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Application Charlene Way From:clerk@meridiancity.org Sent:Thursday, October 29, 2020 7:27 AM To:Charlene Way Subject:Development Application Transmittals - Cache Creek Subdivision AZ, PP H-2020-0105 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Cache Creek Subdivision AZ, PP H-2020-0105 Hearing Date: 12-17 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 Hearing Date: December 17, 2020 Planner: Alan Tiefenbach File No.: H-2020-0105 Project Name: Cache Creek Subdivision Request:  Annexation & zoning of 15.18 acres of land from RUT in Ada County to the R-4 zoning district; AND  Preliminary plat consisting of 41 building lots and 4 common lots on 13.99 acres of land in the proposed R-4 zoning district, by Matt Schultz, Schultz Development. Location: The site is located on the northwest corner of E. Victory Rd. and S. Locust Grove Rd. in the SE ¼ of Section 19, Township 3N., Range 1E. Planning Division EI DIA �1T------,l HEARING APPLICATION i A kO Type of Review Requested Hearing File number: H-2020-0105 Assigned Planner: Alan Tiefenbach Related Files: Applicant Information Applicantname: MATT SCHULTZ Phone: (208) 880-1695 Applicant address: 8421 S TEN MILE ROAD Zip: 83642 Email: schultzdevelopment@yahoo.com Owner name: Phone: Fax: Owner address: Zip: Email: Agent name(e.g.architect,engineer,developer,representative): MATT SCHULTZ Finn name: Phone: (208)880-1695 Fax: (208)880-1695 Address: 8421 S TEN MILE ROAD Zip: 83642 Email: schultzdevelopment@yahoo.com Contact name: Phone: Fax: Contact address: Zip: Email: Subject Property Information Location/street address: Assessor's parcel number(s): R4814130025 Township,range,section: 3 N 1 E 19 Project Description Project/Application Name: Cache Creek Subdivision -AZ, PP Description of work: 41 Building Lots and 4 common lots on 13.99 acres in a proposed R-4 zone. Narrative attached 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 Alternative Compliance-ALT: UNCHECKED Annexation and Zoning-AZ: CHECKED Comprehensive Plan Map Amendment-CPAM: UNCHECKED Comprehensive Plan Text Amendment-CPAT: UNCHECKED Conditional Use Permit-CUP: UNCHECKED Design Review-DR: UNCHECKED Development Agreement Modification-MDA: UNCHECKED Planned Unit Development-PUD: UNCHECKED Preliminary Plat-PP: CHECKED Preliminary Final Plat-PFP: UNCHECKED Private Street-PS: UNCHECKED Rezone-RZ: UNCHECKED Vacation-VAC: UNCHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0518 TYPE OF USE PROPOSED Residential: CHECKED Office: UNCHECKED Commercial: UNCHECKED Employment: UNCHECKED Industrial: UNCHECKED Single-Family Detached: CHECKED Single-Family Attached: UNCHECKED Townhouse: UNCHECKED Duplex: UNCHECKED Multi-Family: UNCHECKED Vertically Integrated: UNCHECKED PROPERTY INFORMATION General Location: NW corner of Victory and Locust Grove Current Land Use: RUT Total Acreage: 13.99 ZONING DISTRICT(S) R-2: UNCHECKED R-4: UNCHECKED R-8: UNCHECKED R-15: UNCHECKED R-40: UNCHECKED C-N: UNCHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 C-C: UNCHECKED C-G: UNCHECKED L-O: UNCHECKED M-E: UNCHECKED H-E: UNCHECKED I-L: UNCHECKED I-H: UNCHECKED O-T: UNCHECKED TN-C: UNCHECKED TN-R: UNCHECKED County: CHECKED FLUM DESIGNATION(S) Low Density Residential: CHECKED Acreage-Low Density Res: 13.99 Medium Density Residential: UNCHECKED Medium-High Density Residential: UNCHECKED High Density Residential: UNCHECKED Commercial: UNCHECKED Office: UNCHECKED Industrial: UNCHECKED Civic: UNCHECKED Green Space Parks,Pathways,and Open Space: UNCHECKED Old Town: UNCHECKED Mixed Use Neighborhood: UNCHECKED Mixed Use Neighborhood with N.C.: UNCHECKED Mixed Use Community: UNCHECKED Mixed Use Community with N.C.: UNCHECKED Mixed Use Regional: UNCHECKED Mixed Use Non-Residential: UNCHECKED Mixed Use Interchange: UNCHECKED Low Density Employment: UNCHECKED High Density Employment: UNCHECKED Mixed Employment: UNCHECKED Mixed Use Residential: UNCHECKED Mixed Use Commercial: UNCHECKED Lifestyle Center: UNCHECKED PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 09/28/2020 Landscape Plan Date(MM/DD/YYYY): 09/30/2020 Elevations Date(MM/DD/YYYY): 10/06/2020 Percentage of Site Devoted to Building: NA 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 Percentage of Site Devoted to Landscaping: NA Percentage of Site Devoted to Paving: NA Who will own and Maintain the Pressurized Irrigation System in this Development: NMID Irrigation District: NMID Primary Irrigation Source: NMID Secondary Irrigation Source: City Square Footage of Landscaped Areas to be Irrigated by City Water Connection: 119,160 Minimum Square Footage of Ground Floor Area for Multi-Story Units: NA Proposed Building Height: 35 Existing Floor Area(If Applicable): NA Gross Floor Area Proposed: NA Hours of Operation(Days and Hours): NA Number of Standard Parking Spaces Provided: NA Number of Compact Parking Spaces Provided: NA Number of Residential Units: 41 Minimum Square Footage of Living Area(Excluding Garage): 1,400 Gross Density: 2.93 Net Density: 4.33 In Reclaimed Water Buffer: No AZ/RZ ONLY R-2: UNCHECKED R-4: CHECKED Acreage-R-4: 13.99 R-8: UNCHECKED R-15: UNCHECKED R-40: UNCHECKED C-N: UNCHECKED C-C: UNCHECKED C-G: UNCHECKED L-O: UNCHECKED M-E: UNCHECKED H-E: UNCHECKED I-L: UNCHECKED I-H: UNCHECKED O-T: UNCHECKED TN-C: UNCHECKED TN-R: UNCHECKED PROPOSED FLUM DESIGNATION(S) Low Density Residential: UNCHECKED Medium Density Residential: UNCHECKED Medium-High Density Residential: UNCHECKED 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 4 High Density Residential: UNCHECKED Commercial: UNCHECKED Office: UNCHECKED Industrial: UNCHECKED Civic: UNCHECKED Green Space Parks,Pathways,and Open Space: UNCHECKED Old Town: UNCHECKED Mixed Use Neighborhood: UNCHECKED Mixed Use Neighborhood with N.C.: UNCHECKED Mixed Use Community: UNCHECKED Mixed Use Community with N.C.: UNCHECKED Mixed Use Regional: UNCHECKED Mixed Use Non-Residential: UNCHECKED Mixed Use Interchange: UNCHECKED Low Density Employment: UNCHECKED High Density Employment: UNCHECKED Mixed Employment: UNCHECKED Mixed Use Residential: UNCHECKED Mixed Use Commercial: UNCHECKED Lifestyle Center: UNCHECKED PLATS ONLY Number of Building Lots: 41 Number of Common Lots: 4 Total Number of Lots: 45 Minimum Lot Size: 8,003 Average Lot Size: 10,050 Area of Plat: 13.99 Plat Date(MM/DD/YYYY): 09/28/2020 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Community Garden: UNCHECKED Ponds or Water Features: UNCHECKED Plaza(s): UNCHECKED Additions to Public Park: UNCHECKED Collector Street Buffer(s): UNCHECKED Arterial Street Buffer(s): CHECKED Parkways: CHECKED 10'Parkway Along Arterials: UNCHECKED Stormwater Detention Facilities: CHECKED Open Water Ponds: UNCHECKED Acres of Qualified Open Space: 2.23 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 Percentage of Qualified Open Space: 15.9 QUALIFYING SITE AMENITIES Clubhouse: UNCHECKED Fitness Facilities: UNCHECKED Enclosed Bike Storage: UNCHECKED Public Art: UNCHECKED Picnic Area: UNCHECKED Additional 5%Open Space: CHECKED Communication Infrastructure: UNCHECKED Dog Owner Facilities: UNCHECKED Neighborhood Business Center: UNCHECKED Swimming Pool: UNCHECKED Children's Play Structure: CHECKED Sports Courts: UNCHECKED Pedestrian or Bicycle Circulation System: UNCHECKED Transit Stop: UNCHECKED Park and Ride Lot: UNCHECKED Walking Trails: CHECKED Open Grassy Area(min.50'x 100)-Multi-Family: UNCHECKED 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 6 October 8, 2020 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: Cache Creek Subdivision Annexation,Rezone,and Preliminary Plat Applications Dear Commissioners and City Council Members: On behalf of Schultz Development, LLC and Challenger Development, Inc, please accept these applications for annexation, rezone, and preliminary plat for the Cache Creek Subdivision located at 1560 E. Victory Road and 2955 S. Locust Grove Road. We are requesting annexation and rezone from County RUT to R-4 and a preliminary plat for 41 building lots and 4 common lots on 13.99 acres. Existiny,Master Plan and Zoning The property is currently Ada County RUT and shown as Low Density Residential on the Meridian Comprehensive Plan and Future Land Use Map. The property is adjacent to the following subdivisions: West- Cabella Creek(R-4) North- Salmon Rapids (R-4) Northeast—Sherbrooke Hollows (R.-4)—across Locust Grove East— Sageland(R-8)—across Locust Grove Southeast—Tradewinds (R-8)—across Locust Grove/Victory South—Undeveloped RUT—across Victory Southwest—Tuscany Village (R-8) across Victory Proposed Zoning In accordance with the Meridian Comprehensive Plan and to be compatible with the adjacent Cabella Creek and Salmon Rapids Subdivisions,the site is proposed to be zoned R-4. Site Statistics The proposed site statistics are as follows: Qualified Zoning Building Lots Gross Densfty Open S ace R-4 41 2.93 15.9% Sewer Service The Cache Creek Subdivision will be serviced by 8-inch sewer mains located in the stub streets from Cabella Creek Subdivision to the west and have adequate depth for service. Water Service The Cache Creek Subdivision will be serviced by 8-inch water mains located in the stub streets from Cabella Creek Subdivision to the west. Pressure Irrigation Pressure irrigation will be provided by Nampa& Meridian Irrigation District(NMID)via pressure irrigation mains adjacent to the site from the Cabella Creek Subdivision. The existing NMID pump station in Cabella Creek will be upgraded to increase the service capacity. Gravity Irrigation The site has a private irrigation delivery lateral running from Locust Grove Road to the northwest into Sahnon Rapids Subdivision at the rear of the Carrington Lot(Lot 18, Block 2). The lateral will be piped and connected to the existing delivery points to maintain the irrigation delivery. The Ten Mile Creek is proposed to remain open due to the large size of the facility. Flood Zone The current FEMA map for the site indicates a Zone"AE"located in the southwest corner of the site along the Ten Mile Creek. The flood zone appears to be limited to the Ten:Mile Creek easement and a small portion of the proposed ACHD retention pond area with no impact to the Cache Creek building lots. Roadways and Stormy Drainage The site is immediately accessible to 2 stub streets provided by the Cabella Creek Subdivision to the west with connections to both Victory Road through Cabella Creek and Locust Grove Road through Salmon Rapids. No new roadways connections will be made to either Victory Road or Locust Grove Road by this property. In addition, the existing Carrington house to remain on Lot 18,Block 2 will no longer access Locust Grove Road. The existing driveway connections will be replaced with a landscape buffer and new driveways will be constructed for the 1.23-acre lot to take access through the Cache Creek Subdivision_ All interior roadways will be 33' back to back of curb with detached 5' sidewalks and 8' tree-lined parkstrips. Storm drainage for the interior roadways will be mitigated by an underground seepage bed in the large park area in accordance with ACHD design criteria located in the center of the site. Storm drainage for the exterior roadways has been coordinated with an ACHD storm drain retention pond area designated in the southwest corner of the site for the Victory/Locust Grove Widening and Roundabout project to be constructed in 2022 by ACHD. The lot is approximately 25,000 square feet with ample room for storm drainage and a pathway connection to Victory Road. At that size and with roadways on two sides,the common lot/retention pond area will qualify for extra qualified open space when landscaped to Meridian standards for retention ponds. Amenities The site has a 3/4-acre centrally located park area with a playground, connecting sidewalk, and benches. In addition, a connecting pathway is proposed in the southeast corner of the site for a connection to Victory Road near the Ten Mile Creek. The Cabella Creek Subdivision has previously constructed a regional pathway on the south side of the Ten Mile Creek adjacent to the site. With the central open space, 8-foot-wide parkstrips, and % of the 25' wide landscape buffers adjacent to Victory and Locust Grove, and the 25,000 square foot AC14D retention area,the site has 2.23 acres or 15.9% of qualified open space. Without the landscaped ACM retention area,the site has 1.66 acres or 11.9% of qualified open space. Lot Size and Architecture The site has been designed in accordance with R-4 dimensional standards with lot sizes ranging from 8,003 SF to 13,281 SF and the existing Carrington house will remain on a 53,668 SF/1.23 acre lot converted to City services (Lot 18, Block 2). The average lot size, without the Carrington lot, is 8,959 SF. This ample R-4 lot size allows a variety of single and two-story products with 3-gar garages and homes ranging from 1,800 SF to 3,300 SF similar to the photos provided in the application. The homes on Lots 19-22, Block 2 backing up to the Carrington lot will be limited to single-story. Variances The site design for the Cache Creek Subdivision exceeds the minimum requirements of the R-4 zoning ordinance and no variances are requested with this application. However, we are requesting "alternative compliance" for the reduced landscape buffer width for a portion of the Locust Grove Road landscape buffer adjacent to the existing Carrington house (Lot 18, Block 2) due to the geometry required for the new interior driveway conversion. Summary The proposed annexation, rezone, and preliminary plat applications for the Cache Creek 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, Matt Schultz Schultz Development LLC AFFIDAVIT OF LEGAL E14TEREST STATE OF IDAHO } COUNTY OF ADA } _ �[ Ca -r (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. 1 I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or Liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of v 1� 10[_-u i (Si ature] SUBSCRIBED AND SWORN to before me the day and year first above written. I =NOTARYPUBLIC otary Public for Idaho] 190212 LIC Residingat: ��e 1HOS 021i3d12025 My Commission Expires: OZ (] ZV7•E, 33 E.Broadway Avenue,Suite 102 ■ Meridian,Idaho 83642 Phone: (208)887-22I 1 ■ Facsimile: (208)887-1247 ■ Website:www rneridiancity.M AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA } 0Pe-'i 000f Xp't lS I, Cosel� ) s<t�>, l9 7 C- . D� ~ ���d ad (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 c day of 20 dO 1 (Signature) SUBSCRIBED AND SWORN to before me the'day and year first above written. U , (Notary Public for I • 's Residing at: Mail, MY COMMISSION — CXPlRESQ-5-2Q22 ; L�C6.�O — My Commission Expires: 70 '�910N WOO /f//1111IlllilW.Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone: (208)887-2211 • Facsimile: (208)887-1297 9 Website:www.meridiancity.orp AFFIDAVIT OF LEGAL INTEREST STATE OF EDAHO ) 1 COUNTY OF A.DA I _ r" Q., (name) (address) sr F 'r-� r r - (city) (state) being first duiy s`vorn upon, oath,depose and say-: I, That I ani the record owner of the property described on the attached, and 1. grant my- permission to: (name) (address) to submit the accompanying applications)pertaining to that property. �. I agree to indemnify. defend and hold the City of Nleridian and its ernployees harr�iless from any claim or liability resulting from any dispute as to the statemenis contained herein or as to the ownership of the property which is the subject of the application_ 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing*said application(s). Dated this 24 day of 4 iA i 10 � (silk nature) SUBSCRIBED A'v'D SWORN to before me the day and year first above written. � C HUESC3( otary Public for Idaho) COMM(S5lON#20190212 NOTARY PUBLIC Residing at: STATE OF IDAHO A r 11lY COMtit15SICN EXa,RE +��r sr'025 lv Commission Expires: ilZ,l�l y l��s t i I,E.Broadway Avenue_Suite.IO2 . Meridian.Idaho 1364" Phone: (208)987?3 t 1 • Facsimile: 1=0R)887-1^97 . W'c6siie:waw.meridiancii xtrg 96027152 ADA.CO. RECORDER THIS FORM FURNMMM COURTMY OF: ,i. DAVIC t.AVARRO BOISi ID 19y9001056 ALLIANCE TTfLE & ESCROW CORP. '96 RPR 1 Pn FEE # 0t r_ READ AAPPAov®aYORANTEEM:,A'/*'— V RECOR "O Ai Tf1E RE0 ST OF a�wca ADD"TM LMM FOR"00RDM DATA Order No. : 96059458 8L/SG WAPJLANW DEED FOR VALUE RECEIVED PATRICK K. WOODINGTON AND CYNTHIA A. WOODINGTON, AKA CINDY A. WOODINGTON, HUSBAND AND WIFE GRANTOR(S),does(do)hereby GRANT,BARGAIN, SELL and CONVEY Lento MARK CARRINGTON AND KIMBERLY M. CARRINGTON, HUSBAND AND WIFE 83642 GRANTEE(S), whose currant address is: 2955 S. LOCUST GROVE ROAD, MERIDIAN, IDAHO the following described real property in ADA County,State of Idaho,more particularly described as follows,to wit: Lot 7 in Block 1 of KACHINA ESTATES, according to the Official Plat thereof, filed in Book 35 of Plata at Page(s) 3016, an AMENDED BY an Affidavit recorded August 11, 1977. as Instrument No. 7737764 Official records of Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s),and Grantees)heirs and assigns forever. And the said Grantor(a) does(do) hereby covenant to and with the said Grantee(s),that Grantors) is/am 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,easesnents,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 that Grantors)will warrrant and defect the same from all lawful claims whatsoever. Dated: March 27, 1996 k. zL ATR CR K. WOODINGTO A. WOODINGTON STATE OF IDAHO ) COUNTY OF ADA ) On this 29th day of March ,in the year of 1996 ,before me,the undersigned,a Notary Public in and for said State,personallyk PATRICK K. WOJDNAND IA A. WOODINGTON &VIS "".. known or identified to me to s) os�nanne(s)is/are the wi ,and acknowledged to me that he/sh a�*E o M. �0 b ` Signature: ••��', t13Q�1 •''�,, Name: SNDER Residin at: BOISE, IDAHO My CommissionExpires: 06 02 00 r ADA COUNTY RECORDER Phil McGrane 2020-081761 BOISE IDAHO Pgs=2 BONNIE OBERBILLIG 07/01/2020 04:37 PM TITLEONE BOISE 515.40 TitleOne I title& CScrow CU. Order Number:20356167 Warranty Deed For value received, Lonnie D.Agnew and Sherry Agnew,Trustees of the Lonnie and Sherry Agnew Education Trust,established on January 13,2015 the grantor, does hereby grant, bargain,sell, and convey unto Open Door Rentals, LLC,an Idaho limited liability company whose current address is 1977 E Overland Rd Meridian, ID 83642 the grantee,the following described premises, in Ada County, Idaho,to wit: Lots 1 and 2 in Block 1 of Kachina Estates,according to the official plat thereof,filed in Book 35 of Plats at Pages 3016, and Amended by affidavit recorded August 11, 1977,as Instrument No. 7737764, records of Ada County, Idaho. To have and to hold the said premises,with their appurtenances unto the said Grantee,its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s)of way, protective covenants,zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments,including irrigation and utility assessments(if any)for the current year, which are not due and payable,and that Grantor will warrant and defend the same from all lawful claims whatsoever.Whenever the context so requires,the singular number includes the plural. Remainder of page intentionally left blank. Order Number:20356167 Warranty Deed- Page 1 of 2 Title One a title & escrow Co. 6, Order Number: 20356167 Warranty Deed For value received, Lonnie D.Agnew and Sherry Agnew,Trustees of the Lonnie and Sherry Agnew Education Trust,established on January 13,2015 the grantor, does hereby grant, bargain, sell, and convey unto Open Door Rentals, LLC,an Idaho limited liability company whose current address is 1977 E Overland Rd Meridian, ID 83642 the grantee,the following described premises, in Ada County, Idaho,to wit: Lots I and 2 in Block I of Kachina Estates,according to the official plat thereof,filed in Book 35 of Plats at Pages 3016, and Amended by affidavit recorded August 11, 1977,as Instrument No. 7737764, records of Ada County, Idaho. To have and to hold the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever, And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances except those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s)of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any)for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Remainder of page intentionally left blank. Order Number: 20356167 Warranty Deed- Page 1 of 2 e 1 Dated: June 23,2020 The Lonnie and Sherry Agnew Education Trust, established on January 13,2015 Lon ie D. Agnew,Trustee Sherry AgnevOustee State of Idaho,County of Ada,ss, July On this lst day of Me in the year of 2020, before me, the undersigned, a notary public in and for said state personally appeared Lonnie D.Agnew and Sherry Agnew, known or identified to me to be the person whose name is subscribed to the within instrument, as trustee of the Lonnie and Sherry Agnew Education Trust and acknowledged to me r ecuted the same as trustee. Noary Publl d. Residing In: My Commission Expires: �. - (sea]) Order Number: 20356167 Warranty Deed- Page 2 of 2 RE: Meridian Traffic Study sign-off From: Christy Little (clittle@achdidaho.org) To: schultzdevelopment@yahoo.com Cc: mwallace@achdidaho.org Date: Monday, October 5, 2020, 09:18 AM MDT Hi Matt—ACHD will not require a TIS for either of these development applications. Thanks, Christy From: Matt Schultz <schultzdevelopment@yahoo.com> Sent: Monday, October 05, 2020 9:11 AM To: Christy Little <Clittle@achdidaho.org> Subject: Fw: Meridian Traffic Study sign-off [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 Christy, I guess Mindy is gone so maybe you can send me a quick email back on below...just going through Meridian's checklists for submittal on these 2. thanks! Matt Schultz Schultz Development LLC (208) 880-1695 ----- Forwarded Message ----- From: Matt Schultz <schultzdevelopment@yahoo.com> To: Mindy Wallace <mwallace@achdidaho.org> Sent: Monday, October 5, 2020, 08:57:49 AM MDT Subject: Meridian Traffic Study sign-off Hi Mindy, I have 2 projects going into Meridian soon that I need a statement that a TIS is not required: Daphne Square Subdivision, NE corner of Black Cat and McMillan, 30 lots with no access to section roads Cache Creek Subdivision, NW corner of Victory and Locust Grove, 41 lots with no access to section roads thanks! Matt Schultz Schultz Development LLC (208) 880-1695 RE: Cache Creek Subdivision Name Reservation From: Sub Name Mail (subnamemail@adacounty.id.gov) To: schultzdevelopment@yahoo.com Cc: tfoster@whpacific.com Date: Wednesday, August 12, 2020, 08:28 AM MDT August 12, 2020 Travis Foster, WHPacific Matt Schultz, Schultz Development RE: Subdivision Name Reservation: CACHE CREEK SUBDIVISION At your request, I will reserve the name Cache Creek Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re-used by someone else. Sincerely, Glen Smallwood CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Locust/Grove 41 Lot Subdivision Date: June 16, 2020 Applicant(s)/Contact(s): Matt Schultz, Schultz Land Development City Staff:Alan, Bill, Joe, Caleb, Brian Location: NW corner of S. Locust Grove Rd and E.Victory Rd, Parcels R4814130000, R4814130025 and R4814130150 Size of Property: 13.42 Acres Comprehensive Plan FLUM Designation: LDR Existing Use: SFR/Vacant Existing Zoning: RUT Proposed Use:41 building lots Proposed Zoning: R-4_ Surrounding Uses: Residential Street Buffer(s)and/or Land Use Buffer(s): E.Victory Road and S. Locust Grove-both arterials=25' buffers Open Space/Amenities/Pathways: Not listed Access/Stub Streets:Access from E. Sagemoore Street and E. Loggers Pass Street Waterways/Flood plain/Topography/Hazards: 500 year floodplain at southwest corner History: Kachina Estates Subdivision Additional Meeting Notes: • The Comprehensive Plan recommends this property for Low Density Residential with densities of<3 du/acre. The proposal seems to comply with these requirements. • The applicant should be aware ACHD has plans to construct a round-about at the S. Locust Grove Rd/E.Victory Rd intersection that may impact this project. • The applicant should be aware ACHD may have plans to construct a drainage facility near the southwest corner of the property that may impact this project. • There are existing pathways to the east across S. Locust Grove Rd (paralleling Eightmile Lateral)and west of the property along Ten Mile Creek. The applicant should consider connecting to these pathways. • The applicant should be aware ACHD will be widening S. Locust Grove to E.Victory Road. • Water and sewer is available at E. Sagemoore Street. • Contact Al Christy in Public Works for street light requirements along Locust Grove and Victory Road. Internal streets will require street lights per the City Design Standards. Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: ® Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ® Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ® Republic Services ® Police Department ❑ Parks Department, Jay ❑ Central District Health Department ® Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Mod ification/Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ® Annexation ® Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text ® Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. �y NEIGHBORHOOD MEETING CACHE CREEK SUBDIVISION—ANNEXATION AND PREPLAT 14 ACRES ON NW CORNER OF VICTORY AND LOCUST GROVE MERIDIAN CITY HALL - COURTYARD AUGUST 27, 2020 at 6:00 PM Name Address Phone# P v S3vt l\t 1 -7 7 2. I. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Mr. Matt Schultz October 12,2020 Schultz Development File#20523-Letter Post Office Box 1115 Page 1 of 10 Meridian, Idaho 83680 Re: Proposed Cache Valley Subdivision NW Corner Locust Grove and Victory Roads Meridian, Idaho Matt: As per your request, I have reviewed the available groundwater data for the referenced property. The property is located on the north side of Victory Road and west side of Locust Grove Road in Meridian, Idaho. Ten Mile Creek passes by the southwest corner of the property. Well logs from the Idaho Department of Water Resources were reviewed. Logs for three wells on nearby or adjacent properties were selected and are included in the Appendix. These well logs indicate the static water table is 27 to 65 feet below the ground surface. SITE has begun the geotechnical exploration and recommendation report you requested for this project. Out test pits logs are attached and indicate that shallow water is present and therefore conflict with the IDWR data above. A season long groundwater study is underway and will be completed at the end of the 2020 irrigation season. We anticipate delivery of the completed report in early November 2020. While the groundwater is shallow, SITE believes this to be irrigation water perched water atop the cemented silt sand layer found above the deeper sand and gravel materials. Based upon our test pits and labwork and the surrounding residential developments, construction of the planned subdivision is geotechnically feasible. We appreciate this opportunity to be of service and Iook forward to working with you during the design and construction of this development. Respectfully submitted: SITE Consulting, LLC Bob J. Arnold, PE INAL e� a►srEA� P1'ti OF ►�A �� Q d. ARNo 2 Geotechnical5ervices/soil resting&Inspection Services SITE Past Office Box 198537 - Boise,Idaho 83719 site.consulting.idaho@gmail.com - 208-"D-6276 CONSU LTI NG, LLC APPENDIX Location Map Proposed Plan Adjacent IDWR Well Logs (3) Test Pit Location Map Test pit Logs (5) N Geotechnlcal services/Soil Testing a Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 Z/CONSU LTI NG, LLC Location Map WK F lip.rf ! _ • _'•�• + � � is UK " .. ' jlk4 :5rl.ar; "..mew.-;- ::le 4f �� . V} . .-.. — �' •�'Y. {yam{, 4�.i Au`L'� " f R�l m 2 Geotechnical Services /Saff Testing g InspecfVon Services SITE Post Office Box 190537 - Boise, Idaho 837'19 site.consuiting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC Proposed Plan nLn Ln Ln 13,673 1.23 AC 8,495 �a n o� a ap 4�01 8,411 LU8,748 �' 10,257 3 9,877 8,019 8,019 {/] D 1.05 AC u 8,019 8,019 ❑ 9,148 --1 8,019 8,019 �8,019 8,563 8,019 8,019 N 18,019 n 10,210 9,433 8 18,162 ,054 iaa �m 8,376 I 18,724 4 8,105 8,019 8,019 8,145 14,570 j�l• 1 59' VICTORY J. Geotechn►cal Services /Soil Testing&lnspectfwn Services SITE Post Office Box'190537 - Boise, Idaho 837.19 site.consulting-idaho@gmaii.com gmaii.com - 208-440-5275 C0NSU LTI NG, LLC Adjacent IDWR Well Logs (3) 5FATE OF 10AH0 USE TYPEWRITER on h4R` DEPARTMEVT CIF WATER RESOURCLS SA{LRp6NI NLw WELL DRILLER'S REPORT Sxae.Vaw+[%'M drn zilk nlaore 6r fikd nr[�,the Dinrcr .Dta,mmt of LYasar Rasnurees within!0 da>•s aflar dre c.renl c ln-ar a,ando.nn.nt of n,r v R. S� t.'NE LL(hVM Eft 7. WATER LEVEL , Name -N _Fnet ?.V. 14W wrfae.. Yoa �'aa O P.N.11gryY drr" Ar I-Sh OvSto-r crumb re__ a.&i- ~� -_ _�r..�,•_�_- C.orrml lyd h, Q V.>-e „I Ptrmi[Nv- C4+ r]P'aq. — - Terrprzfura .r�dT, Quatiry�� Ors:•a. ,w K.rr.rn.�a�.�i aµ,«��. 2 NATURE Of WORK S. ,JELL TEST DATA '^ E'Nrw h'I Q DO&FA1r(i1 L'F3apEwGY+•ref.r I]R.n:p C Ryilnr Y+'hir 01her kag nip., f..y=r46tr a6arr,$pnmRRt prtx:adu,pS SM:h as n,ylar»ia.ploa depths.V=.tt litnaloglC Valf l CUrhar p Ci p M 1u-acn. V4aun A+"hed �fNlmnsN$ u[nlha[hP, U Tcyt L:Mreskipal Y. 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USE ADD IT40NA L SM F E.TS IF NF.CESSARY- FORWARD Ti HF WHITF C(Wy TD THE OFAAATMENT '^ u 1 ti t](1 (L Geoteehnical Services/Soil Testing&Inspection Services ZS1 Post Office Box 190537 - Boise, Idaho 83719 site.consulting.ldaho@gmail.com - 208-440-6276 CONSULTING, LLC REPORT OF VELL DRILLER Slate of Tdakv StaLte lav requirers that this report s;hail be filed with the State Reclsnation Engineer witbit 30 darts aft*r romPletiaq or mbaudonmant of t3:e wall, WELL OWNER; �5ime of drilleq Ka'a Total Name lopth of voll: '' Standing vater Addretln�.w� .Fsrr- 'i ;_ Iri;L_ level below Kr�dcst�l: Teop.� "L•:.F� Fahr, __ :'sat 3ela.very- 1 dr tfa Pump? FSeil Owners Permit Nn, 51rxy of pviep and motor xsei to mPlcr. test: KATPRE GF WGRK (,;heel[ : Re lacemeat well. {� tier re71 3?cepenad 8 phlc>zdgpwd T,pngth of t1ma of tort: Hrs. iiire� Water is to be used Tar:_ yr Dravdavn: ft. hr'.evifsLn preasvre: rt. -'above land vscrfece give flow cfn METHOD OF CON$TRUCTIGN: RotRrY � Cable o. g1Ym. Shu-off'-'r'essure= Uug Cj Other ontrolled b Yalac cap K-9 explain. _ No control Does vell Leak around casing? C IN13 SGREHLE: TRreaded Welded Tea E' No U, -A"__"Mam. from ft.to ft. UE?'_'R HATFRIA1. �.��iis:l�r YAng �_"Dina. from ft. to ft. IrRum 'VZ YES OR NO 'Dian. from ft. to ft. 73LET FELL: — __.,?Diaa. from ft. to ft. Thickavaa of calsiag; Material! s.l Steel 1� concrete wod ]� -that J'KRFDRATI','D'. 'let = lie Tyne of perforator ceged: Sine of perfdraEtomn: by n perforations fran fft. t9 g. perforations froze ft. to ft. """��" —perforations from ft. to ft. p+eFforaLi,Ono from f-_ to ft. wAS SCREED 11(Sl'kLLEll'_ yes Xuaufacttwer'n name TyPa Model No, Riaa. 5 of sire Set £rum it. to ft - Dian.Slot aiwe_yaC from—ft. t. "t C0N3T9V0T;0N: Well gravwl pnck*d. Yes �7j�..�� Ho, size of Itravel Grave( Pladedfrom ft. to !t. Surface neaI pi'A1Vided^- ter, N—o-[7 To what depth' ft. materkftl used in seal: llil3 dL]YI atra to con taln unraa mRtarNo. L woe of rater_ Depth of stru'a 't. Method of "rate off: — �- 3u.rfae8 daaitg lLed': Yee: Cemented in 17lace7 ?es as Nv i._.. 3,00ate well in ,sotto. — " —7-'' Work started: are I f Work fluizted- I Well ::tiller's �taYem•rac: 'rhta w011 wars Gen. drilled under my "perrisiea and thin rCpor- { I Se true to the beat of my kuo"led A. I Name: I Addrerc- j I I uigaed by: :.i,aease Iio. pate T4CATIaIc OF WiI,L: Coon}T / gAe ottkRr si-Aw for additional remarkn U5 G S ... �D QS Q Geetechnical Avrvices/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC t; 098828 r I . W811 Lag ;rarm 1 - H8 3 S64 � WELL LOG AND REPORT To THE �'�Paltrc-, RM���ltaiios� ST'AM 1 EOt fdM'n0?? WGIeiS M OF MUM -. `.01flZIT 114M2N 34) UYS XMI1 WE3'Lf' ull Of? 'BELT.: ^a;& naw STh^l,^8„ iZ-E?6 frtrH7rr No. WeBf Cnvnfy_--� ` LOCH&wrap to f!dk" Addrq 1 I Adarnt--- I Mesh IaenGo % Ys f ! 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Nothing Follows Geotechnical Services /Soil Testing 6 Inspection Services Z Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 TING, LLB Aerial Photo with Test Pit Locations TPA. c� rA `. TP-5 #.. O..TP-3 .fT.�.F�•LV n-F.�-F ;�q r TP-1 _ Image Provided by Google Earth and hand-held GP5 GeatechnJcal Serv/ces/Soil Testing&Inspeotfon Services SI TE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 CONSULTING, LLC TEST PIT LOGS Test Pit: TP-1 File#: 20523 Client: Matt Schultz Date Excavated: 7130120 Project: Victory,&Locust Grove Excavated By: Wood Brothers Location Southwest corner of property Logged By: J. Meusch, PM-SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 1 1/2" 3!8" #4 1 #10 #4U 1 #10(f 1 #2Uo °dirt LL PI 0.0-4,0 Brown,Moist,Firm,SILTY SAND WITH GRAVEL SM !Organic Layer 6-8" 3.0 100 1 91-1 1 69-5 1 65.0 1 59.2 1 52-6 25.8 16.2 13-3 2.2 NP NP 4.0-8.0 Brown/Tan,Moist,Firm,SAND WITH GRAVEL 5.0 100 1 86-8 1 75-4 1 68.2 1 57.2 1 44.4 13-3 4.8 4-0 3.5 NP NP 8.0 I Bottom of Excavation 8.0,Ground Water Encountered 8.0,Monitoring Well in Place Test Pit: TP-2 File#: 20523 Location Southeast corner of property Logged By: J. Meusch, PM-SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314' 112" 1 318" 1 #4 1 #10 1 #40 1 #100 1 #200 %M LL PI 0-0-4.0 Dark Brown,Moist,Firm,SILTY SAND(SM)with Root Zone 10rganic Layer 6-8" 3-0 - 1 100 1 99.1 96-8 76.0 55.7 44-5 10.3 NP NP 4.0-6.0 Brown/Red,Moist, Firm,SILTY SAND SM 5-0 - I - 1 100 1 97.1 1 96-7 95.6 65.1 36-8 29.4 10.0 NP NP 6.0-7.0 Dark Brown,Wet, Firm,SAND WITH SILT AND GRAVEL TO 100 63.3 1 54.0 1 39-2 1 12.2 8.2 7-3 5-4 NP NP 7.0 Bottom of Excavation g 7.0,Ground Water Encountered 7-0.Monitoring Well in Place Test Pit: TP-3 Fife#: 20523 Location West side of property Logged By: J_ Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 112" 1 318" #4 1 #10 1 #40 1 #100 #200 %M LL PI 0-0-3.0 BrownlTan,Moist, Firm,SILTY SAND(SM)Root Zone 1 Organic Layer 6-8" 2.0 - I - 1 100 99.8 1 97-3 57.6 38.6 31.6 5-5 NP NP 3-0-6.0 Brown/Red,Saturated,Firm SAND WITH GRAVEL 5.0 - 100 1 92-8 1 82.5 1 75.7 1 60-7 14.9 6.8 5.6 6.4 NP NP Ql 6-0 Bottom of Excavation 6-0,Ground Water Encountered Q 6-0.Monitoring Well in Place a Geatechnical Services/Soil Testing$Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 ZCONSLTING, LLC slte.consulting.idaho@gmaii.com - 208-440-5276 U Test Pit: TP4 File#: 20523 Client: Matt Schultz Date Excavated: 7130120 Project: Victory& Locust Grove Excavated By: Wood Brothers Location Northwest corner of property Loggers By: J. Meusch, PM-SITE DEPTH SOILS DESCRIPTION feet 1,0" 1 314" 1 112" 1 318" 1 #4 #10 1 #4Q 1 #100 1 #200 1 %M I LL PI 0.0-3.0 Dark Brown,Wet,Firm,Sand,Clay,Silt with Root Zone/Organic Layer 6-8" Lt-55.0 Tan/RedSaturated, Firm,Sand,Gravel,Cobble 8o4am of Excavation 6.0,Ground Water Encountered @ 6.0,Monitoring Well in Place Test Pit: TP-5 File#: 20523 Location East side of property Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 314" 1 112" 1 318" 1 #4 1 410 1 #40 1 #10D 1 #200 1 %NI ILL PI 0.0-4.0 Brown/Tan,Moist,Firm,SANDY SILTY CLAY{CL-MQ with Root Zone 1 Organic Layer 6-8" S 3.0 - - 106 1 95.1 1 93.5 90.5 74.5 62.9 54.0 18.3 25 6 4.0-6.0 Dark Brown,Wet, Firm,SANDY SILT ML 5.0 - 100 1 97.6 1 94.0 91.4 75.9 61.8 51.2 17.5 NP NP 6.0-9.0 Red/Tan.Wet,Firm,Sand,Gravel,Cobble 9.0 Bottom of Excavation @ 9.0,Ground Water Encountered 2 9.0,Monitoring Well in Place Nothing follows CD Geotechnical Services/Soil Testing A Inspecb1oft Services DATE: August 30, 2020 ANNEXATION — CACHE CREEK e I A parcel of land being located in the SE 1/4 of Section 19, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and being and comprising of a portion of Victory Road and Locust Grove Road and all of Lots 1, 2, and 7, Block 1 of the plat of Kachina Estates filed in Book 35, Page 3016-3017 on November 15, 1974 in the Office of the Ada County Recorder and being more particularly described as follows: w BEGINNING at the southeast corner of said Section 19, monumented by a found 3" Aluminum Cap stamped "J-U-B Engineers PLS 11334" (Corner Record No 114007715), from which the South 1/4 corner of said Section 19, monumented by a found 3" Brass Cap stamped "J-U-B i i Engineers PLS 11334" (Corner Record No. 114007714), bears South 89°42'08" West, a distance of 2640.01 feet; I Thence South 89°42'08" West, coincident with South line of said Section 19, a distance of 625.97 feet; Thence leaving said South line of Section 19, coincident with the westerly line of said Lot 2, Block 1, North 00°23'33" West, a distance of 690.31 feet to the northwest corner of said Lot 2, Block 1; Thence coincident with the southerly line of said Lot 7, Block 1, South 89°37'01" West, a distance of 106.50 feet to the southwest corner of said Lot 7, Block 1; Thence coincident with the westerly line of said Lot 7, Block 1, North 00'21'18" West, a distance of 305.85 feet to the northwest corner of said Lot 7, Block 1; Thence coincident with the northerly line of said Lot 7, Block 1, South 89°23'52" East, a distance f of 751.95 feet to a point conterminous with the East line of said Section 19; t Thence coincident with said East line of Section 19, South 00°44'46" West, a distance of 984.36 feet to the POINT OF BEGINNING. The above described parcel contains 15.18 acres or 661425.33 square feet, more or less. Together with and subject to covenants, easements, and restrictions of record. The basis of bearing for this parcel is South 89°42'08" West between the southeast corner and the South %4 corner of said Section 19. 4 Robert Gromatzk P.L.S. License No. 17216 c o i G I I A PORTION OF SE1/4 SECTION 19 INSTR.RAILROAD #O11 0917182 T. 3 N.; R. 1 E.; B.M. S89'23'52"E 751.95' r C E. LOGGERS ; PASS ST. LOT 7 E S89'37'01"W 106.50' z CN W !fe CO (' 'd- ANNEXATION AREA o 15.18 ACRES Z 661425.33 SQ. FT. c CD E. SAGEMOOR ST. Lo ,PJ- LAN (� D LOT2 LOT 1 0 \p �' GE N� S LQL C�h l / O N V a 17 z o N O N \ ti C, k T R o � \ Fir POINT OF BEGINNING 2014.04' S89'42'08"W 625.97' S89'42'08"W 2640.01' VICTORY ROAD 3" BRASS CAP STAMPED "J-U-B BASIS OF BEARINGS 3" ALUMINUM CAP STAMPED l ENGINEERS PLS 11334" "J-U-B ENGINEERS PLS 11334" S1/4 CORNER SECTION 19, INSTR. # SE CORNER SECTION 19, INSTR. # 114007714 114007715 F i= SHEETNUMBER DRAWING INFO SHEET INFO ■" ■ 2 Of 2 LEGAL DESCRIPTION 229120-B00173.00 DRAWN RAG NV CACHE CREEK ANNEXATION CHALLENGER LEGALS CHECKED RAG ess a — y Wly CHALLENGER LAST EDIT eratnozo Ni,, —dn,ID 03642 sm+e is "=200' PLOT DATE 2053425400 .—NVS.— L IiFit's.: — DATE: August 30, 2020 BOUNDARY- CACHE CREEK k A parcel of land being located in the SE 1/4 of Section 19, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and being and comprising all of Lots 1, 2, and 7, Block 1 of the plat of Kachina Estates filed in Book 35, Page 3016-3017 on November 15, 1974 in the Office of the Ada County Recorder and being more particularly described as follows: COMMENCING at the southeast corner of said Section 19, monumented by a found 3" Aluminum Cap stamped "J-U-B Engineers PLS 11334" (Corner Record No 11.4007715), from which the South 1/4 corner of said Section 19, monumented by a found 3" Brass Cap stamped "J-U-B Engineers PLS 11334" (Corner Record No. 114007714), bears South 89°42'08" West, a distance of 2640.01 feet; Thence South 89°42'08" West, coincident with South line of said Section 19, a distance of 625.97 feet; Thence leaving said South line of Section 19, North 00°23'33" West, a distance of 33.00 feet to a point on the northerly Right-Of-Way line of Victory Rd. and identical to the southwest corner of said Lot 2, Block 1 for the POINT OF BEGINNING; Thence leaving said northerly Right-of Way line of Victory Rd and coincident with the westerly line of said Lot 2, Block 1, North 00°23'33" West, a distance of 657.31 feet to the northwest corner of said Lot 2, Block 1; Thence coincident with the southerly line of said Lot 7, Block 1, South 89°37'01" West, a distance of 106.50 feet to the southwest corner of said Lot 7, Block 1; Thence coincident with the westerly line of said Lot 7, Block 1, North 00'21'18" West, a distance ' of 305.85 feet to the northwest corner of said Lot 7, Block 1; Thence coincident with the northerly line of said Lot 7, Block 1, South 89°23'52" East, a distance of 718.95 feet to the northeast corner of said Lot 7, Block 1 and conterminous with the westerly Right-of-Way line of Locust Grove Rd; i Thence coincident with said westerly Right-of-Way line of Locust Grove Rd and the easterly line of said Lot 7 and said Lot 1, Block 1, South 00°44'46" West, a distance of 932.23 feet to a point of curvature of said Lot 1, Block 1 and said westerly Right-of-Way line of Locust Grove Rd; Thence coincident with said easterly line of Lot 1, Block 1 and said Westerly Right-of-Way line of Locust Grove Rd, along the arc of a curve to the right, having an arc length of 31.05 feet, a radius of 20.00 feet, a central angle of 88°57'22", a chord of South 45°13'27" West, a distance of 28.03 feet to a point of tangency on the southerly line of said Lot 1, Block 1, and said northerly Right-of-Way line of Victory Rd; Thence coincident with said southerly line of Lot 1, Block 1, and said northerly Right-of-Way line of Victory Rd, South 89°42'08" West, a distance of 573.98 feet to the POINT OF BEGINNING. I The above described parcel contains 13.99 acres or 609271.99 square feet, more or less. Together with and subject to covenants, easements, and restrictions of record. The basis of bearing for this parcel is South 89°42'08" West between the southeast corner and the South % corner of said Section 19. Robert Gromatzk P.L.S. License No. 17216 LANp SG � `C,E IN a 17216 Of RO k' t ! �3 4= C II k. C' G E i I r.: F. r f I I I I A PORTION OF SE1/4 SECTION 19 INSTR.ILROAD# 109 SPIKE82 T. 3 N.; R. 1 E.; B.M. 0 T ]; S89'23'52"E 718.95' in cq E. LOGGERS : M PASS ST. LOT 7 00 co cV o N LO co Z cV S89'37'01"W 106.50' m N � w a c o BOUNDARY AREA Z 13.99 ACRES E. SAGEMOOR ST. 609271.99 SQ. FT. ONP` Lq Np LOT 2 LOT 1 O G E � L o g'31�Zia a z 16 0 tP � T P � POINT OF COMMENCEMENT FR T G R O � POINT OF BEGINNING NO'23'33"W 33.00'—, \ S89'42'08"W 573.98' �, E J\ 2014.04' _ 625.97' _ S89'42'08"W 2640.01' VICTORY ROAD 3" BRASS CAP STAMPED "J—U—B BASIS OF BEARINGS 3" ALUMINUM CAP STAMPED ENGINEERS PLS 11334" "J—U—B ENGINEERS PLS 11334" S1/4 CORNER SECTION 19, INSTR. # SE CORNER SECTION 19, INSTR. # 114007714 114007715 CURVE TABLE is i CURVE # DELTA RADIUS LENGTH CH. BEARING CH. DIST. Cl 88'57'22" 20.00 31.05 S4513'27"W 28.03 i I;I1 SHEETNOMBER DRAWING INFO SHEET INFO L LEGAL DESCRIPTION 229120-800173.00 DRAWN RAc � 2 Of 2 CACHE CREEK BOUNDARY CHECKED RAG CHALLENGER e00 Industry Way,Suit,10 CHALLENGER LASTEDIT M 2020 Marla—ID 83642 1��=200� 208-342-5400 www.NV5.aom PLOTDATE i li �i L _ 0;` IandproDATA Cache Creek Subdivision Vicinity Map 7- t i, -- - is r a, _7 n JI --LJ 7 I - �: J t i t •7r - E-'Jtctory Rd E viclolyxd E Victory Rd m k Cuanza;+ ,� .,. � t'+a}ho►� - Q 1 N �JiiJJ 43°34'23.57" N 116°22-16.68" W Aug 24, 2020 IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 300 feet purposes only and do not constitute a legal document. XREF INDEX: A PRELIMINARY PLAT OF CA C CREEK o ° A PORTION OF LOTS 1 , 2&7 BLOCK 1 OF KACHINA ESTATES SUBDIVISION '. z 19 20 1 LrM3 0 N 3 Y4 CORNER SITUATED IN THE SE4 OF SECTION 19, T. 3N. , R" 1 E. B.M. M co FND 3 BRASS CAP CO ADA COUNTY, IDAHO J co C� -� o LO SALMON R.419/05 SUED/I//S/ON#4 I I N BOOK 75 PAGES 7855--78. ,`� hT I � M S89`23 51.32.04' 718.95' - 255.88' _ 32.16' x o co - -.. - -- 0)255 CD CV GIRR GIRR72.62'—GI R —67.00'GIRR G87.63' IRR (123.65'—R �� CO) / \ O co �� EXISTING HOME AND 23 OUTBUILDINGS TO 27 I� 26 25 8,403 SF I g 160 SF I 8,003 F I 8,853 SF / 11,744 SF h`' up I PROTECTED c� ANAL Er I EXISTING ACCESS POINTS TO DRIVEWAY �`L�'S\ �STE7,y / / /�� � '��, K TO BE CLOSED AND RELOCATED TON 1-84 4�0 ��G Rio—��— 50.19' L=28.14' \ LOGGERS PASS ST. H C 2 rJ 70.23' E. LOGGERS PASS.S'EDT. W L=26.15_-32.54' 60.00= - —L=59», 22 1 ssx— -- - - -- -- O o `� 53,668 SF r - o) N p x w- �, 8,919 SF r x' Sh'ERBROOKE h'OLL ODYS SUB. NO.4 � � -SS- —_ �3or %p C��� 17 I BOOK 80 PAGES 8704-8705 E OVERLAND RD. 91F �pP x 49.56'-L=13.10L=13LC) .05'-4' _ E. LOGGERS PASS ST ss \� !� o I ID4 q�T M M�NG 31.27'—L=31.12'-22.19L=3� ��5'� 6�0\ /l° o . SCALE 13 x I I o �,�S9r \��>> 21 \c^�� :\ 60 0 30 60 120 8,035 SF I00 I o \ I N 8,351 SF d �� /�°�° I ( FEET ) ; �, x O o O �I s��9 ��° \ �� 1 \c'Ap ��_-- 1 INCH = 60 FT. 9,891 SF 8,930 SF 105.24' 1 \ 8,086 SF 6 o M 20 ' I o PROJECT SITE m I �_ � O \ .00 °a � o 13,281 SF S /, \ N 3 .o' \ I DEVELOPMENT FEATURES 38.0 TOTAL ACRES....................................... 13.99 ACRES I U I �/ O 8OO' \ 6,' \ ' N \ x - .,�.H, d 19 � TOTAL LOTS......................................... 45 LOTS GIR BUILDING LOTS..................................... 41 LOTS % �z 8,618 SF '� ��° "_ • , `, \ 8,082 SF -29.87' 46. \ E VICTORY RD. 60.00' 46.50 \ tip/ AVERAGE BUILDING LOT SIZE.............. 10,050 SF w/ ex home af), 119.87' \ �\ i I AVERAGE BUILDING LOT SIZE.............. 8,959 SF wo/ ex home N8 3� E '06.�� - - -� 8,160 SF , s / WX RESIDENTIAL DENSITY (GROSS)........... 2.93 UNITS/Ac. 35.87' 9°/ �Q� '63'� �� /11`' RESIDENTIAL DENSITY (NET)................ 4.33 UNITS/Ac. :K (n s / \ °IQ �I EXISTING ZONING.................................. RUT VICINITY MAP Ln PROPOSED ZONE.................................. R-4 w CD _cDO o �o `� o �.1- N MINIMUM BUILDING LOT SIZE .............. 8003 sf -NTS- � 00 9,590 SF 9,3713 SF d9. 16 N I TOTAL OPEN SPACE............................. 2.61 ACRES uw x \ �,n 10,856 SF QUALIFIED OPEN SPACE....................... 2.23 ACRES LEGEND o I 119.87' I 6�0 `i ^�� MINIMUM HOUSEHOUISE SED OIZEN SPACE::::::::::::: 1 400 SF W 151 BL C113.11'2 Kq EXISTING FENCE p >- CABELLA CR EK SUED10151ON �^� SEWER > m BDOK 100 PAGES 12999- 13004 4 �" -C I CITY OF MERIDIAN PROPERTY BOUNDARY zz o n \ u O 11,527 SF i 15 WATER RIGHT OF WAY LINE 00 10,222 SF I M O � E-. _ CITY OF MERIDIAN o I Ln 0 8,119 SF SACELAND SUED/I//S/ON EXISTING ROAD CENTERLINE o 0 o • _` �, \ Q N - - 5� 9' N BDOK 91 PAGES 10659-10661 IRRIGATION z x �'— - - - - 99.88' L= N 11 120.00' - - I � .. I V 2 2 2 2 o 0 _ — — 33,320 SF 120.00' NAMPA-MERIDIAN IRRIGATION DISTRICT EDGE OF PAVEMENT Y ..- - �, E. SAGEM_OOR ST. �'o � 4 I L SCHOOL ° 0 0 Q EXISTING LOT LINE z Lu 0 w .�E. SAGEMOOR ST. � 0 0 0 14 g WEST ADA COUNTY SCHOOL DISTRICT z z Y o o F- 00 " r x W U H �- 8,160 SF `D 8,040 SF EMERGENCY SERVICES EXISTING SEWER LINE W/ MANHOLE w 0 Q w a p m _ _ _ _ 99.95' L=3 T ('ROBS - N BL OC/( ,3 I I FIRE - CITY OF MERIDIAN Q J >_ r� t� — 120.00' - " POLICE - CITY OF MERIDIAN EXISTING WATER MAIN 11 J C14 b - 120.00' ox NOTES: <� 31 3 . ' I D4 EXISTING WATER VALVE Q - 00 o o o o o 1) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL W � O 13 o I HAVE A 10' UTILITY EASEMENT. ® EXISTING WATER WELL ~ N 8,160 SF �, a,o4o sF wX 2) ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS 119.97' OTHERWISE SHOWN. ® EXISTING STORM CATCH BASIN w 129.11' �_ 120.00' can 120.00' 0 3) ALL WATER MAINS SHALL BE 8 0 UNLESS OTHERWISE Q Q o \ i II I '� SHOWN. EXISTING LIGHT POLE W 4) DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE c CD cij 10 \7 0 12 0 � AND/OR SUBSURFACE FACILITIES AS APPROVED BY THE CITY OF EXISTING SIGN � IIIII a 8,159 SF `� � nco J o V O 8,732 SF 8,160 SF � �� 8,040 SF T T MERIDIAN AND ACHD. 5) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY. PROPOSED ROAD CENTERLINE 120.00' _ _ cf) j ��\_�� 119.99' I ci - - - - 120.00' 6) BLOCK 2 LOTS 4 & 17, BLOCK 3 LOTS 1 & 9 ARE COMMON - - PROPOSED ROAD RIGHT of war c> \ 381 p 127.76' LOTS TO BE OWNED AND MAINTAINED BY THE H.O.A. _ � II 7) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE Q W, �.J \ 00 N \g o \g N I 11 I o IDAHO CODE SECTION 31-3805 CONCERNING IRRIGATION WATER. PROPOSED LOT LINE 8,160 SF i l SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY. 120.00' I 8,641 SF I 8,139 SF \� 8,309 SF 8) THE ROADWAY IMPROVEMENTS SHOWN ON LOCUST GROVE AND BLOCK 5 5 BLOCK AND LOT NUMBER o - - 0 125.97' 115.64' Qd VICTORY ROADS ARE FROM DATA OF RECORD FROM THE ADA / IRR IRR I R- - - - - . \ \ - COUNTY HIGHWAY DISTRICT AND MAY BE SUBJECT TO CHANGE. s p __ 2� - 109.59' PRPOSED REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK i \ QZ6g 12 - --187.90' L 0 9) AE FLOOD ZONE ON TEN MILE CREEK FROM COUNTY WIDE o � _�� nn FIRM PANEL 16001CO234J EFFECTIVE 06-18-2020 PROPOSED SANITARY SEWER W/ MANHOLE z w \ co o w / 1 � - �' h' 9,823 SF 8"W PROPOSED 8" WATER MAIN ~O �O T y /X 1 3g 70'-29.50' 67. 67.00' 9.54'176 �� .i��0� \ �� I z z \ �/� \)J �� / 4 44.30' L=3�'1� N� EXISTING HOME AND IRR IRR PROPOSED PRESSURE IRRIGATION W 0 00 > OUTBUILDINGS TO BE � y �� -� 24,807 SF Q-� r`� � M L o \ �� S2 REMOVED. PROPOSED FIRE HYDRANT J - w � Q) m \ �' FLOOD PLANE AE ZONE of \ 0 > Q O \ �� �� SEE NOTE 9. I O o I \ o I (`\ o _''�RR ll __ PROPOSED STREET LIGHTIGHT J Q z O E \ I 8,165 SF I 8,0 0 SF I 8,040 SF I O UI LLJ o \� O nc - I O E N \ >y �� 8,368 11,303�F- _ " m 0 _ W U)N o Q \ , >>'' \\� I 69.07' � R/w 38'-0" R/w Q 0 Y Q V 49.34' 33'-0" � 7� DRAINAGE BASIN 85.79 - - FUTURE ACHD ROD z w o v s 67.00' 67.00' _ ��— 5'-0" 8'-0" 16'-6" 16'-6" 8'-0" 5'-0" � � "U' 68.41' 66.89' �==8gr ����� I I IMPROVEMENTS _ W W Q _ 2� �� \ 14'-6" 14'-6" °' S 1 4 CORNER ��� o \ 1 17 (D w E / 9 „_ \ 1 M SLOPE 2.0% SLOPE 2.0% F J z fJ ui o SECTION 19 454.91' , a$ 11SE CORNER J W W CO o FND BRASS CAP — SECTION 19 W J = z o o ��CNT M-�" S) c ❑ c ALUMINUM CAP PLS 14337 F O � 19 � - w � ,\ _ w _ _ _ _ _ LOCAL STREET SECTION n� f2, w o O 0) 0 I — — —�F — — o — o -NTS- L1 V V Lu C) N °✓ sew FL --"-Sew VICTORY" ROAD Sew e T � OWNER APPLICANT ENGINEER SURVEYOR �j , CHALLENGER DEVELOPMENT, INC. SCHULTZ DEVELOPMENT MATT MUNGER, P.E. TRAVIS FOSTER, PLS, CFedS SHEET NUMBER 1977 E. OVERLAND ROAD MATT SCHULTZ NV5 NV5 FLOOD PLAN MERIDIAN, ID 83642 PO BOX 1115 690 INDUSTRY WAY, STE 10 690 INDUSTRY WAY, STE 10 SEE NOTE 9. MERIDIAN, ID 83680 MERIDIAN, ID 83642 MERIDIAN, ID 83642 ppi w = (208) 342-5400 (208) 342-5400 Q Q \ UNPLATTED TRADEIy/NOS SUED/!//S/ON PHASE 2 c� a v /BOOK 107 PAGES 14870-14972 .11 uu ORIGINAL SURVEY ON FILE AT WHPACIFIC, INC. PROJECT INFORMATION CITY OF MERIDIAN FENCING PLANT SCHEDULE Lv k 61 - �0000000000000pppppo OO TOTAL SITE AREA: 603,34cl S.F. (13.85 ACRES) QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS �TZ REQUIREMENTS BUILDING SETBACKS: DECIDUOUS SHADE TREES PRELIMINARY FRONT: 20' FENCING REQUIREMENTS .` NOT FOR ° BACK: 15' IG AG Acer platanoides Crimson King Grimson King Maple 2 GAL. B4B 45H x 35W II , AREA 1 °o°� W FENGINS REQUIRED AT ALL ABUTTING PATHWAYS AND COMMON OPEN SPACE 15 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. BffB 50'H x 50'W II I? C 0 N 8 T R U C T I 0 N SIDE: 5 LOTS TO DISTINGUISH GOMMON FROM PRIVATE AREAS. 10 PA Platinus acerifolia 'Bloodgood' Bloodgood London Plane Tree 2" GAL. B4B 50'H x 40'W III 1� ��� oo�lj` /��"o� 26 TG T11Ia cordata 'Greens ire' Greens ire Linden 2" GAL. BffB 40'H x 30'W II 1;1 I oo� ��000�' z BLOGK I LOTS 12 4 5 6 (NORTH 427 L.F. (EXISTING) 6-O CLOSED FENCE p p +� �}'� oop ND q-90000 0 AVERAGE BUILDING LOT SIZE: 10,050 SQUARE FEET (WITH EXISTING HOME), t SOUTH) 6'-0" CLOSED FENCE 8 OR Quercus rubra Northern Red Oak 2" GAL. B8B 50'H x 35'W III AREA 3 pppp0000000� J 81g59 SQUARE FEET (WITHOUT EXISTING HOME). CONIFEROUS TREES BLOCK 2 LOTS I-7 AND II (NORTH, 473 L.F. 4'-0" CLOSED FENCE o LINEAL FEET OF STREET FRONTA6E (NOT INGLUDIN6 LOCAL STREETS, IN EAST, $ SOUTH) q PF Pinus flexills 'Vanderwolf' Vanderwolf Pine 6-�' HT. B8B 30'H X 15'W • 0 WHIGH HAVE NO STREET TREE REQUIREMENTS): 1,418 L.F. BLOCK 2 LOTS 8, 10 (EAST $ WEST) 21.1 L.F. 6'-0" CLOSED FENCE % 1 W BLOCK 3 LOTS I-4 335 L.F. (EXISTING) 6'-0" CLOSED FENCE ORNAMENTAL TREES �� W M TOTAL NUMBER OF TREES PROVIDED: 136 Ifii I'll E N a) o TOTAL NUMBER OF TREE SPECIES: q BLOCK 3 LOT 4 (NORTHWEST 4 l84 L.F. 6'-0" OPEN FENCE 16 A6 Acer ginnala Amur Maple 2" GAL. B4B 20'H x 20'W 1 111� AREA 2 a) ° o 0 r �, a UTHEAST) 17 GC Gercis conadensi5 Eastern Redbud 2° GAL. B4B 25'H x 20'W I 1 I .� o o BLOCK 3 LOT 4 (EAST 8 WEST) IOct L.F. 6-O OPEN FENCE 14 MS Malus x rin Snow rin Snow Groba le 2 GAL. BBB 25'H x 25 W I °' e cu tz LL mzEo = -o n 3o w BLOCK 3 LOT 4 (NORTH 8 SOUTH) IIG L.F. 6'-0" OPEN FENCE i'� E C(M 1u CID W BLOCK 3 LOTS 5-17 AND 22-26 2p06 L.F. 6'-0° CLOSED FENCE SHRUBS/PERENNIALS/ORNAMENTAL GRASSES IIII oil o o o oo W (EAST 4 WEST, NORTH 8 SOUTH 54 BT Berberis thunbergii 'Rose blow' Rose 61ow Japanese Barberry #2 5'H X 4'W II''t- C' �_ •° -° ° 113 0 `y 0 w rn.gta� O �ooN oo o 43 GA Golamagrostis x ocutiflora 'Overdam' Overdom Feather Reed Grass #1 6'H x 3'W _ a a � a 3 0 �; z I " 'j c 0 f0.m (= Ql 0 U BLOCK 3 LOT 17 ACCESS 467 L.F. 6-O CLOSED FENCE 35 GB Gornus alba 'Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W � W r? � 3 X L o s CITY OF MERIDIAN (NORTHEAST ff SOUTHWEST) WITH 3'-0" STEP DOWN 30 EA Euonymus olatus 'Gompactus' Dwarf Winged Burning Bush #5 6'H X 6'W 3" a _ LL W BLOCK 3 LOTS 18-21 318 L.F. 6-O CLOSED FENCE 60 HS Helictotrichon sempervirens Blue Oat Grass #1 2'H X 2'W / . _ • • (NORTHWEST $ SOUTHEAST) 117 HM Hemerocallis x 'Stella d'Oro' Stella d'Oro Daylily #1 2'H X 2'W � LANDSCAPE REQUIREMENTS 53 LA Lavendu la angustifoIis par-t ' CMunsteadompact Lavender #1 2'H X 4V4 Z. KEY MAP W 56 MA Mahonia aquifolium Gompacta Compact Oregon Grape #2 3 H X 4 W 60 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 5'W 200 0 200 400 600 S. LOCUST GROVE RD. BUFFER 73 RN Rosa x 'Noaschnee' Pink Flower Carpet Rose #2 2'H X 3'W 41 SS Saplvio x sylvestris 'Mainacht' May Night SSaplvia #1 2 H X 2 W SCALE: I"= 200'-0" N Requirements: PER GITY CODE II-3B-7-G-3-b 77 SIB S iraea x bumalda 6oldflame 6oldflame irea #2 4H X 4W N I TREE PER 35 L.F. LENGTH TREES REQUIRED TREES PROVIDED 47 VC Viburnum carlesii Korean Ice Viburnum #5 11 X 6'W Z AND SHRUBS, TURF, G148 L.F. 27 27 0 OR 6ROUNDGOVER WIDTH 20' BUFFER �� o a E. VICTORY ROAD BUFFER S. LOCUST GROVE RD. z K Requirements: PER CITY CODE II-3B-7-G-3-b _ _ 0 1 TREE PER 35 L.F. LENGTH TREES REQUIRED TREES PROVIDED AND SHRUBS, TURF, 470 L.F. 13 13 W OR 6ROUNDGOVER WIDTH �� s — — — — — — — — — — — — — — — — — — - 25' BUFFER 1 "- - -- --- - -___ ----------- - - - - — — — — — — COMMON OPEN SPACE i / - - ---- - -- -- --- - ---- ---- -- -- ---- - --- =_ \ ° I � Requirements: PER CITY GODE II-36-3 - O -- - - - - _ _ _ _ _ - - 13" z 10% OF TOTAL AREA AREA REQUIRED AREA PROVIDED 1 Copyright©2020 z LAND AREA TO BE 603,34G S.F. 60,335 S.F. cl7,13G S.F. (16q) I II \ All rights reserved. Reproduction or use in any form o COMMON SPACE (603,349*0.10= I or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 60,335) I criminal prosecution. w J I TREE PER 8,000 AREA TREES REQUIRED TREES PROVIDED I w S.F. a5,703 S.F. 12 12 Ib i 15 I 14 I 13 I 12 I II to / I I a PATHWAY LANDSCAPING I BLOCK 1 1 I I I II Q o Requirements: PER CITY GODE 11-3B-12 1 I I Y I TREE PER 100 LENGTH TREES REQUIRED TREES PROVIDED L.F. AND MIX OF Ilq L.F. a I ° SHRUBS, TURF, OR I'l I I W GROUND ,OVER — i — 20•0 I a z o EXTRUDED POST GAP 96" ON CENTER - - H (STANDARD OPTION) 91" MAXIMUM SPAN I I o 7 O 7ED S. MURLO AVE. I-I/2" x 5-1/2" BOTTOM RAIL _ WITH 1.5"X 1.25" �� — -f. — -F. — — —r — — 32• I I e O o GALVANIZED METAL INSERT i J HOLD TOP AND BOTTOM w � e I I �} 7/8" U-CHANNEL RAILS IN PLACE WITHv/J, V N n W LOCK RING. I > ((� �--• Z REMOVE TOUNSE ON ONE 12„ �'�' / I I I > CO N SIDE OF PANEL TO SIT 4" CONCRETE MOWSTRIP / Gj 1 I II I w � / w o FLUSH AGAINST POST Q5 CoW 20 0 w 0— CONCRETE FOOTING / CO / G - ! 4 1 5 I b 8 i 0 I N SCORE JOINT AT EACH �` GGV \ BLOGK2 I I I � POST 1 \ O BLOCK 3 I I V/ i I FENCE POST, SET POST �• rfl I _ < ]E PRIOR TO INSTALLATION 21 s I CD 7/8" x 6" TOUN6E AND L — OF MOWSTRIP - - - _ O I GROOVE PICKET / � _ - - � I PLAN VIEW , - � I Cl) _ _ °I� 10 0 0 1-1/2" x 5-1/2" BOTTOM RAIL / -- - I ' I WITH 1.5"X 1.25" N SIN 5" SQUARE VINYL FENCE / ` �\ 11 1 I < I I Wcr GALVANIZED METAL INSERT POST WITH GALVANIZED D I } .. METAL INSERT (TYPICAL) b I I W I 11 l z I O Er w J II-II SET FINISH GRADE AS / fn 12" WIDE CONCRETE I I I I II II II II a III= SPECIFIED / � ' \ \ MOWSTRIP II. II - / :I 12 �� > > IV J 0 II 1I 1 1 GONGRETE FOOTING AS / \ — - - li SPECIFIED �j t I II BLIocK 2 I I NOTES: 1=�1 .. i1- 22 I I I w J N L I—I J = I=1 6" A66RE6ATE BASE I �� a I I I I I I W o I. REFER TO LAYOUT PLAN FOR MOW STRIP -III=1R =1 BLOCK s 5 I I I UJ Er a LOCATIONS. - =III III COMPACTED SUB-GRADE / I. 0 2. SCORE JOINTS a 10' O.G. OR AT EACH POST. II III llII 1- I N 3. INSTALLATION TO BE COMPLETED IN0 E ACCORDANCE WITH MANUFACTURER'S 3 31" i I I / S / L SPECIFICATIONS. I Q > C 4. MATCH VINYL FENCE TO EXISTING VINYL ` r n FENCE ON BERM OF ADJAGENT PROPERTIES F- 2s U) S. CACHE CREEK AVE 6 VINYL FENCE PANEL co UN SCALE: I/2 - I -O tl — — � _ � � — — I I-I/2" x 5-1/2" BOTTOM RAIL W WITH 1.5"X 1.25" W I o GALVANIZED METAL INSERT I f J D � EXTRUDED POST GAP 24 I O � I\ 4 °' (STANDARD OPTION) I O HOLD TOP AND BOTTOM W ( t U 7/8" U-CHANNEL 96" ON CENTER RAILS IN PLACE WITH s 1 a 1 5 1 b I 1 I 2 I s i ti U 91" MAXIMUM SPAN LOCK RING. BLOCK I LU i?� y L- REMOVE TOUT ON ONE N 12" - - C� ' , 00 ti o_ °' SIDE OF PANEL TO SIT 4" 5" CONCRETE MOWSTRIP W m Iu a amo= W FLUSH AGAINST POST -IN �\ W m a U.c�o Q I yU.Ie ZI• Q LU Q0: GONGRETE FOOTING LU �(/ = o Z "l Y m m a Q o m � PROVIDE WIND CLIPS AT � _ _ I �C/ W � CIO a� POSTS AND BOTTOM RAIL SCORE JOINT AT EAGH 25 \ �� QNo Z>SECURE PER — POST x C MANUFACTURER'S 0_ RECOMMENDATIONS N I FENCE POST, SET POST �' � L PRIOR TO INSTALLATION 2 ��� I REVISIONS 7/8" x 6" TOUNGE AND N OF MOWSTRIP _ _ No. Date Description C GROOVE PIGKET PLAN VIEW ° _ I-I/2" x 5-I/2" BOTTOM RAIL N -IN 5" SQUARE VINYL FENGE I °� WITH 1.5 X 1.25 r o GALVANIZED METAL INSERT "� POST WITH GALVANIZED `" METAL INSERT (TYPICAL) 1 26 Q 1 I PROJECT NO.: v III III1111 SET FINISH GRADE AS 20091 B 12" WIDE GONGRETE I I I I 11 11= SPECIFIED DRAWN BY: MOWSTRIP 111 — I i- TH II1I III GONGRETE FOOTING AS x Z 11 III- SPECIFIED NOTES: L 1—I J �1111I 111�IJ \ CHECKED BY: a 6" A66RE6ATE BASE 0 I. REFER TO LAYOUT PLAN FOR MOW STRIP -III-1 II-1 DATE: J II-1 09/30/2020 w rn LOCATIONS. -III111 III GOMPAGTED SUB-6RADE 0 2. SCORE JOINTS T 1 B O.G. DR AT EACH POST. =1 111 111- - OVERALL LANDSCAPE PLAN � 3. INSTALLATION TO BE COMPLETED IN �� 1�� o ACCORDANCE WITH MANUFACTURER'S 32 32 Z■ o SPEGIFIGATIONS. 50 0 50 100 150 SHEET NUMBER LL A 4' VINYL FENCE PANEL SCALE: "= 50'-O" 2 L1.0 o SCALE: 1/2"= 1'-0" I- Q_ I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT WHPACIFIC, INC. EXTRUDED POST GAP PLANT SCHEDULE v o��°°z� of L�000000 °00000000000000 (STANDARD OPTION) - (� oo° g�� gZTz << QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS 7/8" U-CHANNEL DECIDUOUS SHADE TREES PRELIMINARY REMOVE TOUNGE ON Iq AG Acer platanoides 'Grimson King' Grimson King Maple 2" GAL. BBB 45'H x 35'W II ,� AREA 1 NOT FOR W CONSTRUCTION ONE SIDE OF PANEL 15 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. BffB 50'H x 50'W II TO SIT FLUSH AGAINST 10 PA Platinus acerifolio 'Bloodgood' Bloodgood London Plane Tree 2" GAL. BBB 50'H x 40'W III , I °0001J����0ov' POST 88 TG OR Oulercuos�abrato 6reenspire' Northern Linden Red Oak 2" GAL. B$B 50'H x 35W III / I, I 0000 oo�op0000�°°° 16' CONIFEROUS TREES — — II Z Cl PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6-7' HT. B&B 30'H X 15'W x 7/8" x 6" TOUN6E AND - RNAMENTAL TREE GROOVE PICKET O S L M � E N � o — — — — — _ � o o 16 A6 Acer ginnala Amur Maple 2" GAL. B8B 20'H x 20'W I ° ' 1-1/2" x 5-1/2" RAIL 17 GG Gercia canodensis Eastern Redbud 2" GAL. BffB 25'H x 20'W I I — — — 1 — — o o I I II I I yOn N ° O Co Is O 14 MS Malus x S rin Snow Spring Snow Graba le 2 GAL. B8B 25 H x 25 W I �u E � = a Co W 0 w SHRUBS/PERENNIALS/ORNAMENTAL GRASSES C) r, cD a E E tD D w L � Q � E S L c [o U' a w C O_r� U O C o , L >` F C? u I I I I O) c0 O O L 54 BT Berberis thunbergii Rose Glow Rose Glow Japanese Barberry #2 5 H X 4 W I o s a I. N 0 o I I I I 'O NO (a0 .C 3 O C z a Q 43 GA Galamagrostis x acutiflora Overdam Overdam Feather Reed brass #I 6 H x 3 W m L L ° o o Z 55 GB Gornus olba 'Bailholo' Ivory Halo Dogwood #5 5'H X 5'W �w ` � 3 t ° . . . . . . 3: LLd CD N 30 EA Euonymus olotus 'Gompoctus' Dwarf Winged Burning Bush #5 11 X 6'W _ _ LL 60 HS Helictotrichon sempervirens Blue Oat Grass #1 2'H X 2'W - • ■ - 117 HM Hemerocallis x 'Stella d'Oro' Stella d'Oro Daylily #1 2'H X 2'W L $ 53 LA Lavendula ongustifolia 'Munstead' Munstead Lavender #1 2'H X 3'W KEY MAP w 56 MA Mahonia aquifolium 'Gompacta' Compact Oregon Grape #2 3'H X 4'W Z� 1 60 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 5'W 200 0 200 400 600 m VINYL FENCE - 3 H T SECTION CT I N 73 RN Rosa x 'Noaschnee' Pink Flower Carpet Rose #2 2'H X 3'W 0 1 41 SS Salvia x sylvestris 'Moinocht' May Night Salvia #1 2'H X 2'I^1 , NOT TO SOALE SCALE: I"= 200'-0" 77 SB Spiraeo x bumaldo '6oldflame' 6oldflame Spirea #2 4'H X 4'W 47 VG Viburnum corlesii Korean Spice Viburnum #5 11 X 6W o o m _ o ■ a S. LOCUST G1�0 LANDSCAPE LEGEND K VE IAD. zo . z + 12 + + + + + + + + + + + + + + + + + 12 TREES TO BE REMOVED w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t t + + 3 + + + + + + + 12+ + + + + + + + + + + + + 12 + + + + ■ �� 3 EA ++ + + + + + + + + + + + + + + + + + + + + + + - �� - ■ SS - - RN C 5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -+- - - ycO O PLANTS TO BE INSTALLED 5 - BT + + + + + + + + + + + p w + + +- +—+ --F M - _ - 3 z + 3 + + 7 + + + + + + : O ++ 1 i5 +-,rt Q +-+ i + + -+- +- + + + +—+ + + + 12 — Copyright C 2020 VG p_-- 2O + + + + + + + + + + ++ + + +� + +—+ -+ + + + - 4 ++ + ■+ +_ Z 1-� + + + + H 3 + + + + LANVSL - �+ +_{ -�_�_ RN + + + �j + + + + + 3 + + + + + &5 + + + + All rightsrese ed. Re roductionoruseinanyform��� - PM - #- �T TA _ _ - + + + + + + + + + + + + + 2 +t+ + VISION TRIANGLE or by any meanswiphoutwrittenpermissionof 2 �E 8U\� C3 �_ 5 + +__f _ � — — — + _ — EA — Rreckon Land Design,Inc.is unlawful and subject to 0 oHS 3 o- _ _ 0 - _ �_ - _ _+ + ------------------- AILED criminal prosecution. w { + + + -t GUT EDGE AS DETAILED 5 HS - VC �C L! p•O O a 6 5 3 PM 0 • 0 A6 - 5 3 3 o BERM Q LA \ - 7 5 5 5 3 — — C) \ 3 SB 3 MA HS 3 HS 6 5 GG 7 A6 VC SB PM SS - HS - I 6'-O" WROUGHT IRON FENCE 2 3 HS EA - - - - - Y \ GB BT ■ - TAN VINYL FENCE, HE16HT PER Lu 5 ■ PLANS O w o • HM I PROPERTY LINE (VERIFY) ` I — — 6 5 1 i I 1 ■ o HM I 1 ■ 10 QUANTITY UJ w 3 GA JB H PLANT IDENTIFICATION KEY &70 z SE, = 5 5 16 15 : ++++++++ TURF SOD OVER 6 RN 14 + + + + APPROVED TOP SOIL AS O O 3 G 13 I� ++++++++ SPECIFIED. ( , ° I 5 5 BLOCK 3 I v / w I RN LA Q w ■ ` w ■ 3" DEPTH OF 2" MINUS r/'1 Q 5 1 BARK MULCH OVERJ w o SS I I I I I APPROVED TOPSOIL AS M w 5 1-75 I I I SPECIFIED. w 3 LA 5 ACCESS HS . Q cow ■ G 17 SS $ 6 BE61N + + APPROVED ROAD MIX M �+ Q + + + + B I GRAVEL IN ARROW DITCH W 5 + +- + + O HS 7 + +--+ . $ HM + f+ ■ + + + + + + + + + . + + + + ' w U, z 6 18I I 2 + �f + + + + + + + r + + + + + + + +t' + + + 3 �� / 5 �/ ■ B TG 5EGIN 6 AG CALLOUT LEGEND S. MURL 0 A VE. I w p� F AD 1 .. 6 2 � 40' x 40' VISION TRIANGLE w --+ 2 20' x 10' VISION TRIANGLE UJ + + + + + + + + + + ` + + + + + + ++++ �+ + +�+ + ++ + ++� f + + + 3 SAVE AND PROTECT EXISTING LAN05GAPE AROUND > _ Iq ++*+ + O EXISTING RESIDENCE U n + ++ 4 SAVE AND PROTECT EXISTING 6"-O' VINYL FENCE0 Q + + I M _ III 0 1 + J J 5 2'-O" TALL BERM IN COMBINATION WITH FENCE i o + + I ■ + I 1 - ■ 6 PROPOSED 6'-0" TALL TAN VINYL FENCE, SEE DETAIL I/L1.0 W W = r + ' + I �J 0 6 ,-/+ I I W W PROPOSED 4'-0" TALL TAN VINYL FENCE, SEE DETAIL W 0 j y" F"r++ Z ■ Z 2/LI.O � C) LU 20 W W 6'-O" o � � � +/ � ■ PROPOSED TALL VINYL FENCE WITH 3'-0" STEP DOWN Q HM W W O IN THIS APPROXIMATE AREA, SEE DETAIL I/LI.I ( l C 5 + + 4 5 6 PROPOSED 6'-O" TALL WROUGHT IRON FENCE, SEE DETAIL RN D ++ ++ W ■ W 3/L 1.5 a) 3 BLOCK 2 I = = 10 PLAYGROUND U EA 5 HS 6 +0 1 I I U ■ U O STORMWATER POND IN THIS APPROXIMATE LOCATION, PER O 00 HM 00 7 + 1 Q F- 11 CIVIL SHEETS 3: 3 0 HM 2 ♦ + + ■ c v + / 12 INSTALL TURF TO CENTER LINE OF BORROW DITCH p SB HS CA 21 +++++ 3 MATCHLINE - SEE SHEET SL1.1 ■ -- I� G n ' ++ I s *�%++ 7 MATCHLINE - SEE SHEET SL1 .2 -_ 3 �- 5 3 3 . _ C� >'WCW y a . O yWui�W2� �I yWpC00;� 2W� C Z� LANDSCAPE PLAN — AREA ONE �� -z0QYZ0z 30 O 30 60 q0 C07i CIO t� Nozc�ig�� m C o SCALE: I"= 30'-0" Q 2>uki g rn REVISIONS o. Date Description c rn 0 o 04 PROJECT NO.: U Ir 20091 B v DRAWN BY: U TM Z N CHECKED BY: U CC a J6 G DATE: J 0 09/30/2020 LU o0 0 SHEET NUMBER A I- 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT WHPACIFIC, INC. TREE MITIGATION NOTES: PLANT SCHEDULE - - - - v °°Z�°�EfE F❑L�000000 I. THE EXISTING TREES TO BE REMOVED THAT REQUIRE MITIGATION ARE AS FOLLOWS FROM QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS ppop 5� ZTZo<<" THE INTERIOR OF THE SITE (AS NOTED ON PLAN): DECIDUOUS SHADE TREES oo� (1) 32" GAL. SILVER MAPLE PRELIAL MINARY - (I) 20" GAL. CRABAPPLE Iq AG Acer platanoides 'Grimson King' Grimson King Maple 2" GAL. BBB 45'H x 35'W 11 - NOT FOR W _- I CONSTRUCTION - (I) 13" GAL. PINE 15 AD Acer platanoides 'Deborah' Deborah Norway Maple 2' GAL. BffB 50'H x 50'W II i - -- � ,may 10 PA Platinus acerifolia 'Bloodgood' Bloodgood London Plane Tree 2 GAL. BBB 50H x 40W Z TOTAL FOR MI I6ATON ER IN65EGALIPEREINDGHES 88 TG OR Qulerc�s�abrato 6reenspire' 6reenNorthern lRedLinden Oak 2" GAL. BBB 50'H x 3�W III I / / I, 0000�ooVop0000�°°° �+ f � o 2. THE METHOD OF MITIGATION USED HILL BE TO PROPOSED (33) OEGIDUOUS SHADE TREES CONIFEROUS TREES •� �I ��� OF 2" CALIPER. (SEE PLANT SGHEDULE) THIS RESULTS IN AN ADDITIONAL 66 CALIPER Cl PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6-7' HT. B&B 30'H X 15'W INCHES NOT INGLUDIN6 THE CALIPER INCHES OF THE REQUIRED PROPOSED TREES. �� I w ORNAMENTAL TREES �� ,�; E M AREA 2 — — o N 16 A6 Acer ginnala Amur Maple 2" GAL. B8B 20'H x 20'W I IIII ? � .s z � a TREE MITIGATION NOTES 17 GC Gercis canodensis Eastern Redbud 2" GAL. B$B 25'H x 20'W I I' — — N o I I II I yOj N .V N W 0 0 ~ 14 MS Malus x S rin Snow S Spring Snow Graba le 2 GAL. B8B 25H x 25W I �s E = a CU Is 3 0 w SHRUBS/PERENNIALS/ORNAMENTAL GRASSES ` c E U . ° I3 w I. THE LANDSCAPE ARCHITECT MET WITH MATT PERKINS, THE CITY ARBORIST, III pl a m E CD a w TO ESTABLISH MIT16ATION REQUIREMENTS FOR REMOVAL OF EXISTING v Y c�� p u I I I I 01 CO O cc O L TREES ON AUGUST 25, 2020. 54 BT Berberis thunbergii Rose Glow Rose 6low Japanese Barberry #2 5 H X 4 W U rCn, o s a ob N o �' o I I I I 'O NO (a0 3 O C z a Q 43 GA Galamagrostis x acutiflora Overdam Overdam Feather Reed brass #I 6 H x 3 W O L L D O cn Z 55 GB Gornus olba 'Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W w 3 t C D ° . . . . . . 3 � a -0Cl N 30 EA Euonymus olotus 'Gompoctus' Dwarf Winged Burning Bush #5 6'H X 6'W LL 60 HS Helictotrichon sempervirens Blue Oat Grass #1 2'H X 2'W - • ■ - 117 HM Hemerocallis x 'Stella d'Oro' Stella d'Oro Daylily #1 2'H X 2'W L 53 LA Lavendula angustifolia 'Munstead' Munstead Lavender #I 2'H X 3'W KEY MAPLu 56 MA Mahonia aquifolium 'Gompacta' Compact Oregon Grape #2 3'H X 4'W Z� F 60 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 5'W 200 0 200 400 600 m 73 RN Rosa x 'Noaschnee' Pink Flower Carpet Rose #2 2'H X 3'W , W 41 SS Salvia x sylvestris 'Moinocht' May Night Salvia #1 2'H X 2'W SCALE: I"= 200'-0" 77 SIB Spiraeo x bumaldo '6oldflame' 6oldflame Spirea #2 4'H X 4'W 47 VG Viburnum corlesii Korean S ice Viburnum #5 6'H X 6'W o 0 m 0 HS GA 21 +++++ 3 MATCHLINE — SSE SHEET SL1.1 ' LANDSCAPE LEGEND // U ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ i s G +++ %++ MATCHLINE — SEE SHEET SL1.2 - - s 7 3 3 7 3 + - PF 1 w 7 5 GB EA A6 MA HM rn +� + + � 5 5 'F BT 6 TREES TO BE REMOVED CA LA 5 +, +" AD + VC 5 I + y + VG O PLANTS TO BE INSTALLED Lu 6 5 17 HS 7 � ' -r �+ q � - �� + + + 3 + + + + q �� � \I CV ■ c� O � Lu z RN ACCESS HM + + SB + + QR + + + + + + ■ w 5 6 END + + + + + + + + + + + + + + + + + + 3 $ / Q '•Q Copyright c�2020 6 �. + + + + + + + + + + + + ,' + + + + + HM J J z LA + + 2 / �-+ + + + + + + + + + + + + + + + + + + 5 I All rights reserved. Reproduction or use in any form o J VISION TRIANGLE or by any means without written permission of 2 Breckon Land Design,Inc.is unlawful and subject to 0 5 2 + / ��' + + + + + + + + + + + + + + + + + + + + + + CC + + + W ■ W J + criminal prosecution . + .r + + + + + + + + + + + + + + + � � -------------------- GUT EDGE AS DETAILED 5 + + + + + + + + + + + + + + RN 3 Lu + + HS , + + + +-,+ + + + + + + +`� U) � BERM 7 5 + + + + f + 12 + + + + + + HM + W W GG �, + + + + + +'+ + + + + + + + + +r ,� + BT + + � I LU n 6'-0" WROUGHT IRON FENCE ° HM + �i i `, +++++++++++++ +++ + +++++++++ +++++ + + ++ ++++ + + + \x I Q BE61N 6 2 + + + + + + + + + + + + + + + + + + + + + + TAN VINYL FENCE, HE16HT PER W + + + + + + + + + + + + + 10 + + + + + + + + 3 W W 22 + 5 + + + + + + + + + + + + + + + + + + + Z Z PLANS + M ,�"+ + + + + + + + + + + + + + + + CB + ■ Lu + 3 + + � + + + + + + + + + + + + + + + + +i _ _ AD + + + + + + + + + + + + + + + + 3 _ ■ = PROPERTY LINE (VERIFY) + + + + + + + + + + + 1 + + + pM U U + +`� + + + + + f + + + + + + 6 + 6 + .+ + I lO QUANTITY o + 7 5 + + + + +. + + + + + QR ��1 + Q I Q PLANT IDENTIFICATION KEY 0 + + BLOCK 2 EA + + + + + + + + + + + HM + p Q C3 + HM + + + + + + + I ■ JB H + + + + + + + 5 + 3 + o ,+ + + z0 + + + + + + + + + + PA + + + + + 3 + + ++ + + 3 ++i 5 + + + + w I I / O + + + + + + + + + + RN RN + + + + TURF SOD OVER + + + + + + + + + + + 3 + + __ - + + + + + + + M + I _ + 1 3 - 3 , 7 I + + + + APPROVED TOP SOIL AS O + + + + + + + + + + + + + NJS + + + + + + + + + N10 + 6 + A6 + + + + + Q + + + F + 3 + + 5 LA + + 5 ■ + + + + SPECIFIED. + 1 �+ _ ' I + 7 + + + + + + + + + + + + + LA + + + + + + + + + + + + HM BE61N + + + + Lu 4 + , GB Op0 + HM + + + + + + + + + + + + + + + + PM + + + + + + + + + + ■ r n ' IJ1 V J w END 7 3" DEPTH OF 2" MINUS > z + 1 + + + + + + + + + + + + + + + + + + + + + + 1�� + + + + + + + + ,'� + + + + + + + +�'�+ + + + + + + BARK MULCH OVER \ I I o + + + + + + + + + + + + + + + + + + +—++ + + +—+ -� +—+ + r + ■+ + J CO J + + + + + + ++—+ + + + + + + + APPROVED TOPSOIL AS ` ' LL + 5 SPECIFIED. � & 4 I 0 00 G + TG AG 23 + I S. S. CACHE CREEK AVE. ■ APPROVED ROAD MIX M 5 ■ GRAVEL IN BARROW DITCH W + AD z O I + + + + + + + + + + + + + + + + + + + C) 0 < ++ r F-- — — — + + + ++++++- + ++ + + . . . +1 + ) + + < + CALLOUT LEGEND t + U J F + I O + i Tom 1 40' x 40' VISION TRIANGLE w ++ 1 I 2 20' x 10' VISION TRIANGLE W + + 4 + ■ w + Q .., 3 SAVE AND PROTECT EXISTING LANDSCAPE AROUND > ^ > 24 TG O + I O EXISTING RESIDENCE U 0— tz + j + 0p +� � + 4 SAVE AND PROTECT EXISTING 6"-O' VINYL FENCE n + t+ 3 4 5 6 + + 1 ■ 5 2'-0" TALL BERM IN GOMBINATION WITH FENCE 1 o I + + I N ' + GE -U I+ BLOCK I + + 6 PROPOSED 6'-0" TALL TAN VINYL FENCE, SEE DETAIL I/L1.0 UJ + PROPOSED 4'-0" TALL TAN VINYL FENCE, SEE DETAIL ( ,E o - - \ + I I I +t ��^ + I ■ O 2/LI.O 3 `� 1 I o ++' + I I + 1 I $ PROPOSED 6'-0" TALL VINYL FENGE WITH 3'-0" STEP DOWN Q rn V, � + I + ■ IN THIS APPROXIMATE AREA, SEE DETAIL I/LI.I � \ v♦ z + v PROPOSED 6'-O" TALL WROUGHT IRON FENCE, SEE DETAIL � Q +t + - - _ + ++ I 3/L1.5 +I �,� - 4 BE61N Q- 25 4 4 END 4 + + 4 ■ 10 PLAYGROUND U m O STORMWATER POND IN THIS APPROXIMATE LOCATION, PER + + G CIVIL SHEETS C + + ■ 12 INSTALL TURF TO CENTER LINE OF BORROW DITCH + II+ 2 : +{ + LLI■ ti +�I + + ? �O0� �W + If �1 I \ o 54 WMQ 00- + 5 + • �aC�QCWW ■ 2W�UZIt� + AG w/ t� No°ag°2z m +� ++ I pack �g c0 26 +}t �+ ��>W + I + 1 REVISIONS + + o. ate Description c J � 6 END + + 6' 4 END 4 + + 4 BE61N 4 o BE61 N + + PROJECT NO.: _ _ .. U Ir 20091 B DRAWN BY: Z� LANDSCAPE PLAN - AREA TWO TH CHECKED BY: 30 0 30 60 90 J6 0 U SCALE: I"= 50'-0" DATE: J 0 09/30/2020 LU o0 SHEET NUMBER 0 A L1.2 0 - 0- I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 OHKG'NA_ SJRVEY ON A WJPAC C, INC. - - - - - ��� o0000000❑❑00000000 PLANT HEDULE : - - ■ '-_ � �� � �1��� 00000�ZE of ID.g,o.�OOoo ■ O , r i �� � ,'100000J6 g�StilgST Z 8, ,�o OTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS S. LOCUST G1�OVE IUD. I �I PRELIMINARY DECIDUOUS SHADE TREES I _ ' ■ � -_�=��� •� J ii- NOT FOR w ` 00 ICI AG Acer platanoides 'Grimson King' Grimson King Maple 2" GAL. Bff B 45'H x 35'W 11 . _ _ ■ _ _ + +*+�+�++++ + _ __ t I j CONSTRUCTION ° 15 AD Acer platanoides 'Deborah' Deborah Norway Maple 2" GAL. B4B 50'H x 50'W II - - _ - 3 \� -- - �� �j oo��j ��oo� 10 PA Platinus ocerifolia Blood good' Blood good London Plane Tree 2" GAL. B4B 50'H x 40'W 111 _� + + +__ 3 + + + + + + + o I jll�l ��/ III 000�q>000 z g g + + + + GG - t�+ + 2b TG Till cordata 'Greenspire' 6reenspire Linden 2" GAL. B4B 40'H x 30'W 11 + + ■+ + + + _ 20 NDSGAPE BUF>=E� + 7 EA O -, + oO�oa000 pp0p0000 b OR Quercus rubra Northern Red Oak 2" GAL. Bff B 50'H x 35'W III + +■ + + + + + ++ + + +�� +- +-+ *_++-+- +- + + + + + MA + + 0 0"'t + AREA 3 II ° + + + I + + + + + + + + + + + + + +� + + + + + + + _ _ _ - + + - - --4 I I� �I Z EA + + + + + + + + + + + + i + + + + t_+ - - - 0 + 3 I j�jl,l Pilj I II o CONIFEROUS TREES +♦+ + -+ 5 _ �}{7 I I , I, I I , T - f GA I I jl j III/ �I q PF Pinus flexilis 'Vanderwolf' Vanderwolf Pine 6--1' HT. BBB 30'H X 15'W TTT o- ---- y �+ 1 O \ 6 M ORNAMENTAL TREES ° _ 5 _ - 5 LA - - -� -= =_� __ -�J , o o 7 PM ----- _ ------ -- 3 5 3 - 5 13 / VC 5 I � I =� c a 16 A6 Acer ginnala Amur Maple 2 GAL. 545 20 H x 20 W I - I - - MS / + - _ I o ��, 17 CG Gel canodensis Eastern Redbud 2" GAL. B4B 25'H x 20'W 1 3 GB 3 BT 3 PM \ N +\ a N ■ SS HS HS SS v ++ �i I I I .E a ° z 14 MS Malus x S rin Snow Spring Snow Graba le 2 GAL. Bff B 25 H x 25 W I I I a E co M w SHRUBS/PERENNIALS/ORNAMENTAL GRASSES + z� i I I I _ _ _ = Y o U + '� I W N.� L Oa °L' aoN OU o 54 BT Berberis thunbergii 'Rose Glow' Rose blow Japanese Barberry #2 5'H X 4'W 1 ® + _ -a N Q -a CU o �; z 43 GA Galamagrostis x acutiflora Overdam Overdam Feather Reed Grass #1 6 H x 3 W I 1 5 CJ J W c�� _J 3 L cO co o 35 GB Gornus alba 'Bailhalo' Ivory Halo Dogwood #5 5'H X 5'W ■ I Gg r +�\�+� ' ' ' ' ' ' 3 " W CO I w 30 EA Euonymus alatus 'Gompactus' Dwarf Winged Burning Bush #5 6'H X 6'W 60 H5 Helictotrlchon sempervlrens Blue Oat Grass #1 2'H X 2'W / . t++ +� L 117 HM Hemerocallis x 'Stella d'Oro' Stella d'Oro Daylily #I 2'H X 2'W ■ / I rnE� KEY MAP w 53 LA Lavendula an ustifolia 'Munstead' Munstead Lavender #1 2'H X 3'W ■ + 56 MA Mohonia a uifolium 'Gom acto' Gom act Oregon bra e #2 3'H X 4'W 12 II 10 6 i + + Z■ ; 60 PM Pinus mugo'Slowmound' p Slowmound Dwarf Mugo Pine #5 3'H X 5'W + + 200 O 200 400 600 73 RN Rosa x 'Noaschnee' Pink Flower Carpet Rose #2 2'H X 3'VI ■ I F I++++ SCALE: I"= 200'-0" , 41 SS Salvia x sylvestris Mainacht May Night Salvia #1 2'H X 2 W + + a 77 SB Spiraea x bumalda '6oldflame' 6oldflame Spirea #2 4'H X 4'W ■ 1 7 t + 47 VG Viburnum carlesii Korean Spice Viburnum #5 6'H X 6'W + I 1 BT t + ` / 3 ++�+ I o LANDSCAPE NOTES: � TCi ;+ � ++'+ Q + + + + + 20„ , 5 ++ LANDSCAPE LEGEND K I. CONTRACTOR SHALL REPORT TO LANDSCAPE ARCHITECT ALL CONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXECUTION OF THIS WORK, PRIOR TO BE6INNIN6 WORK. - + + 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSCAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF SIMILAR SIZE AND GHARAGTER MAY BE ■ + 5 I + ' CONSIDERED IF SPECIFIED PLANT MATERIALS GAN NOT BE OBTAINED. + J + + VG + + TREES TO BE REMOVED + + + + + + +. + + + + + + + + I + 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. -r +-�-� +-+ t + I �+ w 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUGTION START-UP. - - + I + + 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. ■ + + 7 I I+ 'I 10 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF NOT IN A SOUND AND HEALTHY ■ 6 + SB ++I+ O PLANTS TO BE INSTALLED CONDITION. I + + z 7. IN THE EVENT OF A PLANT COUNT DISGREPANGY, PLANT SYMBOLS SHALL OVERRIDE 5GHEOULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. I URLO A VE. TG 6 1 +++ 10+ Copyright c�2020 Z b. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3 DEPTH OF LARGE �2 MINUS BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. ■ 4 + + + All rights reserved. Reproduction or use m any form o q. ALL PLANT MATERIAL SHALL BE 6UARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR ■ AD + + VISION TRIANGLE or by any means wimoutwritten permission ot NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO COST TO THE OWNER. + 1 +++ Breckon Land Design,Inc.is unlawful and subject to 0 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE SITE GRADING PLAN. + +_ ++ + + criminal prosecution. J + + + + 32» I+ ____________________ GUT EDGE AS DETAILED w II. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE CUBIC YARDS OF APPROVED COMPOST PER 1000 SQUARE FEET. ROTO-TILL OR6ANIG MATTER A MINIMUM OF 6 INGHES + + + + + + + + + + + + + + ++ 1 e INTO TOPSOIL. + + + ++ 8 + ++I+ BERM z 12. FERTILIZE ALL TREES AND SHRUBS WITH 'Al FORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. +�+ ' i/ Q 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM lb" DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, GOMPAGT, AND FINE GRADE TOPSOIL TO A /� I M ++\ ++ I, I ++I 6'-0" WROUGHT IRON FENCE ° SMOOTH AND UNIFORM GRADE 3" BELOW ADJAGENT SURFAGES OF PLANTER BED AREAS, 1-1/2" BELOW ADJAGENT SURFACES OF TURF SOD AREAS, AND I" BELOW ADJACENT SURFAGES 6 + + 4 + + I F OF TURF SEED AREAS. J ■ J I 1+ + TAN VINYL FENCE, HEIGHT PER w 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY SUITABILITY AND CONDITION OF TOPSOIL AS A ■ I RN +++ +++ PLANS o GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, L J L J +I+ + 5 �i + a GLEAN AND FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT W I W +i PM t, + - - PROPERTY LINE (VERIFY) UJ Z MEET THESE MINIMUM STANDARDS, CONTRACTOR IS RESPONSIBLE TO EITHER: _ _ + h + ° A) PROVIDE APPROVED IMPORTED TOPSOIL OR � � + _ _ t + 10 QUANTITY B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSCAPE ARCHITECT. W W - - 7 y t JB PLANT IDENTIFICATION KEY H 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, W W + M t++ O Ir z WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. I 7 8 + + + +1 + + + + w A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVIN6 SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJEGT SITE. OBTAIN TOPSOIL ONLY FROM W ■ W I 6 I + + A + + + + TURF SOD OVER NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INCHES. Z i Z 3 + ++ i + + + + + APPROVED TOP SOIL AS0 B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY, TOXICITY, AND 6ENERAL TEXTURE BY A REG06NIZED COMMERCIAL OR GOVERNMENT A6ENGY AND COPIES J J I plq +I + L1 .5 I I + ++++++++ SPECIFIED. U N OF THE TESTING AGENGYS FINDIN65 AND RECOMMENDATIONS SHALL BE FURNISHED TO THE OWNERS REPRESENTATIVE BY THE CONTRACTOR. NO TOPSOIL SHALL BE DELIVERED IN A = = > FROZEN OR MUDDY CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5S TO 7.6. U ■ U I 3 � + 7 I I I 3 DEPTH OF 2 MINUS 16. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSCAPE OPERATIONS AND DISPOSE OF PROPERLY OFF SITE. Q ■ Q SB + i I + � CD � z 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" GLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. TREES SHALL NOT BE PLANTED WITHIN 5'-O" OF AN 3 BLOCK 3 I �I BARK MULCH OVER Q 6 rl APPROVED TOPSOIL AS > LL A.G.H.D. SIDEWALK. + + 0. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM ANY AND ALL GONTAMINATION DURING THE 6ON5TRUGTION AND INSTALLATION OF THE LAN05GAPE VC t I + SPECIFIED. w w & IRRIGATION SYSTEM. ■ + �I+ ++ Q G Iq. IN THE EVENT OF A DISGREPANGY, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. + O 5 ++++ APPROVED ROAD MIX M Q F PF + + - - EA + GRAVEL IN BARROW DITCH W O Q IRRIGATION NOTES: VG ■ + + + z i PA I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER SYSTEM WHIGH INSURES COMPLETE GOVERAGE AND PROPERLY ZONED FOR REQUIRED WATER USES. I + +i I O CD Q EAGH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. 7 I + I t + 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. + w I *++ o< 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18" AT PLANTER BEDS. J ■ J 3 + + + + CALLOUT LEGEND 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB MA55IN65 SHALL HAVE A POP-UP SPRAY ■ + + 5 + ++� I�-I o< SYSTEM. Cn I Cn VC �+ I� �+ 6 CB + 5. ELEGTRONIG WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: C F UJ a. PRECISE INDIVIDUAL STATION TIMING W ■ W +� O + I 5 + O 1 40' x 40' VISION TRIANGLE w b. RUN TIME GAPABILITIES FOR EXTREMES IN PREGIPITATION RATES W ■ W z c. AT LEAST ONE PROGRAM FOR EAGH HYDROZONE _ = 3 + + + 3 0 1I+++ 20' x 10' VISION TRIANGLE w d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF I C/) SB e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. W W I 0 + + + ~ Q SAVE AND PROTECT EXISTING LAN05GAPE AROUND / 1 > W ■ W I 5 + G + EXISTING RESIDENCE v � 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. PM + � � + O Q ^ UJ 0- 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD GOVERA6E WITH TRIANGULAR 5PAGIN6. � ■ C 11 10 + + ~] A- - - - - 3 tI iN++t 4 SAVE AND PROTECT EXISTING 6"-O' VINYL FENCE _ L.L 5. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVER5PRAY ONTO IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). W W O Q wF I I I o q. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE ZONES. APPROVE Q.G.V. LOCATIONS WITH LANDSCAPE ARCHITECT. Z Z BLOCK 2 r t + C �(L + 5 2'-O" TALL BERM IN COMBINATION WITH FENCE W ° TOPSOIL NOTES 9 + PF iUJ � + 6 PROPOSED 6'-O" TALL TAN VINYL FENCE, SEE DETAIL I/L I.O = ( � 0 I ++ + + 3 id + O PROPOSED 4'-0" TALL TAN VINYL FENCE, SEE DETAIL ^ E o I. TOPSOIL REQUIREMENTS: ASTM D 5265, PH RANGE OF 5.5 TO 7, FOUR PERCENT OR6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INGH OR LARGER IN ANY DIMENSION, AND OTHER Q Q + + C i IM + 2/LI.O v 5 CD EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. ■ 5 + + + 5 + � L Q 0 2. TOPSOIL SOURGE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY ■ RN ++ + 5 ++� 8 PROPOSED 6'-0" TALL VINYL FENCE WITH 3'-0" STEP DOWN o< FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, OR6ANIG MATTER LARGER THAN 2 INCHES IN ANY DIMENSION, AND OTHER EXTRANEOUS I pE + BT + O IN THIS APPROXIMATE AREA, SEE DETAIL I/LI.I CID OR TOXIC MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. 7 I I + ++ ++ 3 r BEGIN PROPOSED 6'-O" TALL WROUGHT IRON FENCE, SEE DETAIL 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A REG06NIZED COMMERCIAL OR GOVERNMENT A6ENGY AND COPIES OF THE TESTING 0 /+ +� T 6 O A6ENGY'S FINDIN65 AND RECOMMENDATIONS SHALL BE FURNISHED TO THE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE =61N 0 3 SB } + 3/L1.5 SPECIFIED PH AND OR6ANIG REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE PLAGED WHILE IN A zijz + ' + PM 3 + 5 10 PLAYGROUND U FROZEN OR MUDDY CONDITION. + + +� t 3 3 RN + LA O 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED TO + + + + + + + + �+ + + + + + + + + + 1� ,� 9 END PM BT + 11 STORMWATER POND IN THIS APPROXIMATE LOCATION, PER a) BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED. + +++ + + - + + ++ +- + CIVIL SHEETS � 5. GOMPAGTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: o A. LAWN AREAS: q INCHES MINIMUM OR AS NECESSARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. qC 5 p p 0 O 9++� 12 INSTALL TURF TO CENTER LINE OF BORROW DITCH p B. PLANTER BEDS: 15 INCHES MINIMUM PM + + (0 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE ■ S. CACHE CPEEK A VE. + 3 + + 5 + W OF TOPSOIL SHALL BE 2" BELOW FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND I" FOR SEED. ■ LA 3 + 7 + + + + 3 + 7. TOPSOIL STOCKPILE LOCATIONS TO BE GOVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. + + + + + HS 3 + + C 3 + + + + + + + M + + + + + t + b. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROGK GG 5 BT MATERIALS SHALL BE 5TOGKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSCAPE AREAS TO PREVENT LANDSCAPE AREAS FROM BEING GONTAMINATED WITH ROCK MATERIALS. + + + + + + + + + + + MS + + + + 6 + + ti r �� + + + + + + + + + RN + + + + + + + + + + + W W y CONTRACTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. + + + � T + + + + + + + + + + + + + + + + + + + + + + + + + + + + SB +, + a c c°� ° + + + + + f + + .. . + + + + + + + + + + + + + + + + + + + + + + + + + + + + y W Z a 7 + + + + + + + + + + + + + + + + + + + + + + + Ii + \� ym°o°°► 5TURFAREAPREPARATIONNOTES: + + + + + + + + + + + + + + + + + + + + + 3 + + '� BEGIN 9 � + + + + + + + + + + + + + + + + + + + + + + Q + / � �t -0 I. LIMIT TURF SUB&RADE PREPARATION TO AREAS TO BE PLANTED. ■ y + 5 + + + + + + + + + + + + + + + + + + + + + 3 + mac a Q m _0 2. NEWLY GRADED 5UBGRADES: LOOSEN 5UBGRADE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND ■ i+ + + + + + + + + + + + + + + + + + + + + + C� w° Q 2 + + LA + + + + + + + + + + + + + + + + + + + + VC °v C o OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. I t + 5 + + + + + + + + + + + + + + + + + + + + + + + - 3. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. I + + + + + + + + + + + + + + + + + + + + + + + + + ° 1 4. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD. ■ I + TG + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + REVISIONS � 5. UNCHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXCAVATING, GRADING, OR SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE ■ + 5 + + + + + + + .4 + + + + + + + + + + + + + + + _0 SOIL AS FOLLOWS: + + BT + + + + + + + + + + + + + + + + + + + 9 + o No. Date Description _ + + + + + + + + + + + + + + + + + + + + + + + A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL. + 5 + + + + + + + + + + + + + + + + + + + + + + �� J B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INCHES. APPLY SOIL AMENDMENTS AND FERTILIZERS AGGORDIN6 TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY + + + + + + + + + + + + + + + + + + + + + + C INTO TOP 6 INCHES OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. ■ + + i"1 + + + + + + + + + + + + + + + + + + + + 6' 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFACE SOIL BEFORE LOOSENING. ■ + + + + + + + + + + + + + + + + + + + + Y� 0 2 3 I + 5 + + + + + + 11 + + + + + + + + + + + + ` o A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. Pi•.i + + + + + + + + + + + + + + + + + + �� r � B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, VEGETATION, AND TURF, OFF OWNER'S PROPERTY. I + + + + + + + + + + + + + + + + + + + + q- PROJECT NO.: 0 + + + + + + + + + + + + + + + + + + + + O < 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 ■ 9 + + + + + + + + + + + + + + + + + + + + + + 20091 ELEVATION. ROLL AND RAKE, REMOVE RID6E5, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. + + + + + + + + + + + + + + + + + + + + + °O B V b. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. ■ I t + + + + + + + + + + + + + + + + + + + + + �j_ DRAWN BY: _ + + + + + + + + + + + + + + + + + + + !'V � q. BEFORE PLANTING, OBTAIN LANDSCAPE ARCHITECTS ACCEPTANCE OF FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH GRADING. + 5 + + + + + + + + + + + + + + + + + `(� TM + + SB + + + + + + + + + + + + + + + + (�� �, ■ V CHECKED BY: � WEEDABATEMENTNOTES: + + + + + + + + + + + + + + + + + �B + 3 + + + + + + + + + + + + t VG + + + + + + + + BEGIN 9 + + U + + + + + + + + + + + + DATE: J I. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR HYDROSEEDIN6. 4 + + + 4 + + + + + SEND 4 0 2. GONTRACTOR SHALL SPRAY ALL EXPOSED WEEDS WITH GROUND-UP-4 (CONTACT HERBICIDE) OR APPROVED EQUAL. ■ END 9 � + + + + + + + + + + + + + � 09/30/2020 LU 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. ■ x � 0 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF THIS WATERING PERIOD, DISCONTINUE WATERING FOR � THREE TO FIVE (3-5) DAYS. / wvv SHEET NUMBER ^ 5. APPLY SECOND APPLICATION OF ©ROUND-UP& TO ALL EXPOSED WEEDS. APPLY IN STRICT GONFORMANGE WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. DO NOT WATER LANDSCAPE PLAN AREA THREELL A n FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. L13 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATIONS, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A THIRD APPLICATION. Z� 6' 7. AT THE TIME OF PLANTING AND HYDRO5EEDIN6, ALL PLANTING AREAS SHALL BE WEED FREE. 30 0 30 60 q0 SCALE: I"= 30'-0" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORKG'NA_ SJRVEY ON I_- A I WJPAC C, INC. 'A' A' °°°oZOF �o o1D�OOOo A = LENGTH, AS SPECIFIED 000°° 5S ITZ o°Oo ` OR PER PLANT SCHEDULE S'a y P 0° PRELIMINARY 3" DEPTH OF MULCH AT B = 05% OF 'A' N OT F-0 Ft w 8„ PLANTER BEDS CONSTRUCTION 000000�0000 ; PLAN VIEW 0 Z Z IIIII IIIII IIIII l IIIII APPROVED TOPSOIL AND SOIL EDGING, PER PLANS AND DETAILS W AMENDMENTS AS SPECIFIED w o E o FINISH GRADE 6ROUN000VER PLANTING PER 0 a) > M CONSTRUCT 2 EARTH PER PLANS GUT EDGE op PLANTING PLAN R) Ip o � o BERM AT EDGE OF 1 ROOTBALL, FILL TREE PLANTER BED CUT EDGE L 5 00 E ° � n Z ° w RING WITH MULCH, AS15 SPECIFIED. G PEP, PLANS, DEPTH OVER � o a' z FINISH NOT TO SCALE Ir _ / ENTIRE BED. DO NOT COVER CROWNS � U o E 0 � U OF PLANTS = Q us Y 0 L GRADE 3" THICK MULCH (4TYPICAL AT TREES IN TURF AREAS) /��/ ������ �� ���� w �.o r L � a o 0 LAYER, KEEP MULCH 3" /jA/j A/jA/jA/jA///j /�/� SPLIT ALL ROOT BOUND ROOTS WITH 3 = o 3 N C cc z a SLOPE PER AWAY FROM TRUNK. �A//�A /�A//�A//�A//�A /�A//�A// EC2UAL SPACED VERTICAL GUTS. ; ; aCIE C30 PLANS 1 /�X//� /�/��/��/� x CID �/��/�� /�/��/�� BAGKFILL MULCH TO /��/��/��/��/��/��/��/��/��/��/� DEWITT PRO 5 WEED BARRIER FABRIC • _ • • - III - /ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/ice/i /�/i z TOP OF EARTH DAM. \ /A /A /A /A /A/A/A/A/A/A/A/A/A/A /A OR APPROVED EG2UAL /i/i/i/i/i/i/i/i/i/i �i /i /i/i/i w ���� ��!��AwV�/ �A�V��V�/\��A�V�� �A� w TILL SOIL TO A DEPTH OF 12 , SLOPE PER WHEN PRESENT: BUD BAGKFILL WITH APPROVED TOPSO I L //// PLANS POINT (A MINOR ROOT FLARE/COLLAR (SWELLING AT _III �' AND SOIL AMENDMENTS, AS SPECIFIED. w / / / / /�A //�A/ / /�A / / / CROOK I N THE TRUNK SOIL LINE WHERE STEM TISSUE -III - _III_ Q w �j��j��j/ ��j�� j/ j��j��A JUST ABOVE THE TRANSITIONS INTO ROOT TISSUE) TO SUB6RADE A / / ////�// �� //�// / SOIL LINE) TO BE 0 � � BE AT SOIL LINE. �^°- / FINISH APPROXIMATELY I Y2" SECTION N - /A I- PREVAILIN6 WID / / SIDES OF HOLEAROU6H ABOVE THE SOIL ROOT PROBE �� _n y DIRECTION NOTES:IIIIIIII III III III III III III �d � y S UNEVEN ; I. ALL 6ROUN000VER PLANTS TO BE PLANTED ON CENTER AND IN A -N , .�j�.'�� TRIANGULAR PATTERN. III 111 SOIL LINE �` =c�e_ t , 1 WIDTH WIDTH WIDTH WIDTH WIDT BAGKFILL WITH a+�' �d� �N 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURERS o ii ti - = s REMOVE DEAD/DAMAGED BRANCHES REGOMMENDATI ONS TO ALL GROUNDGOVER BEDS. o K OF BALL OF BALL OF BALL OF BALL OF BALL APPROVED TOPSOIL '°-` AND PRUNE TO INTERNATIONAL Z rt 5' MIN. DIA. AND SOIL AMENDMENTS 1 z _ PERENNIAL & GROUNDCOVER w �P 1� AS SPECIFIED. � �yr� � ' SOCIETY OF ARBORICULTURE U TREE RING �;u , =��' ��, �= STANDARDS; IMPROPERLY PRUNED w SET ROOTBALL ON NATIVE, UNDISTURBED " TREES (AS DETERMINED BY THE Spa P; N75 AIINOTES: SOIL WHERE APPLICABLE. NOTES: LANDSCAPE ARCHITECT) SHALL BE PLANTING HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT w I. SEE DECIDUOUS AND/OR CONIFEROUS TREE PLANTING DETAILS FOR ADDITIONAL BE 2" MAXIMUM REMOVE MAIN LEADER!! z INFORMATION. BELOW SOIL LINE. a" `,` " ,h Lu _ RUBBER CINCH TIE 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE UTILIZE SOIL/ROOTS° �� � ? Copyright C�2020 z y WHEN PRESENT: BUD All rights reserved. Reproduction or use in any form o CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PROBE AROUND ''9q, g w ft ,; r POINT (A MINOR or by any means without written permission of 2 3. LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER TRUNK (APPROX 1"-2" �, �' "' `'a q,' i° 2"x 2" WOOD STAKE (LENGTH AS ROOT FLARE/COLLAR (SWELLING AT Breckon Land Design,inc.is unlawful and subject to 0 PRIOR TO INSTALLATION OF PLANT MATERIAL. ,���`� °'"1( e CROOK IN THE TRUNK AWAY FROM TRUNK) SOIL LINE WHERE STEM TISSUE criminal prosecution. w , REQUIRED)-DO NOT PENETRATE JUST ABOVE THE J 4. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. ENSURE EARTH DAM DOES NOT LEAK g � u 1 � ' ' � � TRANSITIONS INTO ROOT TISSUE) TO Lu �r TO LOCATE HIGHESTy '' _ e' ROOTBALL. SEE NOTE I. SET STAKES SOIL LINE) TO BE OR ERODE AND REPAIR AS REQUIRED. �'�rl � "4&`�"= BE AT SOIL LINE. ROOTS. � .� ) ,'P PARALLEL TO PREVAILING WIND. APPROXIMATELY I Y2" PREVAILING WIND 0 a ABOVE THE SOIL ROOT PROS DIRECTION TREE PLANTING ON ��rv�.�i�P���r� i LINE w 1 �I��1 REMOVE TREE WRAP TRUNK ���� �� srr PROTECTION, AFTER INSTALLATION NOT TO SGALE �s � " SOIL LINE � " Lu REMOVE BURLAP, e, �.+ti��% �rcT„«� CONSTRUCT 2 EARTH BERM AT EDGE BERM OR SLOPE TWINE AND WIRE � frs C �q`� OF ROOTBALL, FILL TREE RING W/ 04 REMOVE DEAD/DAMAGED BRANCHES w BASKET FROM TOP � ��.w '� � MULCH AS SPECIFIED. AND PRUNE TO INTERNATIONAL � OF ROOTBALL, w w w ;'\ Q„%/'r, �� �`7� REMOVE ALL NAILS, �w _ � � 1i�` SOCIETY OF ARBORICULTURE 0 o U 3 THICK MULCH LAYER, KEEP MULCH STANDARDS; IMPROPERLY PRUNED w TIES, AND PLASTIC N �o z 3" AWAY FROM TRUNK. o w Q TREES (AS DETERMINED BY THE O H FROM ROOTBALL. IF J cv s LANDSCAPE ARCHITECT) SHALL BE 7 KEEP GROUND LINE SAME AS NURSERY LINE SYNTHETIC BURLAP IS oAm all. FINISH GRADE H16HEST ROOT SHALL 1 J _ REMOVED AND REPLACED. DO NOT L w UTILIZED TO WRAP BE 2" MAXIMUM et�� REMOVE MAIN LEADER!! w /j/j/j /j/j/j �/ �/ �/ �/ /j GOMMERGIAL SLOW RELEASE5-6 //—REMOVE ANY PLASTIC, BURLAP, NAILS, OR THE ROOTBALL, IT - /�/�/ / /� /�/ SHALL BE Q w ��//��//��// / /��/j�� ��//�� // //�//��/� FERTILIZER TABLETS BELOW SOIL LINE. OTHER MATERIALS FROM THE ROOTBALL o / / / / / / / / / / / UTILIZE SOIL/ROOT RUBBER CINCH TIE ° Lu WHIGH MAY LIMIT ROOT GROWTH COMPLETELY SIDES OF HOLE ROUGH d UNEVEN PROBE AROUND REMOVED. ONLY -III /A/ / TRUNK (APPROX 12 2„x 2 WOOD STAKE (LENGTH AS CD > CD Lu Lu CONSTRUCT 2" EARTH BERM TO FORM A BIODEGRADABLE \ \ III BAGKFILL WITH APPROVED TOPSOIL AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE WATER RETENTION BASIN, FILL BERM WITH BURLAP SHALL BE J o AND SOIL AMENDMENTS AS TO LOCATE HIGHEST ROOTBALL. SEE NOTE I. SET STAKES MULCH, AS SPECIFIED LEFT ON THE BOTTOM -III IIIII IIIIIIII SPECIFIED. BAGKFILL IN 6" LIFTS ROOTS. �° PARALLEL TO PREVAILIN6 WIND. � w - - OF THE ROOTBALL. w / o WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP z Q M Q MULCH, PER PLANS, 3" DEPTH OVER ENTIRE L16HTLY AS REQUIRED, BAGKFILL 0f 0 REMOVE TREE WRAP TRUNK OF BALL OF BALL OF BALL OF BALL OF BALL o G BED. DO NOT COVER CROWNS OF PLANTS SOIL EVEN W/ TOP OF ROOTBALL, w v PROTECTION, AFTER INSTALLATION Q DO NOT OVER GOMPAGTII J PROVIDE DEWITT PRO 5 WEED BARRIER 5' MIN. DIA. TREE RING O = • III IIIII- � O CONSTRUCT 2" EARTH BERM AT EDGEUJ FABRIC OR APPROVED EQUAL z w OF ROOTBALL, FILL TREE RING W/ z SET ROOTBALL ON NATIVE UNDISTURBED SOIL V) MULCH, AS SPECIFIED. PROVIDE COMMERCIAL FERTILIZER TABLETS NOTES: . m - - - - - AND BBIOSTIMULANT, AS SPECIFIED, FOR EACH I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO o 3" THICK MULCH LAYER, KEEP MULCH coV J INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF 3 AWAY FROM TRUNK. w WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGH EVER IS GREATER. ALL STAKING REMOVE BURLAP, � - BAGKFILL WITH APPROVED TOPSOIL AND TWINE, AND WIRE WIDTH OF SOIL AMENDMENTS FINISH GRADE AS SPECIFIED. BAGKFILL SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. BASKET FROM TOP �w 0 6 ROOTBALL 6,� IN 6" LIFTS WATER EACH LAYER DO NOT 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE ////////////// / /////�/ COMMERCIAL SLOW RELEASE LANDSCAPE ARCHITECT BEFORE PROCEEDIN6. OF ROOTBALL, �A �A �A �A \ /A \ TAMP OR OVER COMPACT. REMOVE ALL NAILS Q w /��/��/� UJ ��/ /� / / //jam/jam FERTILIZER TABLETS 3. LANDSGAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OFV�V� TIES AND PLASTIC tt� � �/� SIDES OF HOLE ROUGH UNEVENCONSTRUCT 6" MOUND OF TOPSOIL UJ PLANT MATERIAL. FROM ROOTBALL. IF III // _ _NOTE: 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE - SYNTHETIC BURLAP IS - / - = = W I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. BAGKFILL WITH APPROVED TOPSOIL UTILIZED TO WRAP ' ` 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. -III IIIIIIII III I AND SOIL AMENDMENTS AS V THE ROOTBALL IT O Q Q > 6ROUNDGOVER BEDS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT - I I , III III III SPECIFIED. BAGKFILL IN 6" LIFTS, SHALL BE -' = WATER EACH LAYER, TAMP ^ SHRUB PLANTING IMMEDIATELY. COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH � 2 CONIFEROUS TREE P LAN T I N G REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILLcl� Z o NOT TO SCALE BIODEGRADABLE 5' MIN. DIA. SOIL EVEN W/ TOP OF ROOTBALL, NO TO SCALE BURLAP SHALL BE DO NOT OVER COMPACT!! TREE RING = W o OF THEE B ROOTBALL. LEFT THE OTTOM SET ROOTBALL ON NATIVE, ♦ 1 J UNDISTURBED SOIL v E NOTES: 0 4 1. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'5 OPTION; HOWEVER, THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT r , CD FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHIGHEVER IS GREATER. v cD ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE LANDSGAPE ARCHITECT BEFORE PROCEEDIN6. v cn 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION O OF PLANT MATERIAL. 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR J $ FIGURE EIGHT TYING METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT - SLIPPAGE. p o I Y2" 50. TUBE STEEL X5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. RAIL 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE r n ARCHITECT IMMEDIATELY. v E 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 6-0" IN WIDTH, PROVIDE TREE ROOT 0 1/2" 50. TUBE STEEL BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND ti PICKET E06E OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL a a c W y AT 4 O.G., TYP. REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. ° ui�'.a a SOLID _ 6 TALL SOLID� viW°kCgJ N 0j VINYL VERIFY w �L i -0ow-oz n COLOR WITH < DECIDUOUS TREE PLANTING COF tz Zq %WU OWNER O3 y Q a No°Q�°z� 2" 50. TUBE STEEL v NO- 70 GALE J?o k ° C POST AT 6 O.G., TYP. PROPOSED cQi' W RESIDENTIAL O m PROPERTY v REVISIONS CN CONCRETE PAVING } PROPOSED 5' No. Date Description OR LANDSCAPE 2:1 MAXIMUM W CONCRETE J FINISH GRADE, REFER SLOPE SIDEWALK TO 0- rn TO PLAN LANDSCAPE BERM \ o - PLANTER BED GUT EDGE (TYP.) MATGH MERIDIAN ROAD ` o ii--i i i TI --i i i ii--i i i iI I==i1111111111 Ii=i iiI -i1I I=i =iiI I==-_-- i_- _ - - CENTERLINE A.G.H.D r P R AY STRIP Q ELEVATION PR 0.. �� iiiiiiii-iii-iTi- PROJECT N - - - - = --=iiii_iii_iii_IiI_iii_IiI_iiillil—iii_I _iiiiiii_iii_iii_i mill - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E. VICTORY ROAD � iii-iii-iii-iii-uiliIlllliluilillll"=luilillilliluilill��Iil,„ - --�-�, iiiiiiiii-iii iii-iii-ii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii 20091 —______iii IiII -il iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_iii_IiI_IiI_IiI_IiI_IiI_IiI_IiI_II _i B a) N IIIII iii iiii iiiiiiii ii DRAWN BY: NOTE: TM z a) 1) FINISH SHALL BE MANUFACTURE'S POWDER GOATIN6. SUBMIT COLOR SAMPLE FROM FULL CHECKED BY: — COLOR PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. 5°_0 6'-5" JB 0 2) CONCRETE POST FOOTING SHALL BE 12" MINIMUM DIAMETER X 36" DEEP (4500 P50. U 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJACENT DATE: J o SURFACES. 09/30/2020 w 0 4) CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DE516N PROFESSIONAL PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED Ir - o COLOR AS DIRECTED BY OWNER01� . SHEET NUMBER A TUBE STEEL FENCE BERM ADJACENT TO E . VICTORY ROAD 3 6 L1.5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 * dab. 46 ! I r 1 y �` EXISTING RESIDENTIAL -• �`"r EXISTING RESIDENTIALIL - �_� -- -- 1 LOT 26 LOT 25 LOT 24 LOT 23 �� LOT 22 EXISTING RESIDENCE E &�t7� kri! I E. LOGGERS PASS ST. LOT21 4 - r, -- LOT 17 I U LOT 20 t LOT 3 LOT 1 LOT 2 1 I y II t LOT 19 p { LOT 4 I 1 •q \ LOT 18 i O w� LOT 2 W W LOT 5 LOT 3 U. 1 • LOT 16 V EXISTING RESIDENTIAL ,: 1 r I ❑ H LOT 6 I I LOT 17 I Z 1 Z 1 LOT 4 1 Q + a V f W 1 LOT 15 [Ia V CC - W LL V" PLAYGROUND ? - � I = I H E. SAGEMOOR ST. to LOT 5 I LOT 14 4 ❑ W W 1 CC W f U. r LU .�; I � ��� � � � .fir .4y � i � � `I � � I Q V ~ - - W �Y m >_ 1 + k Q W W - .J LOT 1 -, ; ' 0 a H 1 V J Q (A Q LOT 13 V I ❑ m t � LOT 6 ❑ I � V •. , f -� 1 • _ _ - _ _ AA J I LIB I LOT 2 I LOT 11 i LOT 7 1 LOT 12 1 EXISTING RESIDENTIAL j 1 + a LOT 3 I LOT 10 i LOT 8 } I LOT 11 1 I Z 1 t, W W 1 LOT 9 \ E. OBSERVATION ST. LOT 10 ' 1 X LOT 4 " - - - - - ? I W A.C.H.D. /( RETENTION LOT 9 .- - LOT 7 I LOT 8 BASIN LOT 5 ti LOT 5 I �► LANDSCAPE BUFFER WITH 2' BERM AND PRIVACY FENCE PROPOSED E. VICTDRY RD. /A.C.H.D. ROUNDABOUT EXISTING RESIDENTIAL EXISTING RESIDENTIAL CACHE CREEK SUBDIVISION •Civil Engineering •Landscape Architecture ■ •Erosion 6 Sediment Control H S. LOCUST GROVE RD AND E. VICTORY RD •Graphicaon Design anon •Irrigation Design ■ ow •Land Planning MERIDIAN, IDAHO ■ Fax DB-376-652esigncom ■ Fax:288-376-6528 Phone:206-376-5153 ! I GGG1 North Glenwood Street E I III_ I _ Garden City,Idaho 83714 CITY OF MERIDIAN OPEN SPACE REQUIREMENTS QUALIFIED OPEN SPACE N OPEN SPACE REQUIREMENT: 10% REQUIRED PROVIDED OF THE AREA OF THE SITE. ��'�(1.39 AG) 9'1,139 S.F.(223 AG) IOAS 16% LANDSCAPE LEGEND QUALIFIED OPEN SPADE F] xT I 1 AREA=1,771 SQ.FT. 1 — � a rocr�s rase ar � AREA=3,987 SQ.FT. I � II w DJ 1 0 I ml II II A 51OWN er. AREA=30,171 SQ.FT. I I LL a d LL � d l a 11 L o I m 0. a � � u w w II AREA=1,931 SQ.FT. a a I E \ AREA=23,992 SQ.FT. AREA=6,590 SQ.FT.(50%BUFFER) ' a rasoxracuo ��+ 3 O !1 Q Scale: 1"=200' °I°'I Engineering 09/15/2020 •Lendeaepe Ar`hl`-o' CACHE CREEK SUBDIVISION •Erosion&Sediment Control j .Graphi-D—gnication 20091 .Irrigatien Design MERIDIAN, IDAHO •Land Planning www.hreckonl-376i515 X1.0 Fe`1N—hGI.n.. OPEN SPACE EXHIBIT Phone'206.376.5'153 866'I North Glenwood Street Li Garden City,Idaho 837'I4 N ■ I� __ "-won w I •' so t ! f +k ' i -SIR s•r�r� s� rl wry - }a r � � 1 i - s 3 � -o // .. \\co cli / {/ 2 L k) _ kE )\\ r )3 § }k ~ 2/k L- 2 ee Q L \ \B C, 0 o o a 2 //j)}\2}L ® \ƒ (»a/Moa-,Amm \ ƒa3/ \/)�?�: ERi: \ \ \ ® _ \ / / \ \ \ / \ \ ) / (\ j 4 )) \ / \ \ ) § \ \ j % g �■\ / ■■■i m $ & z . / 2 b . � \ z CN jm w ƒ M ® w \ § \ \ C? ~ e » / \ & & * ■■■ m / \ \E \ \ m § < M o § I w o § 4 = ) ƒ z co ■ � M: 2/ mm § § ca ° � 7 > � C o V F V XREF INDEX: SCALE 40 0 20 40 80 E 0 O U ( FEET ) Lo 1 INCH = 40FT. z VERTICAL 1 INCH = 10 FT. 3 N � 2656 2656 c co > 00 CD >% O L 0 N Lo c N 2652 2652 -0 M O L CO O N O c0�o1� N 1 VK p 1• � � - - - - - - - - - - - - 4 2648 - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - -� ��S�pNAL FNG CONST. 278.8 8" SDR-35 @ I I ot� �G�ST PVC Pipe @ 0.60% 6"? CONST. 34.0 LF 8" SDR-35 Q9/28/202d4 2644 a U VC Pipe @ 0.40% CONST. 270.4 LF 8" SDR-35 8625 8 2644 2644.87 PVC Pipe @ 0.40% CONST. 90.9 LF 8" SDR-35 INV OUT (N) PVC Pipe @ 0.40% CONST. 107.1 LF 8" SDR-35 DocuSignez Q 2643.22 PVC Pipe @ 0.40% CONST. 81.3 LF 8" SDR-35 CONST. 113.3 LF 8" SDR-35 2643.17 � INV IN (S) INV OUT (N) 2642.97 PVC Pipe @ 0.40% O U) c� 2643.07 M INV OUT (NW) 2641.87 2641.77 PVC Pipe @ 0.40% Q INV IN (S) Q INV IN (SE) INV OUT W 2641.39 2641.39 2640 z ± No _ o ( ) INV IN (E) INV OUT (W) 2640.95 2640.85 2640.51 - a o N Q INV IN (E) INV OUT (W) 2640.41 2639.94 2640 E5B537E89F154BD... O � + . + � = Lo co INV IN (E) INV OUT (W) INV IN (E) 2639.84 orl- lo c) 00 (f) c-� 00 Q 2639.94 INV OUT (S) O F Oz Q + U) + INV IN (W) U cn U) I H N + U) rri Z Q N N N 2636 v O Q z it U) + 2636 U cn o F- z II N2 U cn o 5 U) Q X w cn 2632 2632 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 LINE A U)Y Q 2652 2652 Lu w Of w Q 0 �%K z 2648 ti� `��� / \ \ 2648 U) m / - - - - - - - - - - - - - - - - - - - - - - - - - - - - w O J W o (D W o 0 c/) 2644 2644 N N JLL- I I Y rn rn p w O Q � CONST. 181.0 LF 8" SDR-35 Z z z 0 <p O w U 0 � PVC Pipe @ 0.60% w cn Q w p m Lu CONST. 257.3 LF 8" SDR-35 = w < _ a- Q J co 2640 2640.40 O PVC Pipe @ 0.40% 2640 0 INV OUT (S) ❑ U Q J J m 2639.29 2639.19 � ,-, = INV IN (S) INV OUT (W) 0 2639.29 cv JI co o INV IN (N) °o 2638.13 w N = N INV IN (E) 2638.03 2636 U) L chi) � 2638.13 INV OUT (S) 2636 O z Q m INV IN (N) Z J U c~n cq `0 w Cn cn � zQ = 0) QQ a- o o0 U) � = O Nil 2632 w 2632 w cn J O � O U) j 2630 2630 _> 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 r^U U V) ENE B 2652 2652 j � c� o �o• ( ) 1 �1 _ w x 2648 - - - - - - - - - - - - - - - - ��- �`�� ��� 2648 J - - - - - 00 LuWO _ o �0 J J Lu ~ 2644 �2644 Q z o0 m CONST. 252.8 LF 8" SDR-35 O W W MO J W � O PVC Pipe @ 0.60% CONST. 37.3 LF 8" SDR-35 � > � E N PVC Pipe @ 0.40% CONST. 256.8 LF 8" SDR-35 W CD � � U) z N 2642.24 PVC Pie @ 0.40% Q j INV OUT (W) p 3: o 40.70 2640SE) 0 LY Q � 2640 � o INV IN (E) INV IN (SE) 2640.33 O 2640 �/ INV OUT (N) LjJ Q U) n U 2640.60 M 2639.29 2639.19 Z W INV OUT (NW)U INV IN (S) INV OUT (W) N o 2 2639.29 INV IN N m z U w � o Oz Q � U) ( ) N W m 0 o U ±; 00 =U U=Q o Lo 2636 U) W Qz oz 0 0 ~ z QU o OQ + cn JLuOUcn U)o 0- o � CDU cn N U o\o v 2632 2632 SHEET NUMBER 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 rn � LINE c PP3 QQ E o � u u XREF INDEX: '^ I o, ° � U) O U 4J.74 - - 5 . c Lo pp, _ x U \ \ \ 89° 3'52"E 718.95 \ I z U 3\ I N 1 27 I \ \� I�11 mC0 I \ x J : M 00 22 SCALE CD 48 8,403 SF O25 1 SF O 8,853 SF\ /� \ NItg,160 SF 8,003 SF I \\ \ Z Lo CONST. A5 \ \ \ \� �� `I \ of �;K m — 12+27.35 1 \` \, \_ \ — _ ( FEET a co 1 INCH = 60 FT. CD E. LOGGERS PASS ST. 18 w _ — — \ \\ \ I ) , o g N —ssx ssx °— o _W — 22 \ O \ \ 442 SF E. LOGGERS PASS N.' SS cn cn 13+38.48 I \ \ LEGEND S\pNAL FN CONST. A4 \ /\ \\ \ \ \\ \ \ I 'r EXISTING FENCE p� G�STER 8,351 SF 11+32.46 \ /� \ \ \ \ \ \� \ a� e1j28/202bo \ \ N \ x I \ \ I I. S`P ` 20 \\ \ \ \\ \\ \ —— '� PROPERTY BOUNDARY 8625 9,891 SF 8,930 SF — — l \ \ 8,086 SF \\ \ \ \ \� RIGHT OF WAY LINE 9ocuSigneP I - I s N s\ x \ \ \ \ \ I - — X M I BL OC/f Xx° \/ \ \ \ \ \O \ +� EXISTING ROAD CENTERLINE 0 \ s 19 \ \ I EP EDGE OF PAVEMENT E5B537E89F154BD... N ? l -smssx saes.) / \ \ 8,618 SF 8,082 SF \ L W9—°3 ( — — — — — — — — — — I 5+0 — — — — — —938195"- — — — \ — — -- \ — EXISTING LOT LINE -Xaai Add[— o — — �_„— — 8,160 SF r — / N Wx —SSx SSx EXISTING SEWER LINE W/ MANHOLE n M 7 'r Wx Wx EXISTING WATER MAIN 1 \5 \CONST. A3 1 1 \\ 9,590 SF \ 9,317 ISF 8+58.07 EXISTING WATER VALVE 10,856 SF \ \ _ _ I CONST. B1 \ 1 I \ \I ® EXISTING WATER WELL z 6+00 5+10.00 \ 11 CONST. A2 BL oor 2 II \\ I x ® EXISTING STORM CATCH BASIN 1 1 8+20.02 1 CONST. B2 I I \ 8+00 — — 1 \ , . I � ( EXISTING LIGHT POLE U) `` I O I 6+95.02 11,527 SF ` r�I RD I 10,222 SF I 15 I w c�� • 1 i EXISTING SIGN • 6,013 SF PROPOSED ROAD CENTERLINE LLJ PROPOSED ROAD RIGHT OF WAY Q E. SAGEMOR ST. �. o_ 46,602 SF I I F o Sly �� �'. Ji4�EM00R ST. PROPOSED LOT LINE z — — 8,160 SF 7+00 8,040 SF x "- ; m T ('ROBS - BL�G'K 3 I I I &� I BLOCK 5 5 BLOCK AND LOT NUMBER ui b oz I j I \ b� A PRPOSED REVERSE LIP ROLLED CURB, GUTTER & SIDEWALK o 0 Li '.Z1 • o 0 10,709 SF + I I 6 13 // I � t' PROPOSED SANITARY SEWER W/ MANHOLE co co f _ 8,160 SF � 8,040 SF x Y rn rn J � C 8"W PROPOSED 8" WATER MAIN O Q o w �J J � ' z w Lw > o Q X I �6+00 �� IRR IRR PROPOSED PRESSURE IRRIGATION w U o w o ~ w cn Q w a_ c~n o co -0 0 , � 2 / � PROPOSED FIRE HYDRANT U Q J r�. 0 11 7 I 12 v Q �fl LLL 8,159�f 8,732 F I 81600 SF � 8,0400 SF J I I L I I T TV PROPOSED STREET LIGHTIGHT 9+00 - - - &i — — - - I I I w CON ST. Al oo � I I ~ O z 0J I I � � P6O \ I J Cn\ 8F 8,641�SF I I g 1O F 5+00 8,309 SF I Q Q I I x � I I � = o IRR IRR R J o ONST. C3 nn CONST 5+19.30 I m 8+17.34 �x°° o \ SCl CD �/ I + 9,823 SF I V) o '� \ �_ �X� CO7+76.08 I I x o I CD o R,awx9lao \ \\� I 8,165 SF I �, 0 SF �I——— \ 9 � U p �,�FROM A I 8,040 SF I I I 8,368 1 \ 11,303-SF— AC _ I I I z \ I 1 �� Li \ X I I \\ o \�\ 00 \\\�� \ _X I I _,a�— —1- A_88.57'22" z z EmlL � LLJ 0 o o N I I \ I I p � 17 / _ Y Lu ° _ _ '- - -�1� — - - — � — — _ —_— - - J O _ o � _ _ lb t FUTURE ROUNDABOUT, DESIGNED BY OTHERS � ~ J � Z o rn LLJ G W w • 132( 07' w (n O c/i 5�W Sew ° —Sew e Z Q \ LLJ Z J LU W — (D u � \ ZC) Lij co� o — w o L0 � %' W J J = z CO 0 a) n/ = Q w O O °' O_ Z) UU 00- o ° N U co j SHEET NUMBER rnm w = PP2 Q Q o � uu