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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Thursday, April 8, 2021 10:49 AM To:Charlene Way Subject:Development Application Transmittals - Prevail North Subdivision H-2021-0021 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Prevail North Subdivision AZ, PP H-2021-0021 Hearing Date: May 20th Assigned Planner: Joseph Dodson To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. 1 Hearing Date: May 20, 2021 PLANNER: Joseph Dodson File No.: H-2021-0021 Project Name: Prevail North Subdivision Request: Annexation&Zoning of 5.63 acres of land with an R-8 zoning district and a preliminary plat consisting of 19 single-family residential lots and 4 common lots on 5.25 acres of land,by Schultz Development,LLC. Location: The site is located at 5150 S. Meridian Road, on the east side of Meridian Road and approximately '/4 mile south of E. Amity Road, in the NW '/4 of the NW '/4 of Section 31, Township 3N.,Range lE. Planning Division E IDIA �1�T.-----' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0021 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: MATT SCHULTZ, SCHULTZ DEVELOPMENT LLC Phone: 208-880-1695 Applicant address: P.O. BOX 1115, MERIDIAN, ID 83680 Email: schultzdevelopment@yahoo.com Owner name: CARL REITERMAN Phone: Fax: Owner address: 2697 S LINDER ROAD, MERIDIAN, ID 83642 Email: Agent name(e.g.architect,engineer,developer,representative): MATT SCHULTZ Firmname: SCHULTZ DEVELOPMENT LLC Phone: 208-880-1695 Fax: Address: P.O. BOX 1115 Email: schultzdevelopment@yahoo.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): S 1 1 31 22351 0 Township,range,section: 3N 1 E31 Project Description Project/Application Name: Prevail North Subdivision -AZ, PP Description of work: Annexation and Zoning of 5.63 acres of land to the R-8 zoning district and a Preliminary Plat consisting of 19 building lots and 4 common lots on 5.25 acres of land. 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Is this application exempt from fees?: No Annexation and Zoning-AZ: CHECKED Preliminary Plat-PP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0202 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: 5150 S Meridian Road Current Land Use: Vacant Total Acreage: 5.25 Prior Approvals(File Numbers): N/A Traffic Study Required per ACHD: No ZONING DISTRICT(S) County: CHECKED FLUM DESIGNATION(S) Medium Density Residential: CHECKED Acreage-Medium Density Res: 5.25 PROJECT INFORMATION Who will own and Maintain the Pressurized Irrigation System in this Development: Private Irrigation District: Boise Kuna Primary Irrigation Source: Boise Kuna Secondary Irrigation Source: City Number of Residential Units: 19 Minimum Square Footage of Living Area(Excluding Garage): 1600 Gross Density: 3.61 Net Density: 6.74 What was the date of your pre-application meeting?: 01/14/2021 What was the date of your neighborhood meeting?: 03/30/2021 In Reclaimed Water Buffer: No PROPERTY POSTING I agree to comply with the Commitment of Property Posting regulations per UDC 11- CHECKED 5A-6D: AZ/RZ ONLY R-8: CHECKED Acreage-R-8: 5.63 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 PLATS ONLY Number of Building Lots: 19 Number of Common Lots: 4 Total Number of Lots: 23 Minimum Lot Size: 4950 Average Lot Size: 6464 Area of Plat: 5.25 Plat Date(MM/DD/YYYY): 03/31/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 1001): CHECKED Parkways: CHECKED 10'Parkway Along Arterials: CHECKED Acres of Qualified Open Space: 1.19 Percentage of Qualified Open Space: 22.6 QUALIFYING SITE AMENITIES Additional 5%Open Space: CHECKED Pedestrian or Bicycle Circulation System: CHECKED Walking Trails: CHECKED TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Matt Schultz MISC Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 April 1, 2021 City of Meridian Planning and Zoning Commission and City Council c/o City of Meridian Planning Department 33 E. Broadway Avenue Meridian,ID 83642 RE: Prevail North Subdivision Annexation,Zoning, and Preliminary Plat Applications Dear Commissioners and City Council Members: On behalf of Schultz Development,LLC please accept these applications for annexation, rezone, and preliminary plat for the Prevail North Subdivision located on the east side of Meridian Road between Amity and Lake Hazel at 5150 S. Meridian Road. We are requesting Annexation with R- 8 zoning on 5.63 acres (centerline of Meridian Road) and a Preliminary plat for 19 building lots and 4 common lots on 5.25 acres. Master Plan and Zoning The subject property is zoned C-2 in Ada County. The City of Meridian Master Plan designation is Medium Density Residential. The Prevail Subdivision is zoned R-8 to the south, the City of Meridian property (future water tank site) is zoned R-4 to the north, and the property to the east is zoned R-8. Meridian Road is a five-lane state highway adjacent to the property along the west boundary. Proposed_Z_onin The 5.25-acre site is proposed to be zoned to R-8 to match the Prevail Subdivision under construction to the south. The requested zoning conforms to the Master Plan designation of Medium Density Residential. Preliminary Plat The preliminary plat has a mix of lot sizes that exceed the R-8 dimensional standards. The minimum lot size is 4,950 SF,the maximum dot size is 10,348 SF, and the average lot size is 6,464 SF. The site density is 3.62 units per acre and the qualified open space of 1.19 acres or 22.6%. Sewer Service The Prevail North Subdivision will be serviced by a 8" sewer line constructed with Prevail No. 2 Subdivision on the south side of the site. Water Service The Prevail North Subdivision will be services by a 8"water line constructed with Prevail No. 2 Subdivision on the south side of the site. Water stubs have been provided on the east and northeast stub streets for future connections. Pressure Irrigation Pressure irrigation will be provided by Boise Kuna Irrigation District(SKID )via a pump station and aerated irrigation storage pond in the Prevail Subdivision to the south. The pumps have been designed to accommodate the Prevail North subdivision. GravilE Irrigation The Carlson Lateral enters and exits the site along the north boundary for approximately 600 feet. We are proposing to straighten the alignment along our property line with the City and provide 36"-48"piping (to be determined) since it is uphill of our proposed lots. We have had preliminary discussions with the City of Meridian Public Works Department about the routing it under the existing access road for the future City water storage tank site since it would provide the least conflict with sloping and Iandscaped open space within the required 50' Boise Project Board of Control easement. Roadways and Storm Drainage The site will take access from the Prevail Subdivision to the south which has access to a mid-mile collector road (Quartz Creek)connection to Meridian Road. No direct access from Prevail North to Meridian Road is proposed. The interior roadway will have 33' back-to-back of curb with attached 5' sidewalk on the south side of the road and a detached sidewalk with a parkstrip on the north side of the road. Storm drainage will be mitigated by an underground seepage bed in the northeast open space area in accordance with ACHD design criteria located throughout the site. Open Space and Amenities The site has ample qualified open space (22.6%)along the north boundary of the site with a detached sidewalk along the 50' wide linear landscaped area sloping up to the north property line. A 5' wide micropathlsidewalk connection is provided to S_ Meridian Road in the northwest comer_ The landscape buffer along S. Meridian Road is 35-feet-wide including 15-feet behind the 10' sidewalk(207') elevated 4 feet above centerline with a 6-Moot-high Simtek Fence (to match Prevail)to provide the 10-foot height required by City Code along State highways. The Prevail North Subdivision will be part of the Prevail Subdivision HOA and will share the playground and other open space amenities provided with the Prevail Subdivision. Comparison with Prevail Subdivision The proposed Prevail North Subdivision will be integrated into the Prevail No. 1 and No. 2 subdivisions under construction in 2021 and will be constructed in 2022. The table below provides a statistical comparison of the subdivisions together and combined, Item Prevail North Prevail I and 2 Combined Area 5.25 ac 28.51 ac 33.76 Building Lots 19 113 132 Gross Density 3.61 3.96 3.91 Avg. Lot Size 6,464 sf 7,239 sf 7,127 sf Open Space 1.19 ac 3.54 ac 4.73 ac Open Space % 22.6% 12.4% 14.0% Variances The site design for the Prevail North Subdivision exceeds the minimum requirements of the K-S zoning ordinance and no variances are requested with this application. Summary The proposed applications for the Prevail North 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 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 2 - � ''' DEPUTY Gail Garett 12:32 PM a RECORDED—REQUEST OF III IIIIIIIIIIIIIIIII�III��a��l II III Title One 108120966 WARRANTY DEED FOR VALUE RECEIVED, TitleOne Exchange Company, an Idaho corporation The Grantor, does hereby grant, bargain sell and convey unto Carl J. and Bonnie A. Reiterman (Husband and Wife) the Grantee, whose address is 2697 S. Linder Road,Meridian, Idaho 83642, the following described premises, in Ada County, Idaho, TO WIT: See Exhibit "A" for legal Description TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantees,that they are the owner in fee simple of said premises;that they are free from all encumbrances EXCEPT: 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 easements(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. Dated: December 1, 2008 TitleOne Ex e Com By: Vice-President STATE OF IDAHO) County of Ada) On this 1st day of December,2008,before me,the undersigned,a Notary Public in and for said State of Idaho,personally appeared Randy Rabehl,known or identified to me to be the Vice-President of the corporation that executed the within instrument and acknowledged to me that he executed the same for and on behalf of said corporation and that such corporation executed it. IN WITNESS WHEREOF,I have hereunto set my hand and affixed my official seal the day and year in this certificat first above written. fV Q I �yNY Ue4 ` N ,; ARY P C' or I aho 1� +• N+++.o�ti Residing at: ly -jr-0 1407'.4 My Commission Expires: �]�;[G J� J` p EXHIBIT "A" i i Parcel 1: I That portion of Lot 1,Section 31,Township 3 North,Range I East,Boise Meridian,Ada County,Idaho,more particularly described as follows: Commencing at a point at the intersection of Amity Road and Kuna Road and running South 1,318 feet to a point; and thence East a'distance of 960.2 feet to THE TRUE POINT OF BEGINNING; thence running East a distance of 217.8 feet to a point; thence running North a distance of 100 feet to a point; thence running West a distance of 217,8 feet to a point; thence running South a distance of 100 feet to THE TRUE POINT OF BEGINNING. Parcel 2: That certain parcel of real property situated in Lot 1,Section 31,Township 3 North,Range I East,Boise Meridian, Ada County,Idaho,more particularly described as follows: Commencing at a point at the intersection of Amity Road and Kuna Road and thence running South 1,318 feet to THE TRUE POINT OF BEGINNING; thence running East a distance of 1,178 feet to a point; thence running North a distance of 207 feet to a point; thence running West a distance of 1,178 feet to a point; thence running South a distance of 207 feet to THE TRUE POINT OF BEGINNING. Excepting therefrom: That portion of Lot 1,Section 31,Township 3 North,Range 1 East,Boise Meridian,Ada County,Idaho,more particularly described as follows: Commencing at a point at the intersection of Amity Road and Kuna Road and running South 1,318 feetto a point; Thence East a distance of 960.2 feet to THE TRUE POINT OF BEGINNING; thence running East a distance o17217.8 feet to a point; thence running North a distance of 100 feet to a point; thence running West a distance of 217.8 feet to a point; thence running South a distance of 100 feet to THE TRUE POINT OF BEGINNING. That certain property described in Book 197 of Deeds at Page 258,records of Ada County,Idaho,more particularly described as follows-, A strip of land 33 feet wide as surveyed and shown on the official plat of the Kuna-Meridian(S.A.P.,207-A)highway survey on Me in the office of the Department of Public Works,State of Idaho and being the Westerly 33 feet of the Northwest quarter of the Northwest quarter(NW 114 NW 114)of Sectlon 31,Township 3 North Range 1 East of the Boise Meridian,approximately between Station 159/19.9 and Station 172/40 of the said highway survey;and further excepting all existing ditch and road rights- of-way. And also excepting therefrom: A parcel of land being on the Easterly side of the centerline of State Highway No.69,Project No.SR-RS-3782(2)highway survey as shown on the plans thereof now on file in the office of the Idaho Transportation Department,Division of Highways and being a portion of Government Lot I of Section 31,Township 3 North,Range I East,Boise Meridian,described as follows to- wit BEGINNING at the Southwest comer of the tract of land as described in the certain Warranty Deed dated June 1,1977 and recorded July 22,1985,as Instrument No.8537993,Records of Ada County,Idaho which is shown of record to be South 1,318.0 feetfrom the intersection ofAmlty Road and Kuna Road(State Highway No.69); thence South 89°22'06"East(shown of record to be East)along the South line of said tract of land 80.0 feet,more or less,to a paint in a line parallel with and 80.0 feet Easterly from the centerline and bears South 89°22'06"East from Station 314+72.09 of said State Highway No.69,Project No.SR-RS-3782(2)highway survey; tract of land and opposite Station 316+79.09 of said highway survey; thence North 89"22'06"West(shown of record to be West)along said North line 80.0 feet,more or less,to the Northwest corner of said tract of land; thence South 0°37'54"West(shown of record to be South)along the West line of said tract of land and the West line of Section 31,Township 3 North,Range 1 Eask Boise Meridian 207.0 feet tD THE PLACE OF BEGIN"ING.thence North 0°37'54"East along said parallel line 207.0 feet to a point in the North line of said AFFEDAVIT OF LEGAL MMEST STATE OF IDAM } COUNW of ADA ) ka 'K�t:\Jr-e-,r rv,4—v, U%,,A {naxae) (address) (city) (stag) being fhna dnly wmm ate,oath,depose aad say: 1- 7Spt I M the tj�cbrj+ t VMC- of the pnpMV desc6bC4 OU tote attactxed, ay.' I g=r my pr�rni�sinrl ta: �, �y {name) (ads) 0 0 to submit the aocompanying applica#on(s)peMining to that prnperty- 2. f agree tc� inder,nify,defekzd and hold the Ciry ofMeridian and h5 emplo}gybes harmless from any claizu or liability resulting fioni aaiy dispute as to the statnnicats MTAained herein or as io the ewijeTship of the property which is 6c st bunt of 117e applinmiou. 3. 1 1'erchy grant':penni3s]an to City of Mer�diaa staff to eater the suhjuct prdper#y far the purpose of site inspections related to pme-essing said appheati*s). Robed this day of0�_ { T{Signature} SUBSCRIBFI)AND SWORN to before mo ft flay 2ad year l"11:'St above,�Titttm � V 4'ALI='vital DER , otary Public farra�k Npnary R-.wl[-SlotP 0,Idaho FFFCq.mmis5ion Number ZOt9W93enyCommk34inn XpireSJdni4,FG25 +,��f 33 E.Broadway Avo-oc,Suite 3W 41 Mffidlm Idaho 93642 Fhaike: (20$}8&7-22k1 r Facsimi1c: t258)U7-!297 Ve�siie:www-s ridiaucip-oig RE: meridian email for submittal From: Paige Bankhead (pbankhead@achdidaho.org) To: schultzdevelopment@yahoo.com; mwallace@achdidaho.org Date: Wednesday, March 24, 2021, 01:32 PM MDT Hi Matt, Correct, a TIS is not required for this development. Thanks! Paige Bankhead, E.I. Planner III Ada County Highway District Development Services 1301 N. Orchard St. Ste. 200 Phone: (208) 387-6293 ACHD Development Services is open for business at our new location at 1301 N. Orchard Street, Suite 200 in the CSC building. Parking and building entrance are located on west side of building. From: Matt Schultz <schultzdevelopment@yahoo.com> Sent: Wednesday, March 24, 2021 12:51 PM To: Paige Bankhead <pbankhead@achdidaho.org>; Mindy Wallace <Mwallace@achdidaho.org> Subject: meridian email for submittal EXHIBIT_ DESCRIPTION FOR PREVAIL NORTH SUBDIVISION CITY OF MERIDIAN ANNEXATION AND REZONE A portion of Government Lot 1 of Section 31, T.3N., R.1 E., B.M., Meridian, Ada County, Idaho more particularly described as follows: Commencing at the NW corner of said Section 31 from which the W1/4 corner of said Section 31 bears South 00°37'56" West, 2641.54 feet; thence along the West boundary line of said Section 31 South 00°37'56"West, 1,113.77 feet to the REAL POINT OF BEGINNING; thence leaving said West boundary line North 89039'29" East, 1,184.97 feet to a point on the East boundary line of said Government Lot 1; thence along the East boundary line of said Government Lot 1 South 00020'43" West, 206.98 feet to the SE corner of said Government Lot 1; thence along the South boundary line of said Government Lot 1 South 89039'29" West, 1,186.01 feet to the SW corner of said Government Lot 1; thence along the West boundary line of said Section 31 North 00037'56" East, 207.00 feet to the REAL POINT OF BEGINNING. Containing 5.63 acres, more or less. NS1� � 772 OFF Page 1 of 1 S25 S30 E. AMITY ROAD S36 S31 I I^ In �i UNPLATTED RPOB N89'39'29"E 1184.97' DO o °? O cD of to ZONE R-8 of a m N W 245355 s f. UNPLATTED o � �� 5.63 a.c. o W V) �n N uj m N Ip �N •Z S89'39'29"W 1186.01' UNPLATTED I� 0 cV I 1/4 S36 S31 A �\GENSFO sG�iA N SCALE: 1"=100' a 7729 � 0 25 50 100 200 G�N�9I`"''y�Z/QP�oQ- �Fco"� 0 G Prevail North 5oc 21—O25\dwu\Prll No2 NORTH an ne.dw 3 19 2021 12:33:05 PM IDAHO =a EXHIBIT DRAWING FOR JOB 25' PREVAIL NORTH SUBDIVISION 21ET N SURVEY 9OIS W EMERALD 4 SHEET NO. BO8)84 -8570AHO 704 CITY OF MERIDIAN ANNEXATION AND RE—ZONE 1 (208)846-8570 GROUP, LLC LOCATED IN GOVERNMENT LOT 2 OF SEC71ON 31, T.3N., RAE.. B.M., DWG. DATE MERIDIAN, ADA COUNTY, IDAHO 3/19/2021 n89°39'29"e 1184.97 CO CO zo L v ZO o N O o O O N C 1186.01 s89°39'29"w 7729 w � o 0 F 1 AYG.0 Prevail North Sub. Annexation Closure Sheet 3/19/2021 Scale: 1 inch= 200 feet File: Tract 1:5.6326 Acres(245358 Sq. Feet), Closure:s33.0139e 0.01 ft. (1/471643),Perimeter=2785 ft. 01 n89.3929e 1184.97 02 s00.2043w 206.98 03 s89.3929w 1186.01 04 n00.3756e 207 DESCRIPTION FOR PREVAIL NORTH SUBDIVISION A portion of Government Lot 1 of Section 31, T.3N., R.1E., B.M., Meridian, Ada County, Idaho more particularly described as follows: Commencing at the NW corner of said Section 31 from which the W1/4 corner of said Section 31 bears South 00037'56" West, 2641.54 feet; thence along the West boundary line of said Section 31 South 00037'56" West, 1,320.77 feet to the SW corner of said Government Lot 1; thence leaving said West boundary line and along the South boundary line of said Government Lot 1 North 89039'29" East, 80.01 feet to a point on the East right-of-way line of S. Meridian Rd., said point also being the REAL POINT OF BEGINNING; thence along said East right-of-way line North 00037'56" East, 207.00 feet; thence leaving said East right-of-way line North 89039'29" East, 1,104.96 feet to a point on the East boundary line of said Government Lot 1; thence along said East boundary line South 00020'43" West, 206.98 feet to the SE corner of said Government Lot 1; thence along the South boundary line of said Government Lot 1 South 89039'29" West, 1,106.00 feet to the REAL POINT OF BEGINNING. Containing 5.25 acres, more or less. EN3��` '� 7729 G. Page 1 of 1 n89°39'29"e 1104.96 a� 3 io00v n ° b M O O N O N N O O y C 1106 s89°39'29"w �Q ENSF� GAG O �.L 7729 OF RYG.� Prevail North Sub Closure Sheet 3/19/2021 Scale: 1 inch= 200 feet File: Tract 1:5.2525 Acres(228799 Sq.Feet),Closure:s33.0139e 0.01 ft. (1/444543), Perimeter=2625 ft. 01 n00.3756e 207 02 n89.3929e 1104.96 03 s00.2043w 206.98 04 s89.3929w 1106 RE: Extension of Prevail Sub From: Sub Name Mail (subnamemail@adacounty.id.gov) To: schultzdevelopment@yahoo.com Date: Monday, January 11, 2021, 05:30 AM MST Matt; If you are"adding a phase 3 to Prevail Sub", then just call it Prevail North when submitting to Meridian, and tell them it will be final platted and recorded as Prevail Sub No 3. Just make sure that the plat is named Prevail Sub No 3 when it gets submitted to our office. Then you don't need another name reservation. If they have to have another piece of paper, give them this email. Glen Smallwood Surveying Technician Ada County Development Services 200 W. Front St., Boise, ID 83702 (208)287-7926 office (208)287-7909 fax From: Matt Schultz<schultzdevelopment@yahoo.com> Sent: Friday, January 8, 2021 9:18 AM To: Sub Name Mail <subnamemail@adacounty.id.gov>; Gregory Carter<gcarter@idahosurvey.com> Subject: [EXTERNAL] Prevail North CAUTION: This email originated from outside Ada County email servers. Do not click on links or open attachments unless you recognize the sender and know the content is safe. Verify the sender by mouse-hovering over their display name in order to see the sender's full email address and confirm it is not suspicious. If you are unsure an email is safe, please report the email by using the 'Phish Alert' button in Outlook. We are adding a phase 3 to Prevail Sub on the 5.25 acres to the north owned by Carl Reiterman at 5150 S. Meridian Road. 51131223510 and 51131223550 Can we reserve the sub name Prevail North? Greg Carter will be the surveyor. thank you Matt Schultz Schultz Development LLC (208) 880-1695 CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Prevail North Subdivision Date: 1/14/2021 City Staff:Joe Dodson Applicant(s)/Contact(s): Matt Schultz—Schultz Development Location: 5150 S. Meridian Road Size of Property: 5.25 ac. Comprehensive Plan FLUM Designation: Medium Density Residential (3-8 du/ac) Existing Use:Vacant Existing Zoning: C-2 Proposed Use: Detached single-family residential Proposed Zoning: R-8 Surrounding Uses: Vacant City property to the North; Meridian Road (SH69)to the West; RUT land to the West of Meridian Road; Undeveloped R-4 zoning to the East; Prevail Subdivision w/R-8 zoning to the South. Street Buffer(s)and/or Land Use Buffer(s): 35' landscape buffer along Meridian Road (entryway corridor)that should include a sound abatement wall like previous phases of Prevail Sub. Open Space/Amenities/Pathways: Minimum 10%open space and one amenity is required per UDC 11-3G-3. Determine if amenities in Prevail No. 1 &No. 2 will be shared. Proposed open space appears to exceed min. requirements. Ensure it is vegetated per code. Access/Stub Streets: Access is proposed via existing stub street in center of property; local streets continue through site and terminate in two cul-de-sacs, one at each end of the property. Staff recommends providing a stub street to the northern property(City Well site) boundary and to the eastern boundary to avoid constructing a second cul-de-sac and to provide better street connectivity. Work with Public Works on the preferred location of that stub and ACHD for correct design.Any existing access to Meridian Rd. is required to be closed upon annexation. Waterways/Floodplain/Topography/Hazards:Topography exists on site, increasing south to north. Carlson Lateral abuts site and comes down into the site from the north.Applicant is proposing to work with PW to tile lateral and move it to shared north boundary to allow better development of site.Work with irrigation district for any other requirements. Sewer/Water: Both available through future network constructed with Prevail Sub. to the south. History: N/A Additional Meeting Notes: Coordination with Public Works on Carlson Lateral placement and stub street is important. Staff highly recommends placing landscaping on proposed open space lot in such a way that lateral easement is not encumbered and also to allow for at least one large area of unobstructed open space for kids to play in (open space is in a great spot where all of the homes essentially front on it). 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) ❑ Settler's Irrigation District ❑ Building Department ❑ Idaho Transportation Dept.(ITD) ❑ Police Department ❑ Parks Department,Kim Warren ❑ Republic Services ❑ Fire Department ❑ Other: ❑ Central District Health Department ® Public Works Department—for stub street and ❑ Nampa Meridian Irrigation Dist.(NMID) lateral discussion. Application(s)Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modification/Transfer ❑ Short Plat ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Time Extension—Council ® Annexation ❑ Final Plat ❑ UDC Text Amendment ❑ City Council Review ❑ Final Plat Modification ❑ Vacation ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Variance ❑ Comprehensive Plan Amendment—Text ® Preliminary Plat ❑ Other ❑ Conditional Use Permit ❑ Private Street ❑ Rezone 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. NEIGHBORHOOD MEETING PREVAIL NORTH SUBDIVISION ANNEXATION AND PRELIMINARY PLAT 5.25 ACRES ON S. MERIDIAN ROAD March 30,2021 at 6:00 PM Name Address Phone 4 (-Lae)) 2. 3. 4. 5. IandproDATA Vicinity Map - Prevail North 5.25 Acres in Meridian, Idaho F 1^ >s;:l (ri 43°33'12.37" N 116-23'15.72" W Mar 21, 2021-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. Lo 777�) 00 Lo untitled Map � i ,Nrbe e description Foryour map n 1 PRELIMINARY PLAT SHOWING W. AMITY RD E. AMITY RD cco N O PRE VA IL NORTH SUBDIVISION o 60' 120' 00 . . W E � z o LOCATED IN GOVERNMENT LOT 2 OF SECTION 31 , SCALE 1" - 60' o SITE c" T. 3N . R . 1 E. B . M . MERIDIAN ADA COUNTY IDAHO < Q w sw o 2021 U N w Z � J ui Z cli J I 0 I I I J W. LAKE HAZEL RD E. LAKE HAZEL RD Z I O INI MERAM LLC U (n 4940 S MERIDIAN RD 0 MERIDIAN , ID 83642 I O PARCEL # S1131223020 m = - VICINITY MAP - N.T.S. C) >- c I I i t ILLI Q = Z I I I I OLL Z Q INI I w 0 Z c):f DR GRAVEL LLC m W W I ADA COUNTY - TREASURERS OFFICE I I E. AMITY RD � 4990 S. MERIDIAN RD MERIDIAN, ID 83642 MERIDIAN, ID 83642 PARCEL # S1 1 31 21 2400 I� PARCEL # S 1 1 31 223400 CITY OF MERIDIAN oP I I S. MERIDIAN RD I I MERIDIAN, ID 83642 0 oP 2749 'Lo 2'A �� PARCEL # S 1 1 31 223350 2747 2748 N �`J3 2727 46 -2743 2742 �� 03 O I I / GR 0 Qo / cal O w 4s U O EGR 2746 - - - �`�� - - - - - - - - - > 0 Qo CO Qo I II BLOCK 35 LoO < w co I BRIGHTON INVERTMENTS LLC Q � � cn < — _ = � Q � I 4��j I I — 2� 0 z TOR CT. R LN. 4 E. AMITY RD � Q N M N MERIDIAN, ID 83642 W Q Ln � w I I I I N M 2737 PARCEL S 1 1 31 244500 T� LI-I # 27 2735 II II 34 M o 2733 p II 273 N Y 70 2731 3 II O II 33 32 31 30 29 28 27 26 2729 17 18 19 20 21 22 23 24 25 � I BL K 1 2 Ll 2732, 19 20 21 22 23 24 S8 5.99 16 15 14 13 12 11 10 9 Q I ICI BLOCK 1 PREVAIL SUB BLOCK 6 N I I 1 IiI 19 20 21 22 23 24 PHASE 2 15 14 13 12 11 10 O U W III 18 A III PRE IL SUBDIVISION N .2 BLOCK 6 BLOCK 6 z o oNcfl I III I � cfl N ® 00 J I _ w -- -- - - — w — W CALDERA — oQ Q Cb (� -CALDEIFA oN z 0 CV J rSs J o- cn CD W c0 j N U W W W 0 Q U [V d 2 Lo ^ w i I I nrk 1 0 12° sD � r 00 Q U U m o 0 Ln Q w 00 n Q w w NOTES: Ln o o o 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. SRO NA F PRELIMINARY DEVELOPMENT FEATURES 2. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) /_1 \S T E ENGINEER SURVEYOR PLANNER LOTrDRAINAGET TO ANY EASEMENTPUBLIC ADJACENTREET. EXCEPT AS TO ANY LOT LINE NOTEADJAC ADJACENTISE TOAT HERE PUBLIC SHALL TREET A 5 (FIVE) FOOT PUBLIC UTILITY, IRRIGATION AND TOTAL ACRES......................................... 5.25 AC 9412 TOTAL LOTS............................................ 23 CK-ENGINEERING IDAHO SURVEY GROUP SCHULTZ DEVELOPMENT COMMON/OPEN SPACE LOTS................. 4 CHAD KINKELA, P.E. 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF GREG CARTER P.L.S. MATT SCHULTZ, P.E. ISSUANCE OF THE BUILDING PERMIT. 3/31/21 SINGLE FAMILY LOTS.............................. 19 1300 E. STATE ST 1450 E. WATERTOWER P.O. BOX 1115 AVERAGE BLDG. LOT SIZE..................... 7,198 SF SUITE 102 MERIDIAN, ID 83642 MERIDIAN, ID 83680 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO sTq TE OF VD P PROPOSED ZONING................................ R8 2 UNITS/ACRE EAG08LE,,3ID 833�616 208-846-8570 208-880-1695 ASSESSMENT BY BOISE BOARD OF CONTROL. y�0 S. KIN�� COMMON OPEN SPACE.......................... 51,870 SF OR 1.19 AC 6. ALL STORM DRAINAGE SHALL REMAIN ONSITE WITHIN SEEPAGE BEDS. STORM DRAIN SYSTEM SHALL BE OWNED AND MAINTAINED BY THE ADA PERCENTAGE OF OPEN SPACE.............. 22.6% COUNTY HIGHWAY DISTRICT. SHEET 7. LOT 36 & 37 BLOCK 1, LOT 1 BLOCK 9, AND LOT 1 BLOCK 10 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE PREVAIL NORTH SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS ASSIGNS. P 1 ■ 0 Lo 00 Lo N N PRELIMINARY PLAT SHOWING +E o O PREVAIL NORTH SUBDIVISION S VL V z 0 LOCATED IN GOVERNMENT LOT 2 OF SECTION 31 , Q W T. 3N . , R. 1 E. , B . M . , MERIDIAN , ADA COUNTY, IDAHO 0 40' 80' w 2021 z J SCALE 1" = 40' 04 GP < 42 I \�, CD 3 2748 N N 2� 7 II I 2747 �`' CARLSON LATERAL RELOCATED L— Q �G 2745 746 48 CLASS III RC M 2742 w 803 2743 �� ti�� 21J3 G� Q Id 4 Id Id 4— Id 708•8 `�� 2746 33. O EGR 2746 �`3 - LLO 0 1109' PI I —4PI —4PI —4 PI _ 10 1 m I = II PI —4PI —4 —4PI 4PI 4 —4 4 P_ — — — Lij EGR Q N IM II I BLOCK 9 1 — = _ _ _ _ 2745 E W W M I 7,90 sgft Q IIr r r r r • r r r r C • • • w N s s 1 ' M 124.8 s s I 2739 3 II N I � • I 5 . ' 50.0' 6 0' 0' 6 .0 5 0' 50.O' I I I 2737 I 2736 I1 N 2735 1 I �4J 273 M II 2733 34 rn cr cn cn rn 273_2 cn rn _ II II c^ �' f - f Cn j Cn f d O cn O rn cD W co O p O O O �I O O O O O cn O W O rn o o O o 0 o w o 2737 0 0 0 o iv O O O Y c1t O O �� cQco• n CO vi O vi p co O cn O cn O vi O - 273 t O co O cn - cn - co - 10 FO T CONCR I o rt rt rt rt PATHW Y 0 0 � I I 1 � 2729_ rt N 33 32 31 30 29 28 27 26 33. 0' 17 18 19 20 21 1 22 23 24 25 (J-) I � BLC CK 1 47.00' BLOCK 6 1 10' 11 11 .4' �7.6' 50.0' 50.0' 50.0' 50.0' 50.0' 70.0' _ 70.0' 50.0 0.0' CD 4 I y Iai ly I 2732� N----19 20 21 22 23 24 25 16 15 14 13 12 11 10 O9 W Q wo 0 0 o 0 0 0 o G,R I;I o 111 PREVAIL SUB BLOCK 1 PHASE 2 0 CD N U p 35'-0" o p Y Z W pCVj U R.O.W R.O.W R.O.W R.O.W 25'-0" � 6' o 42'-0" 47'-0" _ui r" rn Z 33'-0" 33'-0" Lu o Z `� a a wo 00 o z W Q Li N N J W SOUND PROOF z cn CD L-j Y N J MIN 2' LEVEL 16'-6" 16'-6" MIN 2' LEVEL 16'-6" 16'-6" Z ~ a N a =LANDING BEHIND LANDING BEHIND BARRIER WALL ,�; C) SIDEWALK (TYP) 2' S' 2' 14'-6" 14'-6" 2' 2' 2 SIDEWALK (TYP) 2' S' 2' 14'-6" 14'-6" 2' S' 2' � o o a N 3.1 8' S FX G�Z 311 �� i V � m ~ m L G _ � SGOpEAX CUT �.1 PE SC�PFAX CUT S�GP�x 10 FT WIDE CONCRETE z � � 2.00% SLOPE 2.00% SLOPE 5�0 3/ 1 2.00% SLOPE 2.00% SLOPE BERM \ \ \ M C� /\/ \ ",\\. 3.1 PATHWAY Q w w \\///\\//�\//�\/�\ \.\\r. \/�\ F/(� AX CUT F M`1X CU = Q J T f38'-0" 12'-6" 14" OF 6" CONCRETE SIDEWALK EXTEND BASE MATERIAL 14" OF 6" _ CONCRETE SIDEWALK EXTEND BASE MINUS PIT RUN PER ISPWC AND ACHD 6" BEHIND CURB (TYP) MINUS PIT RUN MIN 2' LEVEL LANDING PER ISPWC AND ACHD MATERIAL 6" BEHIND SUPPLEMENTAL DRAWING 2Y2" OF ASPHALT PAVEMENT SUPPLEMENTAL DRAWING BEHIND SIDEWALK (TYP) ' �`� S��o� co CURB (TYP) EXISTING EP SD-709 (TYP) � ST SD-709 (TYP) G' �" OF ASPHALT PAVEMENT STANDARD ROLLED CURB & GUTTER CONCRETE SIDEWALK PER MERIDIAN RD FINISHED GRADE OF ZRESIDENTIAL LOT 4" OF -" MINUS 3 ° PER ISPWC AND ACHD SUPPLEMENTAL ISPWC AND ACHD STANDARD ROLLED CURB 4" OF / MINUS DRAWING SD-702 SUPPLEMENTAL DRAWING /\\/\\/\\\\\ \ \ \\/�\\ \ /\\� 9412 CRUSHED GRAVEL & GUTTER PER ISPWC & CRUSHED GRAVEL �\i\i\i\i\i\ ACHD SUPPLEMENTAL SD-709 (TYP) EXISTING DRAWING SD-702 3/31/21 BARROW DITCH sT �o 0y TYPICAL 42' ROW SECTION WITH 33' STREET SECTION TYPICAL 4T ROW SECTION WITH 33' STREET SECTION EXISTING MERIDIAN ROAD W/BERM 'DS. K1N� - NTS - - NTS - - NTS - SHEET p 1 . 1 ORIGINAL SKRVEY ON FILE A- CK ENGIN-C2ING 7 8 °,°O, S�OF o1D�OOOo 3 q 6 3 3 5 EA SB 5 3 3 3 0° GG 6 GA 3 GG 3 2 EA SB 15 3 M M 5 2 EA sB 15 END GB 3 1416 �� „ START 3 6 3 START 3 VG 3 PRELIMINARY 5 $ G SB 5 M 5 SB 5 6 VG 55 6 5 VG SB GB GB GB VG SS M GB N OT FO Ft M M PM M GB M GB �- �� " CONSTRUCTION q + + + + + + + + ,. �SB PI \ + + + + + + + + + + + + + + + + . 00 � ypp0 z + .. 4 .y. .., .. ., - \ 4 4 PI 4 PM 4 PI .. 'a / i 3 OOO0000 00000000°°� > 6 3 EA • ,••., 4 PF 4f-PI +4 PF t 4FPI ��4 r a�Pl pP 4 PI -r " + +4 + + + + + + + + + + f'f' + + + + + Q ' + + + + Q + + + + + + + + + + + + + + + + ` Z 3 + + + + + + t ot?o . + + + + + + + + + + + PM + + + + + + + + + + + + + + + + + + + + + + + + + 3 0 + + + •+ + + + + + + + + + + + + + + + + + +� Q ° + + + + + + + + + + + + + + +� + + '+ Z + + + + + + + + + i.`. , ' GB w 3 2 M 3 5 + + + + - + + + + + + + + + + + + g + + + + 6 + + + + + + + + + + + + + Q G START 56 56 / END + U r + + + + END E o M + 1 1 oin W 6 + E. o � vo00 Ecn O + L E 7 C a 1 �i O w ++I ': AD - AG E. LIBERATOR CT. TT E. LIBERATOR LANE AG TT o o o � oO�DCD Lu 5 .s CL0 0 � Yc� 0 + + U O) 0 s (0 - K s � L O yh C U.-II � s N 513 Q + PM 1 - - - - - - - - w N.4 r C, z o _ 0 A END - O + Z ' 3 i - 3 Z 3 ... M L 2 w Qo + Lu t'I' MA w 6 ++� III M 3 / I I I I I I Q H a F+++ ,t.. 8 PM / Z Uj ++ O 6 3 I 0- ++ 2 513 / + 5 Q to K G3 6 I I!I 6 3 / I OI OI I I OI OI Y+ EA5 ss + GB 32 O D28 O O O I I 23 I 24 I 25 o M 3) ozzw END + END START END 4 3 START 'I 10 4START 4 4 w z w Copyright c�2021 z All rights reserved. Reproduction or use in any form o or by any means without written permission of 2 T LANDSCAPE PLAN Breckon Land Design Inc is unlawful and subject to Jcriminal prosecution. 1 N 40 0 40 80 120 a a SCALE: I"- 40'-0" PROJECT INFORMATION LANDSCAPE LEGEND10 LANDSCAPE NOTES: TURF AREA PREPARATION NOTES■ TOTAL 51TE AREA: 228 7G5 S.F. (5.25 ACRES) Lu 1. GONTRAGTOR SHALL REPORT TO LANDSGAPE ARGHITEGT ALL CONDITIONS WHIGH IMPAIR AND/OR PREVENT THE PROPER EXEGUTION OF 1. LIMIT TURF SUBGRADE PREPARATION TO AREAS TO BE PLANTED. PLANTS TO BE INSTALLED a THIS WORK, PRIOR TO BEGINNING WORK. 2. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4 INCHES. REMOVE STONES LARGER THAN I INCH IN ANY BUILDING SETBACKS: + 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSGAPE ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE DIMENSION AND STIGKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. FRONT: 25' o MATERIALS OF SIMILAR SIZE AND GHARAGTER MAY BE CONSIDERED IF SPEGIFIED PLANT MATERIALS GAN NOT BE OBTAINED. 3. SPREAD PLANTING SOIL OVER LOOSENED SUBGRADE. BACK: 12' w 3. COORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT DRAWINGS. 10 4. REDUGE ELEVATION OF PLANTING 501L TO ALLOW FOR SOIL THIGKNESS OF SOD. SIDE: 3' H 4. COORDINATE WORK SCHEDULE AND OBSERVATIONS WITH LANDSGAPE ARGHITEGT PRIOR TO GON5TRUGTION START-UP. 5. UNGHANGED SUBGRADES: IF TURF IS TO BE PLANTED IN AREAS UNALTERED OR UNDISTURBED BY EXGAVATING GRADING OR VISION TRIANGLE z 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. SURFACE-SOIL STRIPPING OPERATIONS, PREPARE SURFACE SOIL AS FOLLOWS: AVERAGE BUILDING LOT 51ZE: TIg8 SQUARE FEET 6. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE 501L. -------------------- GUT EDGE AS DETAILED REJEGTED IF NOT IN A SOUND AND HEALTHY CONDITION. B. LOOSEN SURFACE 501L TO A DEPTH OF AT LEAST 6 INGHES. APPLY 501L AMENDMENTS AND FERTILIZERS AGGORDING TO NUMBER OF PARKING AND BICYCLE STALLS REQUIRED/PROVIDED: O/O 1010 7. IN THE EVENT OF A PLANT COUNT DISGREPANGY, PLANT SYMBOLS SHALL OVERRIDE SGHEDULE QUANTITIES AND GALL OUT SYMBOL PLANTING 501L MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL 501L TO A HOMOGENEOUS MIXTURE OF BERM Q Lu NUMBERS. FINE TEXTURE. LINEAL FEET OF STREET FRONTAGE (NOT INCLUDING LOGAL STREETS, 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF LARGE (2" MINUS) BARK MULCH. SUBMIT SAMPLE FOR 6. APPLY 501L AMENDMENTS DIREGTLY TO SURFACE SOIL BEFORE LOOSENING. IN WHIGH HAVE NO STREET TREE REQUIREMENTS, BUT INCLUDING 6'-0" VINYL FENGE w APPROVAL. A. REMOVE STONES LARGER THAN I INGH IN ANY DIMENSION AND STIGKS, ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. PARKWAY ALONG E. LIBERATOR LANE): C160 L.F. z cf. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF AGGEPTANGE BY THE OWNER. B. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, VEGETATION, AND TURF, OFF OWNER'S PROPERTY. 6'-0" TUBE STEEL FENGE O ° REPLAGE ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY GONDITION IMMEDIATELY WITH THE SAME 51ZE AND SPECIES AT NO 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM 5URFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO TOTAL NUMBER OF TREES PROVIDED: 3q co LL GOST TO THE OWNER. WITHIN PLUS OR MINUS 1/2 INCH OF FIN15H ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FIN15H TOTAL NUMBER OF TREE SPECIES: 6 - - PROPERTY LINE (VERIFY)10. FIN15H GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT SURFACES AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE GRADES. LIMIT FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. Ir M Q W (� WITH THE 51TE GRADING PLAN. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF 501L 15 DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. BOULDERS 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUB1G YARDS OF APPROVED GOMP05T PER 1000 SQUARE FEET. DO NOT CREATE MUDDY SOIL. CITY OF MERIDIAN p� ROTO-TILL ORGANIG MATTER A MINIMUM OF 6 INGHES INTO TOPSOIL. q. BEFORE PLANTING, OBTAIN LANDSCAPE ARGHITEGT'S AGGEPTANGE OF FIN15H GRADING; RESTORE PLANTING AREAS IF ERODED OR 10 QUANTITY Z O 12. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM' PLANTING TABLETS. QUANTITY PER MANUFACTURER'S RECOMMENDATION5. OTHERWISE DISTURBED AFTER FINISH GRADING. LANDSCAPE REQUIREMENTS JB PLANT IDENTIFICATION KEY O 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18 DEPTH OF TOPSOIL. LAWN AREAS SHALL HAVE A MINIMUM 12 DEPTH OF TOPSOIL. Q = W SPREAD, GOMPAGT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE 3" BELOW ADJAGENT SURFAGES OF PLANTER BED S. 7 AREAS, 1-1/2" BELOW ADJACENT SURFACES OF TURF SOD AREAS, AND I" BELOW ADJAGENT SURFAGES OF TURF SEED AREAS. $ S. MERIDIAN ROAD BUFFER ++++++++ TURF SOD OVER L Q n 14. REUSE EXISTING TOPSOIL STOCKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY + + + + APPROVED TOP SOIL AS LL SUITABILITY AND GONDITION OF TOPSOIL AS A GROWING MEDIUM. PERFORM SOIL TEST/ ANALYSIS AND PROVIDE ADDITIONAL N Requirements: LENGTH TREES REO'D TREES PROVIDED + + + + SPECIFIED. Q /r AMENDMENT AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, GLEAN AND FREE OF TOXIC, I TREE PER 35 L.F. 207 L.F. 6 q + + + + \� MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE A PH OF 5.5 TO 7.0. IF ON51TE I(V AND SHRUBS, TURF, WIDTH / TOPSOIL DOES NOT MEET THESE MINIMUM STANDARDS, GONTRAGTOR 15 RESPONSIBLE TO EITHER: OR GROUNDGOVER 35' BUFFER < W v F A) PROVIDE APPROVED IMPORTED TOPSOIL, OR I CO E. LIBERATOR LANE/CT. PARKWAY 3" DEPTH OF 2" MINUS ^ Q B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE LANDSGAPE ARGHITEGT. BARK MULCH OVER CD 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURGE5 15 REQUIRED, ENSURE IT 15 FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, Requirements: ENGTH TREES REQ'D TREES PROVIDED APPROVED TOPSOIL AS Q :�i REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 2 I TREE PER 35 L.F. 755 L.F. 22 22 SPEGIFIED. w o INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. AND SHRUBS, TURF, ' ^ Q 7 A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THOSE FOUND ON THE OR GROUNDGOVER FE5GUE SEED MIX. SEE SHEET v, L PROJEGT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES WHERE TOPSOIL OGGURS AT A DEPTH OF NOT LESS OPEN SPACE REQUIREMENTS L/I.5 FOR NOTES. 0- < o THAN 4 INGHES.B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR AGIDITY, FERTILITY, TOXIGITY, AND GENERAL TEXTURE BY A REGOGNIZED I y2" SQ. TUBE STEEL G O `"' GOMMERGIAL OR GOVERNMENT AGENGY AND GOPIE5 OF THE TESTING AGENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE RAIL Requirements: AREA TREES REOP TREES PROVIDED J FURNISHED TO THE OWNER'S REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL SHALL BE DELIVERED IN A FROZEN OR MUDDY I TREE PER 8,000 51,870 S.F. 6 6 L J W CONDITION. ACIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. 1/2" 50. TUBE STEEL SEED OR SOD.SQUARE FEET, AND CALLOUT LEGEND r E � I6. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE CREATED FROM LANDSGAPE OPERATIONS AND DISPOSE OF PICKET LO PROPERLY OFF SITE. AT 4" O.G., TYP. - PATHWAY REQUIREMENTS 0 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL A.G.H.D. STORM DRAIN PIPE, 5TRUGTURE5, OR FAGILITIES. TREES - o O 40' VISION TRIANGLE _0 SHALL NOT BE PLANTED WITHIN 5'-0" OF AN A.G.H.D. SIDEWALK. SOLID T� I Requirements: LENGTH TREES REOV TREES PROVIDED � I CO 1 TREE PER 100 3q0 4 O BERM IN GOMBINATION WITH 6' HIGH SIMTEK WALL, SEE - 18. SEEPAGE BEDS AND OTHER STORM DRAINAGE FAGILITIES MUST BE PROTEGTED FROM ANY AND ALL CONTAMINATION DURING THE L.F..LINEAR FEET OF DETAIL 7/LI.S. GON5TRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION SYSTEM. o H. IN THE EVENT OF A DISGREPANGY, NOTIFY THE LANDSGAPE ARGHITEGT IMMEDIATELY. PATH. � 2" SQ. TUBE STEEL O PROPOSED 6'-O" TALL VINYL FENCE, SEE DETAIL 3/L1.5. POST AT 6 O.G., TYP. FENCING REQUIREMENTS O PPROPP055ED 6'-0" TALL VINYL FENGE (TO BE INSTALLED BY TOPSOILNOTES PERIMETER FENCE 1,175 L.F. 6-O VINYL FENCE PERIMETER FENCE BY BUILDER 1,026 L.F. 6'-0" VINYL FENCE O PROPOSED 6'-0" TALL TUBE STEEL FENCE, SEE DETAIL 7 c� 1. TOPSOIL REQUIREMENTS: A5TM D 5268, PH RANGE OF 5.5 TO , FOUR PERCENT ORGANIG MATERIAL MINIMUM, FREE OF STONES 1/2 5 1&1.0. INCH OR LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT GROWTH. GONGRETE PAVING MIGROPATHWAY FENCE 12-7 L.F. 6-0" TUBE STEEL D 2. TOPSOIL 5OURGE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE 51TE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, OR LANDSGAPE O NOTE: STREET LENGTH DOES NOT INCLUDE VISION TRIANGLES. 2'-4' DIAMETER BOULDERS (TOTAL QUANTITY-25), SEE NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF FINISH GRADE, REFER 6 DETAIL 6/1-1.5. a ROOTS, STUMPS, ORGANIG MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLAN 4 TO PLANT GROWTH. TOPSOIL SHALL BE 5GREENED TO ACHIEVE TH15 REQUIREMENT. SIN 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY AND GENERAL TEXTURE BY A REGOGNIZED GOMMERGIAL OR rn GOVERNMENT AGENGY AND COPIES OF THE TESTING AGENGY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO THE a a LU o= w 0 ARGHITEGT'5 REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE AMENDED TO ACHIEVE SPEGIFIED PH AND ORGANIC PLANT SCHEDULE y w 19 C Z r- REQUIREMENTS. RE-TEST TOPSOIL PRIOR TO FINAL GOMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO TOPSOIL SHALL BE \� w m LOUa o c v� PLACED WHILE IN A FROZEN OR MUDDY CONDITION. QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS �� Z�;W Z 4. PLACE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS SCHEDULED. PLACE TOPSOIL DURING DRY WEATHER. PROVIDE D Z I a�w w ADDITIONAL IMPORTED TOPSOIL REQUIRED TO BRING SURFACE TO PROPOSED FINISH GRADE, AS REQUIRED. DECIDUOUS SHADE TREES cc I �� calixN o c a 4°Z 0 5. COMPACTED TOPSOIL THIGKNESS AT THE FOLLOWING AREAS: 400 C A. LAWN AREAS: q INGHES MINIMUM OR AS NEGE55ARY TO ACHIEVE EVEN GRADES WITH SURROUNDING LAWN AREAS. 12 AG Acer platanoides 'crimson King' Crimson King Maple 2" GAL. B B 45'H x 35'W I I a z w 0 B. PLANTER BEDS: 18 INGHES MINIMUM a a 3 AD All platanoides 'Deborah' Deborah Norway Maple 2" GAL. 134B 50'H x 50'W 11 Co 6. FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFACE WITH LOOSE, UNIFORMLY FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, 12 TT Tilia tomentoso Silver Linden 2" GAL. B4B 50'H x 35'W 11 o AS REQUIRED TO MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW FIN15H GRADE OF PAVEMENTS AREAS FOR o 3 OR Quercus rubs Northern Red Oak 2" GAL. BBB 50'H x 35'W III REVISIONS SOD AND I" FOR SEED. M No. Date Description a 7. TOPSOIL STOCKPILE LOGATIONS TO BE GOVERED COORDINATE WITH EROSION AND SEDIMENT CONTROL PLAN. 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL SHALL ONLY BE STOCKPILED IN PROPOSED a CONIFEROUS TREES IMPERVIOUS AREAS. NO GRAVEL OR ROCK MATERIALS SHALL BE 5TOGKPILED OR TEMPORARILY PLACED IN PROPOSED LANDSGAPE AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROCK MATERIALS. GONTRAGTOR SHALL ,N q PP Picea pungens 'Hoopsll' Hoop's Blue Spruce (b-7' HT. B$B 30'H X 15'W T SUBMIT A DETAILED STOCKPILE PLAN TO LANDSGAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. PROJECT NO.: ORNAMENTAL TREESIr WEED ABATEMENT NOTES: 4 GG Gercis conadensis Eastern Redbud 2" GAL. Bff B 25'H x 20' W I 21028 B NOTE: DRAWN BY: 0 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO I) FINISH SHALL BE MANUFACTURE'S POWDER COATING. SUBMIT COLOR SAMPLE FROM FULL COLOR SHRUBS/PERENNIALS/ORNAMENTAL GRASSES TC Z PALETTE FOR OWNER APPROVAL PRIOR TO ORDERING. PLANTING OR� HYDROSEEDING. #1 5'H X 3'W CHECKED BY:2) CONCRETE POST FOOTING SHALL BE 12 MINIMUM DIAMETER X 36 DEEP (4500 PSI). 27 GA Galamagrostis x acutiflora Overdam Overdam Feather Reed Grass > 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UP,& (GONTAGT HERBIGIDE) OR APPROVED EQUAL. a) 3) ALL FIELD WELDS SHALL BE GROUND SMOOTH AND POWDER COATED TO MATCH ADJAGENT 41 GB Gornus albci Bailhalo Ivory Halo Dogwood #5 5H X 5W JB c 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED WEEDS FROM THE SITE. #5 6'H X 6'W SURFACES. 26 EA Euonymus alatus Gompactus Dwarf Winged Burning Bush DATE: 4. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONCLUSION OF Co 4) CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY DESIGN PROFESSIONAL 83 MA Mahonia aquifolium 'Gompacta' Compact Oregon Grape #2 3'H x 4'w 3 17 2021 � TH15 WATERING PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. PRIOR TO INSTALLATION. TUBE STEEL GATES SHALL BE POWDER COATED - GOLOR AS DIRECTED BY 32 PM Pinus mugo 'Slowmound' Slowmound Dwarf Mugo Pine #5 3'H X 5'W LU 0 5. APPLY SEGOND APPLICATION OF GROUND-UP-4 TO ALL EXPOSED WEEDS. APPLY IN STRICT GONFORMANGE WITH MANUFACTURER'S OWNER 88 SS Salvia x sylvestrls 'Mainacht' May Night Salvia #1 15H X 1.5'W SPEGIFIGATIONS AND INSTRUGTION5. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. 47 5B Spiraea x bumalda 'Anthony Waterer' Anthony Waterer Spirea #2 4'H X 4'W 6. IF ANY EVIDENGE OF WEED GERMINATION EXISTS AFTER TWO (2) APPLIGATION5, CONTRACTOR SHALL BE DIRECTED TO PERFORM A 18 VG Viburnum carlesii Korean 5 ice Viburnum #5 6H X 6W SHEET NUMBER THIRD APPLIGATION. TUBE STEEL F E N C E A i 7. AT THE TIME OF PLANTING AND HYDRO5EEDING, ALL PLANTING AREAS SHALL BE WEED FREE. L1.0 0 I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SKRVEY ON FILE A- CK ENGIN-C2ING DRYLAND SEEDING REQUIREMENTS IRRIGATION NOTES: WHENPRNTHE BUD TRUNK OF o° POINT (A MINOR CROOK IN THE ROOT FLARE/COLLAR (SWELLING AT o°°op0��0poOoo ° E I o JUST ABOVE THE SOIL LINE WHERE STEM TISSUEITz D�°Ooo I. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC, UNDERGROUND SPRINKLER SYSTEM WHIGH TRANSITIONS INTO ROOT TISSUE) TO o0 5 �� o 0 GENERAL OVERVIEW SOIL LINE) TO BE INSURES COMPLETE GOVERAOE AND PROPERLY ZONED FOR REQUIRED WATER USES. EACH BE AT SOIL LINE. THIS REPORT OUTLINES RECOMMENDED REVE6ETATION AND SLOPE STABILIZATION HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL STATIONS. APPROXIMATELY I Y2" 4 PREVAILING WIND PRELIMINARY ABOVE THE SOIL ROOT PROBE �';J MEASURES FOR DISTURBED GUT AND FILL SLOPES WITHIN THE PROJECT LIMITS AS DEFINED ON 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. LINE $h, bjry DIRECTION NOT FOR w 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS THE AGGOMPANYIN6 PLAN WHIGH WILL BE SEEDED WITH THE DRYLAND SEED MIX AND NOT ', CONSTRUCTION AND Ib" AT PLANTER BEDS. - �' IRRIGATED. THESE RECOMMENDATIONS ARE MADE TO PREVENT SHORT TERM AND LONG TERM �,;,, < 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. ANNUALS, SOIL LIN ,, E a� - f �; SOIL EROSION AS WELL AS TO PROVIDE AN AESTHETIC, REVE6ETATION WHIGH WILL BLEND WITH PERENNIALS GROUND COVERS OR SHRUB MA55IN65 SHALL HAVE APOP-UP SPRAY SYSTEM. 2•i '�� REMOVE DEAD/DAMAGED BRANGHES 000O�SCA4°000° o THE EXISTING NATURAL SURROUNDING AREA. THE MEASURES INGLUDE REVE6ETATION AND 5. ELEGTRONIC WATER DISTRIBUTION/ TIMING GONTROLLERS ARE TO BE PROVIDED. MINIMUM _`��, - ��1 °p0pE111DO CONTROLLER REQUIREMENTS ARE AS FOLLOWS: �o Fcti e� AND PRUNE TO INTERNATIONAL o HYDROMULGHIN6 PROCEDURES FOLLOWING TOPSOIL DISTRIBUTION AND FINE GRADING. THE SOCIETY OF ARBORICULTURE Z ' AREA TO BE REVE6ETATED GONSISTS OF ALL DISTURBED AREAS RELATED TO GRADING FOR Q• PRECISE INDIVIDUAL STATION TIMING �� - � ,� STANDARDS; IMPROPERLY PRUNED o b. RUN TIME GAPABILITIES FOR EXTREMES IN PRECIPITATION RATES ° - x GONSTRUGTION AND ANY OTHER AREAS DISTURBED IN THE PROCESS OF GONSTRUGTION. THE _``vimz TREES (AS DETERMINED BY THE c. AT LEAST ONE PR06RAM FOR EACH HYDROZONE � �; _'� �'^ LANDSCAPE ARGHITEGT) SHALL BE SLOPES TO BE AFFEGTED VARY WIDELY IN DEGREE AND ASPECT. d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF wry y o M M HIGHEST ROOT SHALL d REMOVED AND REPLACED. DO NOT E a) o e. POWER FAILURE BAGKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING STATIONSFl�lli N BE 2 MAXIMUM `� REMOVE MAIN LEADER!! o o a WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. , ;r �'GENERAL EARTHWORK BELOW SOIL LINE. a"� , �i o o o 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE � hv� » ? CD v oo N `' ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR CONSTRUCTION WITH MINIMAL, IF UTILIZE SOIL/ROOT `j° ':r RUBBER GINGH TIE ° 2 a N ° °J WATER TO RESPEGTI VE HYDRO-ZONES. h' WHEN PRESENT: BUD w ANY, DISTURBANCE TO THE SURROUNDING NATURAL SLOPE OR VEGETATION. ALL FINISHED PROBE AROUND n ?, POINT (A MINOR a ° E D a w 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 1003o HEAD TO HEAD COVERAGE TRUNK (APPROX I"-2" `�I `�' s" 2"x 2" WOOD STAKE (LENGTH AS ROOT FLARE/COLLAR (SWELLING AT a) N 0 o o E o N GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION BETWEEN NEW WITH TRIANGULAR SPACING. ! ?' � -� CROOK IN THE TRUNK s Q us � Y �, p AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR ADDITIONAL 5. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS SURFAGES AWAY FROM TRUNK) ''a 9"�� REQUIRED)-DO NOT PENETRATE JUST ABOVE THE SOIL LINE WHERE STEM TISSUE a c°i o L-° a ob N `o v o TO LOCATE HIGHEST �`v�J� �i^'�a� FOOTBALL. SEE NOTE I. SET STAKES TRANSITIONS INTO ROOT TISSUE) TO w U, M a a s; z REQUIREMENTS. (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). f „,�K,;�„, SOIL LINE) TO BE > = o .m = 3 N a ROOTS. �g p PARALLEL TO PREVAILING WIND. „ BE AT SOIL LINE. v 3 U, 3 u 0 cCc) o q. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EAGH (6) AUTOMATIC, VALVE ZONES. b� "% 1 Isa^ ! APPROXIMATELY I Y2 PREVAILING WIND � u- a [3 APPROVE Q.G.V. LOGATIONS WITH LANDSGAPE ARGHITEGT. " ` ABOVE THE SOIL ROOT PROBE w SITE PREPARATION � ��,;,:,t;1; REMOVE TREE WRAP TRUNK LINE EARTHWORK PROCESS SHOULD BE61N WITH GLEARIN6 LARGE SHRUBS FROM THE AREAS TO A' A' �- �, "`�� PROTECTION, AFTER INSTALLATION BE DISTURBED. WOODY STEMS AND BRANGHES SHALL BE CHIPPED ON SITE TO IMPROVE THE �` w L REMOVE BURLAP, � �;-, `,� ,;,;�, CONSTRUCT 2" EARTH BERM AT EDGE SOIL LINE AMOUNT OF OR&ANIG MATERIAL IN THE TOP SOIL. NATURAL TOPSOIL OGGURS AT VARYING � �', ( �Q' N _ _ TWINE, AND WIRE rrx l, ` OF ROOTBALL FILL TREE RING W/ N REMOVE DEAD/DAMAGED BRANGHES > DEPTHS ON THE PROJECT SITE. THE TOPSOIL SHOULD BE EXGAVATED AND STOGKPILED AT BASKET FROM TOPS ' �' AND PRUNE TO INTERNATIONAL A = LENGTH, AS SPEGIFIEDA'� ,c'�� MULCH, AS SPEGIFIED. o DESIGNATED STORAGE AREAS PRIOR TO THE PROPOSED GRADING OPERATIONS. � OF FOOTBALL w w OR PER PLANT SGHEDULE 0-1 'jy'`� �� ' ti SOCIETY OF ARBORICULTURE m REMOVE ALL NAILS, _ 0 w 0 0 1rb� 3" THICK MULGH LAYER, KEEP MULGH STANDARDS; IMPROPERLY PRUNED a 9' P TIES, AND PLASTIC �3" z �" TOPSOIL DISTRIBUTION B = b5% OF 'A' N w 0 Q 3 AWAY FROM TRUNK. TREES (AS DETERMINED BY THE Z FROM ROOTBALL. IF J N s o ONGE THE GENERAL EARTHWORK IS GOMPLETE AND ROUGH GRADING HAS BEEN SYNTHETIC BURLAP IS FINISH GRADE r LANDSGAPE ARGHITEGT) SHALL BE + HIGHEST ROOT SHALL REMOVED AND REPLACED. DO NOT AGGOMPLISHED, THE TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM DEPTHS UTILIZED TO WRAP w \ \ \ \ / /\/\/\ COMMERCIAL SLOW RELEASE BE 2" MAXIMUM REMOVE MAIN LEADER!! AS SPEGIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO HOLD THE FOOTBALL, IT N \ \ \// \/\ ,<% `" :t'- < ="., \\ / / \ L LINE. SHALL BE Q wm °�/jV�/jV�// /VA/jV�/j; //� � /////��/��// FERTILIZER TABLETS BL�E 5011E/ROOT RUBBER GINGH TIE TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY GOMPAGTED UTILIZING A PLAN VIEW COMPLETELY SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR ANOTHER METHOD FINISH GRADE PER PLANS REMOVED. ONLY =III \/ \/ SIDES OF HOLE ROUGH UNEVEN PROBE AROUND - o K WITH EQUAL GAPABILITY. IT IS OUR REGOMMENDATION THAT ANY NEGE55ARY MEGHANIGAL BIODEGRADABLE TRUNK (APPROX I 2 2 x 2 WOOD STAKE (LENGTH AS ° BAGKFILL WITH APPROVED TOPSOIL AWAY FROM TRUNK) REQUIRED)-DO NOT PENETRATE MEANS OF EROSION CONTROL BE IN PLACE PRIOR TO BEGINNING SITE DISTURBANCE. EDGING, PER PLANS AND DETAILS BURLAP SHALL BE - L AND SOIL AMENDMENTS AS TO LOCATE HIGHEST ROOTBALL. SEE NOTE I. SET STAKES ' w ONGE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVE6ETATION SEEDING SHALL LEFT ON THE BOTTOM = - - - SPEGIFIED. BAGKFILL IN 6" LIFTS, ROOTS. �D PARALLEL TO PREVAILING WIND. w FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE SURFACE CRUSTING AND TO FACILITATE 6ROUNDGOVER PLANTING PER OF THE FOOTBALL. WIDTH WIDTH WIDTH WIDTH WIDTH WATER EACH LAYER, TAMP BETTER ROOT PENETRATION, THE SURFAGE SHOULD BE SGARIFIED PRIOR TO SEEDING. PLANTING PLAN LIGHTLY AS REQUIRED BAGKFILL REMOVE TREE WRAP TRUNK ° OF BALL OF BALL OF BALL OF BALL OF BALL 0 17 SOIL EVEN W/ TOP OF ROOTBALL, Q PROTECTION AFTER INSTALLATION w SEEDING MULCH, PER PLANS, 3" DEPTH OVER DO NOT OVER GOMPAGT!! J 0 w ENTIRE BED. DO NOT GOVER GROWNS 5' MIN. DIA. TREE RING 0 ` O GONSTRUGT 2 EARTH BERM AT EDGE APPLY SEED TO THE PROJECT SITE BY HYDROSEEDIN6. M OF PLANTS 0 Copyright C 2021 SET FOOTBALL ON NATIVE, z OF FOOTBALL, FILL TREE RING W/ Z THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXEGUTION FOR SEEDING. _ _ VA V/V/V/ V/ V/V/\ g All or resered. ReproductionoruseInanyif m o IIIIIIIIIIIII VA°/VA /VAS/VAS/VAS/VA VA ° ° SPLIT ALL ROOT BOUND ROOTS WITH 3 NOTES: UNDISTURBED SOIL Q MULCH, AS SPEGIFIED. or by any means without x /A/ A/A/A/A / A/A/A if) m Breckon Land Design,Inc.is unlawful and subject to 0 SEED MIXTURE: PURE LIVE SEED 95 MIX - -III- VA°/VA /VA°/VA°/VA°/VA V OVA°/VA°/ EG2UAL SPACED VERTICAL GUTS. I. THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS RESPONSIBLE TO p 3" THICK MULCH LAYER KEEP MULGH criminal prosecution. 1 /iv// //v//v//v//v//v v //v//v/ 0 w HARD FESGUE 25 -III- //A°/ jA j / DEWITT PRO 5 WEED BARRIER FABRIC I!NjRR�RANTY PERIOD OR I YT ALL TREES EAR AFTER UBPLANTED STANTIALNDGOMPLET ON THAT THEY WHIGHIEVER IS 6REA ERN 5TRAI FOR �ALL S°TAKIN6 REMOVE BURLAP, 3 AWAY FROM TRUNK. VA°VA°VA°V/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/ /VA° OR APPROVED EQUAL TWINE, AND WIRE SHEEP I �R�D FESGUE �� V % %�� / �\ SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. BASKET FROM TOP �w FINISH GRADE 0 2. IN THE EVENT OF A QUESTION OR LACK OF GLARITY ON THE DRAWINGS, THE CONTRACTOR IS TO NOTIFY THE //A//A// / // ;:y ';.J .... COMMERCIAL SLOW RELEASE z WIN&LEY GHENINC75 FESGUE 25 TILL SOIL TO A DEPTH OF 12 , -III-I -III-III-III-III-III-III-III-III-III-III-III-III LANDSGAPE ARGHITEGT BEFORE PROGEEDIN6. of ROOTBALL, - v/v/v/ /v/ v /v /v/ / w BAGKFILL WITH APPROVED TOPSOIL REMOVE ALL NAILS Q w \ AA °AAA FERTILIZER TABLETS 3. LANDSGAPE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION OF TOTAL SEED 40 LBS PURE LIVE SEED =III-III-III-III-III-III-III-III-III-III-III- -III- I' AND SOIL AMENDMENTS, AS SPEGIFIED. PLANT MATERIAL. TIES, AND PLASTIC INSTALL 25 LBS / ACRE „III - _III- SUB6RADE 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE FROM ROOTBALL. IF 115 / - = = SIDES OF HOLE ROUGH ff UNEVEN E16HT TYING METHOD. SEGURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. UTILIZED TO WRAP BAGKFILL WITH APPROVED TOPSOIL o SECTION 5. WATER TREE TWIGE WITHIN THE FIRST 24 HOURS. -III =III=III =III AND SOIL AMENDMENTS AS Z THE ROOTBALL IT N FIBER MULGH MATERIAL 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSGAPE ARGHITEGT - SPEGIFIED. BAGKFILL IN 6" LIFTS, SHALL BE „III GROW NUTRIBASE FROM OQUATTRO ENVIRONMENTAL-, A GOMPOSTED POULTRY BASED MULGH NOTES: IMMEDIATELY. WATER EACH LAYER, TAMP CONIFEROUS TREE PLANTING 10 COMPLETELY WIDTH WIDTH WIDTH WIDTH WIDTH H MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE RATE I. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON GENTER AND IN A REMOVED. ONLY OF BALL OF BALL OF BALL OF BALL OF BALL LIGHTLY AS REQUIRED, BAGKFILL OF 2000 LBS. PER ACRE. TRIANGULAR PATTERN. 5 BIODEGRADABLE SOIL EVEN W/ TOP OF ROOTBALL, o 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFAGTURER'S KOr -° -A BURLAP SHALL BE 5' MIN. DIA. DO NOT OVER GOMPAGT!! w OR6ANIG SOIL AMENDMENT TREE RING 10 RECOMMENDATIONS TO ALL 6ROUNDGOVER BEDS. LEFT ON THE BOTTOM ^ I o GROW NUTRIBOOST FROM ©OUATTRO ENVIRONMENTALA (OR APPROVED EQUAL) APPLIED AT 5 SHRUBS PER PLAN OF THE ROOTBALL. SET FOOTBALL ON NATIVE, Q ` V w GALLONS PER ACRE• PERENNIAL & G R O U N D C O V E R UNDISTURBED SOIL �} w TAGKIFIER 2 24" - 48" DIAMETER NOTES: Q V Q PLANTING Scale: I NTS BOULDER, AS SPEGIFIED, THE STAKING OF TREES IS TO BE THE GONTRAGTOR'S OPTION; HOWEVER, THE GONTRAGTOR IS o MULGH TAGKIFIER SOIL STABILIZER - EGOL06Y GONTROLS M-BINDER. TAGKIFIER APPLIED AT a LOCATE PER PLANS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT 0M w THE RATE OF 80 LBS. PER ACRE. `' J10 FOR LENGTH OF WARRANTY PERIOD OR I YEAR AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. GRANITE SEED 96" ON CENTER GOMPAGTED SUB6RADE ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. (� w 16G7 WEST 2100 NORTH EXTRUDED POST GAP AS REQUIRED 2. IN THE EVENT OF A QUESTION OR LACK OF GLARITY ON THE DRAWINGS, THE GONTRAGTOR IS TO NOTIFY (� P.O. BOX 177 (STANDARD OPTION) 91" MAXIMUM SPAN a THE LANDSGAPE ARGHITEGT BEFORE PROGEEDIN6. LEHI, UTAH b4043 N e BARK MULGH, AS 3. LANDSGAPE GONTRAGTOR IS TO NOTIFY THE LANDSGAPE ARGHITEGT AND OWNER PRIOR TO INSTALLATION O w I-800-768-4433 1-1/2" x 5-1/2" BOTTOM RAIL (OR APPROVED EQUAL) WITH IS"X 1.25" _ SPEGIFIED OF PLANT MATERIAL. GALVANIZED METAL INSERT `� `k�� ,a ��' 4. WRAP RUBBER GINGH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR O Q HOLD TOP AND BOTTOM •t ,< SHRUBS PER PLANS FIGURE EIGHT TYING METHOD. SEGURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT HYDROSEED I N6 Z MIX SPEGIFIED SEED AND OR6ANIG SOIL AMENDMENT IN WATER PER MANUFAGTURER'S 7/8" U-CHANNEL RAILS IN PLACE WITH SLIPPAGE. LOCK RING. `4 ri 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. RECOMMENDATIONS. APPLY SEEDED SLURRY EVENLY IN TWO INTERSEGTION DIREGTIONS. DO III III +. J �xr ` 1 i x t°: ,.. d �' ` sA 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSGAPE ui REMOVE TOUN6E ON ONE 12' d Q NOT HYDROSEED AREA IN EXGESS OF THAT WHIGH GAN BE MULCHED ON SAME DAY. KEEP OFF '"` ys<, :` x, r sz• ,. e� ARGHITEGT IMMEDIATELY. SIDE OF PANEL TO SIT 4" 5" CONCRETE MOWSTRIP -III III ,� }Y x x , . 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN b'-O" IN WIDTH, PROVIDE TREE ROOT ROADS, WALKS, STRUGTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE AREAS. AFTER FLUSH AGAINST POSTIt BARRIER (DEEPROOT #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF GURB AND HYDROSEED, TRACK IN SEED USING A GLEATED GRAWLER WITH TRACK MARKS PERPENDIGULAR GONGRETE FOOTING III III 4 x, � EDGE OF SIDEWALK. ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL UJ F TO THE SLOPE. AFTER TRAGKED, MULGH SLOPE WITH 2O00 LBS. PER AGRE OF FERTILE-FIBER N III x y ` ''`� f" REQUIREMENTS, CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. Q MULGH MATERIAL AND bO LBS. PER AGRE OF TAGKIFIER. SCORE JOINT AT EACH .x.. > U POST III s `., °. III UJ /� C6 MAINTENANCE FENCE POST, SET POST -II- HE AH-hI III III III III �� DECIDUOUS TREE PLANTING o IMMEDIATELY RESEED AREAS WHIGH SHOW BARE SPOTS. MINIMUM AGGEPTABLE PLANT PRIOR TO INSTALLATION -III 8 NOT TO SCALE COVERAGE IS 80 PERCENT AFTER ONE GROWING SEASON. PROTECT SEEDED AREAS WITH 7/8 x 6 TOUN6E AND OF MOWSTRIP III III III III III III III III III III III GROOVE PICKET -III 0- O WANING SIGNS DURING MAINTENANCE PERIOD. THE SEED WILL REQUIRE APPROXIMATELY NINETY PLAN VIEW III -III III III o �,. (CIO) DAYS OF FAVORABLE GROWING GONDITIONS TO GERMINATE AND BECOME ESTABLISHED I-I/2" x 5-I/2" BOTTOM RAIL FOR SUCCESSFUL SURVIVAL WITH NORMAL MINIMAL SUMMER PRECIPITATION. III III III III- 4 WITH I.5"X 1.25" N SIN 5" SQUARE VINYL FENGE GALVANIZED METAL INSERT r' POST WITH GALVANIZED �'� r T METAL INSERT (TYPICAL) y% SEEDING TIME NOTES: y � � ' ^ E THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID 1 I.<I I. NOTIFY LANDSGAPE ARGHITEGT WHEN PLACING BOULDERS FOR APPROVAL. a� � 3a � s �1 J 2 II11 SET FINISH GRADE AS 2. PLRGE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. - OCTOBER. IF SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS II II � 12 WIDE CONCRETE I I I � IIIII I I-a' I11= SPEGIFIED 3. GLEAN BOULDERS OF DIRT AND LOOSE DEBRIS. NOT REALIZED PRIOR TO FALL DORMANGY, THEN RESEEDING SHALL BE APPLIED IN EARLY MOWSTRIP III11I w�a ti I I I N 1=III= = 4. WHEN PLAGIN6 BOULDERS, BURY 4 TO � OF BOULDER BELOW FINISH GRADE. , v SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARCH AND MID MAY. THIS -III III 1 GONGRETE FOOTING AS 5. DO NOT SCAR OR DAMAGE BOULDERS. h , r, 6 TALL SOLID WALL O PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND I I I -III- III: SPEGIFIED ,` „_, _ _IIIII1 � �,v2 BY SIMTEK COLOR TO SEEDLING SURVIVAL RATE. SEEDING AFTER NOVEMBER 20 'DORMANT SEEDING' INSURES THAT NOTES: I =11I- 1- L BE PRIOR TO 6" AGGREGATE BASE BOULDER INSTALLATION �, �� INSTALLATION 'BROWN THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND SEED I. REFER TO LAYOUT PLAN FOR MOW STRIP � =11I-I = \ 1-w�a r SHOULD BE IN PLACE FOR THE EARLY SPRING RAINS. LOGATIONS. !II -1 COMPACTED SUB-GRADE 6 � ;_ " �xr"" GRANITE' VERIFY =III NOT TO SOALE 2. SEORE JOINTS o 10' O.G. OR AT EAGH POST. 1I 11I_ 1= O N SLOPE „ {T COLOR WITH OWNER c -' e 3. INSTALLATION TO BE COMPLETED IN " 1 D WATER AGGORDANGE WITH MANUFAGTURER'S 32 32 THE GONTFAGTOR WILL PROVIDE SUPPLEMENTAL WATER TO ENSURE PROPER SEED 5 .!� p ��ri,° o SPECIFIGATIONS. a., ua� GERMINATION. 4. MATGH VINYL FENGE TO EXISTING VINYL FENGE ON BERM OF ADJAGENT PROPERTIESb; FERTILIZATION �, " _ VINYL FENCE PANEL �� FERTILIZATION IS NOT RECOMMENDED FOR REGLAMATION SEEDING DUE TO PROMOTION OF � r ems""� o J J a a lu o= w `o WEED COMPETITION. IF WEEDS ARE APPARENT, CONTACT LANDSGAPE ARGHITEGT FOR WEED 3 '��"' '�! Wit " I Q Q PROPOSED °° °- 5 - o W W°ImOZF SCALE: �2��= -O�� „� n �l'' '�� C=Q�� p y m J REMOVAL REQUIREMENTS. c �Q ��h�� - RESIDENTIAL \ m a o LL. KEEP GROUND LINE SAME AS NURSERY LINES- �y9 z I z PROPERTY a v o w z t7 Q LANDSGAPE BERM ` „v 9 �q,?w ^, �� o Q _ z 4 CC M EROSION GONTROL �yy,� r,. / t�a�w w REMOVE ANY PLASTIG, BURLAP, NAILS, OR '� +L A, - SLOPE VARIES y 1rb� " M ��/ °0>o�a°m UNDER NORMAL GIRGUMSTANGES AND ADHERENCE TO THE GONSTRUGTION PRAGTIGES f" a N° a Z z 5 OTHER MATERIALS FROM THE ROOTBALL PLANTER BED GUT EDG '' r 0 DESCRIBED IN THE SPEGIFIGATIONS, THE ABOVE RECOMMENDED EROSION CONTROL MEASURE - _= l rl llil =1 - m 2:I MAXIMUM <Z o x 2 C WHIGH MAY LIMIT ROOT GROWTH PLANTER BED I a_ w ° SHOULD PROVIDE A STABLE SLOPE CONDITION. TO AVOID INGIDENTAL EROSION, IT IS -Ill-1T1=IT11-'II1 T=IIl-I1 .1T1-11 ;lIF1 IT1-111im11-111=Ill- SLOPE 11=IIIIIIIIIIIIIIIIIIIIIIIIiiIlL=lei=i��- ��_��i=.IILiIIL=1 _III II- GUT EDGE -1T1=1�1 I111=111� 11111111�111 m-ll1- it 1i1=1i1=Ii1=1i1 LANDSGAPE BERM Go IMPERATIVE THAT THE SLOPES, ONCE PREPARED, REMAIN UNDISTURBED UNTIL SEEDING CONSTRUCT 2 EARTH BERM TO FORMA 1 T 1=1 T 1=1 T 1=1 T 1=1 T 1-� ��=1 i 1=1 i 1=1 i 1-11=1 i- c`u -111=III=111=III=III="- - �iilll III-19 _ REVISIONS o GERMINATES AND IS ESTABLISHED. WATER RETENTION BASIN, FILL BERM WITH 10' GONGRETE SIDEWALK TO =1 =1T1=lil-1i1-1T1=- : - =11=1i1-1i1=111=1 - \` MULCH, AS SPEGIFIED =1T1=1i1=1T1=1il=1Tl o "1=1i1-1T1=1i1 No. Date Description MATGH MERIDIAN ROAD -i i-i i 1=1 T 1=1 T 1-1i1-1�-" � ,1=1i1=1i1=1i1=11= - p J AN 8O% VEGETATION GOVER IS RECOMMENDED TO GONTROL EROSION. SURFAGE =1i1=1T1=1i1=1T1=I I w --i lglil-lil-lil=lil- a MERIDIAN ROAD GENTERLINE ELEVATION -111=11=1i1=1i1=1i1-1 m -it=lil-III;lil=1l1 CONDITIONS SHOULD BE MONITORED DAILY. IF EROSION DETRIMENTAL TO THE SLOPE IS -III=lit=1i1-lil-lil- ` T-1=1T1-1 -111- MULCH, PER PLANS, 3" DEPTH OVER ENTIRE - - - - - - - - - - - - - - - - - - - - BORROW DITGH a ==lil-lil-lil=lil-lil-i T-1i1=1i1=1i1=11=i- v ! _ _ - -1 -1 -1 1-1 1=111=-- - - - - c ------- -- -- -- -- -- - ------_---_-_-_-_- -III-III-III-III-III-III-III-III-III` OBSERVED OR ANTIGIPATEDDUETOEXGESSIVERAINFALL REMEDIAL MEASURES SHALL BE _- -- -- -- -- -- -- -- -- - -- -- -- - - - - _- _- _- - _- _ _ _ _ _ _ _ _ _ - , BED. DO NOT COVER CROWNS OF PLANTS -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=1 = _ - - _ =III=III=III=III=III=III=III=III = - - - - - - - - - - - - - - - - - - II=III=III=11i- III-III-III-III-III-III-III-III-I _, MERIDIAN ROAD -,,,=,I1_ � ....':":,.. ...... I I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-111 III-III-III-III-III-III-III-III-III-III-III-III-111- _ - - - - _ = I-111-1 I I-1 I I-III-III-III-III-III-III-III-III-III-11 III-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-1 T 1-111 111 111 111 I I I 111 I I I 111 =11L- =11L- =11L- =11L- =11L- =11L- =11L- =11L- =11L- =III =11L- =11L- =11L- =11L- =11L- =11L- =11L- =11L- =11L- = = _ = =11L- =11L- =11L- =11L- =11L- =11L- =11L- =11L- =11L- IL- =11L- =11L- =11L- =11L- =11L- =11L- =11L- =11L- =11L- =1L-I- - IMPLEMENTED AS REQUIRED. REFER TO THE STORM WATER POLLUTION PREVENTION PLAN FOR lil - lil - lil - lil - lil - lil - lil - lil - lil - 111 - lil - lil - lil - lil - lil - lil - lil - lil - - - - - - ---- lil - lil - lil - lil - lil - lil - lil - lil - lil lil - lil - lil - lil - lil - lil - lil - lil - lil - lil 1 - - - - CENTERLINE ELEVATION .�` i1=lit=lit=lit=lit=lit=lit=lit=lit=lit=lit=lit=lit=lit=lit=lit=lit=1i1=1i1=1111i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i11i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=1i1=11 ..1i1=1i1-1i1=1i1-1i1=1i1-1i1=1i1-1i1=1i1-1i1=1i1-1i1=1i1-1i1=1i1-1i1=1i1-1i1=111 ;,. .• _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � -III=III= =III- PROVIDE DEWITT PRO 5 WEED BARRIER „IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III III III III III III III III III III III III III III III III III III III IIIIIIIII,,,III,,,III,,,II,,,. _.III_III ADDITIONAL REQUIREMENTS. -III III � Ir Q III FABRIC, OR APPROVED EQUAL 10' LANDSGAPE STRIP PROJECT NO.: 3" DEPTH OF MULGH AT = =III- PROVIDE GOMMERGIAL FERTILIZER TABLETS 2��2$ B PLANTER BEDS AND BIOSTIMULANT, AS SPEGIFIED, FOR EAGH DRAWN BY: o $" _ =III=III=III= = - SHRUB TC Z III.„III 1I111„III " "I WIDTH OF BAGKFILL WITH APPROVED TOPSOIL AND 10'-0" 15'-0" CHECKED BY: SOIL AMENDMENTS, AS SPEGIFIED. BAGKFILL 12'-6" 10'-0" 6" FOOTBALL 6" JB IN 6 LIFTS, WATER EACH LAYER, DO NOT 1 1 IIIII -liIII = TAMP OR OVER GOMPAGT.CID 3 17 T2021 Lii APPROVED TOPSOIL AND 501 - - / / o I L L CONSTRUCT 6 MOUND OF TOPSOIL 22' 6" 25' 0" -1 I 1-III-III 111 I I I��1111��11 I I l�l l 11� NOTE: _l l l AMENDMENTS AS SPEGIFIED FINISH GRADE, I. WATER SHRUB TWIGE WITHIN FIRST 24 HOURS. o PER PLANS GUT EDGE 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFAGTURER'S RECOMMENDATIONS TO ALL SHEET NUMBER A 6ROUNDGOVER BEDS. PLANTER BED CUT EDGE SHRUB PLANTING BERM ADJACENT TO MERIDIAN ROAD L1.5 (TYPICAL AT TREES IN TURF AREAS NOT TO °GA- NOT TO SOALE 7 SGa1e: Ii411 = -o" I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0 d o I T.� , • M aA•�qr y�.'� .1 , ' • • c ip i s• � a ' �• ; •41A. « r ��hr��1�' • I �• .F• � �1 ` f• vz Aft or • �� ADE f} #A fill AF a• �. - 1 • �; a • I �U, Co At Iowa • JL LJ Q O O® 00 . / BLOCK O o 000 00 WO 35 z7 _ E. LIBERATOR LANE ,• Q ,s ' . E. LIBERATOR CT. 36 0. — — — — — — .1 LU • 1 I � . 1 . . t QUj o , 74 r.. .. 33 BLOCK I BLOCK OCK 6 r� - - 13 . • •. « O y. I I I I I I I I I I I ► ■ « « ••� PREVAIL SUBDIVISION PHASE 2 "�`' ' • - r � II I11l1 � ' 1 •� I I �•1 Tt t - • . I I I f i I I I • __ r �I f I I I I I I I •• _ I PREVAIL NORTH SUBDIVISION I •Civil Engineering • yf' •Landscape Architecture I •Erosion&Sediment Control •Graphic Communication N PREVAIL PHASE 3 _ _ _ _ r _ _ _ _ _ •Irrigation Design 1 •Land Planning ■ MERIDIAN I D A H O 83646 PREVAIL SUBDIVISION PHASE 1 • www.breckonianddesign.com 208- 76-6 ddesign.com Phone:208-376-5153 • Fax:208-376-6528 6661 North Glenwood Street SGALE: 1 11_40'-011 Garden City,Idaho B3714 0 5 m o m c E U O U N 9 m 3 m c U C C O J W s U Q O Q 00 37 — o BLOCK BLOCK 10 1 3 v O 35 E LIBERATOR CT. E LIBERATOR LANE II _ — o 36 N I II 0 IIIII c II 34 o U IIIII / � III I I I I I I i I I I I I I I I I a I• ,i ..It•I'III'IJ III IIII�1 IIII,I I1 1�IIIII Q29 28 27 26 1-17 II 18— II 19 20 III 21— II 22 II 23 2III 4— — 25 oar33 32 31 30 I BLOCK 1 BLOCK 6 C011 D 2 4 5 6 7 818 19 20 21 22 23 24 EMERGENCY ACCESS ROAD � BLOCK 1 BLOCK 2 BLOCK 2 E CALDERA ST. 9,J 1.17 12 1 BLOCK 2 10 17 1 IIII 1 I I I I 1 BLOCK 3 — — BLOCK 3 1 — — I — ' s 'III 16 13"Inn 1 14 15 16 18 19 20 21 _ 11 — ' •": --. - - - - �1 28 27 6 5 4 3 2 1 - - +ill 1 5 1 30 BLOCK 4 1 1 1 BLOCK 6 r III I I 10 I 1 5 29 �— — — IIII I g 31 — — — — — — — — — �A E. ARIMO ST. 4 1 J 13 — — � � - - 8 I 32 t - - - LLi 12 — — 6 1 7 1 3 I a " w 7 33 6 �_ PLAYGROUND I BLOCK 5 1 Q BLOCK 4 U p 6 �.. . .. 5 I 8� �I I I vi S 2 I I 2 4 = l w I I I I 1 1 I L.L. 5 1 34 1 — z U- 10 — o 4 LU 3 I 1 °C Q I I I w w s: '' 4 35 g Q p I w - - v, - - � : — — ; ;!� ,z Q 3 4 0 3 1 o E. TRANTON ST. w I w aillll 2 11 IIII 7 � 2 I 37 � 2 5 BLOCK 5 7 BLOCK 3 _-I 1 — — -�-- — — --� BLOCK 7 1 BLOCK 2 6 1 12 1 2 7 6 6 1pr , - - - - " 13 5 _ - i E. CUSICK ST. 5. .... — — . — i 4 i I I i BLOCK 1 1 BLOCK 8 BLOCK 8 J��t �`'` ; I I I'� I - - � I I I I I I I I I I • � � � ` � • ,a • : 1 t t 1 3 I I I I I I I 1 1 1 12 > l7 {` . . . . . 1 2 3 4 5 6 7 8 9 10 11 s� • r ,. . o . d IS 13y GAZEBO IRRIGATION POND 5 c. 14 , 1 0 15 - . BLOCK 8 J ;, • , ' 1 ` I LL 1 6 w s; oc MONUMENT SIGN . �•r. IN 8'TALL BERM / 1 .. ._ — - E. QUARTZ CREEK STREET - — — — I 0 PREVAIL SUBDIVISION •+ a 1 • %6� •Civil Engineering s • • • • . •Landscape Architecture • � # 'a' �• • ' � � •Erosion&Sedimant Control •- ' T+ • .,? •Graphic Communication MERIDIAN I D A H O 83642 - ♦ •Irrigation Design N 1 •Land Planning S■ MERIDIAN ROAD Fax 20 -376 6529 ign com • Fax:208-376-6528 Phone:208-376-5153 _ IF . 1 6661 North Glenwood Street w' 1 11_!OI Garden City,Idaho 83714 CITY OF MERIDIAN OPEN SPACE REQUIREMENTS QUALIFIED OPEN SPACE OPEN SPACE REQUIREMENT: 10% REQUIRED PROVIDED OF THE AREA OF THE SITE. 22,880(053 AG) 51,872 .6%AC) 10% 22b% LANDSCAPE LEGEND QUALIFIED OPEN SPACE N Ld a Q s Z AREA=2,322 SQ.FT. AREA=36,413 SQ.FT. AREA=7,961 SQ.FT. Q � w _E. LIBERATOR LANE Z vLL a :m �; LLI Qo > W III a� Q d } W Y cd z 0 0 5 E U H 3 O E Q U o NOT TO SCALE °'°I'Engineering 3/16/2021 L.°daca Erosion pa Arahite"ura PREVAIL NORTH — PHASE 3 21028 • &Sediment Control •Graphic Communication •Irrigation Design anh—a ing MERIDIAN, IDAHO www.hreckonl-376i515 xPh— .OFax 2D8-37Gl,n,, OPEN SPACE EXHIBIT'206.376.5'153 666'I North Glenwood Street Garden City,Idaho 83714 N t _ Y � it air r i irri r k M '..y� ■ � 'wr r mom I -{ ire AIL. -- " i ar a r r J 0 4 4 r 4 Ili � I � � , I ■ .fir Lo 00 Ln N O O 00 o I U a a cn I II W -a 0 30' 60' 0 30' 60' w II z m s SCALE 1" = 30' I I SCALE 1" = 30' a I CD n < Q z J CD • � U W � a � � z = W CD � CD II _ o —S _ 0 _ T S. KEYPORT AVE. 1+00 1+3 .50 a 0 00 I _ I I 0+ 7 N II I S. SCANDIA AVE. 0. w Q w n I II O W CD LLI m a I D a Z W z m WCD O a I O a I I , I ❑ W � a r W CD I a W SCANDIA PROFILE W 0+00 0+73 2750 2750 Q W C� W W KEYPORT PROFILE 0+00 1 +00 1 +34 �' CD 2740 2740 2745 // 2745 W Q � W � 1+15. 0 GB 2730. 0 / 2735 // 2735s�. �k 2740 2740 z W W oo �� Z / O N M O w N Oo O / O +N N N / cc +N m 3 m CD CD 0+18.50 GB 2728.58 v~i 00 o 0 o � Z 2730 � ' 2730 srq. 2735 2735 C7 L o Z i STq Ox 7 cn CD w o i a 7. /oC uj w � oz o o a CD a- / �° Yq CD ro o r2 m p0 � V ++N m 0 i CD W oN ^ , m z +� o� O� orn c� U O N O 0�0• in cD 00 Q W LLJ Li CmJ O N 0 O �^ m = Q J m O+N N p N � U � Li-- � + m (D N m 2725 2725 2730 m �. 2730 � G1ST )\o NA Fti 0 0 `Z.00°I° O� 9412 �yq�S OF IN��P 2720 2720 2725 2725 0+00 1 +00 1 +34 0+00 0+73 SHEET C3 . 0 Lo 00 Lo N � N W E C'I O O Id i Id 4- I Id 4cn Id 4- Id 4 - Id 4- Id 4 - Id b- Id 4- Id ti ld 4 Id ti Id 4- Id 4- Id 4- Id ti ld i ld i- Id i- Id i- Id 4- Id 4- Id 4- Id i- Id 4- Id 4- Id 4- Id 4 - W 0 30' 60' w BLOCK 9 0 z SCALE 1" = 30' J O Q o+ o;L-oo J 0 oo J O 32.06 CL 3+81.62 31.22FG 1+00 2+00 E. 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KIN 2700 2700 2710 2710 0+00 1 +00 2+00 3+00 4+00 5+00 5+50 0+00 0+80 SHEET C4 . 1 Post Office Box 190537 - Boise,Idaho 83719 SITE SIT site.consulting.idaho@gmaii.com - 208-440-6276 LZCONSUTIr Mr. Matt Schultz February 28, 2021 Schultz Development Page 1 of 16 File#21823-A Post Office Box 1115 Meridian, Idaho 83680 Re: Geotechnical Recommendation Report Proposed Development— Prevail North 5150 South Meridian Road Meridian, Idaho Matt: On January 29, 2021, SITE personnel observed the excavation of five test pits on the referenced property for this client. Four of the five test pits were excavated on parcel S-1131223510 and one test pit was excavated on parcel S-1131223550 located in the southeast corner of the property. Both parcels share the provided address of 5150 South Meridian Road. This address and parcel numbers were confirmed on the Ada County Assessor's website. Based upon our onsite research and testing this project is feasible. Recommendations for completing this project are included herein. We look forward to assisting with your geotechnical needs as this project proceeds to construction. Should you have any questions or require additional information, please contact our office at your convenience. Respectfully submitted; Bob J. Arnold, PE SITE Cons . LLC a � r OF b bA C6 oeotechnica/Services/soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 NSULTING, LL INVESTIGATION & RESEARCH General At the time of our field investigation, the site was firm and stable allowing complete access with the backhoe and drilling equipment. Access was gained from Meridian Road. Prior to excavation, a review of historical aerial photos, available on Google Earth, reveal that this undeveloped parcel has been sitting unused for a number of years. Historical photos indicate that buildings were present in both ends of the property in the early 2000's and that extensive fill has been imported and end dumped on the property since the structure were demolished. This engineer previously excavated test pits though the onsite fill. While the imported material generally acceptable for use as fill, there was minor debris present and the fill was poorly compacted. Existing Conditions During our January 29, 2021 site exploration, SITE observed the excavation of five test pits. In general, in the non-filled areas, surface soils consist of a shallow rootzone, 2-4 inches thick, that is present in a silty sand or low-plastic sandy silt or sandy lean clay with gravel. In TP1, sandy lean clay sat atop a silty sand with gravel that extended from five to thirteen feet at the bottom of the test pit. TP2 was observed to be a silty sand with gravel the entire depth of our thirteen feet deep test pit. In TP3, a non-plastic sandy silt sat atop silty sand with gravel that extended to the bottom of the test pit at fourteen feet depth. Both TP4 and TP5 consist of a silty sand that extends through the thirteen and fourteen-foot depth of our test pits. No groundwater was encountered in any of our test pits. See the test pit log for specific layer thickness's, depths, and laboratory test results. 101 3 2016 Aerial photo showing stockpiles of fill in west end and along south property boundary. N an o. Geoteclwica/Services/Soil Testing&Inspection Services ZCOLNSULTING, Post Office Box 190537 - Boise, Idaho 83719 ITE site.consulting.idaho@gmaii.com - 208-440-6276 LL Groundwater Research Two well logs for adjacent or nearby properties were selected from the IDWR website and are included in the Appendix. These wells are located on adjacent parcels, one to the north and one to the south of the proposed development. The well logs indicate a static groundwater elevation of between 120 and 125 feet below the ground surface. Therefore, groundwater will not impact or be impacted by the planned development. Geologic Mapping The shown map was cut from, "Geologic Map of the Boise Valley..." by Othburg and Stanford- 1992. Meridian Road is on the right, and Amity and Lake Hazel Roads are at the top and bottom. This geologic refenced does not show the Indian Creek Basalt Flow (purple) extending north to the subject property. � I a Geotechnical Services/Soil Testing&/nspectron services S SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 L I c ., LL RECOMMENDATIONS Site Work Grubbing depths of up to 2 to 4 inches can be anticipated to remove most organic materials. Roots may exist as deep as 1.5 feet below the ground surface where large trees and ditches are or were located. Therefore, stripping depth is to be adjusted in the field at the time of construction. The onsite fill needs to be evaluated after cuts and fills are identified by the project civil engineer. If fills deeper than three feet remain after planned site work, it is recommended that the fill be tested by either test pits and inplace compaction testing or a geotechnical drill rig. Fills found to be low density are to be cut to a compactable depth and then recompacted to the requirement included herein for structural fill. Any encountered debris such as concrete, HMA pavement, wood, etc. is to be removed from the site. Excavations caused by grubbing of ditches or over excavation of loose fill, soft, or wet areas are to be backfilled with structural fill. All soils present in the test pits can be used as structural fill on building lots and within right of ways. If encountered, blending clay surface soils with onsite non-plastic soils, or imported sand and gravels will improve surface drainage. Compaction of any fill placed within building pads or right of ways must exceed 95% of the maximum dry density as determined by Standard Proctor testing. It should be anticipated that the Meridian City Engineering and I or Building Department will request these test results prior to or at the time of home construction. Structural fill must pass compaction testing and visual inspection for stability. Fill that passes compaction but is observed to rut or deflect under construction traffic is to be rejected. One test per lot per lift of fill is recommended. Storm Water It is recommended that storm runoff be directed away from all open excavations and not be allowed to puddle on subgrade soils. Based upon historical performance on the project to the south, SITE recommends a maximum percolation rate of P=4 inches per hour and a drain time of twelve hours for design. ACHD will require confirmation at the time of construction. d~ bz a Geoteclywcal Services/soil Testing&Inspection services SITE:Z S Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 ULTIr CONSULTING, LLC Pavement Sections A sample of the near surface clayey silt sand overburden soil was gathered and was sent to a specialty soil lab for R-Value Testing. Results from Pavement Engineering Inc. are attached and indicate an R-Value of R>20 was obtained on the submitted sample. Based upon this value, and a traffic Index of TI=6 for residential streets, a pavement section has been calculated by the ACHD method. All materials and methods used in the construction of streets and sidewalks are to comply with ITD &ACHD requirements. Street Type Residential (TI=6) HIVIA 2.5 %" Base 4.0 Subbase 10.0 It is noted that ITD or ACHD may require a specific design with onsite samples for improvements to Meridian Road. The assumed R-Value is to be confirmed with the jurisdictional agency. Residential Foundation System The proposed single-family residential structures may be supported on conventional, continuous, and isolated pad foundations founded upon the native soils or upon structural fill extending to these soils. Based upon proper placement and compaction of structural fill, bearing pressures of up to 1500 psf are allowed for foundations founded on the native soils or upon properly placed and compacted structural fill. Either crawlspaces or slab on grade floors are acceptable. Foundation drains are not required in this development. Foundations outside crawlspaces are to be sealed with spray or brush on foundation mastic. Basements are not allowed without additional engineering to address bedrock concerns. Slab on Grade Concrete Care must be taken so that all excavations below both interior and exterior slab on grade concrete are properly backfilled in accordance with the structural fill recommendations. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Areas of excessive yielding should be excavated and backfilled with structural fill. Any fill used to increase the elevation of slab on grade concrete should meet the requirement for structural fill. Slab on grade floors, sidewalks and pavements should be placed atop a mat of at least 0.5 feet of granular structural fill materials. Mat material should all pass a 314-inch sieve and should contain less than twelve percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. a Geoteclywcal Services/Soil Testing&Inspection services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 Z N LTI r LLB Inspection & Testing A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations. Testing should be performed in accordance with ASTM Test Methods D3017-88 and D2922-91 (nuclear densometer). For mass filling, field nuclear moisture - density testing shall be performed on each lift of compacted fill on each filled lot. Trench backfill and right of ways are to be tested to ACHD / ISPWC requirements. It is noted that structural fill can pass compaction tests and still be unacceptable if pumping, rutting, or deflecting under vehicle or foot traffic. General Comments After the plans and specifications for construction are completed, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork recommendations have been properly interpreted and implemented. At that time, it may be necessary to submit supplementary recommendations. This review is a part of this service and will not result in additional invoicing unless additional research and recommendations are needed. Testing and inspection services are recommended herein. Proper quality control during construction is required to confirm materials and methods and thereby obtain a desirable finished product. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm proper demolition, subgrade grubbing, subgrade stability, and proper placement and compaction of fills. Any deviations from the herein described subsurface conditions must be brought to the attention of this consultant. This report has been prepared for the exclusive use of the client and their retained design consultants. Findings and recommendations within this report are for specific application to the proposed construction described herein and apply only to the property identified. Appendix Follows APPENDIX Aerial Photo (Test Pit Locations) Test Pit Logs (5) bL M a Geotechnica/Services/soil Testing&Inspection services SSITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 o LTIr Groundwater Data Soil Log Legend / Abbreviations and Acronyms R-Value Report Pavement Section Adjacent Property Well Logs a Geotechnica/Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise,Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 0SLTId LL AERIAL PHOTO With Test Pit Locations 44 s Preva North 4 -WL7 O YP-5 . O TR-3 from Google Earth and hand-held GPS Co tDz Ct Geotechnical Services/Soil Testing&Inspection Services Post Office Box 190537 - Boise, Idaho 83719 SITE: ZCO/ SI site.consulting.idaho@gmail.com - 208-440-6276 ULTIt fNSULTING, LLC TEST PIT LOG Test Pit: TP-1 File#: 21823 Client: Schultz Development Date Excavated: 1129/21 Project: Prevail North Excavated By: Wood Brothers Location: See Aerial Photo Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION (feet) 1/2" 1 3/8" 1 #4 1 #10 1 #40 1 # #200 %M LL PI 100 0.0-1.0 Brown,Moist,Firm,Sand&Silt With Root Zone/Organic Layer 6-8" 1.0-5.0 Brown, Moist,Firm,Blocky,SANDY LEAN CLAY WITH GRAVEL CL 3.0 100 1 95.4 1 91.6 1 89.2 1 83.8 1 78.5 65.4 57.4 50.6 17.4 32 9 5.0-8.0 Tan,Moist,Firm,SILTY SAND WITH GRAVEL SM 6.0 100 92.5 91.0 88.8 84.2 78.2 58.9 49.3 42.5 21.0 NP NP 8.0-13.0 Brown/Tan,Moist,Firm,Blocky,SILTY SAND WITH GRAVEL SM) 9.0 100 95.41 91.6 1 75.8 67.2 5&3 1 43.3 1 33.7 29.0 18.4 1 NP I NP Bottom of Excavation @ 13.0 13.0 No Ground Water Encountered No Monitoring Well in Place TEST PIT LOG Test Pit: TP-2 File#: 21823 Client: Schultz Development Date Excavated: 1/29/21 Project: Prevail North Excavated By: Wood Brothers Location: See Aerial Photo Logged By: 1 J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION (feet) 1.0 1 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 #40 #100 #200 %M LL El 0.0-1.0 1 BrownlRed,Moist,Firm,Sand&Silt With Root Zone/Organic Layer 6-8" 1.0-7.0 Tan,Moist,Firm,SILTY SAND WITH GRAVEL(SM 4.0 100 1 97.5 1 88.4 1 77.0 1 65.3 42.1 30.5 25.1 14.6 NP NP 7.0-13.0 Brown/Tan,Moist,Firm,Sand,Gravel,Silt Bottom of Excavation @ 13.0 13.0 No Ground Water Encountered No Monitoring Well in Place v nn o, Geotechnica/Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 ON ULT . TEST PIT LOG Test Pit: TP-3 File#: 21823 Client: Schultz Development Date Excavated: 1/29121 Project: Prevail North Excavated By: Wood Brothers Location: See Aerial Photo Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4 1 #10 1 #40 #100 #200 %M LL PI 0.0-1.0 Brown, Moist, Firm,Sand&Silt With Root Zone/Organic Layer 6-8" 1.0-7.0 Brown/Tan,Moist,Firm,Trace Gravel,SANDY SILT(ML) 4.0 100 1 96.7 33.3 1 88.6 75.0 66.3 59.1 13.9 39 11 7.0-14.0 Tan,Moist,Firm,SILTY SAND WITH GRAVEL(SM) 10.0 - 100 97.5 88.4 77.0 65.3 42.1 30.5 25.1 14.6 NP NP Bottom of Excavation @ 14.0 14.0 No Ground Water Encountered No Monitoring Well in Place TEST PIT LOG Test Pit: TP-4 File#: 21823 Client: Schultz Development Date Excavated: 1/29/21 Project: Prevail North Excavated By: Wood Brothers Location: See Aerial Photo Logged By: i J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION feet 1.0" 1 3/4" 1 1/2" 1 3/8" 1 #4 1 110 1 #40 1 #100 #200 %M LL PI 0.0-1.0 Brown,Moist,Firm,Sand&Silt With Root Zone/Organic Layer 6-8" 1.0-6.0 Brown/Tan,Moist,Firm,Trace Gravel,SILTY SAND SM 4.0 - - 100 98.6 95.4 92.0 79.6 59.5 39.4 21.2 NP NP 6.0-8.0 Brown/Tan,Moist,SILTY SAND(SM 7.0 - I - 1 100 1 98.9 1 97.9 96.6 69.3 27.0 17.2 t 8.6 NP NP 8.0-14.0 Brown/Tan,Moist,Firm,Blocky,SILTY SAND(SM 10.0 100 1 98.3 1 96.9 1 96.0 1 95.2 78.9 49.8 39.2 17.5 NP NP Bottom of Excavation @ 13.0 13.0 No Ground Water Encountered No Monitoring Well in Place b an ro o.. Geotechnica/Services/Soil Testing&Inspection Services Post Office Box 190537 - Boise, Idaho 83719 SITE SI site.consulting.idaho@gmail.com - 208-440-6276 CON ULT . TEST PIT LOG Test Pit: TP-5 File#: 21823 Client: Schultz Development Date Excavated: 1/29121 Project: Prevail North Excavated By: Wood Brothers Location: See Aerial Photo Logged By: J. Meusch, PM -SITE DEPTH SOILS DESCRIPTION (feet) 1.0" 3/4" 1 1/2" 3/8" 1 #4 #10 #40 #100 #200 %M LL PI 0.0-1.0 Brown,Moist,Firm,Sand&,Silt With Root Zone/Or anic Layer 6-8" 1.0-7.0 Tan,Moist,Firm,SILTY SAND(SM) "RV" 2.0 - - - 100 90.2 78.2 53.7 41.9 36.4 22.2 NP NP 7.0-14.0 Brown/Tan,Moist, Firm,Blocky,Sand,Gravel,Silt Bottom of Excavation @ 14.0 14.0 No Ground Water Encountered No Monitoring Well in Place r-1 m M w Geotechnica/Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmail.com - 208-440-6276 ULTIr Z/CONSULTING.. LLC SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES MAJOR DIVISIONS [::I TYPICAL DESCRIPTIONS GW Well-graded gravel,gravel-sand mixture,little or no fines. GRAVEL& 5%-#200 GP Poorly-graded gravel,gravel sand mixture, little or no fines GRAVELLY SOILS 5-12%4200 GM Silty gravel,gravel-sand-silt mixtures <50%-#4 COARSE >12%-#200 GC Clayey gravel,gravel-sand-clay mixtures GRAINED SOILS F711 Well-graded sand,gravelly sand,little or no fines. <50%-#200 SAND& SP Poorly-graded sand,gravelly sand, little or no fines SANDY SOILS Si SM lty sand,sand-silt mixtures >50%-#4 SC Clayey sand,sand-clay mixtures Inorganic silt and very fine sand, rock flour,silty or clayey fine sand Ell SILTS& INORGANIC or clayey silt with slight plasticity CLAYS CL Lean clay-low to medium plasticity,gravelly,sandy,or silty clay FINE LL<50% GRAINED ORGANIC OL Organic silt and organic silty clay of low plasticity SOILS MH Elastic >50% silt,micaceous or diatomaceous fine sand or silty soil. -#200 SILTS& INORGANIC CLAYS Ell Fat clay-high plasticity LL>50% ORGANIC OH Organic clay-med.or high plasticity:organic silt HIGHLY ORGANIC SOILS PT Peat,humus,swamp soil with high organic content ABBREVIATIONS AND ACRONYMS ASTM American Society for Testing and Materials IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non-Plastic PCC Portland Cement Concrete TP Test Pit USCS Unified Soil Classification System pcf Pounds er Cubic Foot sf Pounds per Square Foot tsf Tons per Square Foot sf/f Pounds per Square Foot/ Foot N a Geotechnica/Services/SO#Testing&Inspection Services LC SITEPost Office Box 190537 - Boise, Idaho 83719 SITE �e i site.consulting.idaho@gmail.com - 208-440-6276 L1 r L Pavement Engineering Inc. X - tam,Sao LDS a W RESISTANCE(f§VALUE TEST A TM D Laboratory Ides.: 1-21017 Project No.: 210021 Sample Bate: Feltuar+ 12,2021 Refit late: Fei r M 1f.2i}21 Client: site g2muninci#Lim Project Name: 2021 LapgLatorI 3 estine Sample cription. Brawn C Sand-with Gravel Sample Location: #21823 Prevail North,TP-5 Q Z 100 0 80 70 ts5 0 ° — — 0 40 30 20 1 0 Exudation Pressure P'S.I.) Resistance Veins Test —300 Pa _j_ ^ . i�No. 1 2 3 Moishwe Merit('1 4 19.8 1&0 t73 D Density(�) _ Too 1 151.6 102.7 Resistance Value R) 12 32 57 Exudation Pressure(PSI) 143 276 470 F sion Pressure 13 52 i31 Receried Iftstu e Content "' $ 19.E RESISTANCE VALUE AT 300 P.S.I. 36 Reed By, Brame a€aP s, Materials Engineer M t--1 o. Geotechnica/Services/Soil Testing&Inspection Services ZI STE Post Office Box 190537 - Boise, Idaho 83719 /C site.consulting.idaho@gmail.com - 208-440-6276 0 LTIt DESIGN SECTION CALCULATIONS ( R Value Method) Project: Prevail North File No.: 21823 Meridian Road -Meridian, Idaho Calc By: B Arnold Client: Schultz Date: 02/28/21 Design Thickness Equation: T =0.0032 (TI)(100-11)(12)=GE (inches) T= Design Thickness TI = Traffic Index= 6 By Agency GE = Gravel Equivalent R = R-Value= 20 By Soils Test GE= 18.9Inches HMA,3/4" Base and Aggregate Subbase Actual Thickness Equivalent Thickness HMA Thickness= 2.5 Inches HMA= 5.0 Inches 3/4" Base Thickness = 4.0 Inches RBE= 4.4 Inches Calculated Aggregate Subbase Thickness Equation: Subbase Thickness=SB=GE-HMA-RBE SB= 9.5 Inches CALCULATED DESIGN SECTION HMA= 2.5 inches 3/4" Base= 4.0 inches Subbase= 10.0 inches RECOMMENDED DESIGN SECTION HMA = 2.5 inches 3/4" BASE = 4.0 inches SUBBASE = 10.0 inches SITE uses a maximum R-Value of 20 for Designs Itt bD Geotechnica/Services/Soil Testing&Inspection services Post Office Box 190537 - Boise, Idaho 83719 SITE site.consulting.idaho@gmail.com - 208-440-6276 z/CONSULTING., LL ADJACENT PROPERTY WELL LOGS Office Use Only F IDAHO DEPARTMENT OF WATER RESOURCES well ID Nc 83(O 6f02 WELL DRILLER'S REPORT Inspected by _._,. .__ #' 1. WELLTAGNO D e+ L 4ar (�1t4 114 114 DRtLu tG PERMIT N4 12 WELL TESTS: Let. Long: 'claw Flight or luj=utn We tin Lg Pump is Ba_itRr r Ebarir.�A2es`ratt- 2, OWNER: Yee Na ff(f Ain reu�armm. 7rxan egirn*Fam F Ff 3cft.me a T cdryC.tCE i�f Ste T ft j Wata°Temp BfXtomf aetemp _ 3 LOCATION OF WELL by legal descripllonr water Quality test or wnllmsl`&,�j YOU Met rwde address or L w Elk or Difeemns to rra1. ,. Trrp. N.1 a $Guth i €Iepth tom water E ,crier age w East's a vast L 13 LITHOLOGIGL.OG:(Descrtherapalmoraban€ionment) water €;n tta #ld tea. rt T. Re rsar#s:t If agly kYaws c]ua S tMnr�air R Y N c ,;t Lot Ctunrif.� y. Lat. Lo - Ac4!ee"of well site eltE suer Nart R 4. s� VT tfGt. mestic i ENunnpxt Saw c, itGOR �T1t� t . S TYPE OF WORK¢heck atl that apply fReo"rwq eto} dit d ear:"re;t : ht4cGi{ EAbadmuent 04t€Rf 6 RILL METHC1[X: .44 Rataay :cable i NW Rotay 'i ttr __ .. .�Lrl. 7. SEALING PROCEDURES ; fteP1 ..wow '—t f -,'.. G s 4"las drva shas uss2� �N Sl�,ae Dapt:�sp 1 _ --- Vmr1dmaesive seal tested? DY ON Haw? (a. CASINGILINERa % CW # rta.'t�toi -# i;nas 4+ha'dotl tficea44 La a 0 a [ 0 0 3 0 I� _ watERRr=sas€RGEs iengtkrofFl�idp '000e0TaXPpe tL 4 t maker v E N Tea c 9, PERFORATIONSfSCREENS PACKER TYPE Park 2PAn htRthad �. 4t7R REa�i}ttkES Ecretm type; ivieihod of InsiaitaURn� w..._,Q. -—— a sae �a np;x-ueF o�-»,rr' a�rxea+at Cvtni � �—= I p I x ©ate Staaed J}f !QQ Coe pfeted t� .t O 14 DRILLER`SCERTIFICATION M FILTER PACT( bWe m!q that all minimum well constrwWa slandc2rrls wV0 M10W will,at the wa rtwm a -%Nw5a� linw ft 69 was r—ma ILI Firm No 11.STATIC WATER LEVEL OR ARTESIAN PRESSURE: I'n '_. D.. 6 54.belax ground Masan Pressure _1t} aa�f aepta 4'hri4'RnG9UnterRd._g„_m.ik Da3G't;7a acwss gat 4t cgnirUl�:�_ Meter Optratc. F/ Data. 7 P[J.'w,at DaVer aid Rig Opetalmt Rsquared< Owalet I n have sgnalum of DrilmmOpentow it FORWARD WHITE COPY TO WATER RESOURCES Ln bA Geotechnical Services/Soil Testing&Inspection Services SITE Post Office Box 190537 - Boise, Idaho 83719 site.consulting.idaho@gmaii.com - 208-440-6276 LTIN ULTIt Z"t- ONSUG., LLC 190 F�Xm 11/97 JGF A IDAHO DEPARTMENT OF WATER RESOURCES WELL DRILLERS REPORT kv T�w_.Rp sw I WELL TAG NO. D 0029SU 114 DRUIN5 PERMIT NO, It WELL TESTS: ---------I Other IDWR Na. i-p' qpk%. Ak 75 250 Ad*—074 FAWWW AYA---- COY MAN,10 ZIP 83*C- 3.LOCATION OF WELL by legal description; WaterStytestar 142— 17-LITHOLOGICLOG. (ve*—mpax&oratonom-ftt) "Rob ik or sooh .1 21 S.# its R40, EDO we, © p 114 114 If* 8i 2 o w f Pan on q fav& Jim li — a - ----- _A 00VI Lot C fAY AOA- tw Lom� _Zo' AWN& Addm�of Wes site Sand and C ve 6 _55 6 pflvm q§nL_ City _0-_,-654 142 8townSand and=S Lt. Sk Y. 6 142! tpwn USE: 5 Clay 4. rgoo'nmk OTh"mal 11noebon X _A--2m AnCtpy, S.TYPE OF WORK- bw.*a no op* oup4oamt 4404 258 Brown and Wh�SW_ f)(NOWWO1 ---Mo* OAbmi0mmwd UOftr 6.DRILL METHOD: 7.SEALING PROCEDURES. S"WAWFOok AA10111T a W"400 P T. Was drtva%boo U100 XY On Shea DOWK.)254_ 7_7 Wo,ldn"ths ,WWWOV[KY ON How? S.CASINGILINER; I 0 'Tb F� T, uw wokw Tooqew 6� + LAI 0 tXj 0 tu 0 0 Law&of Twvpo 9.PERFORATtONSISCREENS- Nt MAN011 S..WfW_0 jAhnson rim i To 'SWSao auft-wW uvb�ft Calms __L�_ DW Swm&22aK3__ C'0�fia5rA=_ 250 S_1_q X` D 13.DRILLER'S CERTIFICATION- Meow*tWia rrth+finem well=WMMON,etalchudy..snlssi compkad xYRh W - -------- ft*W ft rig was remmw, COMP.WNiRM Try g"MYatWRrjKft_FkmNo 5W_ Ilk STATIC WATER LEVEL OR ARTESIAN PRESSURE: M Mow DOe 7)W2QQL a WmWumWW Attes�mpressurw $. F,FW FORWAROWN(W WFYTOWATER RESOURCES Nothing follows. Geotechnical Services ISoil Testing&Inspection Services