancity.org RE: TIS required email for Meridian - Villagio Subdivision From: Mindy Wallace (mwallace@achdidaho.org) To: schultzdevelopment@yahoo.com; mmunger@whpacific.com Date: Tuesday,January 5, 2021, 01:48 PM MST Matt, A traffic impact study is not required for this application. Mindy Mindy Wallace,AICP Planning Review Supervisor Ada County Highway District 208-387-6178 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: Matt Schultz<schultzdevelopment@yahoo.com> Sent: Monday, January 04, 2021 8:50 PM To: Mindy Wallace <Mwallace@achdidaho.org>; Matt Munger<mmunger@whpacific.com> Subject: TIS required email for Meridian-Villagio Subdivision [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 Mindy, we have 95 building lots in NW Meridian (19.6 acres) we are submitting for the Villagio Subdivision...4.2 acres of that is an ITD reservation parallel to McDermott. We are going to do a CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Villagio Subdivision Date: 9/8/20 Applicant(s)/Contact(s): Meredith Pond—Owner; Matt Schultz—Applicant; Dan Johnson—Developer City Staff:Alan, Bill,Amanda, Caleb, Brian, Tom Walsh, Codee, Scott Colaianni, Joe Bongiorno, Cameron Arial Location: Parcel SO429427300, N McDermott Road, north of McMillan Size of Property: 20 ac Comprehensive Plan FLUM Designation: Medium Density Residential (MDR) Existing Use:Ag/Vacant Existing Zoning: RUT Proposed Use: Single Family Detached/Townhomes Proposed Zoning: R-15 Surrounding Uses: RUT/Residential to the North, R-15 and Gem Innovation School to the East; RUT/Ag to the West and South Street Buffer(s)and/or Land Use Buffer(s): 50' buffer to future SH16; 20' buffer to future collector street at West boundary. Noise abatement shall be constructed along buffer of future SH16 expansion (refer to UDC 11-3H-4). Open Space/Amenities/Pathways: Min. 10%qualified open space; Minimum 1 site amenity required. Access/Stub Streets/Street System:Access to McDermott will be temporary until SH 16 project cuts that access off.A secondary access at west boundary will be required. Waterways/Topography/Flood Plain: N/A Sewer/Water: Property is subject to Oaks lift station and pressure sewer reimbursement agreement for infrastructure enhancement. Infrastructure being extended to Gem Innovation School across the street.Applicant will be required to bring water and sewer across N. McDermott Rd and will need to stub to properties bordering subject property. History: Earlier Pre-App Meeting held on February 25, 2020(Johnson-McDermott) Additional Meeting Notes: • Improvement timing will be key due to SH 16 expansion project.Work with ITD regarding their latest plans and phasing. 300'for future SH16 (270' ROW, plus 30'easement, measured from centerline of existing McDermott Road). • Access will only be temporary from N. McDermott Road until SH 16 is constructed.At that point, alternate access will be necessary. • ITD plans to build access road on western side of parcels that currently take access off of McDermott; this road will only be built when ITD begins construction on this portion of the highway. It is unknown if this alternate road will be adequate for the project as proposed, applicant will need to coordinate with ITD and ACHD. Proof of sufficient access, including possibly curb, gutter and sidewalk, will be required for staff support of the proposal. • Staff believes Coal Valley Christian School is contemplating purchase of the western parcel (SO429427800)for a new campus. The applicant should coordinate with this property owner in regard to access and infrastructure. Please contact John Bottles with Mark Bottles Real Estate Services at 208.377.5700 or ibottles(o.markbottles.com for details. • Noise abatement shall be constructed along buffer of future SH16 expansion (refer to UDC 11-3H-4).These walls should be sufficient for sound dampening on adjacent properties. Several sound walls have been approved with the Gander Creek South Subdivision (FP H-2019-0108)and Chukar Ridge(PP-H-2020-0025). • Currently sewer is not available. Sewer will be available on the East side of McDermott once Gem Innovation project is completed. • Water is currently not available.Water will be available on the East side of McDermott once Gem Innovation project is completed. Contact Kyle Radek in Public Works for information on flow requirements and if a single connection on McDermott is sufficient for flow. • Surface water must be utilized for irrigation.A backup source is required.A single point connection to City water may be used as a backup(shoulder season use only). • All public roadways within the development will require streetlights. Contact Al Christy in Public Works verify if additional lights are required along McDermott. • Water/Sewer must be stubbed to and through your project to serve the adjacent parcels. • W&S connections will need to be provided to each individual lot. Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 at ACHD for information in regard to a TIS,conditions,impact fees and process. Other Agencies/Departments to Contact: ® Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ® Public Works Department ® Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District(SID) ❑ Building Department ® Republic Services ❑ Police Department ❑ Parks Department ❑ Central District Health Department ® Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ® Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text ® Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-6C 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. NEIGHBORHOOD MEETING VILLAGIO SUBDIVISION ANNEXATION,REZONE, AND PRELIMINARY PLAT ZOOM VIDEO CONFERENCE JANUARY 25, 2021 at 6.00 PM Name Address Phone 4 E-mail 2. c«lt QJ 4. 5. 6. 7. 8. RE: Villagio Subdivision Name Reservation From.- Sub Name Mail (subnamemail@adacounty.id.gov) To: schultzdevelopment@yahoo.com Cc: tfoster@whpacific.com Date: Monday, March 2, 2020, 09:41 AM MST March 2, 2020 Travis Foster, WHPacific Matt Schultz, Schultz Development RE: Subdivision Name Reservation: VILLAGIO SUBDIVISION At your request, I will reserve the name Villagio 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, landp oDATA Villagio Subdivision Vicinity Map r - M ti NNe.l ran z 1� 43°38'40.15" N 116°28'02.64" W Aug 24, 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. DATE: August 27, 2020 ANNEXATION BOUNDARY - VILLAGIO A parcel of land being all of the 5112 NE114 SE 114 of Section 29, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, and being more particularly described as follows: COMMENCING at the East 114 corner of said Section 29, monumented by a found 2" Aluminum Cap stamped "LS 3627" (Corner Record No. 2020-020780), from which the southeast corner of said Section 29, monumented by a found 3 1/2" Brass Cap stamped "J-U-B Engineers Inc. Feb 2005 PLu 8575" (Corner Record No- 2019-017185), bears South 01'00'42" West, a distance of 2630.67 feet; I Thence South 01 000'42" West, coincident with easterly line of the NE 114 SE 114 of Section 29, a distance of 657.65 feet to the POINT OF BEGINNING; Thence South 01°00'42" West, coincident with said easterly line of the NF 114 SE 114 of Section 29, a distance of 657.65 feet to the southeast corner of the parcel herein described; Thence leaving said easterly line of the NE 114 SE 114 and coincident with the soLftherly line of said 5112 NE114 SE 114 of Section 29, North 89022'16' West, a distance of 1323.20 feet to the southwest corner of the parcel herein described; Thence coincident with the westerly line of said 5112 NE114 SE 114 of Section 29, North 00'56'01" East, a distance of 657.50 feet to the northwest corner of the parcel herein described; Thence coincident with the northerly line of said 5112 NE-1/4 SE 114 of Section 29, South 89022'23" East, a distance of 1324-09 feet to the POINT OF BEGINNING. The above described parcel contains 19.98 acres or 870,448.89 square feet, more or less. Together with and subject to covenants, easements, and restrictions of record. The basis of hearing for this parcel is North 01 000'42" East between the southeast corner and the East '/, corner of said Section 29. Robert Gromatzky, P.L.S- License No. 17216 IV a c T��M s I I S1/2 NE1/4 SE1/4 SECTION 29 I I T. 4 N.; R. 1 W.; E.M. E 1/4 CORNER SECTION 29 FOUND 2" ALUMINUM CAP STAMPED "LS POINT OF COMMENCEMENT 3627" INSTR, 2020-020780 "I i Q POINT OF BEGINNING S89'22'23"E 1324.09' 1 a w ANNEXTATION AREA p w 19.98 ACRES 3 m 870,448.89 SQ. FT. a o � oylV] ._ Q N89'22'180W 1323.20' IN, m I 1~ i i I kII� I o w � W I �I �ya,AG E N SD o 8- 8—� a c Q 17216 McMILLIAN RD. — — — R SE CORNER SECTION 29 3.5" BRASS CAP G STAMPED "J--U—B ENGINEERS INC. FEB 2005 PLS 8575" 1NSTR# 2019-017185 SF1_FET Iil,",gam LEGAL DESCRIPTION ORAWNG INFO 5HFfq INFf, N I V +7 ANNEXATION 229120-800170.00 !12L-I-Alf- VILLAGIO2 of 2 VILI.AGIQLEGAr-.R3VC=RWQDa RIVERWOOD HOMES-VILLAGIO 1"=400° DATE; August 27, 2020 BOUNDARY - VILLAGIO A parcel of land being a portion of the S112 NE114 SE 1/4 of Section 29, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, as described in Instrument # 102075999 recoiled on July 5, 2002 in the Off ice of the Ada County Recorder and being mare particularly described as follows; COMMENCING at the East 114 corner of said Section 29, monumented by a found 2" Aluminum Cap stamped "LS 3627" (Corner Record No. 2020-020780), from which the southeast corner of said Section 29, monumented by a found 3 112' Brass Cap stamped "J-U-B Engineers Inc. Feb 2005 PLS 8575" (Corner Record No. 2019-017185), bears South 01°00'42° West, a distance of 2630,67 feet, Thence South 01°00'42" West, coincident with easterly line of the NE 114 SE 114 said Section 29, a distance of 657.65 feet; Thence leaving said easterly line of the NE 114 SE 114 of Section 29 and coincident with the northerly line of said S112 NE114 SE 114 of Section 29, North 89022'23" West, a distance of 25.00 feet to a point on the westerly Right-Of-Way line of McDermott Rd. and the POINT OF BEGINNING; Thence coincident with said westerly Right-Of-Way line of McDermott Rd, parallel and offset 25.00 feet to the west of said easterly line of the NE 114 SE 114 Section 29, South 01°00'42" West, a distance of 657.65 feet to the southeast corner of the parcel herein described; Thence leaving said westerly Right-Of-Way line of McDermott Rd and coincident with the southerly fine of said S'112 NE114 SE 114 of Section 29, North 89°22'16" West, a distance of 1298-20 feet to the southwest corner of the parcel herein described; Thence coincident with the westerly tine of said S112 NE114 SE 114 of Section 29, North 00556'01" East, a distance of 657.60 feet to the northwest corner of the parcel herein described; Thence coincident with the northerly line of said S112 NE114 SE 114 of Section 29, SOLrth 89°22'23" East, a distance of 1299.09 feet to the POINT OF BEGINNING. The above described parcel contains 19.61 acres or 854007.60 square feet, more or less- Together with and subject to covenants, easements, and restrictions of record. The basis of bearing for this parcel is North 01°00'42" East between the Southeast corner and the East % corner of said Section 29. Robert Gromatzk P.L.S. LA License No. 17216 N �01--N 5 �G o ~'S 26-z " 1721£� 0 R CC;R0 A PORTION OF I S1/2 NE1/4 SE1/4 SEC-nON 29 + I T. 4 N.; R. 1 W.; B.M. E 1/4 CORNER SECTION 29 FOUND 2" ALUMINUM CAP STAMPED IS POINT OF COMMENCEMENT 3527' INSTR, # 2020-020780 ^I x I N fI � 1 a N89.22'23"W 25. a' POINT OF BEGINNING S89.22'23"E 1299.09' 1 a I � ^N I� LO C7 BOUNDARY AREA W 19.61 ACRES `� I C'i 854007.60 SQ. FT. N Cl 1 p¢ I N8972'18"W 1298,20' I w C) w 1 PI o tiD�AJ- LANp .S 4. p O d 17 6 6L�" -- McMILLIAN RD, — lilt — SE CORNER SECTION 29 3.5" BRASS CAP R r G R Q M STAMPED "J—U-9 ENGINEERS INC. FEB 2005 PLS 8575° INSTR# 2019-017185 SHEET"�"'g� LEGAL DESCRIPTION °R''"'NGNV° SHEET INFO N VILLAGIG BOUNDARY 229120-BOO17d.00 o I 0 ndK cHEcxEo Rac RIVERWOOO VILLAGIG LEGAL.. LAST EDIT 41aM420 M.,jd i1elbY 1 a10-r 5uiie,o RIVERWOOD HOMES-VILLAGID �'-400' PEOT OM1TE Ina-3�:-snu www.u�s.eum A PRELIMINARY PLAT OF VILLA GIO SUBDIVIS ON E o 0 L 0 CA TED IN THE N.E. Y4; OF THE S.E. Y4; z SECTION 29, T. 4N. , RAW. ; B.M. ADA CO LINTY, IDAHO J c SCALE 2021 60 0 30 60 120 c: N 0 - - - - M 't C 1/4 SECTION 29 FOUND 5/8" REBAR CAP "S&E LS 3627" S89'22'30"E 2650.06' - - - - - - - ( FEET ) O 00 CPF 2015-014106 NEEDS UPDATED - CORNER ESTABLISHED BY E 1/4 CORNER SECTION 29 1 INCH = 60 FT. (.0 o RECORD OF SURVEY 2713, INSTR. # 94000018, JANUARY 3, 1994 FOUND 2" ALUMINUM CAP STAMPED "LS 3627" INSTR. # 2020-020780 I I� 11 ill l I IIII � III Ili I U/V-PLATTED IIII ��s �oN T�FNc I III Quo G JAMES M. CONNELLY W CHINDEN BLVD III S89°22'23"E 1299.09' a' I III 625 III 20.00' 100.50' 37.00' 36.00' 36.00' 36.00' 36.00' 1-736.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 51.58' M 198.00' 275 00 I I Ill a 0 3 .o' - - - - Il�n�l I I �n III 5,052 SF 3 .0' B �C� 3 .O' ss.00' 7s.00' / a 9T P IIIIIIIII I IIIII I o O F F�a 0 0 (IIIIIIIII IIII II �T Nj MuN�' I III r- ,-00.50 ^ 10 I 0 I ® I 0 I © I 0 I ® I 0 I 1 o I 11 I 12 I 13 I� 14 I 15 I )SjF ^I IIIIIIIII I I o 4 8 o g o o g g g 4,840 SF � a 3 o I 522 SF 13,617 SF 13,617 SF 13,617 SF 13,618 SF 13,618 SF I'3,618 SF 13,618 SF 13,618 SF I'3,618 SF 13,618 SF 13,618 SF I'3,618 SF I'3,618 SF 13,618 SF 14,9 5,755 SF II IIOf III M M I W I I 88.00' I IIIIIIIII , I I �' o N 3�618 SF cn = _ - II P I o - _� IIIIIIIII �__i IIIII Ee PROJECT SITE 100.50' �9>>' I o - _ 163.00' IIIIIIIII _ _ _ _ _ VILLAGIO SUBDIVISION W MCMILLAN ROAD III o 4 0 16.43' 36.00' 36.00' 36.00 36.00'--36.00*--36.00'--36.00'--36.00'_ 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 30.04' 88.0° IIIIIIIII \ ' I IIII 0 3,618 SF W. TERRAIN ST. $"W w W ✓ 8"W o 4 o O IIIIIIIII IIIII FIVE MILE CREEK 0 0- 2 IIIII IIIII / I I o III I ,00.so' s"ss s"SS 8"S 8"ss cn 8"SS - 5,755 SF III III S 5 o I 4,840 SF _ _ _ - - - I <��s\ I IIIIIIIII ITD ROAD RESERVATION / IIIII Ili 3�618 SF "'I °J ,/ •24-55.00' 10.010.00' 55.00' 55.00' 10.010.00' S5.00' 17.17' S5.00' 10.010.00' 55.00' 55.00' 1.0.010.00' 55.00' 8.96' - _ _ - IIIIIIIII 4.15 ACRES 1 I rn o III 100.50' I 1 ?9>9 °° I 88.00' 75.00 I I o I II I J II m 0 l I I 0 0 l o f I l o o f t o o f I l o I I I I I 0 6 IIIIIIIII Ill W USTICK ROAD ll \ I 3,618 SF Q' 1 $ 4 0 5 0 0 ® o o O o 0 12 $ 13 g o 16 o v' "' \'� 1� l Ill ,00.50' I 4,840 SF I I I`° 4,840 SF I 4,840 SF I I I'° 4,840 SF I I`° 4,840 SF I I I`� 4,840 Sf `°I 4,840 SF `°I I I 4,840 SF wI I 4,840 SF 5,75555 SF IIIII IIII I Ill � L�Cl1' 6 A _ I VICINITY MAP l� I M �I o s 88.0°- - - IIIII IIIII III 1r I 3,618 SF "'I rz, I - - - NTS - - � M - M I I o ,63.00' -� IIIIIIIII I III � Y I 100.50' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' 55.00' I I 88.0° I IIIIIIIII I III E� I 0 8 IIIIIIIII I I o w 3�618 SF 0 0 I I I I O I O I O I I 5�5SF- IIIII IIII PHASE 2 I III I NOTES: 0 6 7 0 c.q 10 11 0 14 15 a S� ^ 100.50' I^ 5,755 SF I 5,755 SF I O I O I I^ O I 5,755 SF I 5,755 SF I 5,755 SF ^I I I I I I I II I l Z I I N O M 5,755 SF 5,155 SF 5,755 SF 88.00' - 75.00' I III W� 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL Lu l J� I III v HAVE A 10' UTILITY EASEMENT. a _ _ _ _ s ACHD ROAD EASEMENT ❑ �9. 3,�54426p,SF ,��6 I s5.00' - ss.00' s5.00' _ ss.00' ss.00' _ 65.00' 65.00' 65.00' I J�9�� I III 2. ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS Z �� 76.00' ti°0°` I - - - 5,s3g4�s°F2, I (TEMPORARY) I III I I OTHERWISE SHOWN. O_ m �z - - N z 3. ALL WATER MAINS SHALL BE 8 0 UNLESS OTHERWISE �� w 8"wa„wa„w s"w _ � SHOWN.P W. AMALFI ST. L OC/1' 7 W. AMALFI ST. m 4. DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE 54�2& M Q� z N - N '- - S. 8i'ss 8"ss 8"SS II o� o Z AND/OR SUBSURFACE FACILITIES AS APPROVED BY THE CITY ,a1.sa' TEMPORARY ACCESS ROAD TO BE II - cn Z OF MERIDIAN AND ACHD. N N J S �� o I I 65.00' 65.00' 65.00' 65.0� 65.00' 65.00' 65.00' 66.59' 6� - - I I I , �i ^ I REMOVED WITH PHASE 2 I I a Q Q 5. SANITARY SEWER AND POTABLE WATER SERVICE PROVIDED 7a.00' �o�� I zIo I I I - 5,665 SF - _ Il�n I III °�° /� BY MERIDIAN CITY. Y Y 84.20' 32 I 31 I o 28 I 27 s o 23 75.00' II I I I / \ 6. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE o 0 20 I 19j I 8800 IIII I II N Q IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION LL ❑ ❑ F Q O A ` \ Z W I- I o � 5,770 SF 5,755 SF 5,755 SF 5,755 SF 24 I I^ ^ I I d w ❑ w N I I I 5,755 SF I 5,754 SF I 5,753 SF I 5,853 SF o \ o IIIIIIIII I 111 N WATER. Z Z Y O o ❑ l I 3,546 SF N o - IIIIIIIII I III 7. LOT 1 BLOCK 2; LOT 1 BLOCK 3; LOT 1 BLOCK 5; LOT 1 w LD v - 4,840 SF IIIII IIII I Ill I N BLOCK 6; LOT 1 BLOCK 7 ARE COMMON LOTS TO BE OWNED Lu w o LU Q Q li I looso' z 55.40' r 55.00' - _ 55.0� 55.00' 0 co S5.00' 55.00' 55.00' Ss.os' I 5,755 SF AND MAINTAINED BY THE H.O.A. LLL Io 0 0 - - 1 II 11 $ z I N N 88.00' II I" 3,618 SF - IIIIIIIII I III o 163.00' IIIIIIIII II 100.50' -� I I I I I I � � - - J I l M � � 33 06 I 3o I 29 I 0oo I 0 I I 18 I I s8.00' l \ IIIIIIIII` /I IIII N l DEVELOPMENT FEATURES Lu 0 0 26 0 0 25 0 0 22 0 21 0 0 0 06 1 o c IIIII IIII / TOTAL ACRES....................................... 19.61 ACRES �I l I I 3,618 SF "' 4,898 SF I 4,842 SF I 4,842 SF I 4,842 SF 4,840 SF I 4,840 SF I"° 4,840 SF I89 4,910 SF 0 5 g i00.50' O 5,755 SF IIII / ^ ITD RESERVATION............... ................. 4.16 ACRES ° I �9 4,84o SF I M ADJUSTED GROSS ACREAGE................ 15.45 ACRES z v 0 I I 19 10 13 0 ''" J Cn 5.39' S5.8T 10.00'L00' 55.00' S5.00' 10.00'L00' 55.00' 15.00' 55.00' 10.00'1.00' 55.00' 55.00' 10.061.00' 55.50' 8.13'��6 I 88.00_ 75.00' I 1 f l l l I ITD ROAD RESERVATION I EXISTING ZONING.................................. R U T 0Q I II - - III +� J No sr, 3,618 SF "I - - - - - - - - - - _ _ - - 11 Q Q cn � I I N - I I I I PROPOSED ZONE.................................. R-15 0 I I III 100.50' w W. DO UBLEROCK ST. 81w IIIIIIIII I II I I TOTAL LOTS......................................... 104 LOTS `T 8ss a � s © IIIII IIIII 1 III 0 o l I COMMON LOTS...................................... 9 LOTS "' - ' 4,840 SF 5,755 SF IIIII < <� I III I I 04 BUILDING LOTS..................................... 95 LOTS p I lIl 3,618 SF 14.76'-36.00 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 31.04' �.' I ll I �I AVERAGE BUILDING LOT SIZE.............. 4577 SF J I III I ,00.50' �� 88.00' IIIII IIII 0 I III I LI M'C!1' S 15 33.0' ?9�'" o _ - 163.00' _ _ IIIII IIII III ��I MINIMUM BUILDING LOT SIZE ............. 3,546 sf III 3,618 SF "' 33.0' o - _ -1 IIIII IIII III I GROSS DENSITY (TOTAL)..................... 4.84 DU/Ac. 38 0' I t o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 88.00 III Y (ADJUSTED)............... 6. DU/Ac Ill ( - - 1 2 I 3 �I 4 �I 5 �I 6 �I 7 �I $ ,I 9 �I 10 �I 11 �I 12 �I 13 �I 14 �I 15 �I 1s I I IIIIIIIII I GROSS DENSITY JUST 14 O O O 0 0 O O O O O O 0 0 I ® o IIIII IIIII Illl ssX NET DENSITY ...................................... 9.52 DU/Ac. O I� 100.50' I o 0 0 0 0 0 0 0 0 0 0 0 $ s s QUALIFIED OPEN SPACE....................... 2.64 ACRES 17.1% O I II 1 I 97 SF 13,618 S�13,618 SF�13,618 SF 13,618 SF_13,618 SF^13,618 SF^13,618 SF-13,618 SF-13,618 SF-13,618 S�13,618 SF-13,618 S�13,618 SF'-13,618 SF-I 4,986 SF M $ IIIIIIIII Il Il "a I II 16 I 5,755 SF { I o ! I ll 1 I 5,360 SF BL C!1' 4 4,84o SF III1111111 _ - - - - - - - - - - - - - - - - -� Ilp I N ss.00_ 75.00' \�`U�) 2527 I O U _ 20.00' 100.50' I' 30' CR 36.18' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 51.50, ' ' - - - - - - - - - - I. I � __= 198.00' 275.00 - U -- - EASON N89°22'16"W 1298.20' WE LATERAL EASEMENT _- -- - - - - - - -•- - oI -�- - - - - - - - - - - - - - _-�= I CITY OF MERIDIAN a FUTURE ROADWAY TO McMILLAN ROAD BY - - - - - - - - - - - - - - - - - - - - - - - - - -�� p l ITD WHEN ACCESS TO McDERMOTT IS CLOSED U/V-PLATTED N �V _ WATER L,J I JAMES M. CONNELLY - - II I� I ~ CITY OF MERIDIAN J O T_ ~ II I _ K IRRIGATION J 0 �� I 0 NAMPA-MERIDIAN IRRIGATION DISTRICTco ~ �I s IIIIIIIII II I I o L,J R/W 38'-0" R/W / IIIIIIIII II I SCHOOL J w L IIIII IIII II I o WEST ADA COUNTY SCHOOL DISTRICT z Z �o °'0 5'-0" 8'-0' 16'-6" 16'-6" s'-o• s'-o" 37-0" IIIII IIII EMERGENCY SERVICES w m D r 14'-s" 14'-s" 12'-a" 20'-0" a'-o" s'-o" IIIIIIIII W U) _ _ U�I FIRE - CITY OF MERIDIAN FIRE DISTRICT SLOPE 2.0% SLOPE 2.0% 163.00' II J E o ri / l U SE CORNER SECTION 29 POLICE - CITY OF MERIDIAN POLICE DEPARTMENT 0 z_ O SLOPE 2.0% o m SLOPE 2.0% 1 3.5" BRASS CAP STAMPED "J-U-B 0 0O 1 DETACHED 9) M 5,868 SF ENGINEERS INC. FEB 2005 PLS 8575" = Q = ON WALK ROLLED CURB ti / ao � _ _ _ _ 1 INSTR# 2019-017185 Z Q ❑ DETACHEDJ 163.00' ` 0 LOCAL STREET SECTION VERTICAL CURB WALK _8"w s.00' _ �N NTS VILLIAGO AVE SECTION I MI / -NTS- 7,523 SF I O O w cD co rz- a) R/W R/W 1 - - 163.00' - - 5.° OWNER APPLICANT J (� E 56'-°" o Z3� g McDERMOTT PROPERTIES, LLC SCHULTZ DEVELOPMENT W Q z 0 O EASE EASE n _ PHASE 2 NOTES DANIEL JOHNSON MATT SCHULTZ W J O _0 52'-0" as'ro" ` - - 5,868 SF - - "' Il�n�) 2462 E. GALA STREET, STE 120 PO BOX 1115 � J U m II PHASE 2 IS FOR FUTURE CONSTRUCTION TO BE COMPLETED UPON W O �, MERIDIAN, ID 83642 MERIDIAN, ID 83680 o s'-o" 8'-0" 21'-0" 10'-0" 21'-0" 8'-0" s'-o" 8'-0" 1s'-o" 15'-0" s'-o" 1s3.o COMPLETION OF N. MCDERMOTT ROAD IMPROVEMENTS. LOT 2 IS O \ IIIIIIIII 208-805-2983 TO BE USED AS OPEN SPACE. SLOPE 2.0% SLOPE 2.0% SLOPE 2.0% SLOPE 2.0% ® IIIII IIII ENGINEER SURVEYOR N \ IIIII IIII / NVST MUNGER, P.E. N SVIS FOSTER, PLS, CFedS SHEET NUMBER \� WALK A CHED VERTICAL CURB 4 \ , IIIIIIIII / 690 INDUSTRY WAY, STE 10 690 INDUSTRY WAY, STE 10 MERIDIAN, ID 83642 MERIDIAN, ID 83642 ppi MAGIO DRIVE SECTION TEMPORARY ACCESS STREET SECTION (208) 342-5400 (208) 342-5400 Q Q -NTS- -NTS- _ PHASE 2 _ ❑uu ORIGINA_ SJRVEY ON FIJ- AT WH PACIFIC i oo0ooa00000000000 6�1° �� of Ilb oO00 01 00 lIN—PZA TTED � � °°5��zz ��o JAMES M. CONNELLY PRELIMINARY T T NOT FOR w CONSTRUCTION 1------------- • � �o��s cA��o00 0 � "� I �ooa0000000000 z0 12 13 15 V a'I 1 ar I I O O O a 1 1 1 1 1 •1 1 l i � II ! 1 I I I I I I I I I I I I I I I II III o F "1 1 I 1 ♦ , 1 1 1 1 fl ------------_T M 11 t I a I I 1 1 j 1 1 1 11 11 11 .1 11 ; ! ��j - I I I I __--_—_-� 1E. 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Q U J ' -- --- ' ! — —dd�—ee� 1 I -- ------ ------------_—J 1 ' �__—.__d�_.�__ee_dd,_e dd,_dd_ee,�1 wee,—„�—.e�— L,d,—dd�—ee�—dd,L dd�—ee� 1—dd,—ee�—ee,J, o - -- ' W Ir E OVERALL LANDSCAPE PLAN w T 0 N 50 0 50 100 150 C O SCALE: I"= 50'-0" �i �i�'y _ �'�g s r O ° tv1Y 5' TALL SOLID WALL ----------------------------``\ BY SIMTEK COLOR TO \ BE PRIOR TO 1 ----------- I ; INSTALLATION 'BROWN �. � a GRANITE,' VERIFY ��' a I ; j C f COLOR WITH OWNER ,' � ! W I \ �\� Lilt V �RCWW J / O 6 TALL WROUGHTaV-� 3><C I I � C J O J I w + +�++ + + + + + + + + + + + 1 v IRON FENCE. 1 ;� �,r;�+� I Q 00 lL S, I + '+ + + + + + ++ + + -+ -fi1w C was to REVISIONS 2:I MAXIMUM c ij� c ? r +,°_ +t. +,°- ,: I T,�(tS� �, 2:1 MAXIMUM 1 + + + + + + + + + + + + + + "+ + + i i No. Date Description PROPOSED SLOPE emu\ � _ I,r �. _ I II 1 _��_��_��. _t�_f�_+ t_ + J RE51 DENTI AL �! ' " - H 1I�i1=Ii1� il� il�Y 1=1I w SLOPE o PROPERTY t - _111111 _I 111 - 1 04 LANDSGAPE BERM- LANDSGAPE BERM '� y F�� 1r6�1 111�11-111=111j111-11 - 111 - 111 - 1 lil=lil lil=- v I LL a - -111-1111111_ - - - - -111-III II- -lll lil_111 11 I.T.D. RIGHT OF WAY \ 1 3 c�u I — _ - - \ I I / _ HI-I \ i -I— ` I ----------- • ---------- PHASE 2 NOTES l III l l =1111111 -III ' , -Ii1=Ii1-lil -111= \ PROJECT NO.: it-Ii1=III-_ . PHASE 2 15 FOR FUTURE GONSTRUGTION TO BE Ir -III -11-III- a I O3 I COMPLETED UPON N. MGDERMOTT ROAD 20119 Q _ 5' SIDEWALK =_11=1YIIll,111i1� III Ln m Il Ili 1i11Y - \`. I I! ® ; I �'� Q B - -III-11-1i1 -1=111=ill-111- -_- - IMPROVEMENTS. LOT 2 IS TO BE USED AS OPEN fl III-"N 1-" 1-11-1I I_I 1M I_I N I_Il - -11 Il- I- -- III -=1 Il I 1=11=_Il l 1-1 1-111-Ill-III Ill-111-1 I-11-1 1-111-1 1-111-1 1-111-Ill= =1 I- � i1 1 � DRAWN B Y: 1=11=III=11=III=11=III=III=III=III=III=III=1 1=III=III=III=III=111��1- -Ill Ill I-III-III-III-III-III-III-III-III-III-11I-IJ I�Jl-I I1=111=111=111=111=111=111=111=111��1=a=1 11;1 `� 1 I I ' Q I1-1 I IIII I II = 11-1 = III = III =-111-1lI-1114llm11-1lI-111-1 -111 _ I11 - 111 -111. _ 1I1 _ 1I1 _ 1I1 _-1I1=1 -111-I1=11r - 111 - 111 - 111 - 111-III-111_ . 1 �. SPAGE. TC Z U -11-I11-Ill-I11-11-111-111-Ill-111-111-111-III-11-11-11 1-11 1-11 1-11=111=111=111=111-111= MGDERMOTT ROAD - 111 -III=III-III=III-III=III-III=III-III=1Ti=iTi�Ti=1Tl=III-III=III-III=III-III=III-III=iTi=iTi=III-I ---------- ; GENTERLINE ELEVATION o CHECKED BY: 6'-0" 5'-0" 24'-0» JB _ DATE: J 0 1/20/2021 w 0 VILLAGIO PHASE TWO IMPROVEMENTS o� CIAo SHEET NUMBER o Scale: "= O'-O" 0— A BERM ADJACENT TO MCDERMOTT ROAD 0 1 L1.0 �, scale: i�� - -oll t- 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT WH PACIFIC oO pO�00oo000 0 of jD000��o� 00o g �g Tz ■_ PRELIMINARY NOT FOR W CONSTRUCTION + _ __ LANDSCAPE LEGEND + + - 4 —_— —� END 3 —�.. _ = + + 5 — — —- --- - + t t t t oo , 1 1 + + VB 4 +}I+ I + +++}+} 5 3 , .�,-I� - - -- -- - - + x O PLANTS TO BE INSTALLED w + ? ® MA + + + SB I I I I 1 , + + + . W 6 + + +; 3 ; ; I II I I E N M +, +I WF + +, + + + + I ' EXISTING PLANTS TO BE REMOVED ° s c r 5 C 3 I+ + + EA 3 I I I I ' I ' ; -; ; ' ° N GB AP + + PP ' , ; I I i , ' ' I I m aN m (0 ° m o + O + I + + MA I I I I I I I I I II I I ■■■■■■■■■■■■■■■■■■■■ VISION TRAN6LE o L E 5 a N ip 3 o w pJ +1 \ ; + + C U a/ cp C z +I' + I -+ + + 3 , I I I , 'L L -O E N E 14-/ g W Y7 a + + + ' O Q O E O .� C fD /y� C� a w ' ' ' ' ______________________________________ UJ O ❑ C O W a I + 1 O + l +'+ +++ MA I I I I I I I I I II I I GUT EDGE AS DETAILED m " C? 0 u + 5 + ' I +I + + # i i ' 1 1 , , o 0 o .o ._ a m 00 `oU o -1 1 C O O .� C N + 1 1 1 I 'O N a -O N 47 I 1 , I I -, , W W .- L (0 9 O Z SB , I i I I I I O I I I I i II LANDSCAPE BERM m m o (D o O +I 5 + + + 6 8 1 >_ 3 m t co `m } EA }i' I }`� }t+} 1 I I ; ; ' ' I I U J W C7 = J 3 x fn is � g y ' ' i ' .I , . . . . . . 3u_ CD0 , 3 + + + 3 I I I I I I W + + , +1 + + + ' ' -- -- PROPERTY LINE (VERIFY) _ - o + +� TC ♦+ ++++++1 EA 3 ' 1 11 ; ; ; I� • ■ 1+♦ + + + 1 SB I I I I ' ' =' I , ❑ ❑ ❑ ❑ 6-O VINYL PRIVACY FENCE MA ' +♦+ + WF ' ' ' ; 0 0 0 0 6 O WROUGHT IRON FENCE W j . S I I L 5 + + + + , w + 7 1 5 ! +♦♦+ +;0 3 START I 5 I I I I I I II I I °--- Vg ------ + ------------ -- i +�4'O(]O AG ' ' i ; -' 1 2 1 10 QUANTITY , + + �. 1 , r AC �g PLANT IDENTIFICATION KEY a r 1 + + + + + » 1 + + + + + + + + + + + ' �� + + + + + + + + + + +; + + + + + + + + + + + ;f + + + + + + + + + + ' O +'� +1 I ---� ++-++ - +- - �-� -��- - -t-I-�_i _��_ __ h_ f_�_+_� tom_+ + + + + + + + + + + + + + + 4 + + + + + + + + + + +, + + + + + + + + + + + + + TURF OVER APPROVED TOPSOIL Q a + + + + + + - -��-- --��- - '-rrt --1�- _ _ +_�yrr ` _->: t�_�� _�+__ + + + + + PROVIDE SEED AT ALL DRAINAGE77 �' + WF 5 +� i e _ -.. +++++++++++ SWALES AND SOD AT ALL OTHER a k - - + + + + + + +„ CB +I I I LOCATIONS a + I+ .• __-- _--- + I4 R ST }}�+ U ---------------- --+ W. TERRAIN N I z + + + + + K v I I s= o �. �. a �. +}1+ O� ++;� TG � 5 - THREE INCH DEPTH OF 2" MINUS z }}+ O 5 ++� BARK MULCH OVER APPROVED w • - ' __ _ TOPSOIL _ y �f_ + + + � I 1 AGHD SEED MIX. SEE NOTES ON " � , 1 1 1 1 w �/ + ♦' • - / SHEET L1.6 FOR SPECIES AND w + } -- --------- -- + '+ + �►♦t $ START I I I START `2 ' 'L START NOTES w + ++ +1 +++Il�p�t I I I I I I I Copyright 2021 z 5 ' ■ + �� + 3 ' ' ' ' i i i 5 All rights reserved. Reproduction or use in any form ° w + I+ M + + „� t qP + +i WF I I I I Sg 5 ' ' ' 1 or by any means without written permission of 2 it 5 3 I I I I I I Breckon Land Design,Inc.is unlawful and subject to 0 +I �. + , I I 5 WF I I I E+ + + + I LANDSCAPE REQUIREMENTS MENTS ' �/g +I + i �jg criminal prosecution. J + 3 + + + + + W ',1I .} + A , I I I I MS COMMON OPEN SPACE o + AP + 1 +1 + + a I 1 1 ' S I I I O ' + I I I I I I I GB I I I I M z + + + + ' TOTAL SITE AREA= 675,155 SF (15.45 ACRES) • I I I + I —''--- -- +i 7 }}1 I I I 1 1 1 i i I I 67,316 SF / 1.55 AG. (IOY) OPEN SPACE REQUIRED. z +t + +I + + I I I I 114,gO3 SF / 2.64 AG. (17.07%) OF QUALIFIED OPEN SPACE PROVIDED. a € + 1 1 4 } ++I ; ; ; ; • +r I I I w w 144,564 SF / 3.33 AG. (21.5%) OF COMMON OPEN SPACE PROVIDED. IILu +t� PA + � I + +;� I I I oo w 6 I i' 1 1 , , 1 O I Cn- U) I I TREE PER 8,000 SQUARE FEET, AND SEED OR SOD. a +} WF 5 +II1 + + t` I I I I I I I O q ' ' ' LU! LU 144,864 SF COMMON OPEN SPACE / 8,000 + + d o+ + 1 3 1 , , , O I I I W- Lu = 18 TREES REQUIRED; 38 PROVIDED +} i GB } W 1 } }+ GB i ' i i i i O GA 1 I 1 co I U) I I I I w H ' �; •` ' ------- 1 �--------------- I -,___ M __—__—__—_ -"" : LJJ ----°-°°-dd-°tl1-�-�- PARKWAY STRIPS (STRIPS COUNTING TOWARDS QUALIFIED OPEN +� --- + } }+ 0,8 VB I 1 GB 1 Z I-Z---- — 1 ------------• SPACE ONLY) = 1,377 LINEAL FEET z + 1 + IOf }++I , I I I J: J I I TREE PER 35 LINEAR FEET= 3q TREES REQUIRED; o +4 PA O I +++� ' ' 1 MS =I = 45 TREES PROVIDED. O 5 ® 1 + + I I I O I �- o +' + + ! I r—' r— I ' SB + (n I + +I ' 1 QI Q , PATHWAY TREES = 1,834 LINEAL FEET +' 5 +( Q J + I I I I �- ' I TREE PER 100 LINEAR FEET= 18 TREE REQUIRED; Q W +' EA +1 l� tl +++I OLE i O3 ; ; 0 I I I 14 18 TREE PROVIDED O �z I$ 7 5 I I I I WHEN MORE THAN 50 TREES ARE REQUIRED, 5 TREE SPECIES ARE M< (.0 W U +Tj+ I ++' I}+ +++ 6 EA I i ' �. i I_ ; REQUIRED. 8 SPECIES ARE PROVIDED. ^ O `, J o +1+ 1'A ++ T� +++1 ; I I p I I v J M w Q 3 5 +j t+ +++I WF 3 ' ' q C 7 MS I IGOMMON LOT AMENITY LIST: GE �/ G + MA .+ 1 + SB I I I C I GAZEBO WITH BENCHES > Q 3 SB + ;+ ♦ VB 10 START ♦ ++; ++ +++ END QC 5 ' 7 ' S 7 Gp 5 SB 5 5 I , 1 PLAYGROUND STRUCTURE Q 10 GA 3 $ . I + ++ 3 EA 5 VB 5 I EA 5 I VB 1 5 M VB 5 GB I QG GB *LINEAR FEET OF PARKWAY DOES NOT INCLUDE VISION TRIANGLES. O GA y�F . 1 + 1 ' S I 7 Q z �``\ ,I . / / ■ +++; 2 END Gg GB Gg QC CA g GB EA EA STREET BUFFER - VILLAGIO AVE.+ ,� . ■ ♦+♦ + + + + ■ }++ `+ - 7WA '� - -- "- -- --`---- -- ` - - - - ____ 00 - _ ___ Requirements: LINEAR FEET TREES READ TREES PROVIDED% Q i f\+ + + + + + + t t -t +-+ f-- -,r r--r-- --.--T--r }-- -+ + + + + + + + + + + + + + + t--}--{--�--t--�--}--+ + + + + + + + + + + + + + + �- • __ -r !^•"i O _fit! t +_ +-" + + + + ♦+ + 1 + +" + + + + " 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 8 + + + + + + + + + +--+- '+ +-+-+--+ + + + + + + + +++-f- 20' BUFFER 526 L.F. 15 Iq Q ■■■■ - - - �� r 1 + + + I+ + + + \ /+ + ............... + ... + + + + + + + + + + + + + + + + + + + + + + + + + +; + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + +' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ;+ + + + + + + + + + + + + + + + + + + + + + 1 /+ + + + + 1 TREE / 35 LF. / /� + + + I+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�-+ + + h + + + + + + + + + + + + + + + +� + + + + + + + v J 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + - W. AMALFIST.- 7 + + j+ + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + $ . + + + + + + + �++ + + + + + + + + + + + + + + F AG - - +� +}+++++++++ + + ++++++++++++++++ +++++++ + QG +++++++++++++++++++++++++++++++++++++++++ +++ + O O }++++ ++++++++++ QC +++ ++++++++++++++ + + + +++++++++ LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIANGLES. n w L.` 1} + t_ + + + + + + + + + + + + + + + + /. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/ + + + + + + + + + + + + + + + + + + + + +I�+ ++++;+ + + + + + + ++++++++++++++++ ++++\�-+++++ ++++++++++++++++++++++++++++++++++++++++++++++++++++++ . +++++ ++++\+{++++ ++++++ -+'IF +++++++++++++++++++++++++++++++++ STREET BUFFER - MCDERMOTT ROAD w Z (Q + + �� + + + + + + + Requirements: LINEAR FEET TREES REQ'D TREES PROVIDED Q ° 12 + UJ I++ ++ '� 55' BUFFER 546 L.F. 16 ICI 1 3 AR 1O `�B +++ ++ ' • • air'• 'aim '" • � ?5ai 1 TREE / 35 LF. -�•• l0 15 s= I+ + 6 O 00 � r O az MA + 5 5 +I 5 I 7 � 7 WF 1+ +' 5 SB 5 GB GB $ 5 5 5 5 *LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIANGLES. 5 - AG �� + + I I 7 GB ' L 0 1 ■■■■ ' f -� -�—r-r - -� k " � r +;}+ +++' 2 WF EA ' VB I 5 I VB rJrJ GA 4 GB rj GB 7 ' EA � oC U cal �, + I + + + {f } + + + + + 1 �+ + +i END I ' + + - + + + + + IMME ++ +}+; 3 I I EA i GB s6 wF I vB EA 7 VB I FENCING REQUIREMENTS J w ♦ \,y _ ■ +I}I 00 + +++I ND i ; i 7 MS SB 7 I , 6'-O" WROUGHT IRON FENCE 2,441 L.F. > z Q E N ■ 3 3 �� ` •�• ';}} }}}I 5 I I I M 1 iA ' ii VINYL PRIVACY FENCE 3,015 L.F. 3 ♦♦ `� +I +++ EA 3 i i 28 27 I I I Z 10 WF - C + ♦ MA I GA 5 GA START ♦ + I+ +++!I GB i I I 1 Sg ! ! 20 CALLOUT LEGEND .� PA * + { MATCHLINE — SEE SHEET L1.1 I ° I I Q ■■�■��■■�■ �■■�■■ �� ■■� loll ■ ■�■ • ��■ ■��■ ■��■ ■��■rt■��■■ ■■�■■�■■��■�■��,,��i�mo�ll�lI O �on�lI�INI�in�ll�lI�1,1�1■�■l�s141I�1■�■l�'l�II�in�ll�■■�lN� O VISION TRIANGLE.}� } } MATCHLINE — SEE SHEET L1.2 } o ++4 ---------'--"----'------- +' } +++ 3 ' ' 1 o I ! I O 6'-0" WROU6HT IRON FENCE, SEE DETAIL I/L1.5. + +I 7 + VB I I I MS 7 • ' + , ! *I + + ; -- ! �Q I I I lO 6'-0" VINYL PRIVACY FENCE, SEE DETAIL I/L1.5. a� D O SHADE STRUCTURE. 0 T LANDSCAPE PLAN - AREA ONE O PLAYGROUND AREA. v a N 30 0 30 60 q0 O COMBINATION 5' TALL BERM AT 2:1 SLOPE, WITH 5' FENCE AT ti ■ SCALE: I"= 30'-0" PEAK. a ¢ O= W �W y - O AGHD SEEPAGE BED. SEE CIVIL SHEETS. o o y LU U_°z WWII j - -- ------ � y W p C O O:I 1 BENCH PER OWNER. ?V W? O 1 1 1 1 PLANT SCHEDULEm� g= 1 Z W lull AREA ONE ___J I QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS _ _ 1_ 1 I DECIDUOUS SHADE TREES REVISIONS o -J ; No. Date Description 16 AG Acer platanoides Crimson King Crimson King Maple 2 GAL. 45 X 35 W II rn -- 24 AP Acer platonoides 'Deborah' Deborah Norway Maple 2" GAL. 50' X 50'W II 43 TG Tilio cordata 'Grozam' Corinthian Linden 2" GAL. 40'H X 15'W II - - - 10 QG Quercus coccinea Scarlet Oak 2" GAL. 60' X 50'W III I�I�t�l�ll�I�t1lF—i =_ _ j CONIFEROUS TREES � -� , PROJECT NO.: i i i i i 25 PA Piceo obies Gupressina Columnar Norway Spruce 6-7 HT. 30 H x IOW Ir 20119 B I �__ ---F--� 6 PP Picea un ens '6lauca' Golorado Blue Spruce 6--1' HT. 60'H X 20'W DRAWN BY: Q -- ___J I ORNAMENTAL FLOWERING TREES Tc Z IL 12 MP Gersis conadensis Eastern Redbud 2" GAL. 20' X 20'W I' 1 1 I 1 1 1 1 I 1 1 1� 1 I 1 1 ,0 I CHECKED BY: rn IL -�- __ __J , q MS Malus 'Spring Snow' Spring Snow Grobopple 2" GAL. 20' X 20'W I -- - ------------' JB _ > j SHRUBS/PERENNIALS/ORNAMENTAL GRASSES DATE: J ql GA Galamogrostis x ocutiflora 'Karl Foerster' Foerster's Feather Reed Grass #I 5'H X 2'W 1�20�2021 LLJ o I 271 GB Gornus olba 'Bailhalo' Ivory Halo Dogwood #5 5' X 5'W I8q EA Euonymus alatus 'Gompactus' Dwarf Burning Bush #5 8' X 81WIr oN 224 MA Mohonio aquifolium 'Gompocta' Compact Oregon Grape #5 3' X 4'W SHEET NUMBER 0 Iqb SB Spiraeo x bumalda '6oldf1ame' 6oldflome Spireo #5 4' X 4V4 A T AREA MAP 151 VB Viburnum gela x burkrido 'Dark Burk Horse Viburnum Nalgel #5 5'H X 'N 1 �' 155 WF Wei ela florida 'Dark Horse' Dark Horse Wei ela #2 3'H X 3'W L1■ 1 o N 200 0 200 400 600 Q ■ SCALE: I"= 200'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT WH PACIFIC oO pO�00oo000 0 of jD000��o� 00o g �g Tz PRELIMINARY {�+; -------------------------- -- ++, f+ + ; G6Bs I I ;I c _ W+ NOTFR7 + CONSTRUCTION +' + + + + +1 A+ + I PA T i ♦+i+ 3 5 ++� �+ +++1 WF 3 ' i O MS o�oo�SCA��oo�� o + + f+ +, q 1 + M 3 SB ,.� + ; SB I I LANDSCAPE LEGEND 1 GA 1'+ ♦ VB 10 START ♦ ++1 4+ r+++ END QG 5 ' 7 1 5 i 7 5 SB 5 i rJ ' Z 10 GA 3 3 I + ++ 3 EA 5 I VB 5 I EA I VB 5 M VB 5 GB ° . GA WF �,� LU ' + r++ 2 END GB ' GB ' GB ; QG G 5 EA ' + x o PLANTS TO BE INSTALLED \% - � + �+ +\ $ GB o Uj L E U1 ID M o Q Q I fi + + �,-- -----------,--t--f-- --f # �''------ -- -- --- -- --- ---- - - _ _ + -- - - �hAi 0 .- c N cn a + ♦+ + + + .{ + + + + + + 1 + + + + + -+ f- r T--T-- --�-------'r--}-{--+ + + + + + + + + + + + + + + + } F-- -- --+--+ + + + + + + + + + + + + + + - --------¢ iai_--- EXISTING PLANTS TO BE REMOVED I� UI J _fit♦ + +_ + + + + + �+ +- r + + + + + +; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 8 + + + + + + + + + + +-�+ -- +-+ + + + + ° U n o - o _ ■■■■ - - - ■■ r Q i + I + + + + + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +r + + + + + + + + + + + + + + + + + + + + + P °° a c" 0 � + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + i+ + + + + + + + + + + + + + + + + + + + O)L E O O -O to ° w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +--+ + + + + + + + + + { + + + + + + ° `o E .a co N a� m w ■■■■■■■■■■■■■■■■■■■■ VISION TRAN6LE L m Q I � 0 J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + � Q � E � .� ctb6 c- w ,„ ,w 1 / + + + + + + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + UJ O U C O L ], I +,w AG Q I} +++++++++++ + + ++++++++++++++++ +++++++ + QG +++++++++++++++++++++++++++++++++++++++++ +++ 8 + +++++ ++++++++++ QG +++ +++++++++++� -------------------------------------- GUT EDGE AS DETAILED o m`� E .o E- 1) m N `o v o 0 ! W. AMALFI ST. J O O4 w L a 9 o z - I +' + + + + + + + + + + + + + + + + + + + +. ) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � ;+ + + + + + + + + + + > m oL m m 3 p �p -o z Z O I+ + + + + + + + + + + + + '+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +:: + + + + -� + + + + . .. + + + + + + LANDSCAPE BERM U J w cs s J 3 t co `m g • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + • • • • • • 3 LL 0- c0 C7 N w 3 +I++ +# O00 PROPERTY LINE (VERIFY) ■ _ ■ ■ ° SB +' + ++ �' �*1'�'i ai ai°Mai =9, _ 'i W + + v 10 aii 9� ❑ ❑ ❑ ❑ 6 O VINYL PRIVACY FENCE W MS 1� �� o f I MA +; 7 + 6 5 5 c = WF 1+ +' S SB 5 GB 1 GB VB �� AG +I++ +++1 �dD ' $ GA GB _ GB 6'-O" WROUGHT IRON FENCE rt--+-r - -�- ■■ � + + , WF EA ' VB 1 1 5 q 5 7 2+ + {f } + + + + + 1 �+ + +i 2 END 1 ; GB WF I VB EA 7 '_ VB I 106 QUANTITY . + + + + + + + ++ +++i PLANT IDENTIFICATION KEY i + + , 3 1 SB MS SB 1 Z M 7 ' TURF OVER APPROVED TOPSOIL � 3 3 ♦ �, c ,+ + +, rj , , 1 MA 1 1 + + + + + + m VB ♦♦ \ +I +++I EA ' ' ; i ' I +++++++++++ PROVIDE SEED AT ALL DRAINA6E ° + 3 10 10 WF 3 + 3 1 1 MA I G 5 GA START ♦ + 1J +++I GB I 24 1 ' 1 +++++++++++ LOCATIONS a + + + + + SWALES AND SOD AT ALL OTHER .� PA SB # ' +++1'' MATCHLINE - SEE SHEET L1.1 I o i ,+ + + 1 1 K ■■■�■■�■ �■■�■■ IN ■ �■■�■■�■■�■■�■■�■■�■■�■■�■■ ■■ ■■� ■�■■ ■ ■■�N 6 ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■rt■■ ■■ ■■ ■■�■■�■■�■■�■■�■■�■■�■■�■■�■■�■■ ° �■■�■■�■■�■■�■■�■■may■�■■�■■�■■�■■�■■�■■�1;■I z +' +++�! : MATCHLINE - SEE SHEET L1.2 I o 1 THREE INCH DEPTH OF 2" MINus w ++4 __-------_--- + 1 +++* 3 1 , ; , ' I BARK MULCH OVER APPROVED W + ------------- -- +� t ] + ' VB 3 1 1 1 MS , i - 1 TOPSOIL I 5 + r 1 + + + , ___ , , 1 ' ' I _ i , - , �aa-� 6 ---------I f----- N`� AGHD SEED MIX. SEE NOTES ON + 5 + r + , 1 - +, 11 ++� ' +++ az , , , , , ; ," J J -°°-°°_T SHEET LI.6 FOR SPEGIES AND Z + '+ I SB t + +i I I I I 1 1 1 � . � NOTES +I + 4 + 1 ' ' i 1 ' 1 1 I ' W I Copyright 2021 ,+ i PA + 3 ' + + 1 1 , 1 , , , W , z rJ +, AP + I I I 1 ' , 1 ' L U • W , All rights reserved. Reproduction or use in any form o 11. •M +{1+ IF +++r , , , , , 1 1 ' 1 1 = - = orb an means without written permission of 2 TI G]5 ; I~ i , , 1 1 , 1 1 Breckon Land Design,Inc.is unlawful and subject to 0 __ +I + +r q LANDSCAPE REQUIREMENTS g J WF 1 I I i 1 W . w criminal prosecution. +�+ + '+ IF I +++r I I I 1 6 GA ' ' w �A ++1 �+ ++ A ° ° ° GB v n COMMON OPEN SPACE + + 5 n 7 ++ ; 5 29 I o I I I I = �+ 1 1 1 1 , 1 TOTAL SITE AREA 673155 SF (15.45 AGRES) ° SB ' 1 W W 1 MA 5 ++'+ + ++� 1 1 1 1 1 1 1 q 5 ' ' i Z : Z ' 67,316 SF / 1.55 AG. (10%) OPEN SPACE REQUIRED. Y + VB + I+ +I ++ 5 ; ; , ; GA 5 �y -7 MS I I J J I 114,g03 SF / 2.64 AG. (17.07Y) OF QUALIFIED OPEN SPAGE PROVIDED. 1 + + WF +1 a +T ♦ +? I I 1 ' _ - _ ' 4 64 SF / 3.53 AG. ( 1.5 ) OF COMMON OPEN SPACE PROVIDED. I wF SB I 1 c� c� 1 1 1 4 8 2 go ------ -- + + + i 1 ' 1 O + + '0 3 START ' ' ' ' i + + 1 - °`°'— �♦ 1 1 I TREE PER 8,000 SQUARE FEET, AND SEED OR SOD. a I 1 I I START 2 2 START Q . Q +f + � \ + 144,864 SF GOMMON OPEN SPACE / 5,000 + s 1 = 18 TREES REQUIRED; 38 PROVIDED 010 ■ H +� 5 PA + ` 1 �� + #� + + ;'-,+ +�`+� + + + + + + + + ; + +� +--+ + + + +;-, + + + _ - ' ' ' ' ' PARKWAY STRIPS (STRIPS COUNTING TOWARDS QUALIFIED OPEN + + ' �- �-+� -+ -+ u tom_ + ' + + + + + + + + + +; + + + + + + + + + + + + + + + - + + + + + + + + +;, .1- + + +; + ' - - - - + + + 4 SPACE ONLY) = 1,377 LINEAL FEET o +, 5 + _ - + ) +'+- + I TREE PER 35 LINEAR FEET= 3q TREES REQUIRED; w +� EA __ n 10 - - - = 45 TREES PROVIDED. LL ------------------ ,, TG W. DOUBLEROCK ST. ! T PATHWAY TREES = 1,834 LINEAL FEET z ° 3 C) < +t 1 I TREE PER 100 LINEAR FEET= I8 TREE REQUIRED; s ,. _ „ v ,� �„ n, R Q +; + - 18 TREE PROVIDED + 1 + 0 <ss 0 co o 10 +, Pp +� ■■■ n ' WHEN MORE THAN 50 TREES ARE REQUIRED, 5 TREE SPEGIES ARE W w +� + 1 + + + + + µ ,+ + + + + + + + +- + --+ -��- --�+-- f- -r-�-+-+ �-+_ ,� _ _t�_t �� + + + + REQUIRED. 8 SPEGIES ARE PROVIDED. v ) ,� WF } ♦ + + + + + + + + + + + + r %+ + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + % +� — +—�f— '� —f—r + (()0 w +1 5 + . , 1 , , , + + + + + + + + + + + +-+ + + + + +.+ + + + �. 4 ( r �V F +� ' ' ' 1 ; ; ; 1 , , , *COMMON LOT AMENITY LIST: /� +µ '� +��♦+°0 3 START 5 1 1 1 GAZEBO WITH BENGHES > < + AC 1 1 ; , ; , , PLAY6ROUND STRUGTURE0 {f a at 15 ++ j+ +++++ WF I I I I I I *LINEAR FEET OF PARKWAY DOES NOT INCLUDE VISION TRIANGLES. Q ,+ + 3 ++ ++++++ A I I +I + + I I I I STREET BUFFER — VILLAGIO AVE. _ + ;+ + , TG + + +, 3 I I I O Q z +, ++' ++++ Requirements: LINEAR FEET TREES REQ'D TREES PROVIDED + 1+ -+ + + 1 , , I I I I : I 20' BUFFER 526 L.F. 15 Ig Q Q +�+ PA(D ++�+ , + ++ + PP I TREE / 35 LF. r n+ 5 +++ '�+ +++ MA i i I i i 1 ' ' ' i i ' *LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIAN6LES. .. 1 + +I 1 + + 1+ _� + + 3 1 1 I I I I STREET BUFFER - MCDERMOTT ROAD O W Z F MA 1 1 - �,► ,6 ++1+ µ ++++ SB 3 I I I I I UJ + + ++�+ + ++++ EA ' i ' ' 1 1 1 Q Q + + , 5 I I I i 1 1 , ' ' ' Requirements: LINEAR FEET TREES REQ'D TREES PROVIDED V + +�+ + + + + ' ' ' �1 6 +, + + , , , I I I I 35 BUFFER 546 L.F. 16 Iq n 1 1 I I I+ + 1+ `F + + + 1 , 1 , I-, + + 1 ' ' 1 1 ; TREE / 35 LF + --END +� - + + + + +; _ - „�-� r- -------- -- --- - ------------------------- + „--- --- --- ------- -----------------I ------ ----- - - - ---------- �- - ------------------ -----�-- -_ne__ _ __..—,-----a-�•_ad_,d_ ---------_,d+ +�+{ ++}, 1_ ,_° -1• d ad_-d•----- d-nd- „-„-d. ,,,�d,-,,,-dd,_,�,_� LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIANGLES. ( l ---- ---- ---- i - -------------------a---- J V _ FENCING REQUIREMENTS - w CD o 6'-O" WROUGHT IRON FENCE 2,441 L.F. > Z Q E N 6'-O" VINYL PRIVACY FENCE 3,015 L.F. ----------- - --- -- ----------- ----------------------------------------------------------- ----------- CALLOUT LEGEND Q VISION TRIANGLE. o O 6'-0" WROU6HT IRON FENCE, SEE DETAIL I/L1.5. T LANDSCAPE PLAN — AREA TWO p 3 6'-O" VINYL PRIVACY FENCE, SEE DETAIL I/LI.5. D o N 30 O 30 60 q0 O SHADE STRUGTURE. ■ SGALE: I"= 30'-0" O PLAYGROUND AREA. m OGOMBINATION 5' TALL BERM AT 2:1 SLOPE, WITH 5' FENCE AT ti PEAK. a a o= W a O7 AGHD SEEPA6E BED. SEE CIVIL SHEETS. y W c c 1 �\ u'mQ� l: __�I i 1 $O BENCH PER OWNER. �// y LOU d�Y I ` c�Q =_ --�-- ! PLANT SCHEDULE Ja��g�W C � I __ 1 ,1, 1 ,1, 1 1 ,I, 1 ,I, 1 J , 1 I 1 ' ' I 1 QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS I-�I L-4---I I�I __ __ 1 DECIDUOUS SHADE TREES REVISIONS r--- 1 � 1 No. Date Description 16 AG Acer platanoides 'crimson King' Crimson King Maple 2" GAL. 45' X 35'W II J 24 AP Acer plotonoides 'Deborah' Deborah Norway Maple 2" GAL. 50' X 50'W II o - -- 43 TG Tilia cordato 'Grozom' Gorinthion Linden 2" GAL. 40'H X I5'W II -I 10 QC Quercus cocclnea Scarlet Oak 2" GAL. 60' X 50'W III ,III,—III -- -I CONIFEROUS TREES PROJECT No.: Ir a� _ _ I 25 PA Piceo abies Gupressina Golumnar Norway Spruce 6-7 HT. 30 H x 10 W 20119 B L , AREA TWO --� -� I 6 PP Picea un ens '6lauca' Golorado Blue Spruce 6-7' HT. 60'H X 20'W DRAWN BY: -----� I ORNAMENTAL FLOWERING TREES TC Z o 1 12 MP Gersis conodensis Eastern Redbud 2 GAL. 20 X 20 W I CHECKED BY: MS Malus 'Spring Snow' Spring Snow Grabapple 2" GAL. 20' X 20'W I J6 > SHRUBS/PERENNIALS/ORNAMENTAL GRASSES DATE: J ql GA Galamagrostis x acutiflora 'Karl Foerster' Foerster's Feather Reed brass #1 5'H X 2'W 1/20/2021 LL] oN 271 GB Gornus albo 'Bailhalo' Ivory Halo Dogwood #5 5' X 5'W o i 18q EA Euonymus olotus 'Gompactus' Dwarf Burning Bush #5 8' X 8'W 0 224 MA Mahonia aquifolium 'Gompacta' Gompoct Oregon Grape #5 3' X 4'W SHEET NUMBER A N Iq6 SB Spiraeo x bumoldo '6oldflame' 6oldflame Spirea #5 4' X 4'W T AREA MAP 151 WB Viburnum x burkwoodii Burkwood Viburnum #5 10'H X 7'W Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W L1.2 o N 200 0 200 400 (000 Q ■ SGALE: I"= 200'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT WH PACIFIC pO�00oo000 0 OF IdO°OOOOO �,�Tz 5 I °PRELIMINARY SB 5 VB NOT F=OFk 3 M 5 CONSTRUCTION i i 4 GB GB END 3 +,µ — }+ _ _ i LANDSCAPE LEGEND °°°°°°� ��°° 11 hai > 11 I I I ++, 6 6 ; ' I + O E PLANTS TO BE INSTALLED + START 6 GB I 6 3 N in o SB 1 ; M PA++±"1 5 ' ■■■■■■■■■■■(■■■■■■■■■ EXISTING PLANT TO BE REMOVED mo o N+ npM0p o +, ° W. co W p od + + w � 0 5 , VISION TRAN6LE E CD a iv tb ° O O VB EA 5+ oU -------------------------------------- L m NG � ' � °GUT ED6E AS DETAILED aO 0 0+ + z ztzw"m=' .� I LANDSCAPE BERM - 3 a II+ I I 3 QG . . . . . . 320a cots N ♦ +I i + z +� + ' PROPERTY LINE (VERIFY) ■ ■ '--'------ ❑ 6'! I ❑ ❑ ❑ -0" VINYL PRIVACY FENCE o L AG .'♦ '++ 0 0 0 0 6'-0" WROUGHT IRON FENCE > + + + + + + + + + + + + + + + +J.+ + + + + + + + + + + + + + 1 0 + + + + + MR + }++- T-_T-�- �-� -�� 1 + ; 0 5 I 10 QUANTITY '++ I EA JB PLANT IDENTIFICATION KEY a n1 I . ° 1 ' 0 O I I I MP + + + + + + TURF OVER APPROVED TOPSOIL - W. TERRAIN ST. + 5 + + + + + PROVIDE SEED AT ALL DRAINA6E o ' 5 „° R I +++++++++++ SWALES AND SOD AT ALL OTHER - TG �� + M 5 , 5 GB +++++++++++ LOCATIONS a 4+ I I VB ' ■ + I THREE INCH DEPTH OF 2" MINUS ' z II ' Z ' ' �♦ I GH OVER APPROVED BARK MUL ' TOPSOIL F , + �I START 3 1+ W ■ II I 5 ++•* +++� ' + I i I PA I AGHD SEED MIX. SEE NOTES ON 0 I I I WF 5 F++++ ♦♦*++■ + I " " PA ■ SHEET LI.6 FOR SPECIES AND z ++++ +♦ + © II PA NOTES F SB 1 + + G c j{� 5 I Copyright c�2021 Z ++++ + + , + I � 5 +�,,ai 1 � }�VB i All rights reserved. Reproduction or use in any form o i 7 0 _r I GB 5 g or by any means without written permission of ++++ '+ ' ' M LANDSCAPE REQUIREMENTS Rreckon Land Design,Inc.is unlawful and subject to 0 + + + I+ -+ I I EA ' I I criminal prosecution. r " < w W W I I I I ++++ + + I , MP W W `++++ + +'+ _ _1J M COMMON OPEN SPACE ° ++++ +�; +i++ ------'------ I I TOTAL SITE AREA= 675,155 SF (15.45 ACRES) z W W ++++ +1 + I 67,316 SF / 1.55 AG. (10%) OPEN SPACE REQUIRED. Y I� _ ------------�-'-- ------- I 114,gO3 SF / 2.64 AG. (17.07Y) OF QUALIFIED OPEN SPAGE PROVIDED. W- W I I I I &E-!A 1 + + + +, + ---------- 1 ' 1+ + ,+ I - U _ ' ---- `1++++ + +i + 4 64 SF / 3 33 AG ( 5 ) OF COMMON OPEN SPAGE PROVIDED 3 I - ----------------------- 9 j ' 1 + MP i 1 4 8 2 go Z --w w------ -- ----------J I -- --- ZGB --- 4-++++ + '++ ' MP I TREE PER 8,000 SQUARE FEET, AND SEED OR SOD. 1+ + �+ I q 144,864 SF GOMMON OPEN SPAGE / 5,000 w o ++++ + + I I GB I = 18 TREES REQUIRED; 38 PROVIDED w + + + + , 5 c _ W o U U 5 H I ++++ 7 '#+ I GB 7 '*I " 1 EA I PARKWAY STRIPS (STRIPS GOUNTIN6 TOWARDS QUALIFIED OPEN z i I + + + SPAGE ONLY) = 1,377 LINEAL FEET �� ++++ + - I ' S M e O'G I 1 TREE PER 35 LINEAR FEET= 3g TREES REQUIRED; iD1 i ; +++++ + 4 �+ 5 WF I 45 TREES PROVIDED. ' + + +t START 5 3 EA Q w 355 ��, 1 + + } PP + 3 WF 3 EA 3 I VB END 2 I PATHWAY TREES = 1,834 LINEAL FEETqit3 ++++ +'' �+ SB 3 5 END �� `" 3 I I TREE PER 100 LINEAR FEET= 18 TREE REQUIRED; w } SB 5 ++++ +�+ W _ _ GB GB �yF 31 5 EA 18 TREE PROVIDED 0 < (� o I00��a �� —��, � M�/ 5 EA 1 Y ♦ O { + + + + + a __--__ - -- -- ---____-- - - r __ -- 1 O 0 GB ♦ I WHEN MORE THAN 50 TREES ARE REQUIRED, 5 TREE SPECIES ARE w ai _ ++++ +I4 3 ♦♦ REQUIRED. 8 SPECIES ARE PROVIDED. CD O w GB END 3 + + + ♦+ + + + + + + + + + } + + + + + + + + + + + + �- 0 , PA 7 I 5 GB ;+ + + W + ♦+ + + + + + + + + + + + + + + + + + + + + + + + + + + +"� �j ♦ CC) F + + +, W +♦+ + + + + ........+ + + + + + + + + + + + + + + + + + + + + *COMMON LOT AMENITY LIST: G EP EA END 2 4 + +♦+ + + + + + + + + + + + + + + + + + + + + + + + + M + + + U + +♦♦+ + + + + + + + + + + + +� + + + + + + + + + + + + + + + + Fj ♦♦ I GAZEBO WITH BENGHES > •_ %�++++ ++, ♦ SB ♦ P A 6R0 ND STR GT R Q{'� ,per + + + + + + + + + + + + + + + + + + + + + 00 0 + + + + + + + + + + + + +--,-__ __ + + +N " + + + + + + + + + + + + + + *LINEAR FEET OF PARKWAY DOES NOT INCLUDE VISION TRIANGLES. Q T + + i■ + + + + + + + + + + -w + + + + + + + + + + + +- -- --+- �`-+-- +-- --+ + + + + I+ 1 + f- r-��--r-+�_��_��_��+__�t_�t_�f_ + + + + + + + + 0 0 0 wF ♦ i + + -+ + + + + + + + + + + + + + + + + + + + + + + + + + + + 7 + + + + + + + + + + �. + + + + + + + ++ ++ + �- - -� - -� .♦' i > STREET BUFFER - VILLAGIOAVE. 1 x++T+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ' e.w .w ew ,,,• °.��—— ♦— + + + + + + + + + + + + + + + + + + + + + + + + + + + + O + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q'+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + J + + -r+ + + + + + + + + + + + + + + + + + + + QC + + + + + + + Q I - F-�,w Requirements: LINEAR FEET TREES REQ'D TREES PROVIDED + + + + + + + + + + + + + + + + + + + + + .... + + + t............... + + + + + + + + + + + + + + + + + + + + __+ + + + + + + + + �-, 20 BUFFER 526 L.F. 15 ICI CD + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + . , + + + + �a.z ,_. — �s I W. AMALFIST. Oi I TREE / 35LF. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+ + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + + + + + , a W j^ 7 +'I ■ ,r.,aE■■ + .+ + + R `A "` I "LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIAN6LES. .. +I 1 ++f +~+;�+ ++.i+mot �t+t+t++++++++++��+��±��++�-+*--r± U O Z ;++ + + + + o c 7 • STREET BUFFER - MCDERMOTT ROAD w n GB 7 ' Q54 END 2 ' 10 5 1 + IF + +,:V+ . . . T 00 1 10 < WF ♦♦♦ Z' Requirements: LINEAR FEET TREES REQ'D TREES PROVIDED V + +♦ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , LO I EA (� + + : +♦+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O, SB 11 ♦♦ I 35' BUFFER 546 L.F. I6 ICI W 0 VB , + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ♦ ( l EA SB END 3 + + , ♦+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - TREE / 35 LF. v --- - a, 01 5 1 + t ♦ _ ---e + + + } { y __� - LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIAN6LE5 5 PA ♦ L L + + + + ' GB J N I I EA + + 5 5 3 6 1 o ' 0 3 ;+ + + ' WF ■ FENCING REQUIREMENTS C G QU S cv I , EA VB SB t� � U + t + 5 3 QG r o ' GB - (+++ +} AP �+ 3 START Sg 3 GB 5 5 END 3 6'-O" WROUGHT IRON FENCE 2,441 L.F. > ZCD E I c i+ + +I I EA WF 2 _ I 6-O VINYL PRIVACY FENGE 3,015 L.F. T , + i GB MATCHLINE SEE SHEET L1.3+ + 7 END 1 I on 5µ+++ +� �+ MATCHLINE - SEE SHEET L1.4 z VB I CALLOUT LEGEND OVISION TRIANGLE. J AREA THREE p WROUGHT IRON FENCE, SEE DETAIL I/L1.5. Co LANDSCAPE PLAN � lO 6 O VINYL PRIVACY FENCE, SEE DETAIL I/LI.5. 30 O 30 60 CIO p o O SHADE STRUGTURE. v SGALE: I"= 30'-0" rj PLAYGROUND AREA. m GOMBINATION 5' TALL BERM AT 2:1 SLOPE, WITH 5 FENGE AT O ti PEAK. a a U o= W a OWC1• c 2 Wa0Q0 U.Z 0 C0�7 AGHD SEEPA6E BED. SEE CIVIL SHEETS. � y W c o 0 _ lO BENCH PER OWNER. PLANT SCHEDULE JaZ gqW C -- ; ; ; ; ';' 1 CJQ1z�W g -- I—�I�-�—�I�I I—JI AREA THREE QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS ' DECIDUOUS SHADE TREES REVISIONS Q ' L__1__1__J L__L No. Date Description ' - - _ 16 AG Acer platanoides 'crimson King' Grimson King Maple 2" GAL. 45' X 35'W 11 J oo -_ __ __ _- -_ 24 AP Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. 50' X 50'W 11 N _ I T T T r T 43 TG Tilia cordata 'Grozam' Gorinthian Linden 2" GAL. 40'H X 15'W 11 10 QC Quercus cocclnea Scarlet Oak 2 GAL. 60 X 50 W III CONIFEROUS TREES PROJECT NO.: c � I '— __�_ ' I I 25 PA Piceo obies 'Gupressino' Golumnar Norway Spruce 6-7' HT. 30' H x 10'W 20119 B � �" -_� -� i 6 PP Picea un ens '6lauca' Golorado Blue Spruce 6-7' HT. 60'H X 20'W DRAWN BY: -- ORNAMENTAL FLOWERING TREES TC Z Q -- 12 MP Gersis canadensis Eastern Redbud 2 GAL. 20 X 20 W I CHECKED BY: q MS Ma1u5 'Spring Snow' Spring Snow Grabapple 2" GAL. 20' X 20'W I J6 SHRUBS/PERENNIALS/ORNAMENTAL GRASSES DATE: J ql GA Galamagrostis x acutiflora 'Karl Foerster' Foer5ter'5 Feather Reed 6ra56 #1 5'H X 2'W 1/20�2021 LL] oN 271 GB Gornus albo 'Bailhalo' Ivory Halo Dogwood #5 5' X 5'W o i 15,01 EA Euonymus alatus 'Gompoctus' Dwarf Burning Bush #5 8' X 8'W 0 224 MA Mohonia aquifolium 'Gompacto' Gompoct Oregon Grape #5 3' X 4'W SHEET NUMBER A N Iqb SB Spiraeo x bumoldo '6oldflame' 6oldflame Spirea #5 4' X 4'W T 151 WB Viburnum x burkwoodii Burkwood Viburnum #5 10'H X 7'W AREA MAP 155 Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W L1.3 o N 200 0 200 400 (000 L_ Q ■ SCALE: I"= 200'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT WH PACIFIC oO pO�00oo000 0 OF jD000��o� 00o g �g Tz PRELIMINARY NOT FOR W CONSTRUCTION 3 ++++ +r AP '+ START WF 3 END 2 w SB 3 3 4. 3 5 END 3 00000000000 > 3 . ++++ +,}} ,+ SB EA Vg LANDSCAPE LEGEND °°�°°�S°�� ° ISB ++++ ++ #,- - - GB GB WF 3 r- EA I z 064A I EA �,a �..—�.. + + • �" ----- ` �___�__ r a + + ' � �` 0 < GB ♦♦ (DOCIS PLANTS TO BE INSTALLED 1 + + + ♦ - �' r x--- 3 i 5 I -+" + + + + +-� ------ r--f--} {--Y--r-------- o END 3 ; + + + ♦+ + + + + + + + + + +--}--�-- + + + + + + + + + + +--a--___ PA EA END 2 * + + ,� Li \ + +♦+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + MA ♦ 0 � r ♦ 'I ! 1 6 ♦ I EXISTING PLANTS TO BE REMOVED Wn�(`�J F + + + ,+ ♦ 0 , SB ♦♦♦ osE55 - a � 3o w C" to �R + + + Y + + + + + + + + + + + + + O O . I .� E =p E � �p (� w + + + + +--+- -- --+- --+-- --�--+ _+ + + + + + + + + + ■■■■■■■■■■■■■■■■■■■■ VISION TRANGLE L L a u O 0 1 + f— —rrr—r_�--+�_��_�s�+__�t_�t_�f_�_---- 0 WF ♦ a Q E a .� a m + + + + + + + + + + + + + + + + _+ + + + W + + + + + + + + + + 1 - ,- . - - v N oU o ♦♦ I ------------------------------------- GUT EDGE AS DETAILED ° En o o i cb + + + + + + + I + + + + + + + �- ■ w � .in amp � O ai Z + + + + + + + + + + + + + +, U + + + + + + + + + + + + + + + + ,w M L M � _ ZO QG Q I wry� aw LANDSCAPE BERM U J W U _ J CD Co + + + + + + + + + + + + + + +I g 3 ILL d M CD W ++++++++++++++++++ ++++ +++++ +�+++++ + + p I W. AMALFI ST. w — + + + + + + + + + .... ... + _+ + + +�+ + + u I -- -- PROPERTY LINE (VERIFY) + + + + + + + + + s, L ! 7 ■ ■,■s■■a+ + + + .,, ,� ,� _ s, .•, ,� s, ,� ,� .� • .�, ,s ❑ ❑ ❑ ❑ 6'-O" VINYL PRIVACY FENCE w + Q + ti� �i_�t_� �_t tom_+ +_ + + + + + + + + + + + + H- , + , 1 + + : 4 + + + + + + + + + +, + + + + +'—+ -��'��-��--�+--r-.- Q ♦ ■ O ' 6'-0" WROUGHT IRON FENCE 5 ++ +rF ++�♦+++ + + + + + + + + + + + + + + + + + + + + + 6 WF ♦♦ j 10 QUANTITY END 2 + +♦+ + + + + + + + + + + + + + ......... + + + + + + + + ..... , ♦ W 5 EA 6 + t +♦+ + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + ♦♦ p I Ng PLANT IDENTIFICATION KEY + + ♦+ + + ... + + + + + + + + + + + + + + + + + + + + + + + + + + .A SB END $ w + , �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ...t=" 1 iA U g + +- + + + + t— ------------------- W + + + + + + + + + + + +""�-- 5 ----- -- ' * + ♦ ♦♦ � I I + + + + + + TURF OVER APPROVED TOPSOIL { � + + + + + PROVIDE SEED AT ALL DRAINAGE o 5 I+++ i ♦++ 5 , Gg ♦ I + + + + + SWALES AND SOD AT ALL OTHER ' EA 3 + �+ WF 5 3 6 I ♦♦ +++++++++++ LOCATIONS a ' . {+++ + I ,+ 5 EA VB 3 SE, �I ' QG GB +++ +} AP �+ `� START 3 GB rJ 5 END 3 U z g K + + + GB WF O i.. 0 r + } ' EA END 2 ' MATCHLINE - SEE SHEET L1.3 r I THREE INCH DEPTH OF 2" MINUS z + + 7 BARK MULCH OVER APPROVED w 1.._I._.._.._.._.._.._.._ . .� .. .. . .._ ._.._.._.._.._.._.._..1.._.._.._.._.._.._.._.. . ��.; _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. . ._.._.. .._�._.._.._.._... d v6 1+++ + MATCHLINE - SEE SHEET L1.4 TOPSOIL 'I o , I 1 [101++++ J+ �+ I 5 } EA AGHD SEED MIX. SEE NOTES ON _ __ _ II+ + , + , SHEET LI.6 FOR SPEGIES AND Z ' -- ----- 1 + + + I' EA 1 MP I NOTES w I {- I 5 1 , 1 + + �+1 � � �' � � � I Copyright�2021 IT i++++I +' + CB AZ I 5 GB I All rights reserved. Reproduction or use in any form w or by any means without written permission of 2 iii""" m Breckon Land Design,Inc.is unlawful and subject to ° _+_+ +' — -----------------____-- ------------____-- _ VB 1 LANDSCAPE REQUIREMENTS criminal prosecution. w I , 4++ + �+ __—_ I MP I � ` ++ +�+ m , + -----------------------ii MA I COMMON OPEN SPACE +1 3 '�++ t+i+ + Q I MP j TOTAL SITE AREA= 675,155 SF (15.45 AGRES) + + w 5 67,316 SF / 1.55 AG. (1030) OPEN SPACE REQUIRED. o i 18 1- + ] i+ -* II 5 M-/ 8GB ' 114,gO3 SF / 2.64 AG. (17.07%) OF QUALIFIED OPEN SPAGE PROVIDED. 5 �++ +�+ + ' VB " I 144,864 SF / 3.53 AG. (21.5%) OF COMMON OPEN SPACE PROVIDED. I + 1 �+ I I l4 SB EA ++ ♦ + +ii,' + O �' . I I TREE PER 8,000 SQUARE FEET, AND SEED OR SOD. a e a I I 5 1 + It I+ I I 144,864 SF GOMMON OPEN SPAGE / 5,000 0 WF '�♦ +� I +'++ ' DII I14.J� I I = 18 TREES REQUIRED; 38 PROVIDED w + +■ —,,� +I + 0 START $ i+++ i +;++ I; , q PA i PARKWAY STRIPS (STRIPS GOUNTIN6 TOWARDS QUALIFIED OPEN z + / ++ II M SPAGE ONLY) = 1,377 LINEAL FEET ' " I w +r" ' ' ♦� � - ___ 1 a I I TREE PER 35 LINEAR FEET= 3q TREES REQUIRE + + + +;znz ♦ + + '++ -------------"--- PA I 45 TREES PROVIDED. D O r,- -� - 1 + 110 + ! 0 PA I w ■■ + I' , PATHWAY TREES = 1,834 LINEAL FEET z Q ++ qit I TREE PER 100 LINEAR FEET= 18 TREE REQUIRED; W + , 18 TREE PROVIDED Q W. DOUBLEROCK ST. II 1 O Q C� o ' LU co + *WHEN MORE THAN 50 TREES ARE REQUIRED, 5 TREE SPEGIES ARE ' REQUIRED. 8 SPEGIES ARE PROVIDED. O & L 1 .0 (� Co G ■■■■ li 5 IGOMMON LOT AMENITY LIST: + + , + + + + + + + + "+ + 1 , GAZEBO WITH BENCHES t + + + + + + + +t + \ ,+ I, CB 1 GB Q I m '•' I' I � PLAYGROUND STRUCTURE 1 , � ■ 5 I I ' l ♦ IIIII 3 ♦ - I ' ' ♦♦ \` ------------------__—__ EA IIII r I EA I LINEAR FEET OF PARKWAY DOES NOT INCLUDE VISION TRIANGLES. Q .\ T I I ° ♦. +, - ----------- 1 --_--- I QC 5 STREET BUFFER - VILLAGIO AVE. I Q , ♦ ++� + I 5 VB I I R irmn I A F T Z I I e u e e ts. L NE R EE TREES REQ D TREES PROVIDED t' i M 20' BUFFER 526 L.F. 15 ICI + + 1 1 + 3 m � � I � I TREE / 35 LF. Q +"_I+ + , r n G , I V J I I ( TG ,� *LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIANGLES. .. 15 I ' + + F + I+ + !I I STREET BUFFER - MCDERMOTT ROAD O W Z / � Qr+ �I 7 MP Requirements: LINEAR FEET TREES REQ'D TREES PROVIDED V Lu + 3 +1++ START 4 i 3 M 7 I 55' BUFFER 546 L.F. 16 Iq / o + AP 2 I 7 GB I TREE / 35 LF. v + SB , VB Q 1 7 GB II - 7 7 MP i I + +I-+•$ M SB MA � 5 I i LINEAR FEET OF BUFFER DOES NOT INCLUDE VISION TRIANGLES. 1+ EA END $ - +1 t < -- ------ ----a -- -�=-- - -= -. --- ------ ------ ------- ----- - M FENCING REQUIREMENTSUJ CD N t - ---` - ------ --- -- -------------------- ----------------------- ------- ___ , O < 1 ------------------- ------------ o y 6'-O" WROUGHT IRON FENCE 2,441 L.F. > Z 6'-0" VINYL PRIVACY FENCE 3,015 L.F. MA / \ � 5 GB 7 M (�fl SB CALLOUT LEGEND------ ------ ----- ------ ------ ----- ------ ------ ----- ------ ------ ----- ----- ------ ----- - ----- ------ ------ ------ ---------------------------------------------------------------------------------------------------------------------------------- _ iO VISION TRIANGLE. o O 6'-0" WROUGHT IRON FENCE, SEE DETAIL I/L1.5. O o � LANDSCAPE PLAN AREA FOUR s 6'-0�� VINYL PRIVACY FENCE, SEE DETAIL I/LI.5. OSHADE STRUCTURE. v 30 O 30 60 q0 O N 5 PLAYGROUND AREA. m ■ SGALE: I"= 30'-0" O COMBINATION 5' TALL BERM AT 2:1 SLOPE, WITH 5' FENCE AT ti 6 PEAK. a a o= W a zz __ O7 AGHD SEEPAGE BED. SEE CIVIL SHEETS. y W Lou c u'mQl�l�ol: 2W� ZC� BENGH PER OWNER. �// y Z Y PLANT SCHEDULE I ' ' I __ QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS 1__ I DECIDUOUS SHADE TREES REVISIONS o , -- J ; No. Date Description 16 AG Acer plotonoides 'crimson King' Grimson King Maple 2" GAL. 45' X 35'W 11 J oo -- -_ -_ _- _- 24 AP Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. 50' X 50'W II N I I T T T —1 r T 43 TG Tilia cordata 'Grozam' Corinthian Linden 2" GAL. 40'H X IS'W II I I I I I - , 10 QG Quercus cocclnea Scarlet Oak 2" GAL. 60' X 50'W III - - 1 F—t�l�l hI, CONIFEROUS TREES PROJECT NO.: AREAFOUR 25 PA Piceo obies 'Gupressino' Golumnor Norway Spruce 6-7' HT. 30' H x 10'W 20119 B o- �-- 6 PP Picea un ens '6lauca' Golorado Blue Spruce 6--1' HT. 60'H X 20'W DRAWN BY: Q I j=_ - ORNAMENTAL FLOWERING TREES TC Z c� , , , , , , , 1 , , , - o ' 12 MP Gersis conadensis Eastern Redbud 2 GAL. 20 X 20 W I CHECKED BY: q MS Ma1us 'Spring Snow' Spring Snow Grabapple 2" GAL. 20' X 20'W I J6 SHRUBS/PERENNIALS/ORNAMENTAL GRASSES DATE: J ql GA Golamagrostis x acutiflora 'Karl Foerster' Foer5ter'5 Feather Reed Grass #1 5'H X 2'W ��20�2021 LLJ 271 GB Gornus albo 'Bailhalo' Ivory Halo Dogwood #5 5' X 5'W o i 18q EA Euonymus alatus 'Gompactus' Dwarf Burning Bush #5 8' X 8'W 0 224 MA Mahonia aquifolium 'Gompacto' Gompoct Oregon Grape #5 3' X 4'W SHEET NUMBER A N Iq6 SB Spiraeo x bumaldo '6oldflame' 6oldflame Spirea #5 4' X 4'W T AREA MAP 151 WB Viburnum x burkwoodii Burkwood Viburnum #5 10'H X 7'W Weigela florida 'Dark Horse' Dark Horse Weigela #2 3'H X 3'W L1.4 o N 200 0 200 400 600 L- Q ■ SGALE: I"= 200'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIDNIAI SURVEY ON FILE AT WH PACIFIC LANDSCAPE NOTES: 000CzZ 000 0 �g o 00 I. GONTRACTOR SHALL REPORT TO LANDSCAPE ARGHITEGT ALL CONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BEGINNING WORK. ��' 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARGHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND CHARACTER MAY PRELIMINARY BE GON51DERED IF SPECIFIED PLANT MATERIALS GAN NOT BE OBTAINED. EXTRUDED POST GAP 96" ON CENTER WHEN PRESENT: BUD NOT FOR w 3. GOORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. (STANDARD OPTION) 91" MAXIMUM SPAN POINT (A MINOR CONSTRUCTION ° ROOT FLARE/COLLAR (SWELLING AT 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARGHITEGT PRIOR TO CONSTRUCTION START-UP. CROOK IN THE TRUNK o ` / 03 w 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. N JUST ABOVE THE TRANSITIONS 501L LINE ENTORE SROOT TEM 1TISSUE) TO o°OOOoV oo��o 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND HEALTHY -IN SOIL LINE) TO BE °0000 000000000° Ln BE AT 501L LINE. �'•- GONDITION. HOLD TOP AND BOTTOM APPROXIMATELY I y2° 4 �' PREVAILING WIND ° 7. IN THE EVENT OF A PLANT COUNT DI5GREPANGY, PLANT SYMBOLS SHALL OVERRIDE SCHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. ABOVE THE SOIL ROOT PROBE _ �''y DIRECTION Z RAILS IN PLACE WITH w,�! °sr 0 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3 DEPTH OF 2 MINUS BARK MULCH, COLOR PER OWNER. SUBMIT SAMPLE FOR APPROVAL. -7/8 U-CHANNEL LINE LOCK RING. q. ALL PLANT MATERIAL SHALL BE 6UARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND w DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. REMOVE TOUNGE ON ONE 12" SOIL LINE �` 0e, e,4e ° (q 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN ACCORDANCE WITH THE SITE GRADING PLAN. SIDE OF PANEL TO SIT 4" 5" CONCRETE MOW5TRIP `a'� -`'�h`i o IO M �" �- -;r_ = REMOVE DEAD/DAMAGED BRANCHES CU ' I I. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIG YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG MATTER A MINIMUM OF 6 FLUSH AGAINST POST N ti �, a INGHES INTO TOPSOIL. CONCRETE FOOTING _• %ir ``� AND PRUNE TO INTERNATIONAL U � o co o � ' SOCIETY OF ARBORICULTURE Y E a 00 0 m 12. FERTILIZE ALL TREES AND SHRUBS WITH AGRIFORM PLANTING TABLETS. QUANTITY PER MANUFACTURERS RECOMMENDATIONS. 7/8 x 6 TOUN&E AND N ? �� C E = !T -o N 30 z 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18 DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12 DEPTH OF TOPSOIL. SPREAD GOMPACT AND FINE GRADE TOPSOIL GROOVE PICKET I I � a 4i_, r STANDARDS; IMPROPERLY PRUNED a E.N o E b M a m w SCORE JOINT AT EACH -- r o a E o o o ' a w TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, I-I/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND I" BELOW ADJACENT C° - Az TREES (AS DETERMINED BY THE N �� o❑ POST It ` �, �r a z S a US b o o Y co 0 � '�-' LANDSCAPE ARGHITEGT) SHALL BE SURFAGES OF TURF SEED AREAS. 1-1/2 x 5-1/2 RAIL ��, r .� 0 K "Y w m.4rz. LaoN o 0 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL HIGHEST ROOT SHALL d� r1,,,, q/ • e� d REMOVED AND REPLACED. DO NOT N Q 3 z FENCE POST, SET POST 1\,_`R 1 >u AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY - PRIOR TO INSTALLATION BE 2 MAXIMUM � '1 �o � REMOVE MAIN LEADERII w c�� 3 L coo o LOAM GLEAN AND FREE OF TOXIC MATERIALS NOXIOUS WEEDS WEED SEEDS ROGKS GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ON51TE TOPSOIL 12" WIDE GONGRETE OF MOW5TRIP BELOW SOIL LINE. a��" tif,` 3 w w co c� Lu A UTILIZE SOIL/ROOT ' l RUBBER GINGH TIE _ o DOES NOT MEET THESE MINIMUM STANDARDS, GONTRAGTOR IS RESPONSIBLE TO EITHER: MOWSTRIP �- r„ _ PLAN VIEW y � �'•- a A) PROVIDE APPROVED IMPORTED TOPSOIL OR PROBE AROUND B) IMPROVE ON TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARGHITEGT. TRUNK (APPROX I"-2" "_ 9" `_' " =' s 2"x 2" WOOD STAKE (LENGTH AS Lu N L 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, 5" SQUARE VINYL FENCE AWAY FROM TRUNK) `�` REQUIRED)-DO NOT PENETRATE w WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT 'n POST TO LOCATE HIGHEST =r "`►^' r ROOTBALL. SEE NOTE 1. SET STAKES GROWTH. ROOTS. �r- .� � )��`}?«��'� PARALLEL TO PREVAILING WIND. o A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT SITE. OBTAIN TOPSOIL ONLY FROM r SET FINISH GRADE AS � III1 1 III r NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INGHES. III-III 11 SPECIFIED �� I��-��C;J�r��r��, REMOVE TREE WRAP TRUNK Q B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY FERTILITY, TOXICITY AND GENERAL TEXTURE BY A RECOGNIZED GOMMERGIAL OR GOVERNMENT A6ENGY AND III-III it 5'"`� PROTECTION, AFTER INSTALLATION z COPIES OF THE TESTING A6ENCY'5 FINDIN65 AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL SHALL BE III-III 1 GONGRETE FOOTING AS _ v� � o N =III= III SPECIFIED REMOVE BURLAP, �,;,, %�r� y„ GONSTRUGT 2" EARTH BERM AT EDGE °=«�� DELIVERED IN A FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. I11I =1 TWINE, AND WIRE 1r�� '�'"'�" III- ' III h�. p OF ROOTBALL, FILL TREE RING W/ o 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. „ �„ Cep+ ' i� =1 - BASKET FROM TOP MULCH AS SPECIFIED. a 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. -III= III= 6 AGGREGATE BASESA� ~' �� ,� rum L-i---�- - OF ROOTBALL, w w .., i:'y/�,�ijA, � /i;�� 18. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE GONSTRUGTION AND INSTALLATION OF THE REMOVE ALL NAILS, _ �w 0= � lib` d1 NOTES: in -III= GOMPAGTED SUB-GRADE 0 0 3 THICK MULCH LAYER, KEEP MULCH z LANDSCAPE IRRIGATION SYSTEM. _ 1 TIES AND PLASTIC �'' Z o K Ill. IN THE EVENT OF A DISCREPANCY, NOTIFY THE LANDSCAPE ARGHITEGT IMMEDIATELY. I. SCORE JOINTS ® 10' O.G. OR AT EACH POST. 111= III N w 0�Q 3 AWAY FROM TRUNK. o =11I III-III-11- FROM ROOTBALL. IF N ' z 2. INSTALLATION TO BE COMPLETED IN SYNTHETIC BURLAP IS o FINISH GRADE AGGORDANGE WITH MANUFACTURER'S 32" 5„ 32" UTILIZED TO WRAP SPECIFICATIONS. THE ROOTBALL, IT N COMMERCIAL SLOW RELEASE TURF AREA PREPARATION NOTE SHALL BE w FERTILIZER TABLETS 'I 6' VINYL FENCE PANEL COMPLETELY � I. LIMIT TURF SUB6RADE PREPARATION TO AREAS TO BE PLANTED. /\ \/ SIDES OF HOLE ROUGH UNEVEN REMOVED. ONLY -III VA w 2. NEWLY GRADED SUB6RADES: LOOSEN SUB6RADE TO A MINIMUM DEPTH OF 4 INGHES. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STICKS, ROOTS RUBBISH, AND 2 ' SCALD: I/2"= I'-C" BIODEGRADABLE III \ \ w OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNERS PROPERTY. BURLAP SHALL BE BAGKFILL WITH APPROVED TOPSOIL Copyright C�2021 = A. SPREAD PLANTING SOIL TO A DEPTH OF q INGHES IN TURF AREAS AND 18 INGHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER LIGHT -III AND SOIL AMENDMENTS AS LEFT ON THE BOTTOM „ All rights reserved. Reproduction or use in any form o ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR 5UB6RADE IS FROZEN, MUDDY, OR EXCESSIVELY NET. SPECIFIED. BAGKFILL IN 6 LIFTS, 3 DEPTH OF MULCH AT OF THE ROOTBALL. or by any means without written permission of 2 3. SPREAD PLANTING SOIL OVER LOOSENED 5UB6RADE. PLANTER BEDS WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP Breckon Land Design,Inc.is unlawful and subject to 0 J 4. REDUGE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNESS OF SOD. 8" OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL criminal prosecution. w 5. UNGHAN6ED 5UB6RAOE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATIN6, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL EVEN W/ TOP OF ROOTBALL, x SOIL AS FOLLOWS: 5' MIN. DIA. TREE RING DO NOT OVER GOMPACTI! o A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. 6. APPLY SOIL AMENDMENTS OIREGTLY TO SURFAGE SOIL BEFORE LOOSENING. SET ROOTBALL ON NATIVE, ° A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND 5TIGK5, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. - ``� �'' 1- UNDISTURBED SOIL w B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDING GRASS, VEGETATION, AND TURF, OFF OWNER'S PROPERTY. ^ -III -III NOTES: 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH - I- III- III APPROVED TOPSOIL AND SOIL I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO o z ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. -III AMENDMENTS AS SPECIFIED INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF w b. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. FINISH GRADE, GUT EDGE WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING q. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO DRY. TEMPERATURE SHALL BE BETWEEN 55 F AND q5 F FOR A 24 HOUR PERIOD. WIND SHALL BE LESS THAN 5 PER PLANS SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. o MPH. PLANTER BED CUT EDGE 2. IN THE EVENT R I QUESTION OR LACK E CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE Lu 10 10. TURF SEED SHALL BE SOWN AT A RATE PER SEED SUPPLIER RECOMMENDATIONS. LANDSCAPE ARGHITEGT BEFORE PROCEEDING. 10 H 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF z 3TOPSOIL NOTES (TYPICAL AT TREES IN TURF AREAS) NOT To SCALD PLANT MATERIAL. w 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. 0 I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR PERCENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR LARGER IN ANY DIMENSION, AND OTHER 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARGHITEGT z Q 1 I wLu EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. KEEP GROUND LINE SAME AS NURSERY LINE IMMEDIATELY. v U, w 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY CONIFEROUS TREE PLANTING O Q J Q FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, OR6ANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER o EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. REMOVE ANY PLASTIC, BURLAP, NAILS, OR6 OTHER MATERIALS FROM THE ROOTBALL NO- 70 SCALE � LL 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A RECOGNIZED COMMERCIAL OR GOVERNMENT AGENCY AND COPIES OF THE r n O x TESTING A6ENGY`5 FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARGHITEGT'S REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE AMENDED TO WHIGH MAY LIMIT ROOT GROWTH V J �c '�J -V w AGHI EVE SPEGIFIED PH AND OR6ANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLAGED G WHILE IN A FROZEN OR MUDDY CONDITION. CONSTRUCT 2" EARTH BERM TO FORMA Ir 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO WATER RETENTION BASIN, FILL BERM WITH O W BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. MULCH, AS SPECIFIED Q 5. GOMPAGTEO TOPSOIL THICKNESS AT THE FOLLOWING AREAS: Q A. LAWN AREAS: q INGHES MINIMUM OR AS NEGE55ARY TO AGHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. MULCH, PER PLANS, 3" DEPTH OVER ENTIRE WHEN PRESENT: BUD B. PLANTER BEDS: 18 INGHES MINIMUM BED. DO NOT COVER CROWNS OF PLANTS POINT (A MINOR ROOT FLARE/COLLAR (SWELLING AT 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH - CROOK IN THE TRUNK O W PROVIDE DEWITT PRO 5 WEED BARRIER SOIL LINE WHERE STEM TISSUE GRADE OF TOPSOIL SHALL BE 2 BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND I FOR SEED. JUST ABOVE THE TRANSITIONS INTO ROOT TISSUE) TO FABRIC, OR APPROVED EQUAL 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. SOIL LINE) TO BE BE AT SOIL LINE. 5 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK APPROXIMATELY I y2" PREVAILING WIND � L W MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROCK _ j ABOVE THE SOIL ROOT PROBE DIRECTION ., MATERIALS. CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. = LINE F - III _ O W WEED ABATEMENT NOTES: -I BAGKFILL WITH APPROVED TOPSOIL AND SOIL LINE v WIDTH OF 501L AMENDMENTS, AS SPEGIFIED. BAGKFILL - 46 .N REMOVE DEAD/DAMAGED BRANGHE5 Q r n 6" ROOTBALL 6" l Q IN 6" LIFTS, WATER EACH LAYER, DO NOT AND PRUNE TO INTERNATIONAL I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDRO5EEDING. TAMP OR OVER GOMPACT. SOCIETY OF ARBORICULTURE Q Q 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH @ROUND-UPo (GONTACT HERBICIDE) OR APPROVED EQUAL. U STANDARDS; IMPROPERLY PRUNED 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. NOTE: GON5TRUGT 6" MOUND OF TOPSOIL TREES (AS DETERMINED BY THE 0 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, 015GONTINUE I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. N r LANDSCAPE ARGHITEGT) SHALL BE WATERING FOR THREE TO FIVE (3-5) DAYS. HIGHEST ROOT SHALL La REMOVED AND REPLACED. DO NOT 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURERS RECOMMENDATIONS TO ALL W `� 5. APPLY SECOND APPLICATION OF ©ROUND-UPS TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO BE 2" MAXIMUM � REMOVE MAIN LEADER!! 6ROUN000VER BEDS. NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. BELOW SOIL LINE. 0 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATION5, CONTRACTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. SHRUB PLANTING UTILIZE SOIL/ROOT RUBBER GINGH TIE > z E 7. AT THE TIME OF PLANTING AND HYDROSEEDING, ALL PLANTING AREAS SHALL BE WEED FREE. PROBE AROUND a 4 NOT TO SGA_ TRUNK (APPROX 1"-2" X�:2"x 2" WOOD STAKE (LENGTH AS L_ AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE IRRIGATION NOTES. TO LOCATE HIGHEST _ ROOTBALL. SEE NOTE I. SET STAKES ROOTS. C° PARALLEL TO PREVAILING WIND. I. ALL LAN05GAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHIGH INSURES COMPLETE GOVERA6E AND PROPERLY ZONED FOR REQUIRED WATER o REMOVE TREE WRAP TRUNK USES. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS AND DECODERS. A A w Of PROTECTION, AFTER INSTALLATION 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. J 0 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HE16HT OF 4 INGHES AT LAWN AREAS AND 18" AT PLANTER BEDS. v p CONSTRUGT 2" EARTH BERM AT EDGE 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB MA55INC75 SHALL HAVE A POP-UP Z w OF ROOTBALL, FILL TREE RING W/ SPRAY SYSTEM. A = LENGTH, AS SPECIFIED Q MULCH, AS SPEGIFIED. D E 5. GONNEGT NEW IRRIGATION IMPROVEMENTS TO THE EXISTING ELECTRONIC WATER DISTRIBUTION/ TIMING GONTROLLER. ENSURE THE FOLLOWING: OR PER PLANT SCHEDULE in m a. AT LEAST ONE PROGRAM AND DECODER FOR EACH HYDROZONE 9 P 00 0 3" THICK MULGH LAYER, KEEP MULCH v b. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF B = 55% OF X ~ 3" AWAY FROM TRUNK. 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. REMOVE BURLAP, 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD GOVERA6E WITH TRIANGULAR SPA6IN6. + TWINE, AND WIRE o � FINISH GRADE BASKET FROM TOP w ti 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUGE OVERSPRAY ONTO IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). / // GOMMERGIAL SLOW RELEASE 9 W�W q. PROVIDE MINIMUM (1) QUIGK COUPLER VALVE PER EACH (6) AUTOMATIC, VALVE ZONES. APPROVE Q.G.V. LOGATION5 WITH OWNER'S REPRESENTATIVE. OF ROOTBALL, a a o z W REMOVE ALL NAILS, Q w //A//A//A \// /A FERTILIZER TABLETS FINISH GRADE PER PLANS TIES, AND PLASTIC VA VA\ /PLAN VIEW FROM ROOTBALL. IFJtN // / z W °z SIDES OF HOLE ROUGH UNEVEN W RW0" EDGING, PER PLANS AND DETAILS - =1 - BAGKFILL WITH APPROVED TOPSOIL ��SYNTHETIC BURLAP IS // y Z Y MOUNTING 2 1/2 TUBULAR STEEL m§ UTILIZED TO WRAP o Q o m M 6ROUN000VER PLANTING PER PLANTING III III III III III III AND SOIL AMENDMENTS AS C� w o Q�Z� 4" O.C. BRACKET (TYP) SUPPORT PICKET 6 O.G. THE ROOTBALL, IT -III- W C PLAN SHALL BE -III lI SPECIFIED. BAGKFILL IN 6" LIFTS, a 2?W g � - COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP 111114/111111111 (2)-1 3/4" HORIZONTAL MULCH, PER PLANS, 3" DEPTH OVER REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL HOLLOW STEEL PICKETS o ENTIRE BED. DO NOT COVER CROWNS OF BIODEGRADABLE SOIL EVEN W/ TOP OF ROOTBALL, REVISIONS c w 5' MIN. DIA. - PLANTS DO NOT OVER GOMPACT!! No. Date Description BURLAP SHALL BE TREE RING P Z LEFT ON THE BOTTOM J U) - / /V/V�/ / /V/V�/\ \ V/V�/\ SPLIT ALL ROOT BOUND ROOTS WITH 3 SET ROOTBALL ON NATIVE, o Q a I" HOLLOW STEEL N //AA/AAA/AAA/AAA/AAA/AAA/AAA/AAA/AAA/�AAVA/A EQUAL SPACED VERTICAL GUTS. OF THE ROOTBALL. UNDISTURBED SOIL z I I vwvwvwvwvwvwvwvwvwvwvvvvvv 0 A AA NOTES. _ TILL SOIL TO A DEPTH OF 12 , BAGKFILL - WITH APPROVED TOPSOIL AND SOIL I. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER, THE CONTRACTOR IS AMENDMENTS, AS SPECIFIED. RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT PROJECT NO.: Ir `� G FOR ONE YEAR AFTER SUBSTANTIAL COMPLETION. ALL STAKING SHALL BE REMOVED AT THE END OF THE B Q - DEWITT PRO 5 WEED BARRIER FABRIC, WARRANTY PERIOD. 20119 Q 2� W-I 5/4" HORIZONTAL SECTION OR APPROVED EQUAL 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY DRAWN BY: Q HOLLOW STEEL RAIL THE LANDSGAPE ARGHITEGT BEFORE PROCEEDIN6. TC Z v 3. LANDSCAPE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION .00 4 6' O.C. 8" X 24" NOTES: SUB6RADE OF PLANT MATERIAL. CHECKED BY: NOTE: CONCRETE FOOTING I. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. - JB 5. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8 O IN WIDTH, PROVIDE TREE ROOT PATTERN. DATE: CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND 6' ARGHITEGT BEFORE INSTALLATION. WROU6HY IRON GATE TO BE PAINTED W/ ELEGTO 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL 1/20/2021 LU o STATIC PAINT - COLOR AS DIRECTED BY OWNER. 6ROUNDGOVER BEDS. REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. WROUGHT IRON FENCE PERENNIAL & GROUNDCOVER DECIDUOUS TREE PLANTING SHEET NUMBER � "°r r0 9GA�E (TYPICAL FOR TREES 3� CALIPER OR LESS) NOT TO SCALE PLANTING L1.5 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 s n U O i C m F E I I 1 I I I I I • III II �W. TERRAIN ST_ - "= '--- — — — U-° II I 1 I o EXISTING RESIDENTIALITD ROAD RESERVATION _ CD CD[V 4J`' �� Lw 77, ' �v Lu of ❑UPHASE 2 - SEE BELOW. W. AMALFI ST GAZFBd z PLAYGROUND II I I I I - _� I"n� _r's s �. f —�•�_�� .,,... :I II 1 / o (- i� ¢❑ dl�p1 ,•_1_ _I _tl.. � _ r i.�j�•n •' I � W. AMALFI S T Lu Lu Ail � ii LL LL CO W. DOUBLEROCK ST d ITD ROAD RESERVATION Lu PHASE 2 - NOTES PHASE 2 15 FOR FUTURE GON5 TRUGTION TO BE COMPLETED UPON N. MCDERMOTT ROAD IMPROVEMENT5. LOT 2 15 TO BE USED A5 OPEN 5PAGE. ILJJ VILLAGIO SUBDIVISION I 1 - , ■Civil Engineering ■Landscape Archi tecture H 83646 Erosion&Sedi men t Control •Graphic CommunicationN. MCDERMOTT ROAD ■Irrigation Design ■Land Planning � www.hreckonianddesign.com •MERIDIAN, IDAHO Fax 20B-376-6520 Phoe.208-378-5153 1 6661 North Glenwood Street G! arden City.Idaho 83794 q1f A' IEE: 11 _ 1_011 CITY OF MERIDIAN SINGLE FAMILY (R-15) OPEN SPACE REQUIREMENTS QUALIFIED OPEN SPACE 10%OPEN SPACE REQUIRED TOTAL AREA: REQUIRED: PROVIDED: (QUALIFIED OPEN 5PA0E) 6 0,155 SF b-T,316(1.55 AG) 114,903(2.64 AG) (15.45 AG) 10% 1-7.0?% LANDSCAPE LEGEND �F QUALIFIED OPEN SPACE AREA(COMMON LOT):2,409 SQ.FT. AREA(PARKWAY): a TARE)(COMMON 1 I 1 1 1 1 I 705 SQ.FT. -- 'LOT:3,985 SQ.FT.I 1 1 1 1 1 1 1 Q ' J a -- W. DEERSPRINGS DRIVE - ' I 0, 1 W 1wi J --�--� I w C7 1 ¢LL AREA(PARKWAY): ❑,� 4,419 SQ.FT. 111 I I I U N w l -- z I—�I L_TJ I L—I I— j I L-4—j I�I -- i AREA(COMMON W 1 O 1 1--- �--�AREA 46(COMMA 481 SQ.FTLOT): -- -- --�-- LOT): SQ.FT. I Q m i 0 J J QI W. MAGIO DR. — — — W. MAGIO DRIVE o I I 1 r 1 1 1 r 1 1 AREA(COMMON I LOT):6.159 SQ.FT.I _=J Z 0 v I I 11 1 11 I AREA(PARKWAY): 11 j I 12 0 5 SQ.FT.o O LL 4,1 J I w 0 1 0Q a m - W. DOUBLEROCK DRIVE O co L w -- AREA(COMMON I 1 1 1 1 1 1 I AREA(PARKWAY): I I w U d ¢LL ILOT):3,846 SQ.FT.I I I I I I 1 I x m E 639 SQ.FT. I I¢ 1 AREA(COMMON LOT):2,392 SQ.FT. E U I� 3 E Scale: 1"=200'-0" U 0 •Clvil Engineering Landaca Ar`hlte"°r` V I L LAG I O SUBDIVISION Land PlaCo 9 1 Sediment Control Ir t-Nsi9 leation 20119 � ww.hreckonlanddesign.com W. MCDERMOTT ROAD Faxz°6-376-6526 MERIDIAN IDAHO 83646 X1.0 Phone'208-376.5'153 1 6661 North Glenwood Street Garden City,Idaho 83714 N LL- 7 MM7 - - - - - - - - - - - - - - - - - 0 I7177 I7 � 11 II � II II I F � I � I � I I � 11 II � I � I � I I I 11 CD I II c� I D 11 I � I - - - - - - - - - - 55.00' 10.00' 10.00' _ 55.00' 0 0 1 w > , SIDE-LOAD 25'_11" 1 — 25_11 SIDE-LOAD GARAGE DRIVEWAY DRIVEWAY GARAGE 0 5' w 5' LOT 1 I LOT 4 5' 70, o Q N 5' PROPERTY LINE PATIO PATIO 13 5' FRONT E SEMENT N fV I cn � to 1 PROPERTY LINE 5' 37-1 I SIDE-LOAD DRIVEWAY DRIVEWAY SIDE-LOAD GARAGE GARAGE 1 37'-1" I ON STOOP PORCH 5' PORCH o LOT 2 g LOT 3 6 I 1U-) I 5' I I PROPERTY LINE 1 PATIO PATIO GATES 6' VINYL FENCE 65.00 � 65.00' 10' REAR EASEMENT 6' FENCE PROJECT NO.: VILLAGIO RIVERWOOD HOMES THESE DRAWINGS AND DESIGNS SHALL BE USED BY ANY DATE: 8-31-2020 PERSON OR ENTITY ON OTHER P.O.Box 344 Meridian,ID PROJECTS,WITHOUT THE DRAWN BY: JOSHUA Ph.(208)854-7356 Fx.(208)888-9947 WRITTEN CONSENT OF RIVERWOOD HOMES SUPERINTENDENT: STEVE quad homes r r � tir 5 r + jor # + #loop } ' Y •kL •, '. or _ � � - _ + nap +aa 1 AiQ ■ yy _ I Ink- 40 dl f y ' di do No.W--. r s • ■ lk 4 I I r � � ��- _ � • -- ' - - - „�r. r �� R � � � fir. c ■ _ , ' II r f ' # ♦' pF� • * 'I �r - - f r a **R wo dp- mph— now VIP- MEN dmmammiff�--wmmmmmam AV IMF- FOWL won— jpp No Ll 11411 1p 71 dIL IF T r� -_ —- i N �✓ * ' �#- � "�,":_,' T'�' may" � _ — _ � f � _ .�•►R _ _ •_ � _a. ,ti.' =C �f � .. ,J. r�.k �• i' ,' �� - — NJ 1. ��)� 'd'�. dF ,' '�,�_ 'rs� .y-y s ��r�r jL..rl :�� - �i'�+'� ��r .- . 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CONNELLYS89°22'23"E 1299.09'20.00'I -100.50'- R37.00' 36.00' I R -36.00'- R F 36.00' 36.00' 36.00 R 36.00'-1 R-36.00' I R 36.00' 36.00' 36.00' R 36.00'-I R 36.00' F 36.00' 36.00' 51.58' R ,�, 7SF I o / O B OC/1 75.00' LEGEND 1 "/ 5,052 SF " IIIIIIIII / I I IIIII IIIII // I IIIII PROPERTY BOUNDARY I I _ 0000000OOOOOO 45678910 11 12 d 13 14 15 16 IIIII IIII r / I I I RIGHT OF WAY LINE 1003o I I 522 SF 13,617 SF 13,617 SF 13,617 SF 13,618 SF 13,618 SF 13,618 SF 13,618 SF 13,618 SF 13,618 SF 13,�8'SF 13618 SF 13,618 SF 13,618 SF 13,618 SF 14,932 SF I l 55 SF3,618 SIF 1 Il IIIII IIII / ` I II II - EXISTING ROAD CENTERLINE ,0oso' �. / __ _ �, � o - -� IIIIIIIII �_ i I � IIIII ry96 I o - - 1s3.00' IIIIIIIII / 0,5`1-� \ IIIII I O7 EXISTING LOT NUMBER o O o 16.43' 36.00' 36.00_ -36.00' 36.00'- 36.00' 36.00' 36.00' 36.00' 36.00' 36.00' 36_00' 36.00' _36.00' 36.00' 30.04' I 88.00' IIIII IIII //// ' IIIII I EXISTING LOT LINE 3,618 SIF $"w $"w W. TERRAIN ST. 8"W 8"w 8°w s w o O Q s IIIIIIIII // IIII 1 100.50' l "SS 8"Ss 8"SS GJ�'o 8"SS f�' IIIIIIIII // I / IIIII EXISTING SEWER LINE W/ MANHOLE �`L � 8"SS 8"SS � � -, 5,755 SF 0 0 SSMH - D3 SSMH - D2- - /. SSMH - D1 �, I I 4,840 SF -_2525` I ICI I ITD ROAD RESERVATION CATION / i iIII EXISTING WATER MAIN W/ GATE VALVE \ 1 "' 3,618 SF1 00 RIM ELEV = 2525.47-10.010.00' S5.ao' S5.ao' 17.17' 55.00'-�10.010.00' 55.00' 55.00' 10.010.00' EXISTING PIRR W SERVICE Y 6 - - INV WT 2517.16 RIM ELEV = 2526.03 co I aa.00' I 75.00' IIIII IIII ` / I INV OUT 2515.82 (E) // NIV WT 2514.4s (S) 60 I - 0 4.15 ACRE III I i / Q N o loosso' o INV IN 2517.26 (N) INV INV IN 2515.92 (VI) W INV IN 2517.25 (S) INV IN 2514.56 (N� 0 5 $ / 1 1 II f ` /� IIIII o�¢c EXISTING STREETLIGHT of I Io O o1 ®/^3 i Ia _&_ ro of I 10 0 0 0 O Lo INV IN 2514.56 N \ 9 " 8 IIIIIIIII �' illl EP EDGE OF PROPOSED PAVEMENT, w 1 3,618 SF c6 00 _ $ 0 9 0 0 12 0 13 0 o v o 4,840 SF / I I / 5,755 SF IIIII IIIII w 4,840 SIF �1 I 1`� 4,840 SF �1 /840 SF "1 I 4,840 SF 1 l 4,840 SIF I I 1 4,840 SF 1 4,840 SF I 1 1 4,840 SF I IIIII IIII I IIII ROAD CENTERLINE w L�CL( 6 ioo.so' A - 88.0o_ 11 I Q o M O 100 - l o o 0 o I I g - - - - -I IIIII IIII I Ill 1 A ROAD RIGHT OF WAY 0 0 �, o - ,63.00' IIIIIIIII I �, I _1 - °° / 212i1 - - 2i2iI 2il 2i2i1 - b�I I I aa.00' II INTERIOR LOT LINE o m 100.50' 55.00' 55.00' 55.00' 55.W 55.00' 55.00' 55.00' 55.00' °O co 1 IIIIIIIII I IIII E I cn ® o s IIIIIIIII I IllI 0 I Q LOT NUMBER w o q s ^- �I _ I 1 1 l 1 I 1 I 1� 5,755 SF `° I I w z Y \ / 3,618 SF ,�7 O2 O3 O O O © o s 10 11 0 14 15 0 4,840 SF "' IIIII IIII II l STANDARD STREETLIGHT 1oo.so' 5,755 SF 1 5,755 SF I I l l 1 5,755 SF 1 5,755 SF 1 5,755 SF 1 88.00' 75.00' IIIII IIIII i i 11 l Q 0 Lcsl SSMH _ 5,755 SF 5,755 SF 5,755 SF - - - - II 3, 46,SF 00 RIM ELEV 2525.98 1 I ;I IRR �` I II11 a ss� CONSTRUCT SEWER W/ 48"0 MANHOLE N N ( ) �, 9 ACHD ROAD EASEMENT 111 2 0- N J �� -4.20 _$,�' �I l INV OUT 2518.23 N ss.00' - - s5.00' - ss.00' ss.00' - 65.00' - - 65.00' - 65.00' cn 1 I w CONSTRUCT C-900 WATER MAIN 2 Y Y l N 7s.00'- ti I p � 5,s3 F, (TEMPORARY) ll SSMH - A7 SSMH - A3 ao 00 a .02 1 I Z z Z - - N RIM ELEV = 2526.20 RIM ELEV = 2527.24 - - U INSTALL FIRE HYDRANT O o w 17 "� INV IN 2513.61 (N) N $W s w 8"w 8"W s°W 8°w ¢ z w ~ 1 Q W. AMALFI ST. INV OUT 2517.97 (s) BL OCf( 7 ,ti `° Lu I w > o a a o _ I I - INV IN 2518.07 (1I� 54 2 SF / INV IN 2513.61 (S)o �, $„ W. AMALFI ST. m z Y O w o l Q ��6 / INV OUT 2513.51 (E)- SS "SS 8"sS 8„SS III o o O n 8"SS I w cn Q w a m _ '� Z NOTES: 1W10 o 0 Q g a/ 141.98' J I S S $'Si 65.00' - 65.00' - - 66.00' - 65.00� l 65.00' - 65.00' - T 65.00' 66.59' �96� I ¢ Q a 1) ALL SANITARY SEWER MAINS SHALL BE 8" UNLESS l- - 74.00' 1 I o �•� I R �I o 0 01 1 o I� - - 5,ss SF _ _ II n1l SSMH - A2 I 1 I m w 1� OTHERWISE SHOWN. » 0 I N I 01 a4so' �A 32 I 31 I o 28 I 27 0 0 23 - A aa.00' RIM ELEV = 2527.31 ^ N I / 2) ALL WATER MAINS SHALL BE 8 0 UNLESS OTHERWISE Q INV IN 2511.50 (VV� m 11 24 I / I 20 1 191 75.00' IIIII IIII` III co o / I o Q� SHOWN. W J � I o I SSMH - A8 10 � 5,770 SF 5,755 SF 5,755 SF 5,755 SF 5,754 SF ,•.•� � \ � RIM ELEV = 2525.90 3,546 SF N I I I 5,755 SF 'I I 5,753 SF I 5,853 SF 0 0 o IIIII IIII INV WT 2511.40 (S) III co N 0- 3) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE O ° INV OUT 2518.78 (E)- - 9 � IIIII IIII II l 00 w AND/OR SUBSURFACE FACILITIES AS APPROVED BY THE z - _ 4,840 SF IIIII IIII 11 l I I CITY OF MERIDIAN AND ACHD. J 100.50' 55.40' 55.00' 55.00' 55.00' ,55.00' 55.00' _ 55.00' 56.09' 5,755 SF O 1 I l S 11 g cn IRR I M-IRR I R � o-IRR I IRR rn-IRR I R � RR IRR a 1 1 1 I I 11 1 1 I I l I $ as.00_ I IIIII IIII I I 111 CD l 4) SANITARY SEWER AND POTABLE WATER SERVICE Q Q �, u i t 3_s1 s SF "' 1 I I 1 1 I I 1 1 I I l 0 16 - - - -� IIIIIIIII I IIIII cn N l o I PROVIDED BY MERIDIAN CITY. 100.50' - - N I 5) PRESSURE IRRIGATION SERVICES ARE TO BE 0 I l�� 29 - 2s a o 25 0 1 0 22 10 21 0 1 0 1s o l I 88.00' \ IIIIIIIIII /I III N II PROVIDED AT EACH LOT. 12 g ao 33 30 0 0 0 o 0 0 o a o 0 0o ao _ _ ® IIIIIIIII // IIII � { I 6) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE oo M o IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION 3,618 SF "' 4,898 SF I 4,842 SF 1 4,842 SF 1 4,842 SF 4,840 SF I 4,840 SF I 4,840 SF I 4,910 SF o 5 $ ,; l � o ioo.so' ?�� " SSMH - A4 55yS\ `� I I INI Ill -co I _ _ WATER. SANITARY SEWER SERVICE PROVIDED BY MERIDIAN 4J 1 13 6 l RIM ELEV = 2527.79 - / I $ 5.39' S5.87'- 10.00'I.00' 55.00' 55.00' 10.00'I.00' 55.00' 15.J��t:5:0=0- 10.00'1.00' S5.00' 55.00' 10.00'1.00' 55.50' 8.13' INV IN 2514.54 75.00' I I ,252 _ / J I III CITY. �I I I // ,�Soy 3,s1s SF "I - - - - - - - - - - (W - 1 ITD' Rd D RESER ATION N - - 8„W 8"W 8"w 8"w 8„W 8 w INV OUT 2514.44 (N) l 1 6 W. IIIIIIIII / Ill I O I I r N 100.50' - 11. DOUBLEROCK ST. INV IN 2514.54 (S) Q oo I I / 0 14 s -- 8"SS 8"SS 8"SS 8"S 8"Ss - 8°ss a°ss - $ U o IIIII IIIII m M SSMH - As _ _ _ _ _ IIIII IIIII _ _ I 4,840 SF o \ l 3,618 SF- - -� RIM ELEV = 2526.93-3s.00' 36.00' 36.0°' 36.00' - SSMH _ A5 36.W 36.00' 36.00' 36.00' 36.00' 36.00' 36.ao' 31.04' Z a- I I 100.50' INV IN 2517.24 (S) RIM ELEV _ 25- �9 88.00' 5,755 SF IIIII IIII \�/ III u�l L o v \ g INV IN 2517.24 (N) - IIIII IIII III `� /n I I l I / 15 $ - o - - 163.00' ao CK 53,618 SIF MV OUT 2515.80 (E) // - 6 I I 16 INV WT 2517.14 (E) - I -r_ - - - IIIII IIII SSMH - Al 11 I I 1 SEWER J I I I I 88.00' l IIIII IIII RIM ELEV = 2527.96 CITY OF MERIDIAN Q 0 l 1 4 5 6 7 " $ O o / 1®-8- }� -g 12 0 13 $ 14 0 15 0 16 INV IN 2510.35 (N) ll l 1 ^ - - 100.50' o o o D o D o o I L.L N l o ® g IIIIIIIIII INV WT 2510.25 (E) Ssx w j O 97 SF 13,618 S�13,618 S�13,618 S�13,618 SF'_13,618 S�13,618 SF_13,618 SF_l 3,-&18-SF-13,618 SF�13,618 SF8I 3,618 S�1 3,618 SF8-1 3,618 SF'13,618 SF'I 4,986 SF M I U) $ G " IIIIIIIII III WATER J L I I 1 ` _ 16 M " _ °' cn 50 In 5,755 SF � o I I - 5;5s�s� - " - - - - - - - � � � - - - � - -4,840 SF - - - - - - - - - - 2527 - _ - MERIDIAN _ _ _ IIIII IIII � IIII SSMH Ex 1 � � - - - - - - - - - - - - - - - - - - - 1 RIM ELEV - 2513.46 - - a8.°°' IRRIGATION - o + I I - - - 75_00' �IN a, INV IN 2509.87 (YID ______ _ _ _ NAMPA-MERIDIAN IRRIGATION DISTRICT J �I J j� 2p•DD' 100.50' 36a- u .18' 36.00' 36.00' 36.00' 36.00' _36.00'_ 36.00' 36.00' 36.00' 36.00' 36.00'_ 36.00' 36.00' 36.00' 36.00' 51.50' v 198 pp ---__- u N : a��z � � a-..vrr � ----- � w f X 30' CREASON `_� _ _ Ld I I LATERAL EASEMENT =====- ------ _-�=--_- -----===-- -_ O o I SSMH - C1 - � _ Z z o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 1 � J O o O)o RIM ELEV = 2527.00 RIM ELEV -= 2527.23 \ 2j -\ �� m c o I I INV OUT 2517.69 (N) UIN-PLA TIED INV OUT 2514.99 (N) II ^' I� J - w JAMES M. CONNELLY ' - l I� I w / � Q = � >_ z m I I Qv I 111 � O 0 110 of Q = m o z O �� I I I II I I O how SE CORNER SECTION 29 J 0_ E 3.5" BRASS CAP STAMPED "J-U-B r N = ENGINEERS INC. FEB 2005 PLS 8575" �/ w J O INSTR# 2019-017185 I..L >>_ J w m I..V > 0 O N � w O � N N N SHEET NUMBER N / w = UT01 QQ oa_ uu Geotechnical Engineering Report McDermott — Villagio Development Boise, Idaho PREPARED FOR: Schultz Development, LLC PREPARED BY: Innovate Geotechnical Innovate Geotechnical Project No. 320027 January 12, 2021 -1 INNINATE LUTLCHNICAL mEn INNCIVATE GEDTECHNICAL Page 1 of 10 January 12, 2021 Attention: Matt Schultz Subject: Geotechnical Engineering Report McDermott -Villagio Development Boise, Idaho Innovate Geotechnical Project No. 320027 Matt, Submitted herewith is the report of our geotechnical engineering evaluation for the subject site. This report contains the results of our findings and an engineering interpretation of the results with respect to the available project characteristics. It also contains earthwork and site improvement recommendations necessary for development of the property. On August 13, 2020, Innovate Geotechnical staff was on-site and completed 3 test pits up to 10 feet below the existing ground surface. On December 11, 2020, 5 more test pits were completed up to 12 feet below the existing ground surface. Soil samples were obtained during the field operations and were then transported to our office for further testing. Based on the findings of the subsurface investigation and other information, site earthwork and development recommendations are provided. A detailed discussion of observed conditions is presented in this report. We appreciate the opportunity to work with you on this project. If we can be of further assistance or if you have any questions regarding this project, please do not hesitate to contact us at (208) 484-1090. K S .�� Sincerely, d � �K'S Innovate Geotechnical Sierra Hyde Seth P. Olsen, P.E. Engineering Intern Senior Geotechnical Engineer GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNCIVATF GEDTECHNICAL Page 2 of 10 Table of Contents Attention: Matt Schultz................................................................................................................... 1 1.0 INTRODUCTION .................................................................................................................... 3 2.0 PROJECT UNDERSTANDING .............................................................................................. 3 3.0 SCOPE OF SERVICES............................................................................................................ 3 4.0 SITE CONDITIONS AND FIELD EVALUATION................................................................ 3 4.1 Surface Conditions.................................................................................................................... 3 4.2 Field Evaluation........................................................................................................................ 4 4.3 Subsurface Soil Profile .............................................................................................................4 4.4 Groundwater ............................................................................................................................. 4 4.5 Site Subsurface Variations........................................................................................................ 5 4.6 Seismic Setting.......................................................................................................................... 5 5.0 CONCLUSIONS AND RECOMMENDATIONS ................................................................... 5 5.1 Site Preparation and Earthwork................................................................................................ 5 5.2 Structural Fill ............................................................................................................................ 6 5.3 Fill Placement and Compaction................................................................................................ 7 5.4 Slopes........................................................................................................................................ 7 5.5 Foundation Support................................................................................................................... 7 5.6 Floor Slabs................................................................................................................................ 8 5.7 Drainage.................................................................................................................................... 8 5.8 Pavement................................................................................................................................... 9 6.0 QUALITY CONTROL............................................................................................................. 9 7.0 LIMITATIONS....................................................................................................................... 10 8.0 REFERENCES ....................................................................................................................... 10 List of Figures Appendices Figure 1 —Vicinity Map Appendix A— Boring Logs Figure 2 —Site Map Appendix B— Laboratory Test Results GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNCIVATF GEDTECHNICAL Page 3 of 10 1.0 INTRODUCTION Innovate Geotechnical (IGEO) is pleased to present this report which presents the results of our geotechnical engineering evaluation for the proposed McDermott—Villagio Development in Ada County, Idaho. The project area is located approximately as shown in the Vicinity Map, Figure 1. 2.0 PROJECT UNDERSTANDING The proposed development is on the west side of McDermott between McMillan Rd and Chinden Rd.The project entails developing the approximately 20-acre property into 99 lots. The proposed project includes evaluating the site for subsurface characteristics and providing pavement recommendations. The site will be developed as residential. IGEO was asked to provide geotechnical recommendations for this development. We understand the proposed residential construction will consist of one and two-story, wood- framed structures supported by shallow foundations. Wall loads are expected to range from 2 to 3 kips per lineal foot. If the construction conditions are different than we have observed, please notify us so that any appropriate modifications to our conclusions and recommendations contained herein may be made. A site plan is presented in Figure 2. 3.0 SCOPE OF SERVICES The purpose of our geotechnical engineering evaluation was to provide recommendations for site development based on our site evaluation, laboratory testing, and engineering analyses. Our specific scope of services included: • Exploration of soil and groundwater conditions underlying the proposed development by completing 8 test pits, and collecting samples for testing • Laboratory testing to assess pertinent physical and engineering properties of the soil observed. • Engineering analysis and preparation of this report. 4.0 SITE CONDITIONS AND FIELD EVALUATION Existing surface and subsurface conditions associated with the subject property are presented in this section. 4.1 Surface Conditions The site is in Meridian, Idaho (see Figures 1 and 2). Topographically, the site is relatively level sloping gently downward from southeast to northwest towards Chinden Road. The elevation drop is approximately 3 feet across the property from approximately 2515 feet above Mean Sea GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 4 of 10 Level (MSL) to approximately 2512 feet above MSL. A portion of McDermott Road forms the eastern boundary. Agriculture crops (corn fields) makeup the observed vegetation on the site. Existing residential homes and agriculture surround the property. 4.2 Field Evaluation The subsurface soil conditions were determined by performing eight (8) Test Pits (TP-1 through TP-8)at the locations shown on Figure 2. Test pits were advanced using a backhoe subcontracted to IGEO. Soil samples were obtained at significant changes of strata and in general accordance with ASTM D-420 and ASTM D-2488. The subsurface conditions observed during the field evaluation are discussed in Section 4.3. Logs of the explorations, including a description of all soil strata encountered, are presented in Appendix A. After completion of the field evaluation, soil samples were tested for their engineering properties. The results of the laboratory testing are presented in Appendix B and shown on the test pit logs in Appendix A. In addition, groundwater will be monitored in all the test pits monthly for 12 months. 4.3 Subsurface Soil Profile The results of our field evaluation and our laboratory testing indicate a fairly uniform subgrade across the site. In general, the existing ground surface predominantly overlies brown moist, medium stiff sandy silt to a depth of up to 9 feet(TP-3,TP-5, and TP-7 to TP-8)or a medium dense silty sand below the existing ground surface. The other test pits had brown loose to medium dense sand with varying amounts of silt to a depth of approximately up to 6 feet (TP-1, TP-4,TP- 6) below the existing ground surface. Only one of the test pits had a medium stiff sandy lean clay (TP-2) up to 8 feet below the existing ground surface. This layer is underlain predominantly by poorly graded sand with gravel with some cobbles (TP-1 to TP-4) or a layer of gravel with sand with cobbles (TP-5 to TP-8) to the full depth explored (approximately 12 feet below the existing ground surface). Some cementation was observed in the subsurface (TP-3). For a detailed description of the soil profiles observed in this evaluation, see the test pit logs in Appendix A. See Figure 2 for the approximate test pit locations. 4.4 Groundwater Groundwater was observed in one of the test pits during the field evaluation (TP-3). Numerous factors such as heavy precipitation, irrigation practices, and other unforeseen factors may influence groundwater elevations at the site. The detailed evaluation of these and other factors, which may be responsible for groundwater fluctuations, is beyond the scope of this study. PVC pipe was installed in each of the 8 test pits to act as piezometers and allow for groundwater observation to take place. IGEO will submit groundwater reading results as a part of this project over the next 12 months from the time of the field evaluation. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 5 of 10 4.5 Site Subsurface Variations Based on the results of the subsurface exploration and our experience, variations in continuity and nature of subsurface conditions should be anticipated. Due to the heterogeneous characteristics of soils, care should be taken in interpolating or extrapolating subsurface conditions between or beyond the exploratory explorations. Seasonal fluctuations in groundwater conditions may also occur. 4.6 Seismic Setting According to the findings of our subsurface evaluation and the guidelines of the International Building Code (IBC, 2018) the Site Classification is D (IBC, 2018, section 1613). The following values should be used for site structural coefficients: Short Period Spectral Response Acceleration SS = 0.29g One Second Period Spectral Response Acceleration SI = 0.106g Short Period Spectral Response Design Acceleration SIDS = 0.3039 One Second Period Spectral Design Acceleration SDI = 0.1699 Liquefaction of a soil is defined as the condition when a saturated, loose, cohesion-less, (fine sand-type) soils have a sudden, large decrease, in their ability to support loads. This is because of excessive pore water pressure which develops during a seismic event. Cohesive (clay type) and dense sand and gravel soils typically do not liquefy during a seismic event. Because of the soils observed and the depth of the groundwater at the site, it is our opinion that the potential for liquefaction at this site is low under seismic conditions. 5.0 CONCLUSIONS AND RECOMMENDATIONS Based on the results of our site exploration, laboratory testing, and engineering analyses, it is our opinion that the proposed site may be improved as envisioned. Specific recommendations for the proposed improvements are presented in the following sections of this report. 5.1 Site Preparation and Earthwork 5.1.1 Initial Preparation We recommend that proposed areas for improvements be prepared by clearing and grubbing of both the surface and subsurface of all debris, deleterious and organic matter, and roots greater than %inch diameter. We estimate that the depth of stripping required to remove organic topsoil GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 6 of 10 will range from approximately 2 to 4 inches across the site. We recommend an average topsoil stripping depth of 3 inches be used for planning and cost estimating. 5.1.2 Grading, Excavations, and Subgrade Preparation Current site grades within the proposed improvements slope gently toward the southwest. We anticipate excavation depths to be fairly consistent across the site. In order to provide uniform bearing conditions for the proposed structures and pavements,we recommend the following site preparation activities: • Within foundation limits, the native soils are to be proof-rolled and compacted to establish final foundation elevations. • Within the roadway limits, the on-site sandy soils should be proof-rolled prior to placing the aggregate for the proposed roadway section. In the event earthwork activities cause excessive subgrade disturbance, replacement with structural fill may be necessary. A greater depth of disturbance of the subgrade soil may be expected if site preparation work is conducted during periods of wet weather when the moisture content of the soil exceeds optimum. Any soft, loose, wet or otherwise unsuitable soil encountered is to be over-excavated to firm soil, or a depth of 2 feet, whichever is less, and replaced with structural fill, as described below. 5.1.3 Temporary Excavations For temporary excavations less than five feet deep, side slopes should not be made steeper than 0.5:1 (horizontal to vertical). Temporary excavations extending more than five feet and up to ten feet in depth should not be made steeper than 1:1. If unstable conditions or groundwater seepage are encountered, flatter slopes, shoring, or bracing may be required for all conditions. All excavations should be made following OSHA safety guidelines. 5.2 Structural Fill Soil used to support the foundations is classified as structural fill for the purposes of this report. 5.2.1 Structural Fill Structural fill shall consist of granular soils free of organics, debris, or other deleterious materials and no particles larger than four inches in maximum dimension. Structural fill shall meet the specifications described below: • Structural fill placed below structural foundations should consist of well-graded, sand and gravel material with no more than 12% passing the #200 sieve. Equivalent specifications may be used if approved by the project geotechnical engineer. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 7 of 10 5.2.2 Use of on-site Soil The on-site sandy soils observed in our test pits may be reused as structural fill, provided it is reworked and meets the requirements set forth above. 5.3 Fill Placement and Compaction The various types of compaction equipment have their limitations as to the maximum lift thickness that can be compacted. For example, hand operated equipment is limited to lifts of about four inches and most "trench compactors" have a maximum, consistent compaction depth of about six inches. Large rollers, depending on soil and moisture conditions can achieve compaction at eight to twelve inches. The full thickness of each lift should be compacted to at least the following percentages of the maximum dry density (MDD) as determined by ASTM D- 1557: 1. Compacted fill/native soils, supporting foundations 95% 2. Compacted fill/native soils, below floor slabs 95% 3. Compacted fill/native soils, below pavement 95% 4. Backfill of trenches a. Below foundations 95% b. Below pavement 95% c. Others 90% Field density tests should be performed on each lift as necessary to ensure that compaction is being achieved. Conditions of the structural fill, site grading fill, and compacted native soil should be evaluated by in-place density tests, visual evaluations, probing and proof-rolling as these materials are prepared to determine compliance with the contract documents and recommendations in this report. Over compaction should be avoided as increased compaction effort will result in lateral pressures higher than those provided in this report. 5.4 Slopes For permanent re-worked slopes on the property, we recommend slopes of no more than 2Horizontal : 1Vertical. Shallower slopes may be needed where loose, soft,or otherwise unstable slopes are encountered. 5.5 Foundation Support We anticipate that the proposed footings will be established at a minimum elevation of two feet below the existing ground surface.To establish uniform bearing conditions the proposed footings GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 8 of 10 should be established entirely on a specific zone of compacted native soils, as described previously. Foundations may be designed using a maximum allowable bearing pressure of 2,000 psf. In addition to the fill recommendations presented previously in this report, the following recommendations should be implemented: • Continuous footing width should be maintained at a minimum of 18 inches. • Spot footings should be a minimum of 30 inches in width. • Exterior footings should be placed a minimum of 24 inches below final grade for frost protection, and interior footing shall be placed a minimum of 16 inches below grade. • Drainage around the site should be created so that water is not allowed to flow into the excavation during or after construction. The allowable bearing pressure may be increased by 1/3 for temporary loads such as wind and seismic forces. Based on the preliminary maximum foundation loads, as presented above, and given that the foundations are supported as described in this report, we estimate that total settlement will be less than about 1 inch. Differential settlement is estimated to be less than about % of the total settlement. Post-construction settlement should be minor. Loose soil or otherwise unsuitable soil not removed from footing excavations, or disturbance of soil at foundation grade during construction could result in larger settlements than estimated. 5.6 Floor Slabs Floor slabs may be supported on structural fill overlying the on-site soils as recommended in the previous sections of this report. We recommend the slab be designed using a modulus of vertical subgrade reaction (k) of 100 pounds per cubic inch (pci). To help control normal shrinkage and stress cracking, the floor slabs should have the following features: • Adequate reinforcement for the anticipated floor loads with the reinforcement continuous through interior floor joints • Frequent crack control joints • Non-rigid attachment of the slabs to foundation walls and bearing slabs 5.7 Drainage All soils can experience some volume change when exposed to water. Therefore, adequate site drainage is always important. Site grading design and construction should be implemented to assure that all surface water is directed away from the foundation bearing soils. We recommend the following actions be taken: GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNCIVATF GEOTECHIMEAL Page 9 of 10 1. All areas around the buildings should be sloped to provide drainage away from the structures. We recommend a minimum slope of 6 inches in the first 10 feet away from the structure. 2. All roof drainage should be collected in rain gutters with downspouts designed to discharge well beyond the backfill limits or the stormwater drainage system, if applicable. 3. Adequate compaction of the foundation backfill should be provided. We suggest a minimum of 90% of the maximum laboratory density as determined by ASTM D-1557. Water consolidation methods should not be used under any circumstances. 4. Sprinklers should be aimed away from the foundation walls. The sprinkling systems should be designed with proper drainage and be well-maintained. Over watering should be avoided. 5. Other precautions may become evident during construction. 5.8 Pavement The flexible pavement evaluation was performed using the Gravel Equivalence (GE) method. In our evaluation we analyzed a roadway classification of local road and collector road. In general, the thickness of the asphalt pavement is predominantly controlled by the traffic and the thickness of the base and sub-base layers is predominantly controlled by the subgrade conditions. The total thickness analysis was developed based on an estimated R-value of the subgrade soil (35) and traffic data recommended by Ada County Highway District (ACHD). ACHD recommends using a traffic index (TI) of 6 for local roads and 7 for collector roads. The recommended total design pavement section for the flexible pavement of the development is presented in Table 1. TABLE 1-Flexible Pavement Sections Flexible Subbase Total Flexible Pavement Pavement Base Thickness Thickness Thickness Section Thickness (inches) (inches) (inches) Local Road 2.5 4 6 12.5 Collector Road 3 5 6 14 6.0 QUALITY CONTROL Our recommendations in this report are based on the assumption that adequate quality control testing and observations will be conducted during construction to verify compliance. GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 mEn INNOVATE GEDTECHNICAL Page 10 of 10 7.0 LIMITATIONS The recommendations provided herein were developed by evaluating the information obtained from the subsurface investigation and our experience in the area. The exploration data reflects the subsurface conditions only at the specific locations at the particular time designated on the logs. Soil and ground water conditions may differ from conditions encountered at the actual exploration locations.The nature and extent of any variation in the explorations may not become evident until during the course of construction. If variations do appear, it may become necessary to re-evaluate the recommendations of this report after we have observed the variation. Our professional services have been performed, our findings obtained, and our recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties, either expressed or implied. 8.0 REFERENCES AASHTO Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials, 1993. ASTM, American Society for Testing and Materials Ada County Highway District. Policy Manual. Asphalt Institute. The Asphalt Handbook. Manual Series No. 4 (MS-4) 1989 edition. IBC, International Building Code, 2018 Edition Idaho Standards for Public Works Construction 2017 Edition. Fundamentals of Geotechnical Analysis— Dunn, Anderson, and Kiefer (1980) Essentials of Soil Mechanics and Foundations— David F. McCarthy (2007) GEOTECHNICAL ENGINEERING 1550 S Cloverdale Rd Suite#201 BOISE,ID (208)484-1090 aa r�, • ; t �•. - r ' �16 Ilk ft"lip Vi— R �' .�' :J - S-�,f�." 7OF 7 41ko qP a j [a r � � Ga.'s� ,.,,.• �' � �, -- �aA'r3�r4�- - INNOVATE Approximate Site Location GEOTECHNIEAL Villagio Development Date- 13-Aug-20 Figure: Vicinity Map Project No: 320027 Drawn By: S. Hyde Locations are approximate Client: Schultz Development a � _ tee+ �` � ,�'.. �-• a+� , k 1 ' r l� i YY .41 INNOVATE Approximate Test Pit Locations tG E 0 GEOTECHNIEAL Villagio Development Date- 13-Aug-20 Figure: Site Map Project No: 320027 Drawn By: S. Hyde 2 Locations are approximate Client: Schultz Development mEn INNOVATE GEGTEGHNIGAL Appendix A INNOVATE ""'ateGeotechnical TEST PIT NUMBER TP-1 mrn1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNICAL Telephone:(208)484-1090 CLIENT Schultz Development PROJECT NAME Villagio Development PROJECT NUMBER 320027 PROJECT LOCATION McDermott DATE STARTED 8/13/20 COMPLETED 8/13/20 GROUND ELEVATION 2512 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Creighton GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION --- LOGGED BY Clara Klamm CHECKED BY Seth Olsen AT END OF EXCAVATION --- NOTES Agriculture on Surface.No Groundwater Observed. AFTER EXCAVATION -- ATTERBERG I w w a LIMITS w U �� >- cn w d =U m Lu �ZJ Hw H� DZ U Z w� Q O MATERIAL DESCRIPTION J� >� O�Q Lu j 0. U)W o� �� U x O� p 0 Ov m0> Y U) Hp U� O QZ w Uz O Q �O �� <- Qz wv � o U ILz 0.0 o w SILTY SAND,(SM)brown,moist,medium dense d c� Ui 0 0 J d U) W H O c� 2.5 a J J_ GB 20 20 LU (SM)20%fines a- O W 0 0 cD J J 1 VI Z 5.0 LU (SM) U O i GB Y 2 Q K Q J U GB w SILT,(ML)brown,moist,stiff 3 6 7.5 GB POORLY GRADED SAND WITH GRAVEL,(SP)brown,moist,dense 4 o GB (SP)Piezometer Installed at 10' 5 Z 10.0 .:•: Bottom of test pit at 10.0 feet. Z z J 0 U 2 m 2 U W F O w INNOVATE ""'ateGeotechnical TEST PIT NUMBER TP-2 mrn1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNICAL Telephone:(208)484-1090 CLIENT Schultz Development PROJECT NAME Villagio Development PROJECT NUMBER 320027 PROJECT LOCATION McDermott DATE STARTED 8/13/20 COMPLETED 8/13/20 GROUND ELEVATION 2514 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Creighton GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION --- LOGGED BY Clara Klamm CHECKED BY Seth Olsen AT END OF EXCAVATION --- NOTES Agriculture on Surface.No Groundwater Observed. AFTER EXCAVATION -- ATTERBERG I w w a LIMITS w U �� >- cn w d =U m Lu �ZJ Hw H� DZ U Z w� Q O MATERIAL DESCRIPTION J� >� O�Q Lu j 0. U)W o� �� U x O� p 0 Ov m0> Y U) Hp U� O QZ w Uz O Q �O �� <- Qz wv � D U ILz 0.0 o w SANDY LEAN CLAY,(CL)brown,moist,medium stiff d c� Ui c� 0 J d w H O c� 2.5 a J_ F z w 2 o GB (CL) 1 w 0 0 CD GB CLAY,(CL) 2 P 5.0 z w U O Q Y K LU U (CL)59%fines,stiff 36 21 29 21 8 59 6 7.5 a N 0 POORLY GRADED SAND WITH GRAVEL,(SP)moist,dense GB (SP) 4 GB (SP)Piezometer Installed at 10' 5 z 10.0 .:•: Bottom of test pit at 10.0 feet. Z z J 0 U 2 m 2 U W F O w INNOVATE ""'ateGeotechnical TEST PIT NUMBER TP-3 mrn1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNICAL Telephone:(208)484-1090 CLIENT Schultz Development PROJECT NAME Villagio Development PROJECT NUMBER 320027 PROJECT LOCATION McDermott DATE STARTED 8/13/20 COMPLETED 8/13/20 GROUND ELEVATION 2515 ft TEST PIT SIZE inches EXCAVATION CONTRACTOR Creigton GROUND WATER LEVELS: EXCAVATION METHOD Backhoe -Z AT TIME OF EXCAVATION 10.00 ft/Elev 2505.00 ft LOGGED BY Clara Klamm CHECKED BY Seth Olsen AT END OF EXCAVATION -- NOTES Agriculture on Surface.Groundwater Observed at 10'. AFTER EXCAVATION -- ATTERBERG I w w a LIMITS w U �� >- cn w d =U m Lu �ZJ Hw H� DZ U Z w� Q O MATERIAL DESCRIPTION J� >� O�Q Lu j 0. U)W o� �� U x O� p 0 OS m0> Y U) Hp U� O QZ w Uz O Q �O �� <- Qz wv � o U ILz 0.0 o w SANDY SILT,(ML)light brown,dry,stiff d GB 9 50 U) (ML)50%fines 1 0 J d U) W H O c� 2.5 a J J F GB LU (ML)moist 2 a- 0 J W O GB ° SANDY SILT WITH GRAVEL,(ML)brown,moist,stiff 3 z 5.0 U o O < o J Y Q GB SILTY SAND WITH GRAVEL,(SM)brown,moist,medium dense, 4 Some Cementation at 7' w 6 7.5 .: a POORLY GRADED SAND WITH GRAVEL,COBBLES,(SP) saturated,dense GB (SP) 5 GB POORLY GRADED GRAVEL WITH SAND,(GP)wet,dense, 6 ~ 10.0 0 � Piezometer Installed at 10' z _ Bottom of test pit at 10.0 feet. Z z J 0 U 2 co 0 U W 0 O w INNOVATE ""'ateGeotechnical TEST PIT NUMBER TP-4 mrn1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNICAL Telephone:(208)484-1090 CLIENT Schultz Development PROJECT NAME Villagio Development PROJECT NUMBER 320027 PROJECT LOCATION McDermott DATE STARTED 12/11/20 COMPLETED 12/11/20 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION --- LOGGED BY Sierra Hyde CHECKED BY Seth Olsen AT END OF EXCAVATION --- NOTES Agriculture on Surface.No Groundwater Observed. AFTER EXCAVATION -- ATTERBERG � w w a LIMITS w U �� > cn w d =U m Lu �ZJ Hw H� DZ U Z w� Q O MATERIAL DESCRIPTION J� >� O�Q Lu j 0. U)W o� �� U x O� p 0 Ov m0> Y U) Hp U� O QZ w Uz O Q �O �� <- Qz wv � o U ILz 0.0 o w SILTY SAND,(SM)moist,very loose,Bulk Sample at 1' d c� Ui 0 0 J d U) W H O 2.5 J J F z w a- ° GB 17 42 LU (SM)2%gravel,56%sand,42%fines 1 W 0 0 0 J J 1 H z 5.0 W o GB POORLY GRADED SAND WITH GRAVEL,(SP)dry,loose 2 J Y K LU U CC 7 b 7.5 GB N (SP)Piezometer Installed at 9.5' 3 0 ° J VI Bottom of test pit at 9.5 feet. r z Z z J ° U 2 m 2 U W F O w INNOVATE ""'ateGeotechnical TEST PIT NUMBER TP-5 mrn1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNICAL Telephone:(208)484-1090 CLIENT Schultz Development PROJECT NAME Villagio Development PROJECT NUMBER 320027 PROJECT LOCATION McDermott DATE STARTED 12/11/20 COMPLETED 12/11/20 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION --- LOGGED BY Sierra Hyde CHECKED BY Seth Olsen AT END OF EXCAVATION --- NOTES Agriculture on Surface.No Groundwater Observed. AFTER EXCAVATION -- ATTERBERG I w w a LIMITS w U �� >- cn w d =U m Lu �ZJ Hw H� DZ U Z w� Q O MATERIAL DESCRIPTION J� >� O�Q Lu j 0. U)W o� �� U x O� p 0 Ov m0> Y U) Hp U� O QZ w Uz O Q �O �� <- Qz wv � o U ILz 0.0 o w SANDY SILT,(ML)brown,dry,loose d c� Ui 0 0 J d GB (ML)63%fines 1 16 63 a 2.5 J J F z w a- o GB (ML)moist 2 0 0 c� a J_ 1 H z 5.0 w U O i GB Y WELL GRADED GRAVEL WITH SILT AND SAND,COBBLES, 3 7 9 • (GW-GM)55%gravel,36%sand,9%fines,brown,moist,loose J � LU U CC 7 � 6 7.5 • GB N (GW-GM)light brown,moist,loose,Piezometer Installed at 9' 4 • 0 0 °i Bottom of test pit at 9.0 feet. 0 r z Z z J 0 U 2 m 0 U W 0 O w INNOVATE ""'ateGeotechnical TEST PIT NUMBER TP-6 mrn1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNICAL Telephone:(208)484-1090 CLIENT Schultz Development PROJECT NAME Villagio Development PROJECT NUMBER 320027 PROJECT LOCATION McDermott DATE STARTED 12/11/20 COMPLETED 12/11/20 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION --- LOGGED BY Sierra Hyde CHECKED BY Seth Olsen AT END OF EXCAVATION --- NOTES Agriculture on Surface.No Groundwater Observed. AFTER EXCAVATION -- ATTERBERG I w w a LIMITS w U �� >- cn w d =U m Lu �ZJ Hw H� DZ U Z w� Q O MATERIAL DESCRIPTION J� >� O�Q Lu j 0. U)W o� �� U x O� p 0 Ov mO> Y U) Hp U� O QZ w Uz O Q �O �� <- Qz wv � o U ILz 0.0 o w WELL GRADED SAND WITH SILT,(SW-SM)brown,dry,very loose U 0 0 a- 0 (SW-SM)5%gravel,87%sand,8%fines GB 32 8 cD 2.5 J F z a- 0 w w 0 O 0 Q J 1 z 5.0 GB COBBLES,(SW-SM) 2 0 0 i J Y K J U GB W WELL GRADED GRAVEL WITH SAND,COBBLES,(GW)light 3 6 7.5R brown,moist,loose,Piezometer Installed at 9.5' 0 R H R J • sec. Bottom of test pit at 9.5 feet. r z Z z J O U 2 m 0 U W 0 O w INNOVATE ""'ateGeotechnical TEST PIT NUMBER TP-7 mrn1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNICAL Telephone:(208)484-1090 CLIENT Schultz Development PROJECT NAME Villagio Development PROJECT NUMBER 320027 PROJECT LOCATION McDermott DATE STARTED 12/11/20 COMPLETED 12/11/20 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION --- LOGGED BY Sierra Hyde CHECKED BY Seth Olsen AT END OF EXCAVATION --- NOTES Agriculture on Surface.No Groundwater Observed. AFTER EXCAVATION -- ATTERBERG � w w a LIMITS w U �� > cn w d =U m Lu �ZJ Hw H� DZ U Z w� Q O MATERIAL DESCRIPTION J� >� O�Q Lu j 0. U)W o� �� U x O� p 0 Ov m0> Y U) Hp U� O QZ w Uz O Q �O �� <- Qz wv � D U ILz 0.0 o w SANDY SILT,(ML)brown,moist,loose d c� Ui 0 0 J d U) W H O c� 2.5 a J J_ LU (ML)62%fines GB 29 62 a- 0 J W Uj O 0 Q J_ 1 H Z 5.0 W U O Q J Y Q GB (ML) 2 LU w 6 7.5 a N H Q J VI GB WELL GRADED GRAVEL WITH SAND,COBBLES,(GW)53% 3 3 0 Z 10.0 � gravel,47%sand,0%fines,moist,loose,Piezometer Installed at o �. U _ �.�A co 2 0 . is o Bottom of test pit at 11.5 feet. w INNOVATE ""'ateGeotechnical TEST PIT NUMBER TP-8 mrn1150 S Cloverdale Road,Ste.201 PAGE 1 OF 1 Boise,Idaho 83709 GEOTECHNICAL Telephone:(208)484-1090 CLIENT Schultz Development PROJECT NAME Villagio Development PROJECT NUMBER 320027 PROJECT LOCATION McDermott DATE STARTED 12/11/20 COMPLETED 12/11/20 GROUND ELEVATION TEST PIT SIZE inches EXCAVATION CONTRACTOR Wagner GROUND WATER LEVELS: EXCAVATION METHOD Backhoe AT TIME OF EXCAVATION --- LOGGED BY Sierra Hyde CHECKED BY Seth Olsen AT END OF EXCAVATION --- NOTES Agriculture on Surface.No Groundwater Observed. AFTER EXCAVATION -- ATTERBERG I w w a LIMITS w U �� >- cn w d =U m Lu �ZJ Hw H� DZ U Z w� Q O MATERIAL DESCRIPTION J� >� O�Q Lu j 0. U)W o� �� U x O� p 0 Ov m0> Y U) Hp U� O QZ w Uz O Q �O �� <- Qz wv � o U ILz 0.0 o w SANDY SILT,(ML)brown,dry,loose,Bulk Sample at 1' d c� Ui 0 0 J d (ML)52%fines 24 52 a 2.5 J J F z w a- d O J W LU 0 O 0 Q J_ 1 H z 5.0 W U O Y WELL GRADED GRAVEL WITH SAND,COBBLES,(GW)78% 2 0 ! gravel,22%sand,0%fines,light brown,moist,loose W U 6 7.5 N SANDY,(GW)dry,Piezometer Installed at 9.5' o .19 J • � Bottom of test pit at 9.5 feet. r z Z z J U 2 co 2 U W F O w mEn INNOVATE GEGTEGHNIGAL Appendix B U.S. STANDARD SIEVE SIZE 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 100 90 80 70 w } 60 m 0 Z 50 U) Q a 40 Z w 0 30 w a 20 10 L L 1000 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE INNOVATE Villagio Development Boring/ Depth Content Gravel Sand Fines USCS Test Pit (feet) (%I__ o) ) (%I Class Soil Classification I U L U GECTECHNICAI Date: TP-1 3 20 20 SM Silty Sand Sieve Analysis 1/12/2021 ❑ TP-2 7 21 59 CL Sandy Lean Clay Results Figure. TP-2 9 3 - - - SP Poorly Graded Sand with Project: At 320027 Gravel Ada County, X TP-3 1 9 50 ML Sandy Silt Idaho Client: Schultz B 1 • TP-4 3.5 17 2 56 42 SM Silty Sand Development U.S. STANDARD SIEVE SIZE 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 100 90 80 70 w 60 m 0 ❑. Z 50 Q a 40 w U 30 w a 20 10 0 1000 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE ---------------------------------------------------------------------------------------------------------------- INNOVATE Villagio Development Boring/ Depth Content Gravel Sand Fines USCS H] Ell Symbol Test Pit M) M o) Class Soil Classification I U L U GECTECHNICAI TP-5 2 16 - - 63 MIL Sandy Silt Date: Sieve Analysis 1/12/2021 ❑ TP-5 6 7 55 36 9 GW-GM Well Graded Gravel with Silt Results Figure. . and Sand Project: TP-6 2 32 5 87 8 SW-SM Well Graded Sand with Silt 320027 X TP-7 3 29 - - 62 ML Sandy Silt Ada County, - B -2 0 TP-7 9.5 3 53 47 0 GW Well Graded Gravel with Sand Idaho Client: Schultz Development U.S. STANDARD SIEVE SIZE 3" 1.5" 3/4" 3/8" #4 #10 #20 #40 #60 #100 #200 100 90 80 70 w } 60 m 0 Z 50 U) Q a 40 Z w U 30 w a 20 10 0 1000 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL I SAND SILT OR CLAY COARSE I FINE COARSE MEDIUM FINE lun INNOVATE Villagio Development GECTECHNICAI Sample Moisture Date: Boring/ Sieve Analysis 1/12/2021 Symbol est_Pit_ _(feet) %) -(0/.) 6) Class Soil Classification Results Figure: TP-8 2 24 - 52 ML Sandy Silt Project: 320027 ElTP-8 6 2 78 22 0 GW Well Graded Gravel with Sand Ada County, - B -3 Idaho Client: Schultz Development 60 , , O 50 ' , , , x w ; 0 40 ' z U 30 0 i i 20 - G MH or OH 10 , .CLW6 ML or OL 0 0 10 20 30 40 50 60 70 80 90 100 110 LIQUID LIMIT(LL) iprn INNOVATE Villagio Development GEGTECHNIC..AI Sample Liquid Plastic Date: DepthSymbol Location USCS Atterberg 1/12/2021 Index(131) Class Limits Results Figure: TP-2 7 29 21 8 CL Sandy Lean Clay Project:320027 Ada County, B -4 Idaho Client:Schultz Development *Based on Sieve Analysis Results A M E R I C A N American Geotechnics Project Information T I C H N I C S Report to: Innovate Geotechnical Project: Villagio Report Date: 12/31/2020 File No.: 02787.47 Material Information Date Sampled: 12/11/2020 Sampled By: Client Date Received: 12/17/2020 Date Tested: 12/17 - 12/31/2020 SUMMARY OF LABORATORY RESULTS Lab Sample Depth Water %Passing Liquid Plasticity Soil Number Borehole Type (ft) Content #200 Limit Index Type Remarks (%) Sieve (%) 20-0972 TP-04 Bulk 1.0'-3.0' 18.6 86.3 35 10 ML -- Prepared By: Kelli Browning American Geotechnics ATTERBERG LIMITS REPORT ARC A N Tf [ HNIC5 CLIENT: Innovate Geotechnical PROJECT NAME:Villagio FILE NUMBER:02787.47 PROJECT LOCATION:Ada County, Idaho 60 CL CH 50 x 40 w 0 z_ 30 Q J a 20 10 CL-ML ML MH 0 0 20 40 60 80 100 LIQUID LIMIT(%) Specimen Identification MC LL PL PI Fines Classification • TP-04 Bulk 1.0 18.6 35 25 10 86 SILT (ML) Prepared By: Kelli Browning American Geotechnics PARTICLE-SIZE DISTRIBUTION REPORT FeR *1 L a J TECHNICS CLIENT: Innovate Geotechnical PROJECT NAME:Villagio FILE NUMBER:02787.47 PROJECT LOCATION:Ada County, Idaho U.S.SIEVE OPENING IN INCHES I U.S.SIEVE NUMBERS I HYDROMETER 6 4 3 2 1.5 1 3/4 1/23/8 3 6 810 1416 20 30 40 50 60 100 140 200 100 95 90 85 80 75 70 65 (D 60 w >_ 55 m w w 50 z LL 45 z w 40 w 0 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES GRAVEL SAND SILT OR CLAY coarse fine coarse I medium fine Specimen Identification Classification D10 D30 D60 • TP-04 Bulk 1.0 SILT (ML) -- -- -- Specimen Identification %Gravel %Sand %Fines D15 D50 D85 Cc Cu MC LL PI • TP-04 Bulk 1.0 0.0 13.7 86.3 -- -- -- -- -- 18.6 35 10 Prepared By: Kelli Browning American Geotechnics American Geotechnics A M E R I C A N 5260 Chinden Blvd. r Boise, Idaho 83714 Phone:(208) 658-8700 J �W Fax: (208) 658-8703 T E C H N I C S Report To: Innovate Geotechnical Report Date: 12/31/2020 Project: Villagio Date Sampled: 12/11/2020 Project No.: 02787.47 Date Received: 12/17/2020 Sample ID: TP-4, Bulk; 1.0'-3.0' Tested By: PC Soil Description: Silt(ML) Lab Number: 20-0972 R-VALUE IDAHO T-8 Point 1 Point 2 Point 3 Drainage Description Zero Zero Zero R-Value @ 200 PSI Dry Density, PCF 97.4 98.3 98.6 Exudation Pressure Moisture Content, % 24.0 23.3 22.7 Exudation, PSI 101 146 233 35 R-Value(Corrected) 5 22 43 Expansion, PSI 0.03 0.40 0.62 R-Value 200 psi Expansion Gradation: AASHTO T-11, T-27 4.0 9000 Screen %Passing %Passing 8000 Sizes As Received As Tested 4" 3.0 7000 3" h J 2" a 6000 L 1„ W Vl d 2.0 5000 d 3/4" o a. 1/2" . 4000 ° y 3/8" C l6 No. 4 100 100 w 1.0 3000 w No. 8 2000 No. 16 No. 30 0.0 1000 No. 50 90 80 70 60 50 40 30 20 10 0 R-Value(Corrected) No. 100 No. 200 "This report covers only material as represented by this sample and does not necessarily cover all soils from this layer or source. Reviewed By: Travis Thomsen INNOVATE GEOTECHNICAL ADA COUNTY RECORDER Phil McGrane 2020-095050 BOISE IDAHO Pgs=1 CHE FOWLER 07/29/2020 10:12 AM EMPIRE TITLE, LLC,AN IDAHO LIMITED LIABILITY $15.00 E AN P IRE T I T L E & E S C R O W WARRANTY DEED FOR VALUE RECEIVED Meredith Marie Adkins Pond and Charles G.Pond,wife and husband GRANTOR(s)does(do)hereby GRANT, BARGAIN, SELL and CONVEY unto: McDermott Properties,LLC,an Idaho Limited Liability Company GRANTEE(s), whose current address is: 2463 E. Gala St., Ste. 120,Meridian ID 83642 the following described real property in Ada County, State of ID more particularly described as follows,to wit: The South half of the Northeast quarter of the Southeast quarter of Section 29,Township 4N,Range 1 West, of the Boise Meridian,County of Ada, State of Idaho, Except Therefrom any portion lying in McDermott Road. TO HAVE AND TO HOLD the said premises, with their appurtenances unto said Grantee(s), and Grantee(s) heirs and assigns forever. And Grantor(s) does(do) hereby covenant to and with said Grantee(s) that Grantor(s) is/are the owner(s) in fee simple of said premises, that said premises are free from all encumbrances, EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, if any, of record, and general taxes and assessments, (including irrigation and utility assessments, if any) for the current year which are not yet due and payable and the Grantor(s) will warrant and defend the same from all lawful claims whatsoever. 4-V k, Dated this 29th day of July,2020 Meredith Marie Adkins Pond LAI Charles G. Pond State of Idaho County O tfills- day of , in the year of 2020, before me the undersigned otary ublic in and fo id State, e sonally appeared Meredith Marie Adkins Pond and Charles G. P nd, own or ide ified o me as person whose name(s)is/are subscribed to the within instrument, ac ed ed t in at he/she/they executed the same. L.VOLI(EN Notar Public r COMMISSION#33800 NOTARY PUBLIC Resi ng at: STATE OF IDAHO y C ion Expires: MY COMMISSION EXPIRES 04/10/2024 Warranty Deed Page 1 of 1 File No:4313EID