Loading...
Application Materials Charlene Way From:clerk@meridiancity.org Sent:Tuesday, August 31, 2021 12:56 PM To:Charlene Way Subject:Development Application Transmittals - Pera Place Subdivision AZ, PP H-2021-0056 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Pera Place Subdivision AZ, PP H-2021-0056 Hearing Date: October 7, 2021 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: October 7, 2021 PLANNER: Joseph Dodson File No.: H-2021-0056 Project Name: Pera Place Subdivision Request:  Annexation and Zoning of 10 acres of land with a request for the R-8 zoning district;  Rezone of 6.84 acres of land from the R-4 zoning district to the R-8 zoning district, and;  Preliminary Plat consisting of 65 single-family detached building lots and 7 common lots on 16.63 acres of land, by Leavitt & Associates Engineers, Inc. Location: The site is located at 4600 W. Daphne Street, 4546 W. Daphne Street, and Parcel S0427325702, near the northeast corner of N. Black Cat Road and W. McMillan Road, in the NW ¼ & the SW ¼ of the SW ¼ of Section 27, Township 4N., Range 1W. �T Planning Division E IDIA �1 �' HEARING APPLICATION DAHO Type of Review Requested Hearing File number: H-2021-0056 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicant name: DAN LARDIE, LEAVITT&ASSOCIATES ENGINEERS, INC Phone: Applicant address: 1324 1ST STREET SOUTH, NAMPA, ID 83651 Email: dl@leavittengineers.com Ownername: TONY TSENG, APPLIED MEDIA INC. Phone: Fax: Owner address: 6518 N. FAIRBORN AVE., MERIDIAN, ID 83646 Email: Tony@immersionidaho.com Agent name(e.g.architect,engineer,developer,representative): DAN LARDIE Firm name: LEAVITT&ASSOCIATES ENGINEERS, INC Phone: Fax: 2084639040 Address: 1324 1ST STREET SOUTH Email: dl@leavittengineers.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): SO427325702 Township,range,section: 4N 1 W27 Project Description Project/Application Name: Pera Place Subdivision -AZ, PP Annexation and Zoning of 10 acres of land with a request for the R-8 zoning district; a Preliminary Plat Description of work: consisting of 64 single-family detached building lots and 7 common lots on 16.63 acres of land; and a Development Agreement Modification to remove the R-4 zoned parcel from the existing agreement an enter into a new agreement consistent with the proposed preliminary plat and additional parcels. 33 E Broadway Avenue,Suite 102 * Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Annexation and Zoning-AZ: CHECKED Preliminary Plat-PP: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2021-0510 TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: Corner of Daphne and Black Cat east of Brody Square Current Land Use: Residential Total Acreage: 16.61 Prior Approvals(File Numbers): AZ-07-011 (for the R-4 parcel); DA Inst. #108057324 Traffic Study Required per ACHD: No ZONING DISTRICT(S) R-4: CHECKED County: CHECKED FLUM DESIGNATION(S) Medium Density Residential: CHECKED Acreage-Medium Density Res: 16.61 PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 07/26/2021 Landscape Plan Date(MM/DD/YYYY): 07/23/2021 Elevations Date(MMIDD/YYYY): 07/26/2021 Percentage of Site Devoted to Landscaping: 18.26% Who will own and Maintain the Pressurized Irrigation System in this Development: HOA Irrigation District: Settlers Irrigaiton Primary Irrigation Source: Surface Secondary Irrigation Source: City Water Number of Residential Units: 64 Minimum Square Footage of Living Area(Excluding Garage): n/a Gross Density: 3.85 Net Density: 4.74 What was the date of your pre-application meeting?: 06/01/2021 What was the date of your neighborhood meeting?: 06/30/2021 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 2 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: 10.01 PLATS ONLY Number of Building Lots: 64 Number of Common Lots: 7 Total Number of Lots: 71 Minimum Lot Size: 5,220sf Average Lot Size: 6,663sf Area of Plat: 16.61 ac Plat Date(MM/DD/YYYY): 07/26/2021 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Ponds or Water Features: CHECKED Acres of Qualified Open Space: 3.03 Percentage of Qualified Open Space: 18.26% QUALIFYING SITE AMENITIES Picnic Area: CHECKED Children's Play Structure: CHECKED Walking Trails: CHECKED Other Qualified Site Amenities: Park Benches TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Dan Lardie 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 3 LEAVITT ENGINEERING Structural / Civil / Materials Handling / Planners / Surveyors July 23, 2021 City of Meridian Community Development,Planning Division 33 E. Broadway Avenue, Suite 102 Meridian, Idaho 83642 RE: Annexation,Zoning and Preliminary Plat approval of parcels R0982010025, R0982010050, and SO427325702 Dear Planning and Zoning Commissioners, We are requesting Annexation,Zoning and Preliminary Plat approval for parcels R0982010025, R0982010050, and SO427325702 consisting of approximately 16.61 acres. The site is currently zoned R-4 and county RUT (Rural Urban Transition) and we are requesting annexation with a zoning designation of R-8 medium density residential. This project abuts county RUT property along its eastern and southern boundaries, an approved preliminary plat"Brody Square Subdivision"(zoned R-8)along its western boundary and "Vicenza Commons Subdivision" (Zoned R-4) along its northern boundary. The Future Land Use Map designates this area as medium density residential. Pera Place will take access from W. Daphne Street,N. Sepino Avenue and an extension of Avilla Drive which are classified as local roadways according to Ada County Highway District master plan. Internal roadways are proposed to be 33' wide back of curb to back of curb with 5' wide attached sidewalks within 47'of public right of way. These roadways are to be paved with either asphalt pavement or permeable pavement. Sewer and water will be provided via extensions of the existing infrastructure in W. Daphne Street and N. Sepino Avenue. Pressure irrigation will be provided via a new pump station supplied with a surface water right from Settlers irrigation stored in on site ponds. We are providing stubs for city services to the Poorman's property along with a future access from the proposed cul-de-sac when their property annexes into the city. Pera Place will consist of 64 residential lots and 7 common lots with a gross density of 3.85 dwellings per acre and a net density of 4.74 dwellings per acre. Pera Place boasts 18.26%open space with proposed amenities of a Pergola and picnic table,benches along a couple of walking paths, and Tot lot/playground, large grassy play areas, and protecting and grooming a large area of existing mature trees. Engineering the World / Licensed in all 50 States 1324 1st Street So., Nampa,ID 83651 208.463.0333 Fax:208.463.9040 leav itte n g i n eers.com Na rrative-Annex-Preplat Pera Place Subdivision Page 12 We held a neighborhood meeting on June 30,2021 at City Hall with 12 attendees. Concerns of the neighbors were the preservation of the existing trees along Black Cat adjacent to the Vincenza Commons Subdivisions. Which we are attempting to preserve and groom for continued enjoyment. Some discussion was had concerning the depth of the lots 2—7, block 1. Our concession to the depth of the lots was to protect as many of the existing trees as possible while still providing fixture access to the Poorman's parcel south of lot 8, block 1. Pera Place Subdivision should complement the surrounding subdivisions and provide some transition from the R-4 zone to the R-8 zone. We look forward to your approval for annexation, rezone and preliminary plat. Kind regards, Dan Lardie Branch :TAD,User:SBAL Comment: Station Id:RSRX RECORDED-REDUES]'O ADA COUNTY RECORDER DAVID NAVARRO FEE_a_�!DEPUTY�_<1•ta�„ 2001AP I I NH 4:56 101033560 r A Pioneer Company PIONEER TITLE COMPANY OF ADA COUNTY PIONEER TITLE 8151 W.Rifleman Ave./Boise,Idaho 83704 (208)377-2700 WARRANTY DEED For Value Received William C.Miller and Barbara H.Miller,husband and wife hereinafter referred to as Grantor,does hereby grant,bargain,sell,warrant and convey unto Gary Lamunyon and Cheryl Lamunyon,husband and wife hereinafter referred to as Grantee,whose current address is 4600 W.Daphne Street,Meridian,ID 83642 the following described premises,to-wit: Lot 2 in Block 2 of Black Cat Estates No.2,according to the plat thereof,filed in Book 32 of Plats at Page 1945,records of Ada County,Idaho. To HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee,his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that said premises are free from all encumbrances except current years taxes,levies,and assessments,and except U.S.Patent reservations,restrictions,easements of record,and easements visible upon the premises,and that Grantor will warrant and defend the same from all claims whatsoever. Dated: April 6,2001 1, a William C.Miller Barbara H.Miller STATE OF IDAHO. County of ADA,ss. (o'er pv— On this 9th day of April,in the year of 2001,before me the undersigned,notary public personally appeared William C.Miller and Barbara H.Miller known or identified to me to be the persony=lsons whose name is/are subscribed to the within instrument,and ackn wledged to me that he/s /th executed the same. •�����•• r Coil OT '� s Notary Public of Idaho ¢�i Residing at Boise '+ ••9�OF.. . + Commission 31 0 6 expires: ADA,ID Page 1 of 1 Printed on 6/19/2021 3:36:28 PM Document:DED WAR 101.33560 ADA COUNTY RECORDER Phil McGrane 2020-130286 BOISE IDAHO Pgs=1 BONNIE OBERBILLIG 09/30/2020 04:25 PM EMPIRE TITLE,LLC,AN IDAHO LIMITED LIABILITY S15.00 EANTI T I T L E & E S C R O W QUITCLAIM DEED FOR VALUE RECEIVED David Pera and Mary Pera,husband and wife,XilsJ5Awg,* do/does hereby convey,release,remise,and forever quitclaim unto: David J Pera and Mary C Pera,husband and wife,WYOW00/v Iel whose current address is 4546 West Daphne Street,Meridian,ID 83646 the following described premises,to-wit: Lot 3 in Block 2 of Black Cat Estates No.2,according to the plat thereof,filed in Book 32,of Plats at Pages 1945 and 1946,Records of Ada County,Idaho. Z5� Dated: 33, day of September,2020 avid Pera Mary Pera State of Idaho County ADA On this 25th day of September,in the year of 2020,before me the undersigned Notary Public in and for said St te,p rsQnally appeared David Pera and Mary Pera,known or identified to me as the person who nam (s)' /are s cri d to the within instrument,and acknowledged to me that he/she/they exe ted th s L.VOLICEN COMMISSION#33800 NOTARY PUBLIC STATE OF IDAHO N tary P is for W COMMISSION EXPIRES 04/10/2024 Resi g at: My Commission Ex Tres: Quit Claim Deed Page 1 of 1 File No:6958EID Branch:TAD,User:ARHO Order: 34602125170 Title Officer:AR Comment: Station Id:XPP4 ` ADA COUNTY RECORDER J.DAVID NAVARRO AMOUNT 6.00 2 BOISE IDAHO 09MB108 04:48 PM DEPUTY Bonnie Oberbillig III IIIIIIIIIIIIIillllllllllllllIII III RECORDED-REQUEST OF 108104620 Title One Order No.: A0877717_t5/R' WARRANTY DEED FOR VALUE RECEIVED, Donivon D.Roberts and Ryan J.Arnold,both married men as their sole and separate property the Grantor,does hereby grant,bargain sell and convey unto Paul Poorman and Gayle Buhrer-Poorman,husband and wife whose current address is 5-'�30 N Sla&04 M. t1"IdlAn, the Grantee,the following described premises,in Ada County,Idaho,TO WIT: A parcel of land being a portion of the North half of the Southwest quarter of Section 27, Township 4 North,Range 1 West,Boise Meridian,Ada County,Idaho,more particularly described as follows: Commencing at a found brass cap marking the Southwest corner of said Section 27;thence North 00'3I'll 3"East coincident with the West line of the said Southwest quarter of Section 27,a distance of 1505.15 feet to the Point of Beginning;thence continuing North 00*31'13"East coincident with the West line of the said Southwest quarter of Section 27,a distance of 255.18 feet to a found P.K.nail;thence South 89°34'39"East 291.74 feet to a found half inch rebar/no cap;thence South 19°42'49"East 111.64 feet to a found half inch rebar/no cap;thence South 34°19'34"East 79.58 feet to a found half inch rebar/no cap;thence South 50°50'55"East 89.16 feet to a found half inch rebar/no cap;thence South 88'11'51"East 896.87 feet;thence South 12°44'38"East 206.31 feet to a found half inch rebar/no cap on the South line of the North �p half of the Southwest quarter of Section 27;thence 11 North 89°17'50"West coincident with the South line of the said North half of the Southwest quarter of Section 27,a distance of 1047.96 feet;thence North 00°27'47"East 155.35 feet;thence North 44°19'22"West 42.58 feet;thence North 89'06'10"West 311.32 feet to the Point of Beginning. TO HAVE AND TO HOLD the said premises,with their appurtenances unto the said Grantee,its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee,that Grantor is the owner in fee simple of said premises;that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made,suffered or done by the Grantee;and subject to all existing patent reservations,easements,right(s)of way,protective covenants,zoning ordinances,and applicable building codes, laws and regulations,general taxes and assessments,including irrigation and utility assessments(if any)for the current year,which are not due and payable,and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires,the singular number includes the plural. Dated- 09/I 2008 D Q i n D.Roberts Ryan J.Arnold ADA,ID Page 1 of 2 Printed on 3/16/2021 12:50:25 PM Document:DED WAR 108.104620 Branch:TAD,User:ARHO Order: 34602125170 Title Officer:AR Comment: Station Id APP4 .. a State of Idaho) County of Ada) On this 18th of September,2008,before me,the undersigned,a notary public,personally appeared,Donivon D.Roberts,known to me or proven to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged t e executed the same. pppp°°°aoa°°000°p0po Billie Jo C '••�•�xE 1 a co Notary Public o•`Q�o,°° °°, Residing at:Meridian o t�oTAR), My commission expires:11/12/10 0 0 (Seal) P U B t-X� ° State of Idaho) County of Ada) °p000000000° On this 18th day of September,in the year 2008,before me,who,being by me duly sworn (affirmed),did say that he is the attorney-in-fact of Ryan J.Arnold, and that said instrument was signed on behalf of said Ryan J.Arnold,by authority,and said Donivon D.Roberts acknowle goTtj .t _ as such attorney-in-fact executed the same. '1196900go". Billie p•••`,�E JO°C04 10,s Notary Public `vim o °°°°°°°°°° Residing at:Meridian ID • '�oTAR y Commission expires:11/12/10 0 0 (Seal) g° PUB �G 0�0 oo... 0• o0p0°°eocoo°o°pp00 ADA,ID Page 2 of 2 Printed on 3/16/2021 12:50:25 PM Document:DED WAR 108.104620 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA } I, �a h Inc r2 , 3c� r�. lack C'cct _ (name) (address) i er d i ct'n .;i CIC60 (city) (state) being first duly sworn upon, oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Applied Media Inc. 3075 W Balata Court Meridian, Idaho 83646-5180 (name) (address) to submit the accompanying application(s)pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or Iiability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of 7v1 I ,20_gJL_ (Signature) SUBSCRIBED AND SWORN to before me the day and year fir bove writte . of Publi or aho) I Residing at: � GORY YOUNG Notary Public-State of Idaho My Commission Expires: er n v�5 Commission Number 20190183 My commission Expires Jan 29, 2025 (Rev 05129/20) AFFMAVrr OF 1Y.GA►L YfWMRFSr STATE OF IDA HO j COUWff OF Ana ( ) being first drily swvm oad',dqglsc and EW L, 'That 1 am the record owner of the PnYpe ty gibed on the alter mid 1 gnLol M permission to: 3075 W Iota Couri Appbed Me6a Inc_ Mari san. Nkho 83M"480 (addrtm) to mrbmit the accompanrng r]icabu4s)pertaining to that prap01Y. 2. d a me to indeum-Ify, defewl and hoki the City of hieri'dian and its cmployc'm hanmiess from any claim or liability resulting from any digNAc as to the states contained horcin or as to the ownership of the prapaq whkh is the subject of the appEc atim 3. I hey. pant Kmmssion to City of Meridian stuff to enter the subject Property for the Purpose.of site in__ecfi0 s relaW to pressing said appLication(s). Dated this r` CL-JY of T.J.1 (Si uru) AEI)AND SWORN to beforrr.me Lbc day and year first above writtctt.. ,�)1.4 &1 Not y is for 1 Residing at: Y 1. M o nc mission Expi : 41�: tsG it J1337V N)T-%R%' °'U VC St ATE F 1P-w.V-0 C v Y t� 40f,D 14E 5 4 Rev OY29P2Q) Y AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) 1, MARV CNRisrjNs FeRA Daphne s> � ( Mgr I�(l a s7 (name) (address).�DAH o (city) (state) being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: 3075 W Balata Court Applied Media Inc. Meridian, Idaho 83646-5180 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). 1iIU^ � Dated this l" r day of V�, 20 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. AILIE MARIN (Notary Public for Idaho) Notary Public State of Idaho Residing at: o Commission No. 20205069 My Commission Exp res: 0\ (0 Lt a0 a (Rev 05/29/20) 0 m � ---—---______._—___—__ N BUCK OAT R0. Ep feP Ep�� I I I I ! I I � I 1 � I fr ® > e o f4qQ j L-- a toga L --i l-.. l' }r z r v--` a+ a �lsCil iQE011.'®„q-grr��.� iP$�II�g®IiP� Irk"� Ir OI tq-- rl I 1 1 I I I I I 1f I 1! I � ILtI p I F� 1 L~� .4 I L___�r [1 11 II II lli II II II I f� ! -0 l O 'e + Be 1 p C i Pqe i E R r II 11 II f II II II 11 II II I "q y r___ y II ii jj ii 11 E — -------------- II II h I � I r _,_-1 ���-- -- - ego � 3 ° o ¢ p p z w ° � � 3 IL a;@= � 3 m z d Sn�'Y 17 N � I � Fl rn cro s _ - 7 z N rp L) a _. z a �a N 0 PERA PLACE SUBDIVISION LEAVITT&ASSOCIATES MERIDIp N.IDAHO ENGINEERS,INC. DRIVEWAY EXHIBIT APPLIED ME9elANc. Txe 37RUCTUFIAL'CIVIL i N 01Nerzt kip IsgV EtI FOR aParzoypE 66t 6N.FAIR BORN AVE. CrURALI E3 " OAIE BY DESCRIPTION MEREOIAN,lO 3sBae PRONE[949143316d1 I TOM Y MNERSIONIOANO.COM ,pu -.pa, -Nip 800YB OOf one laeef.ev..°saewev�e�o a µ�zwl�as-"owa Dan Lardie From: Mindy Wallace <Mwallace@achdidaho.org> on behalf of Mindy Wallace Sent: Wednesday,July 7, 2021 1:13 PM To: Dan Lardie Subject: RE: Pera Place Subdivision - Meridian Hi Dan, A traffic impact study is not required for this application. Mindy Mindy Wallace,AICP Planning Review Supervisor Development Services 208-387-6178 From: Dan Lardie<dlardie@leavittengineers.com> Sent: Wednesday,July 7, 2021 1:04 PM To: Mindy Wallace<Mwallace@achdidaho.org> Subject: Pera Place Subdivision - Meridian CAUTION:This email originated from outside your organization. Exercise caution when opening attachments or clicking links, especially from unknown senders. Mindy, I am working on completing a annexation, rezone and preliminary plat application for the city of Meridian can you provide written confirmation that a traffic impact study or change of use in not required or has been accepted for review by ACHD? Thank you, DAN LARDIE Leavitt&Associates Engineers, Inc. 1324 1st Street South Nampa, Idaho 83651 V 208-463-0333 F 208-463-9040 www.leavittengineers.com 1 pfr y DODO 0011 i C :D = 1 = CAICD o I o CdI C :l o CD Y C C] C] C LU " Amur Z * PROJECT LOCATION W McMILLAN "f VICINITY MAP SCALE: 1"=500' I DAH O 9955 W Emerald St SURVEY Boise, ID 83704 GROUP Phone: (208) 846-8570 Fax: (208) 884-5399 Boundary Description for Pera Place - City of Meridian Annexation August 5, 2021 A parcel of land situated in the southwest quarter of Section 27, Township 4 North, Range 1 West, Boise Meridian, Ada County, Idaho, including Lots 2 and 3, Block 2 of Black Cat Estates Subdivision No. 2, (instrument number 870382, records of Ada County, Idaho); and being more particularly described as follows: Commencing at the southwest corner of Section 27, Township 4 North, Range 1 West, Boise Meridian, which bears S00°31'09"W, 2637.37 feet from the west quarter-section corner of Section 27; Thence N00°31'09"E, 1318.65 feet along the west line of Section 27 to the south sixteenth-section corner of Section 27; Thence S89°17'46"E, 660.80 feet along the north line of the southwest quarter of the southwest quarter of Section 27 (City of Meridian annexation instrument number 2020-138111, records of Ada County, Idaho) and the south line of the north half of the southwest quarter of Section 27 (City of Meridian annexation instrument number 108057325, records of Ada County, Idaho) to the POINT OF BEGINNING: Thence continuing S89°17'46"E, 728.47 feet along the south line of the north half of the southwest quarter of Section 27, and the current boundary of the City of Meridian (City of Meridian annexation instrument number 108057325, records of Ada County, Idaho), to the corner of Vicenza Commons Subdivision (instrument number 2018-085335, records of Ada County, Idaho) on the north boundary of Lot 4, Block 2 of Black Cat Estates Subdivision No. 2 (Record of Survey instrument number 112020950, records of Ada County, Idaho); Thence N89°25'46"W, 67.40 feet along the north boundary of Lot 4 to the northeast corner of Lot 3, Block 2 of Black Cat Estates Subdivision No. 2; Thence S00°32'04"W, 659.59 feet along the boundary of Lots 3 & 4 and the southerly extension thereof to the center line of W. Daphne St.; Thence N89°16'00"W, 660.89 feet along the center line of W. Daphne St. to the southerly extension of the boundary of Lots 1 & 2, Block 2 of Black Cat Estates Subdivision No. 2, and the current boundary of the City o A � A Page 1 of 2 , • IDAHO 9955 W Emerald St SURVEY Boise, ID 83704 GROUP Phone: (208) 846-8570 Fax: (208) 884-5399 Meridian (City of Meridian annexation instrument number 2020-13811, records of Ada County, Idaho); Thence N00°31'08"E, 659.41 feet along the boundary of Lots 1 & 2, the southerly extension thereof, and the current boundary of the City of Meridian to the POINT OF BEGINNING. The above-described parcel contains 10.01 acres, more or less. A �9y 0 za Page 2 of 2 , 'of�� �� 1/4 S.28 S.27 Z( SCALE. 1"=120' 0 30 60 120 240 N I r'- 06 I � POINT OF BEGINNING UNPLATTED NW COR. LOT 2 S1/16 660.80' -- -- -- S89°17'46"E 728.47' __ S89'17'46"E L1 I I I I I QI I I 1 � I I I I I I CD o ±435,970 SQ. FT. Ln F 0')I ±10.01 AC wLn LID In Q (DI I Ln m N co U I r� W 4600 W. DAPHNE ST. 4546 W. DAPHNE ST. � wI � ) o z I O_ Im 1 m 7 7I0 z p I rN7 O I III I o BLACK CAT ESTATES SUBDIVISION NO. 2 I o I 1 I I I I I I I ; I I � W. _DAPHNE_S_T. n -- -- -- N C\ N89°16'00"W 660.89' -- -- -- N I I NQ S G S.28 S.27 LINE TABLE / �c S.33 S.34 LINE BEARING LENGTH 4 POINT OF COMMENCEMENT L1 N89'25'46"W 67.40 q /Q�o c SW COR. SEC. 27 OF cygEL S , gyp Jco—e 5: -Do o Serve 2'-252 c EX-3--ANNE XATION.dw 8 5 2021 4:32:43 PM JOB NO. IDAHO EXHIBIT DRAWING FOR 21-252 SURVEY 9955IDAHOALDS 3704 SHEET NO. PERA PLACE - CITY OF MERIDIAN ANNEXATION BOISE, EMERALD (208)848-8570 1 OF 1 GROUP, LLC SITUATED IN THE SOUTHWEST QUARTER OF SECTION 27, T.4N., RAW., B.M., DWG. DATE ISGADA COUNTY, IDAHO 8/5/2021 s89°17'46"e 67.4 728.47 n89°25'46"w 0 3 eo - o� rno M LO CV O U-)M (D C. O N 34 660.89 n89°16'00"w Pera Place - Meridian Annexation Closure Worksheet 8/5/2021 Scale: 1 inch= 100 feet File: 1Tract 1: 10.0085 Acres,Closure:n00.0000e 0.00 ft.(1/972464),Perimeter=2776 ft. 01 s89.1746e 728.47 02 n89.2546w 67.4 03 s00.3204w 659.59 04 n89.1600w 660.89 05 n00.3108e 659.41 I DAH O 9955 W Emerald St SURVEY Boise, ID 83704 GROUP Phone: (208) 846-8570 Fax: (208) 884-5399 Boundary Description for Pera Place Subdivision Pre-Plat August 3, 2021 Lots 2 and 3, Block 2 of Black Cat Estates Subdivision No. 2, (Book 32 of Plats at Pages 1945 and 1946, records of Ada County, Idaho), and a portion of the north half of the southwest quarter of Section 27, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and being more particularly described as follows: Commencing at the southwest corner of Section 27 Township 4 North, Range 1 West, Boise Meridian, from which the west quarter-section of Section 27 bears N00°31'09"E, 2637.38 feet; Thence N00°31'09"E, 1505.03 feet along the west line of Section 27 to the southwest corner of Parcel B (Record of Survey 7768, records of Ada County, Idaho), the POINT OF BEGINNING: Thence continuing N00°31'09"E, 255.13 feet along the west line of Section 27 and Parcel B to the corner with Vicenza Subdivision No. 2 (Book 110 of Plats at Pages 15670 thru 15673, records of Ada County, Idaho); Thence S89°38'12"E, 291.82 feet along the boundary of Parcel B, Vicenza . Subdivision No. 2, and Vicenza Subdivision No. 4 (Book 117 of Plats at Pages 17790 thru 17793, records of Ada County, Idaho); Thence S 19'35'11"E, 111.85 feet along the boundary of Parcel B and Vicenza Subdivision No. 4 to the corner with Vicenza Commons Subdivision No. 2 (Book 117 of Plats at Pages 17794 thru 17797, records of Ada County, Idaho); Thence S34°24'46"E, 79.39 feet along the boundary of Parcel B and Vicenza Commons Subdivision No. 2; Thence S50°46'23"E, 89.27 feet along the boundary of Parcel B and Vicenza Commons Subdivision No. 2; Thence S88°11'48"E, 896.60 feet along the boundary of Parcel B and Vicenza Commons Subdivision No. 2 to the corner with Vicenza Commons Subdivision (Book 114 of Plats at Pages 17014 thru 17016, records of Ada County, Idaho); Thence S 12°47'30"E, 206.28 feet along the boundary of Parcel B and Vicenza Commons Subdivision to the corner with the aforementioned Black Cat Est No. 2; 0 Page 1 of 2 0 I DAH O 9955 W Emerald St SURVEY Boise, ID 83704 15G GROUP Phone: (208) 846-8570 Fax: (208) 884-5399 Thence N89°25'46"W, 67.40 feet along the boundary of Parcel B and Black Cat Estates No. 2 to the northeast corner of Lot 3, Block 2 of Black Cat Estates No. 2; Thence S00°32'04"W, 634.59 feet along the boundary of Lots 3 & 4, Block 2 of Black Cat Estates No. 2 to the corner with W. Daphne St.; Thence N89°16'00"W, 660.90 feet along the boundary of Lots 2 & 3, Block 2 of Black Cat Estates No. 2 and W. Daphne St. to the corner with Lot 1, Block 2 of Black Cat Estates No. 2; Thence N00°3 F08"E, 304.49 feet along the boundary of Lots 1 & 2, Block 2 of Black Cat Estates No. 2 to the corner with the 5120 N. Black Cat Rd. parcel (Record of Survey 12801, records of Ada County, Idaho); Thence continuing N00°31'08"E, 329.90 feet along the adjusted boundary of Lot 2, Block 2 and the 5120 N. Black Cat Rd. parcel to the corner with the aforementioned Parcel B; Thence N89°17'41"W, 319.20 feet along the boundary of Parcel B and the 5120 N. Black Cat Rd. Parcel to the corner with Parcel A (Record of Survey 7768, records of Ada County, Idaho); Thence N00°26'34"E, 155.40 feet along the boundary of Parcel B and Parcel A; Thence N44°20'33"W, 42.57 feet along the boundary of Parcel B and Parcel A; Thence N89°07'48"W, 311.37 feet along the boundary of Parcel B and Parcel A to the POINT OF BEGINNING. The above-described parcel contains 16.62 acres, more or less. O Page 2of2 � /m T Of��P ° s89°38'12"e 291.82 el m > LO w� o O N c 311.37 s88°11'48"e n89°0T48"w 896.6 N N N r W O c� 319.2 fD U n89°17'41"w �`-"'' Pera Place 00 M O M z 0 c 3 mo t �N M O O � N CO O M O CDp 00 M In c O N o 660.9 n89°16'00"w W. Daphne St. SW4 S27 T4N R1 W BM Ada County, Idaho 1 Pera Place Subdivision - Prelimanary Plat 8/5/2021 Scale: 1 inch= 300 feet File: Tract 1:35.9572 Acres,Closure:s00.3108w 1505.02 ft.(1/4),Perimeter=6261 ft. 01 n00.3109e 1505.03 12 n00.3108e 304.49 02 n00.3109e 255.13 13 n00.3108e 329.9 03 s89.3812e 291.82 14 n89.1741w 319.2 04 s19.351le 111.85 15 n00.2634e 155.4 05 s34.2446e 79.39 16 n44.2033w 42.57 06 s50.4623e 89.27 17 n89.0748w 311.37 07 s88.1148e 896.6 08 s12.4730e 206.28 �� .;►0 09 n89.2546w 67.4 4F�oP 10 s00.3204w 634.59 11 n89.1600w 660.9 Dan Lardie From: Sub Name Mail <subnamemail@adacounty.id.gov> on behalf of Sub Name Mail Sent: Wednesday, June 9, 2021 4:42 AM To: Dan Lardie Cc: JGletne@idahosurvey.com Subject: RE: Pera Place Subdivision Name Reservation June 9, 2021 John Gletne, Idaho Survey Group Dan Lardie, Leavitt&Associates Engineers RE:Subdivision Name Reservation: PERA PLACE SUBDIVISION At your request, I will reserve the name Pera Place Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client,the jurisdiction or the conditions of approval have not been met, in which case the name can be re-used by someone else. Sincerely, Glen Smallwood ' Surveying Technician Ada County Development Services 200 W.Front St., Boise, ID 83702 ,.` (208) 287-7926 office (208)287-7909 fox From: Dan Lardie<dlardie@leavittengineers.com> Sent:Tuesday,June 8, 2021 12:56 PM To:Sub Name Mail<subnamemail@adacounty.id.gov> Subject: [EXTERNAL) Sub name reservation request 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 Thish Alert' button in Outlook. We are requesting a subdivision name reservation of: Pera Place Subdivision t Developer: Applied Media, Inc. Tony Tseng 6518 N. Fairborn Ave. Meridian, ID 83646 Parcel no. R00982010025, R00982010050,S00427325702 T4N R1W SEC 27 Surveyor: John Gletne Idaho Survey Group LLC DAN LARDIE Leavitt&Associates Engineers, Inc. 1324 1st Street South Nampa, Idaho 83651 V 208-463-0333 F 208-463-9040 www.leavittengineers.com (leavittengi nee rs.com1 2 ETT Planning Division 1D1A `� ^'' PREAPPLICATION MEETING D A�i t3 Type of Review Requested Pre-Application Request File number: P REAP P-2021-0071 Assigned Planner: Joseph Dodson Scheduled Date: 06/08/2021 Scheduled Time: 9:30 AM Applicant Information Name: DAN LARDIE, LEAVITT &ASSOCIATES ENGINEERS, INC Address: 1324 1ST STREET SOUTH 83651 Phone. Email: dl@leavittengineers.com Additional Attendee(s) Name: Tony Tseng Business Name: Applied Media Address: 6518 N. Fairborn Ave. meridian, ID 83646 Phone. Email: tony@bbldata.com Name: Erik Vanderwiel Business Name: Address: 6518 N. Fairborn Ave. meridian, ID 83646 Phone. Email: erikvanderwiel@yahoo.com Subject Property Information Location/street address: 4600 W. Daphne Street Assessor's parcel number r0982010025 (s): Township, range, section: Project Description Project/Application Name: Daphne Sub Description of Work: Daphne 17 acres Application Information APPLICATION TYPES Annexation and Zoning -AZ: CHECKED Preliminary Plat - PP: CHECKED Rezone - RZ: CHECKED AZ/ RZ ONLY Acreage - R-8: 16.62 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website: www.meridaincity.org 1 R-8: CHECKED PLATS ONLY Average Lot Size: 7,117 SF Minimum Lot Size: 5,220 SF Number of Building Lots: 64 Number of Common Lots: 10 Total Number of Lots: 74 PROJECT INFORMATION I acknowledge a neighborhood meeting is required prior to CHECKED application submittal: I acknowledge pre-app notes are good for 4 months: CHECKED I acknowledge that a Site Plan will be uploaded in the attachment CHECKED section: In Reclaimed Water Buffer: No PROPERTY INFORMATION Current Land Use: RUT Prior Approvals (File Numbers): R-4 portion of site -AZ-07-011; PP-07-016 Total Acreage: 16.62 AC QUALIFYING OPEN SPACE Acres of Qualified Open Space: 2.78 Open Grassy Area (min. 50' x 100'): CHECKED Percentage of Qualified Open Space: 16.75 QUALIFYING SITE AMENITIES Additional 5% Open Space: CHECKED Children's Play Structure: CHECKED Walking Trails: CHECKED SURROUNDING USES East: County SF North: Detached SF South: County SF West: County SF; approved R-8 project TYPE OF USE PROPOSED Residential: CHECKED Single-Family Detached: CHECKED ZONING DISTRICT(S) County: CHECKED R-4: CHECKED Review Type Reviewer Review Notes Addressing Plan Review Notes Ryan Beecroft No specific addressing comments. Each dwelling will have its own unique address off the nearest named street 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website: www.meridaincity.org 2 MFD Plan Review Notes Joe Bongiorno Let's talk about access, the hammerhead and parking. Parks Plan Review Notes Kimberly Warren no pathways MP requirements Planning Review Notes Joseph Dodson Proposed project requires Rezone to R-8 for existing R-4 parcel, Annexation and Zoning and Preliminary Plat. - Staff recommends reaching out to ACHD regarding proposed access to Black Cat Rd. to confirm allowance and level of access. - Staff supports proposed layout and open space as presented except for area labeled as tot lot adjacent to Brody Square plat. Staff recommends switching the building lot and the open space lot in this area of the plat to offer better connectivity between the open space locations. - See old pre-app notes and other department notes for additional comments on sewer and irrigation. - Common drive standards have changed to not allow more than 4 homes off of common drive. Ensure plat clearly delineates which lots will be taking access off of common drive. Wastewater Plan Review Notes Tyson Glock • Provide to-and-through to 4500 and 4520 W McMillan Rd • Flow is committed • Ensure no sewer services cross infiltration trenches Water Plan Review Notes Kyle Radek North parcel is subject to reimbursement agreement- attached to case. 33 E Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208)884-5533 • Facsimile: (208)888-6854 • Website:www.meridaincity.org 3 Neighborhood Meeting Sign Up Sheet — City Of Meridian Project: Pera Place Subdivision Location: Meridian City Hall Date: June 30, 2021 Time: 6:00 p.m. ATTENDEES: Name Address Phone No. Dan Lardie 1324 1s' Street South Nampa 208-463-0333 cL u- k CA r '\ C C\�7 i ie C-- G/Y 1 L - � ,i -erg 4 S46 D r iCF / N " \ oR \\ \ �: \ \ \ a\\\�\�' r _� J O m � �� a off\\\\ \ \\\\\O. l \\\ •.. O a \\\\\\\ \ ` \\\� \�z O U \ \\ \. \ \ \ : .� \ ^ V Q O �\\ a \ \\\ \ \ \\ V' N a \\�\ \\\\ \ \\ ` \\\\ \\ \\\\ \ \ W \'\\\\\\\\ \\ \ \\\ \ \`\\a\ \�\ V J 2 IL Z T.4N R.1V�U SEC. 27 �a ,� � , _ � � `\ \� � � \ \ V \ \\ MERII�I�►N ADA COLINTY IDAHO \�a =� \ M \\ \ 50.0 48.0 \\\\\�\ \ \, \ \�\ 47.0' MINOR ARTERIAL Y2 RIGHT-OF-WAY �\\\ l ,\\a a \` \\� \`\ \\ `"` , � � EXISTING RIGHT-OF-WAY �\ \\a `�\ \ \ 20.0 \\� \ \\\` \\\ W 48.5' 5.0' 2.0' \ 1 \ \ \\ \ \. 2.0 5.0 16.5 16.5' 5.0' 2.0' o SIDEWALKo� \ "� \- \ �` \\� O o\� \\ :: \ \\ \ \\ �: \�\ W N W 0 o Y o APPROX. 14.0' APPROX. 12.0' Y= 5.0 10.0 10.0 5.0 \ \' V \ ,�\,\\ y J= QUrn QUrn EASEMENT J O w *�\�\c \\� \ - ..\' •ice\ ` \\\ \ \� x T \ D\� \\ \ :' \�i \ \ ,ti J ¢v o ¢v°'o 9¢o- EXISTING PAVEMENT EXISTING 3¢r 0- wa \\�\ \ w ¢ ¢ \\ I I w o MIN. 2.0 PAVEMENT w w o v v \ \\ \\\\� \\ LL owo two in�cn v��cn cn �`\, s_,.. \ \ \\ w cn cn o o \,, �\\\\ \� \\\\® o, \\\ \\��\\ N 0 cn cn SAWCUT <> t1 75% z z „ \ ,,,, \ \ \��\\� , a a M = t1.75% ,,..,, ..... \ \ .., ' s -,� ..\ �--- a \ i \ \.. \ �. 2% 2% _ ........ ................ 2% 2% , \ „ „_. \. \ \.... \\. \� :..... ........._,,,,._......___,,,,,....,_,.........,,.,,,,.__,,,......_..,,,,,,_....._...,.,,,......,,.,.._.. ,: �. �. L I .� \ a � ROLLED CURB __.,_......... ,,.,_._.....,,._..., _, \.. ROLLED CURB RIBBON CURB \< \\\ \ \,\ AND GUTTER \\\ \\\\ \ AND GUTTER * EE DETAILa\\�\\\\ :, '�� \� \; F.�R bI 0 PER ACHD » S �' ,, \\ . ..:;, "' ,.; \ `., � �\ » PE HD 2Y2" SP , 0.50 INCH 2 MIX IS SHEEP \ �. \ \ �,::... ,.. \ \. ,:., C? � o u 14 PIT RUN 2Y" SP-3 0.50 INCH MIX SD 702 2Y2" SP 3, 0.50 INCH (Y2 ) MIX a \ \< O d = 2 , �2 ) SD-702 PG-5828 \ \�� �\; \�\\ <\ , . ` PG-5828 \\\, \\\,; \ ,.:� ��"s C7 's'b O y PG 5828 * * 10 PIT RUN \ �\ �� �' a .\\ k., \ \ Q a R \\\ _ \� ` . \ \ s d 14' PIT RUN 4 3/a CRUSHED AGGREGATE BASE " �\\.:.. \\... \ \ 4 3/ CRUSHED AGGREGATE BASE \, - � ' '� 4 * 4 3/a CRUSHED AGGREGATE BASE ._„ �\\ � sr �\ �\ \\ ""� Z CO OR MATCH EXISTING, WHICHEVER IS GREATER v.,,A o -i � _ _ :L as Z "'�..\�\�\..a \x Qw\\\�aw,n�ca�a�s��o a�i\ :t�\�u\\v\\\v\\ \\\\\\\\\���.::" ��\��\\\�\\\\\���\\�n\\\��•, Q 1�r \\\\\\\\\ \z� �\.\. \ \ �\ o W TYPICAL STREET SECTION W DAPHNE ST. STREET SECTION T TYPICAL SHARED DRIVEWAY SECTION ,�... �� \\� � � � f � ��� .�- �`� _ � N 2 -NTS- -NTS- -NTS- -NTS- ? :\ \ ;y I S Q' m 5 :: s . 10 M o o�,d NP 8a \` O - \ \ , MAP T �� y v y _ SCALE 1 500' -s _- '; - _ _ m� __ - �� 2) y ID= p J _.,,.=S89'34'42"E 291.8 ''" o c �' a o 1 0 ._..�,.,, 214' .. 1 - tN d N ii y ------------- - ----------•----- --••- = EXISTING CUR : EXISTING SANITARY SEWER MANHOLE cfl & GUTTER B m CO \ � \... O e \ �I N 1 B OCK 1 � = CONSTRUCT CURB & GUTTER O INSTALL SANITARY SEWER MANHOLE Z O >, ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,.,,,,,, _,,," _,_......_.,,._._..._.._.___.....___.............._._..._.....__..__..._.._.. .._._..._._..._...._._...,._.....,_ - N , •, a \� ,, = "' -- EXISTING SANITARY SEWER _ EXISTING GRAVITY IRRIGATION MANHOLE o 0 W 1 ` ` \;€ \ \ :I INSTALL SANITARY SEWER MAIN G,.., INSTALL GRAVITY IRRIGATION MANHOLE \.. \ S O O i' i�::....................:,:: ►n. \ 7t. LEj ` 9 8 .� t� \\\ ,. INSTALL SEWER SERVICE EXISTING STORM DRAIN MANHOLE �; O O A 9 Q Z ............................ _.._..............,_...,....,.....,,.....,. ._ ......_ . O 7 1 F 82551 •SF '� t� i I i \ J E O Q ' \ \\ `� v'+ ? \ \ ,,,,,,,,,,,,,,,,,,;,,,EXISTING STO D INSTALL STORM DRAIN MANHOLE 18 1.90 RM DRAIN \ )t \,. , z 0 F O C MMON OPEN SPACE... I ,,. ;,.. Q.,. / I „,;,, ` , 1 " ..',` ' S . i LL '\ SID INSTALL STORM DRAIN MAIN \,_: EXISTING VALVE 36. O 0 ,....,;: _..._._........_...._...._........._............._,.._,.,,....._..........._...........,.,_..,. _......._.__._,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,„_.._........,.... .,,.,,,,.,.,.,.,,,.,,,,,,,,,,,,,.. .,,.,,,,,.,,,,,,,,_,,.,,,,,,.....................-, .,,,,.............,,,., /y� 1 F\UTURE PRIVATE SQ LJ W } D�2hV WAY 8S� "1 0 ___.._......_.,,,.__._.._... _._.___..._._....................., EXISTING WATER MAIN INSTALL WATER VALVE ?4 ® a __....._ ............................................. ,,.,,,,...,..,.,....,,. _..____.._._.__....________._........._.......,....._.._,._.,._......._.,.,.._..,...,_...,.,.......,.,_..._.,. w - - y t�9 �c• _,,,,,,,,,,,,,,,,,,,,,, 48.0' I I I 1 wy ? INSTALL WATER MAIN N ? INSTALL IRRIGATION VALVE Z ..., , \ __ Q \. 34 ,., '11 1 _,,..,,,...,_.._,,,._,...._. . ;a. 89 --yam, 896. \� �I I I 6 a.we ,,ra \ 6 T �,,,_ w,..;: 6E I - \,: , \' �33'... / -- .,., �. _ ::.: EXISTING WATER METER _ r ,. r, W J/T APPROXIMATE JOINT TRENCH _,,, u ,,,,,,,,,,,,,,,, , ,, »; » » , / I , COMMA � \\\ . \ t \_ N89 0613I..W 311.32 \ '` I. o 8 1 I I __,.,......._._._...___. _, N44'19 25 W,.__ / _I " \ \: EXISTING PRESSURE IRRI. INSTALL WATER METER o 4 7 6 OPEN SPAL �__ U 3 _ 1 : , \\ 42.58 \, " ...... r,� \\.\,�,...,,....�....r...\sue,,,.,\`a.,ma\\\::..:,•.\cca.��c\\\o\\�ta\\\\\\ti\\�\\�:::. . � �y aa�.a\\\\� \ .. \ .. _ ,_ I "'".,,..0 O 1 ® I to INSTALL PRESSURE IRRI. MAIN EXISTING BLOW-OFF VALVE \ \ 14�F I I O 5 3 J L 5�56 SF U L 5$Fit SE J L 5Z6Z SE J L 7., SE..., .4,. I ,: .� PI 0.14 ....,_....... U I 8780 SF J 1 \ 0.1,3 3 \ 3 .0 13037 SF I 1, 14 F I.: N 0.20 0.3 � EXISTING GRAVITY IRRIGATION INSTALL BLOW-OFF VALVE O W L_ 0.2 �J G. ® W BENCHMARK Y ,,,,,,,,,,,,,,,,,,,,,,,,,,„,,,,....,.,,,,_... ..._,,,,.,,,,.,__, _,,,,,, ,,,,,, ..... _._,,,,,_,, _ ___ __ ,_ _ __ _ _, ---__ ,__ ______,.......___....._ .._ SET SPIKE U .. M _ - PRIVATE SHARED DRIVEWAY o 0 0 1 \ '` J� ERR INSTALL GRAVITY IRRI MAIN , \ EXISTING FIRE HYDRANT cm 0 ILOMENA CT. o 0 EL. 2541.22 N 38' 23,�5 . ... ,, > . _ - - - -� N I O Q @ 5 -fi LOT LINE INSTALL FIRE HYDRANT NAVD 88 DATUM m ✓` 0 55 65 65 65 65 65 r- 0� 0 .� -1 f - N Z I F < r -1 r =..` ..r ,., .. .r _ �- - - -1 f_ _ -1 1 I I '�O 122�751 SF t�:I p -- -- BOUNDARY PHASE LINE -f- STORM WATER FLOW : : S / J \. s : " i W [ 1 1 I_ 10 \ 1 12 I � 13 1 � 14 I � 15 I �- 16 I .� 17 © 1 �1 O I �.. ..� o 1 CENTER LINE CL ;� , 1 (o q qo q� - / 6009 SF 1 I I I I I i I I I �° I 1 1 I , C�� INSTALL STREET LIGHT PER CITY STD 6733 SF 5299 SF 5297 SF 5298 SF 8 77 __.,. v� L_ 5297 SF 5319 SF I 1 1 13566 SF 15 5 1 m -D. ! , 1�,,,,.._.....,,..,.,_.__ 0.20 ao \\\a\. , ,, 3.. \ �..m.,..r r 0.. „ :..,., : „1, - \a.. „ .,,,a.,,, „ EASEMENT LIN EXISTING IRRIGATION PUMP OUT u, E ,. , \ :. �\. \ �- rn f „� .kkliLit„kitthe.,,,-,m�e , 319.30 �2_ - _ o \. , � . ,\...,...__.._.,,,.,.,,_..._...................._,....._,.,,,.. N - .:: w I - -1 f- -1 1- -1 f- 1 - . - - -I r-- - 0-50-1 . . r - 67.58 ,; \\ EXISTING CONTOUR ® INSTALL IRRIGATION PUMP-OUT o .,,. o� B CK 1 2 II II BLO ;� I I 1 1 315o I I I I I I I \ . 2 55 0 FINISH GRADE CONTOUR EXISTING CATCH BASIN INLET Z 1 z 23 1 22 I 21 ( 20 1 1 9 1 - O7 I ® I ® I 1 I 1 1 -.---�---,-��-,---�- 1111-1.11 -�-.....------- EXISTING EDGE OF PAVEMENT CONSTRUCT CATCH BASIN INLET 707 S 495 S 496 S O O i49 ,Sf 498 SF1 �7533 SF I 17481 SF I 17483 SF I 1 7484 SF I 1 ,7574 SF I I-. ... - �- EXISTING OVERHEAD POWER CONSTRUCT PEDESTIAN RAMP � U �0.13� L0.13� �0.13 J L_ . 3 L0_13 . h 0.17 J 0.17 0.17 0.17. 0'1.7,,, ® I ....._..........._......_.__.. �� ' _. __....._._-. (STING FIBER P > TEST HOLE W PERCOLATION TEST C9 M OPTICS � # / U> O ............................................................................................................. ................... d. lQ _ E XISTING TELEPHONE #1 TEST HOLE 2 _.,,.,._..,,..._.._. _,_.__..__.._._.__.......,._,_..._.._...._,.__,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_.,,,,_,,.,.,,,._,...__... _ d r� a Q ap 0 • r`11 _: ' ,, .._ G EX T ...,. _ w b o o tt Z (STING GAS LINE INSTALL STOP SIGN �� �,,,, '`°`� "� f .1-I_ BLO 41_ �- a "� •p .� -1" Z w W „tom O INSTALL UNDERGROUND POWER INSTALL STREET SIGN 7214 SF I ? 1 , 1 1 9 (: `'> Ur Q Q Z d' (A jj _,__,,.,._„_. ... 5320 Sf� I i 0.17 p, 7210 SF I �.. _,__.._.,_,,,,,,,,,,,,,,_.,..._,.,......,......._,.._._,.., ;.,. - - - I "' L- � 0 12J L320 SF I 1�°_ 0.17 _,..,..,._.,..,.. _,,,,,,,,,,,,,,,,,, _... W 0 Q TOP OF BANK LL INSTALL 2 PARTY MAILBOX z W _ _ w _ U 0 _ _ w ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,_.__.....,._,.,,.,,,,.,,.,,,,,,,.__..............._,.._.._.............,_,.,._...., r -I OPEN SPACE 1 8 -I i -- - --1 TOP OF SLOPE \ \ _.,..,.,,..__....._,,.._......................._,,,,._,,._,.,,..,,,_ Q W O J Z p: Z �I 7019 SF ' . N N - •`' \\\\\ "s EXISTING TREE I I 5206 SFI� I I `� _....._ ,,, _._._.____,._.._.._„____. � J a ap W O i, ,,,, ,,, , , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 0.16 Q.12 5206 SF �n 7036 SF TOE OF SLOPE _,,,_„_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, r a �1 L- - - - - J ;' t - L 0_12 - 0.16� EXISTING UTILITY POLE Q LA v _ ._ } . _ _ _ - -..._ _,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, (D I 7. EP EDGE OF PAVEMENT LE W/ GUY Q Z r7 M ...._........._......_.__._._.. EXISTING UTILITY PO WIRE 17144 SF I :_ n 1 5306 SF I �15306 SF I I 74.. SF I M ._,,,,,,,_,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_,.,..,................_........_..._..._,_........__..,....................,. 0_16 L Q,12 L_ 0.12 I 0.16 tD EG EDGE OF GRAVEL EXISTING ELECTRICAL BOX W _ _....................._........ ;;_. 3 _._.._._,._..._.............................. 4 SC SAW CUT LINE ° EXISTING TELEPHONE BOX ., 4 16Q (- - - - 4 rn - - - _. rn Ipr�7134 S F 1 Q SF I �1. 1 ® 1 7191 S F I I N E _..,.__,._..._..._..................._,,,_......,,..,.,,.. 30,6'SF - ; SWALE FLOW L o C O INSTALL CLEAN OUT N y ' � � - - - - � N ABBREVIATIONS: �, �, ` ��, O w r- _9�� 1'�5 - - z �-- 1,,.... ,._ _ c� o - �124 SF 5306 O �n �v I - ,n I J ...._..__.....,,,..1• DEVELOPMENT DATA BRG BEARING NF NEAR FACE ...,_,,,,,,,,,,,,,,,,,,,, L_�.>� I " L o. 2 �n;F 30°,6� F _' °° ��-�,a 7� i. \ \ - I J _ - - - - O - - J.. 4 - - Z � X_ _ ANNEXATION: REQUIRED .. � �, 0 1 " ; co 14 " , I F 6� -I PROPOSED ZONING: R-8 p CENTER LINE OP ; OVERHEAD POWER m `n1 7114 SF 1 I 5306 '� I �: 20 80 240 CURRENT ZONING: RUT CLR € CLEAR OPP. OPPOSITE Z (/) a _..................._.,_,.,.,,._..,._..,,,,,.,..,_,,,,,,„ a1- D tfi 3306 SF 712 SF... . a O Z IL_ 12 71 0 TOTAL LOTS........ . L � J I ,.. 0 40 160 �- -� o v O _12- PROPE TY LI E _:.. ............ L� 0.17 EG EDGE OF GRAVEL P/L , R N a I - - - ; O „ BUILDABLE LOTS................................64 _.._........................__.............., a - - - - - SCALE: 1 = 80 Ac a _ - "V_ 13 1 \ TOTAL AREA 16 61 Ix to ;�....„. , \ \ \\ EL .,...,ELEVATION PC,,,,E,,.POINT OF CURVE O 7103 SF I �' ?=`5306 SF i RIGHT OF WAY AREA.........................3.10 AC ............., ,,,,.,,.,.,,,,,,,,,,,,.,,,,,,,,,,,,,..,,,,,.....,.._,,.,.,,..,,.,,, ..... ......._..._...__.,._.._..._..._...__._........................., U - ® 'rs I O tz56 5T .\ 1.:,,.,. I 722 sF I" t� > a � 0.16 -- � I L 0,12 J (I 0.12 1 �, MINIMUM LOT SIZE ..........................5,220 SQFT. p W W �, � 0.17 EP ` EDGE OF PAVEMENT PI PRESSURE IRRIGATION o - - ' L_ GROSS LOTS PER ACRE...................3.85/AC ,...,,.....,....,.,,,._._,.._ _____.. _....._..,.....__..._......_...__....__....__.................., W o c 3 I I ,,,,_12 " `\ ( NET LOTS PER ACRE........................4.74/AC FF FINISHED FLOOR PT POINT OF TANGENT �.,.. L i ,r,I6960 SF I ,� I; 5206 SF1 n15206 SF..,,.„..,.�„..,,„ 1 �' SFI AVERAGE BUILDABLE LOT AREA.........6,663 SQFT. 0 0:16 E - ' j \ i 0.12 FG FINISHED GRADE RT RIGHT rn \` _ J 0.12 , REQUIRED QUALIFIED OPEN SPAC ......72,387 SQFT. (10.00%) 0 UALIFIED OPEN SPACE SHOWN..........132 086 SQFT. 18.26% _ 9 - - - Q ) „ . I _ �.` FL ................_...,.,.,.,.,_.,,._.,.,....,,,,,,,,.....,..,... .,.,.. ,,..,.,,,,,.,,,,,,..,.,.,,,,....,.,.,,,,,,,,...................., -17131 SF R 7., � . "� 2�S 320 SIT �5320 :,,., ?•� I I= 2 S FLOW LINE S SANITARY SEWER c ,,,,, 01 .� ' �> 0.12 '� 293 S FS FINISHED SURFACE SD : STORM DRAIN oI = _ _ 0.11 0.17 _.___._________________________ __„_,_ _..._____........__..._____.__.______.._.__.__...__ _ ._ - - •- > v v., ., vv G.B. : GRADE BREAK STA.'._.STATION _ _._.,.,.,.,, .. o ,,,.. -a _ - _EXISTING BUILDING AND �A�.H:N� 'I. } FOUNDATION TO BE GRAVITY IRRIGATION TBC TOP BACK CURB m o »�XISTLNG 1wILDLNG....AN ,,,:,:_._ ... „ , - IRR Z a� FOUNDATION TO BE REMOVED AND DISPOSED _...................... ., ....,,...,,.,.,,,.,,.,,,,...,,,,,,,,,....,............,..,..... „_, ,_ „_ ca I REMOVED A PUS°EU OF OFF-SITE INV. ; INVERT TEL TELEPHONE UTILITY N a I OF OFF-SITE .__________._____________ __________ ___________._........____.._._. W ��.,��_.,,.,_,.m,,,,,,,,. __.___ c0 _... H „� LT LEFT TYP. TYPICAL.,_,,,,,,,,,,,,,,,,,,,,,_._...,,.,,,,,,,,,,,,, N �, M � ME I MATCH EXISTING W WATER O S.28 S.27 O o THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES MJ MECHANICAL JOINT Z ,,,,,,,,,,,,,__,,,,,,,,._.,,,,,,,, _..__.__.,,,,,,,.,_,,,,, SITE PLAN ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT BEGIN VERTICAL END VERTICAL SCALE: Sheet Number: BVCS EVCS p 5.33 5.34 : VE STATION CURVE STATION m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT CUR,._.__._...__._...,.____...._______._________ _.,__,._,_._____.,..,._._.,.__.__.. ,���_80� CP&F N0. SCALE: 1"=80' OF LEAVITT & ASSOCIATES ENGINEERS, INC. BEGIN VERTICAL END VERTICAL H 2015-079245 BVCE CURVE ELEVATION EVCE' CURVE ELEVATION 11111111111 ■� 1111111111111dR W / PERA PLACE SUBDIVISION W () 0 o Z J co M W - J S89°34' 2"E 291.88' A PARCEL OF LAND LOCATED IN THE Q _ 0 ID - - - 1 WESTERN 1 /2 OF THE SOUTHWEST 1 /4 OF NEW, U a o CL �/► C� o N / 1 SECTION 27, T. 4N . , R. 1 W. , U VJ ? Q Xaf awl � � Q �- LL 1 BOISE MERIDIAN ADA COUNTY IDAHO U� W CC U Q 1 w' 1 I V z o w N I 1 JULY 2021 QW n w �0 = 7 1 l ♦ / 0 K 1 1 Wagrer Farms.V Z L 1 N I— M O \ NSl—R—SI 0 N v. W Silver ftrver St _. .l •' zo ,W Chinden Blvd zo W Chinden Blvd ac - W Chinden Blvd J z 0 M _ W EverestS W Serest St I• � \0 M/ LL • I / O / 5L 4V Sunny Cove St z � n co af Lateral r: z W Lost Rapids Dr c Z W O w M w T W ( w E Z W VanderGi/1 Or P ti r m v, -• ❑ m z 5 < w W Renhcld Dr z r I yc s I I I I f) N W Ladle Rapids St N �/ Q p _ ,� LL W z / m � \ / yl Anamle St W P.net LL O ta,at z o V ° 0 N \ �O wG°ndolaDr.Z � m a v1 M = p O _ \ At j a z •• N� n a = I , „ ro W Phi lomena Dr ° W Phibmena St ��■ W Phil°^eta g U — S8 °1 896 71' _ \ 1 F I� _ _ __ y o ■ ■ 0 zo 1 \ I IwM`a�o O• ■ ■ m c o .+• • —I _ I■■■r Waimart SuPercenter "� O O r \ BLOCK 1 I I I I I I 3 t \� = • WDaGneC _ a �� F 9°o '1 ' w 3 .3 \ \ III I I l I I I I I , , — �\. �� WRi Cap,St PROJECT LOCATION _ °O0� pi woo° ° t\ 44°1 5" � � _ w - ` : — 7 6 — 5 I I I I III BLOCK 2 P c"n W Mr`x W McMillan Rd z W McMillan Rd �l I �'� I I T \�� 1 p wMtM Ilan Rd a � ` p p \ —Lem Canal Panda�xpress Lem Canal — = — — — — - - � �- - I I l I 4 I I \ WL°sPI° st Z To � = o _ I I I 4. Gino's ltaliar \ — — J ` J L_ — ' S O I \ rMa 2 9s'ante Dr Wwstonte 5t \, o z F�`" Ristorante O Fy ~I U_o Oly w W Torana D, — W Ta ra.'d 0{1a 'y �I , s=« w W wawa Its, 9 w W lesina St 2 °i Cr `r �!• \ 0 N x / ! •� l • • • — — — — — — — — J / I \ a "'emtie CGeek o oO le, O yO� y z N F- m Creason Latctal w Elk ll.gla Ln f w Praha O d m O O I - - \ - Y z W PHILOMENA CT --_ _ I \, 1 = B T °0000ai 1 S YV / _ °� w Doc Ln c_ a N \ I c N S N ' O a R «'01 C O w O t_ a, ttI 07 C J K \• / 1�I� 1 v w Ter Q 0 1 i _ VICINITY MAP N W zIll\ 11 III 12 III 13 III 15 �I� 16 � � 17 l i © i�l,l O I I 1 1 ° N cl 1 I I \ I I I I 1 1 1 III III l s I 1 1 I I \ SGALE: NTS Z > N I I � W I I 1 L -= — = i====J — -- — __- - I- - - A�7 - - - - Q > _ —� —I� > —I— —I— I l I - - - 1 0 X —_ = - - - =_ ___= --- ==== = Q _= ____ �— — J �I 319.30 — — — I_ — _ __ _ - - - — = - -- - - - SITE DEVELOPMENT FEATURES (L -`_ 67.58' z �__ � == —I a -====I =_== ====-� - - �__ i ANNEXATION: REQUIRED U.1 LN o 1 I I I w I III I Il I Ill l � PROPOSED ZONING: R-8SHEET Ll 0 1BL K 1 �� CURRENT ZONING: RUT s TL o TOTAL LOTS 71 N 20 1 x O III O III O III III I aIO ® I I OI 11 1 BUILDABLE LOTS 64 n W m M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 � � 7LM': 1 O _ 1 1 1 I I I 1 1 I I I 1 1 l 1 I= 1 11 1 I I I I TOTAL AREA 16.61 AC V 2 a — _ Z 0 L _ _ _ _ J L _ _ J L-- I `� _ RIGHT OF WAY AREA 3.10AC w _ _ � L _ _ _ _ J L _ _ _ _ J L _ _ J L — _ J 1 MINIMUM LOT SIZE 5,220SQFT. Q O o l 1 _ / _ _ / / — / _ _ / GROSS LOTS PER ACRE 3.85/AC W •:, — L — — — NET LOTS PER ACRE 4.74/AC am Z 1 - AVERAGE BUILDABLE LOT AREA 6,663 SQFT. Q AVILLA DR— VV _ REQUIRED QUALIFIED OPEN SPACE 72,387 SQFT. (10.00%) U 1 X 1 QUALIFIED OPEN SPACE SHOWN 142,822 SQFT. (19.74%) j LOT 1 BLOCK 1 1,514 SQFT. LOT 8 BLOCK 1 82,551 SQFT. 1 0 I 19 — — — — — —(D — LOT 18 BLOCK 1 3,658 SQFT. j I I l I O l l I 1 LOT 1 BLOCK 2 8,780 SQFT. �j I I I l LOT 10 BLOCK 4 46,319 SQFT. cam - �� // f �� ,, LANDSCAPING INFORMATION LU l 0 / I I I I IIII _., ��/ / I 18 I � � 1 > � 1 I l l l I I II`� —1, �i I _ I * ROADWAY LANDSCAPE BUFFERS: O Q K I l N. BLACK CAT RD. 25' BUFFER REQUIRED: T 1 L _ _ _ _ _ � \I=' : I/ L _ _ _ _ _ J �� III ��I����� L _ _ _ _ _ J \I : I/ L _ _ _ _ _ _ _ _ � I MIN. ONE TREE / 35' OFBUFFER: woo r �.. ///////. III _ _ _ _ — — — @256LF = 7 REQUIRED — — 3 \ r 3 / IIII r - 2 + 5 EXISTING = 7 PROVIDED ° i - - - - - - �( �� 1 1 L — — — — — _ �)— J L — — I IIII\I\\ II OPENMIN ONE SPACE LANDSCAPE /C8,000 SQUIREMENTS: Z •• \\\\\\\\• •\\\\ \ ` L I / I 1 r O — _ 111�``l� \1 — _ — --� 'I _ — _ —_'_ — 142,822 SF TOTAL COMMON LOT AREA _ %I I � �I ��//� �� � _� I r 4 � � 1 TOTAL COMMON AREA TREES REQUIRED = 18 CLASS II TREES � O 72 SHADE TREES + 25 ORNAMENTAL TREES + 21 CONIFERS U 95 (EQUIVALENT) PROVIDED > U> (.0 c j 0 L — — — — J \ / L — — — — — �� L ~/ — — — J / L — — — I I 1 * PATHWAY LANDSCAPE REQUIREMENTS: Q a Z co Z m LO 0 - - - - - - - r — ® r - - /// \\\ f LLi r - - - - - - - � 1 ONE TREE/ 100 OF PATH: O QI� � - 1 I I I : w I I ��1 1 15 \ 5 @950LF = 10 REQUIRED/ 10 PROVIDED w I > 111 /IIII I I I.. I 0 l Cl) z w W00 - - 0 BLOCK 3 Q I I I `\\\\. //� I I Q I l I OVERALL LANDSCAPE REQUIREMENTS Q ° Z It co _ L _ _ _ _ _ J 1 I //// BLOCK p BLOCK W — QQ � � 1 L - - - - - - - - � :. l IIII I// � J L - - - _ — _ _ _ TOTAL SHADE TREES REQUIRED = 35 O w 0 .� - - - - - - — — 1 w r - - - - - � — \ — — — 2 r — IIIII: /// _ — — W :`. —�- - - - PROVIDED V w o JZQ W W 1 l © I I © I �III� � r 14 _ r / © I TOTAL CONIFERS REQUIRED = 0 Q >Z Z Y (n �� I I U I / I PROVIDED = 19 J CI_ ao W O - 1 I } U ` //rlI✓�I _- TOTAL ORNAMENTAL TREES CL j'"NHEET Lla a - - - - - - - - L 4, L / REQUIRED �- - - - —� Z / - - - PROVIDED - - - - - UBS REQUIRED = 0 @F_TOTAL SHR W PROVIDED _ 350 � I TOTAL SPECIES PROVIDED = 12 a L — — — — — — — — - L — — — 11 / �� I 1 CONIFERS AND ORNAMENTAL TREES ARE SUBSTITUTED AT THE RATE OF 2 PER SHADE TREE. — — �- _ I - - - - - - � L - - - - - J — — — MITIGATION FOR REMOVAL OF EXISTING TREES: r �- - / / _ � ® j �� <�f I �• � -12 \ l O I I C DUE TO THE LARGE QUANTITY OF EXISTING TREES ON-SITE, A SEPARATE TREE s 1 I I I I MITIGATION PLAN SHALL BE DEVELOPED CATALOGING ALL EXISTING TREES AND METHODS 1 OF MITIGATION FOR ANY TREES TO BE REMOVED. SAID PLAN SHALL BE SUBMITTED TO THE 0 1 L25_42_ —_ — _- - I ' / L r- - - - � L - -_- - - J = / L - - - - - - ` J CITY PRIOR TO FINAL PLAN APPROVAL. F 9 F — — — — i — — =- — — — 1 THIS PRE-PLAT HAS BEEN DEVELOPED WITH STRONG CONSIDERATION TO THE .2 1 I \� ll l I 11 I I O PRESERVATION OF EXISTING ON-SITE TREES. THE MAJORITY OF COMMON SPACE HAS BEEN Z I \ I / ; -� I I I I I LOCATED TO CONTAIN AS MANY OF THE TREES AS POSSIBLE AND AFTER INITIAL O Z F I �1 / INVESTIGATIONS IT IS GENERALLY BELIEVED THAT NUMBER OF TREES SAVED WILL FAR H 0 — — — — — — — — — — — — _ _ - .561 - --- -----� SURPASS THE MITIGATION REQUIREMENTS OF THE FEW THAT WILL NEED TO BE REMOVED. a — — CITY FORESTER IN THE FIELD ALL CONSTRUCTION SHALL BE COORDINATED WITH THE � a — — ° —- _ BEFORE ANY EXISTING TREES ARE DAMAGED OR REMOVED. W W ca °W DAPHNESTREET - 0. l — — _ _ — — — — _ _ = EP `� _ , * SITE AMENITIES: a — — — — — — �A- AMENITIES PROVIDED: t — — — - OPEN GRASSY PLAY AREA 3X PONDS WITH BOULDER OUTCROPS WN OVERALL LANDSCAPE PLAN WALKING PATHS WITH BENCHES PERGOLA WITH PICNIC TABLE O' 60' 120' 180' H Q SCALE: 1" = 60'-0" 2002 S.Vista Ave < jjjj�! SOUTH i 8il° I� Boise, ID 83705 m B E C K& 208.342.2999 Office ,�,o„t , �„„ winfo@sbbgo.com CALLI BUSINESS DAYS J SEE SHEET L 1 . 1 -L 1 .4 FOR DETAILED LANDSCAPE PLANS , B A 1 R D www.sbbgo.com IN ADVANCE BEFOREYOU DIG GRADE,OR W SEE SHEET L 2 .0 FOR LANDSCAPE NOTES AND DETAILS . South Landscape Architecture P.C. EX MARKING OF THE p w UNDERGROUND o Dba South Beck& Baird Landscape Architecture P.C. MEMBER UTILITIES o y THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: o TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED L1 .0 a OF LEAVITT & ASSOCIATES ENGINEERS, INC. 0 U UI • O a I . X-------X LANDSCAPE LEGEND W � M � w * S89° 4 42 E 91.88 �0 O +,+ + + + + + + .+ +° + + +° + + + + + + + + + + + + + + + + + + + + + + + J oM+ + . + + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + + + + + + + ,. + + + + + +i+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a + * + ' + + + * + °+ * + + + + + + + + + + '' * + ' + ' + * + ' + * + * * + ■ STEEL EDGING, SEE RTF TURF TYPE TALL Q � 0 + + + +'-+ + + + + F } + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + z + + + + + + + + +•+ + + + + + + + * + + * + + �+ rr + + + + + * + * + * + * + * + * + * + r + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .+ + + + + + + + + + I ^ LU i I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DETAIL1/L2.0 + + + + + + + FESCUE SOD OVER � V Qo II " " " " " " " " " " " " " ` * * * * * * * APPROVED TOPSOIL AS Urn .k G N w + ++++ ++++++++++ +++ ++++++ ++++++++++++++++++ +++++++ +++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + ------------- CUT EDGE, SEE + + + + + + + + SPECIFIED Z = + + + + * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +° , F + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /y J aQ o (� \ I' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / DETAIL I.L > + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + z P+ + + +•+ + + + + + + + + + + + + + + + + + + + # + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * Q g1� / ++++++ + + + .... + + + + * + * + * * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + NATIVE BASALT W o * * X EXISTING 6' SOLID BOULDERS, 3'-4' Q O + + + + + + + + + + + + + + + + + + + + + + + , + + + + + + + * * * * * * * * * * * * * * * * * * * * * * * * * * + + + + * + + + k + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + z + + + I + + + + + + + + + + + + + + + + + + + + + + r + * + * + * + * + * + * + * + * + * + * + * + * + * + * + * + * + * + * * + �o° ■ PRIVACY FENCE TO DIAMETER, SEE DETAIL W �. + + + + + + + + + + + + + + + + + + + + + + + + + +�, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + w + + + + + + + + + + + + + * * + + + + * * * * * * * + ,. + + + + + + + + * * * * * * * * * * * * * * * * * * * * * * * * * * * * * +� , REMAIN 8/L2.0 O + + + + + + + + + + + + + + * * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Q \ ++ ++ + ++ ++++++++++++++++++++++++++ ++ +++*++++++++++++++ + + * + * + * + * + * + * + * + * + * + * + + + + + + + * + * + * + * + +� +++ +` +++++*+++ +'+*+'+*++++++++++ +++++++++++++++++++'"X+ -):+:++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++. / 6' WROUGHT IRON oD�o oD�o 3" 6" WASHED COBBLE 0 3 to + + + + + + + + + + + + + + + + + + + + + + + +_+_t + + + + + + + + + + + + + + + - z 2. I + +00 + + + + + + + + + + + + + + + + + + + + + + + + + + + «+ + + + + + + + + + + + + + * s + + + ; + +*+ + ;+ + + + + + + + + �+ + + + + + + 11 FENCE, SEE DETAIL � �� PER CIVIL V 0M + _+_ + + _+_ + + + + + + + + +++*+++'+ + + + + + + + + + '+ + + + + + W O �n + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ / ------- POND WATER LINE EXISTING TREES TO M o + + * * + * + + + + + + + + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + + + + + + + ,+ + + + + + + + + + + Uj + + + + + + + + + + + + + + + + + + +: + + + + + + + + + + + cv + + *I *+'+++*+++ + ++ + ++++++ ++++++++++++++++++++ ++++++ +++++++++++++. +++ ++++++ ++++++++++++++++++++++++++++++++ ++++++++++++++++++++ RE MAIN , W O w + + + ,+ + + + + + + + + + + + + * * * * * * * + + + + + + * * * * * + " + + + + + + + + + + + + + + + + + + + + + ,+ + + + + + + + + + / ■ PER CIVIL w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � � > + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ;+ + + + + + + + + �j o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + \ +++++ + + + + + + +; + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ■ -- • ®O PLANTS TO BE o + + + + + + + + + + + + + + + + + + + + + + + + + + ��,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + . + PROPERTY LINE + + + + ► + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _+ + + + + + + INSTALLED W � N N + + + + + + + + + + + -+_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + * * * * * * + + * * * * * * * * * * * * + * * * * + * * * * * * * * * * * * * * * * * * * * * + * * * * * .. ;+ + + + + + (VERIFY) + + ; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +,+ + + + + + + + o I + -+ + + ° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + + + J LLZ z .� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + + + + + + + + + * * * + + + + + + + + + + + + + + + + + + + + + ;+ * * * * * * * * + + + +�+ + + + + + + + + + + + + + + + + + + + * + + + + + + + + + + + + + + + + + +;+ + + + + + + + + PLANT SCHEDULE NOTE: All trees to be grade#1 N0 , +*+++ 7 +*+++ + +++++++++++++++++ ++++++ +++++++++++ + +++*+++*+++* +*+++*+++ * +`+*+++*+++*+++*+++*+ o N + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + (Shown at 80/o Maturity) M = o + + + + + + + + + + + * + + + * * * * * + + + + + + + 7 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � a + +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , + + + + + + + + I ■ + + '+ :y. +++ *+++ +'+*+++++ +*+'+* +*+'+*+++*+++++++++++*++++++ +++*++++++++++++ ++ ++++++++++++++++ +++++++++++++++++++++*++++++ ++++++++++++++++ I KEY BOTANICAL NAME PLANTING MATURE SIZE CLASS + '` ,� +;+ + + #+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + , + + + + + + + + �° I ■ (y COMMON NAME SIZE + �I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DECIDUOUS TREES SEE DETAIL Z + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9� I + + + + + + + + + * * * + + + + + + * * * * * * * * * * * * * * + * * * * * * * * * * * * * * * + * + + * * * * * + + + + + * * * + + + + + �1 + + + + + +!* + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�++:L�+ �v'. J J p0 0�00 oci w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DO ORw� 00 + + + + + + + + + + + + + + + + + + + + + + * * * * * * * * + + + + + + + + + + + + + + + + * * * * * * * * * * * * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 00 O b00 y s \ * * t * * * * � * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * w w + Acerplatanoides `Columnarbroad' 2" B&B 40 hgt. 25w CLASS II o O E+ o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O Q p , `�O y 1 ~ \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * * + + ... + + + + + + w w Parkway Maple =3 �o C 10 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ +'+'+ +'++y++ ' + + +'`t+-�'«++*+++*+++*+++*+++++++*++ +++*+++*+++'+++'+++'+++*+++*+++*+++* +*+++*+++*+++*+++*+++*+++*+++ +++*+++*+++*+++*+++' +*+++*« 7 +++ ++*+++*+ I ■ 35' hgt. 2 5'w o w p'� o o + + + + + + + + + + + + + + + + + + + + + + + + + + * * * * * * * * * * + * * * * * * * * * * * * * + * * * * * * * * * * + + + + + + + + + U� (� Betula nigra 2 B&B g CLASS II+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +- + + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +'+ + + + + + + ++ + $+ + + + * + + + + + + + + + + + + + + +,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + 1 River Birch multi-stem oW L+ F �o �C+ + + + + + + + + + + + + + + + + + + .+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * + * + * +;+ + * + * + * + I ■ 1 4'1 , ._w * * * * * * * * * * * * * * * * * * * * * *'* * I Gleditsia triacanthos inermis 'Skyline' 2" B&B 45' hgt. 30'w CLASS II oo a O m tiro o Z //�� + + 1T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + + + + + 'h + + + + + + + O O 3 N `// II + + + I+ + + + + + + + + + + + + + + + + + + + + + + + + + +\� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / w O O V y p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * + * + * + + + + + + + * + * + * + Skyline Honeylocust O� ��p0 v a + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + $ + + + + + + + + + + + + + + + + + + + + + + + +*�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + z 15' ht. 10'w T O� Opp o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ z Malusx Red Baron 2 B&B g CLASSI a a o �; + + + * + + + + + + + + + + + + + + + + + + + + * * * * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I`- X + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + J J Red Barron Crabapple + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + +* * * * + * * * * + * + * * * * * * * * * * + * * * * * + * * * * + * * * * a * * _ 4 Prunus cerasifera `Thundercloud' 2" B&B 20' hgt. 20'w CLASS Io � o `o �' `-+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +' + + + + + + + + 0• a o 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +,+ + + + + + + + + Thundercloud Plum R I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * + + + + + + + + + + + + + + + + + + + + + + + +,+ + + + + + + + + *�90� I U ■ U + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +/+ + + + + + + + + + + + + + + + + + +, + + + + + + + + + + . + PrunussargentiiColumnaris 2" B&B 30hgt. 15w CLASSI + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ......... + + + + + + + + + + + + + + + + + + + + + + i. + + + + + + + + + + �e �` I ■ N z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I Q Columnar Sargent Cherry o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,: + + + + + + + + + + + + II + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ........+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +;+ + + + + + + + + + + + Q Quercusroburxalba 2" B&B 35' hgt. 15'w CLASS II N + + + + + + + + + + + + +/+++++ + + + + + + + + Uj + + + + + + + + + + + + + + + + + + + N w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +; + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + G Streetsplre Oak Z L NW + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + .. + + + + + + + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * * * + + + + + + + + + + + + + + + + + + : + + + + + + + + + + + + * „ 45' ht. 35'w > � + + + + + + + + +I + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Tiliatomentosa `Sterling' 2 B&B 9 CLASS II + + + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + •� z + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ,�+ + + + + + + + + + + + + 41,+ + + + + + + + + + + + + + + Sterling Linden o 0 + + * + + + + + + + * * * * * * * * * * * * * * * * * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * * * * * * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +, + + + + + + + + + + + + + . + + + + + + + + + - =�-X Zelkovaserrata `Schmidtlow' „ 24' h t. 36'w 0 \ I m + + + + + + + + + + +/+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +•.-} + + + + + + + + + + + + + + + + + + 9 y, �#�E��X 2 B&B 9 CLASS II Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r " 10 O + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + /++ + + + + + + + + + + + + + + + + 6 + + + + + + + + + + _ - - - - - - - - - - Wireless Zelkova + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ui + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + — — — — — — — — — W * + + * + * + * + * + * + * + * + * + * + + + + * + * + * + + + + + + + + + * + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + * + * + * + L+ + + + + + + + + + + + + + + + + + + +, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + « + + + + + + CONIFEROUS TREES SEE DETAIL 5/L2.0 N + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � +1. + + + '\ + + + + + + + + + + + + + + + + + g \ I I I I \ I I I Picea pungens 'Bacheri' 6' B&B 15' hgt. 8'w CONIF. +�°06'13 'W 311. 2 + + + + + + + + + + + + + + + + + + II 9 + + + + + + + + + \ I I I Q Z C4 +�+ + + + + + + + + + + + + + � +. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 8 N 8 *+*+* ;* * +*1*+*+* *+*+ Bachen Spruce .0 N * * + + * + * * + * BLOCK 1 + + + . + . + + . \ I I I I I I I Pinus flexilis 'Vanderwolfs Pyramid" 6' B&B 20 hgt. 10 w CONIF. K +` +++ ` ' ++++ +++ + \ \ I I I Vanderwolf's Limber Pine z _ + + + + + + + + + + + + + + \ 4 .58'- '�` ' ` * ` + + + ` * \� \ \ 07 I O I I , - 5 \ I I Picea pungens 'glauca' 8'-10' B&B 35' hgt. 15'w CONIF. + + + + + + + + + + + + + + + + + - W + + + + + + + + r +� _ - _ _ - - - - - I I "` I ■ I I Colorado Blue Spruce Q 0 ++ ++' +'+++ + +*+++ ++*++ I I GROUND COVERS/GRASSES/ PERENNIALS E \ I I I S E DETAIL 3/L2 0 _ - - - - - - — ���- - — — + + + + + + I v o Coreo sis rosea 'Sweet Dreams' 1' x 1'wide °m - - - - - - - - - - _ - - - - - -- - = -= _ ++++ +++ + + _ - - �� \ \L - I I I I I p 1 Gal. hgt. ide ` ` + ` + " �'� + - - - - - - - - � I L - - - - J I L_ - - - J Sweet Dreams 0 / + + + + + + + ++ + \ o + + + + + + + + + + + + / + + + * + + + + + + + + 11 \ \\ 9 1Gal. 3hgt. x2wide + + + + + + + + + Calama rostis x. acutiflora 'Overdam' � 2'wide + + + + + + + + + + + + I \ + + + + + + + + + + + I \ ■ Dwarf Feather Grass + + + + + + + + + + + + + r/ + + + + + + + + + + + + + „ L.L / + * + * + + + + + + f--+-+ \ - / \ o Hemerocallis x'Stella De Oro' 1 Gal. 18 hgt. x 2 wide Q � / +Y++++++++++ + + + + + + + + + I _ � _ _ _ ■ _ Stella De OroDaylillyQ + * + + + + + + + ++ + + + + + + + +. + . + . + . + . Sedum spectabile 'Autumn Joy' 1 Gal.+ + + + + + + + + + + --='•- 2' hgt. x3'wide* + + * + * * + * + * \ ,n, Autumn Joy Stonecrop °m U + + + + + + + + + + + + . + + + W Pennisetum alopecuroides Little Bunny 1 Gal. 2' hgt. x 3'wide o CO * + + + * + * + * + * + + * * + + + + + + + + + * + * �• -W PHILO ENA C + + + + + + + + + + + + \ Little Bunny Dwarf Fountain Grass + + + + + + + + + + + + + + + + + + + * + * + * * * * * * * „ I � w + + + + + + + + + + * + * + * o Phlox subulata 'Candy Stripe' 1 Gal. + + + + + + + .1+ + + + + + + \ ■ 6 hgt. x3wide + + + + + + + + +�. + + + + + + + Candy Stripe Creeping Phlox Z + * * + * + * + + + * * * * + SEE DETAIL 4/L2.0 Q Q U + + + + + + + + + + + + + + .•.• • • � SHRUBS * ' ` ' * ' * ' * ' ` ' ` ' * � Euonymous alatus 'Compactus' 2 Gal. 4' hgt. x 4'wide a)CO ° + + + + + . ++ + + + + + + + + _ _ - + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + ° z + + + + +;+ + + + + + + + Dwarf Burning Bush P J * * * *' * * * * * * * 08 i / \ 0 Buxus microphylla japonica 'Winter Gem' 5 Gal. 4' hgt. x 4'wide * * * * + + * * * * * o M + * * + + +++ + * + * * Winter Gem Boxwood + + + + + + + + - + - - I o Berbers thunbergn 'Helmond Pillar' 2 Gal. 3 hgt. x 2 wide Z * +++++++++++%/++++ / - - - I - - I _ ■ Helmond Pillar Barberry �- + + + + * * // I II I -� 7 F Cornus alba 'Bailhalo' 5 Gal. 6' hgt. x 6'wide O + +++++++**`+*+`+*+ _ II �' I I I I I I ■ Ivory Halo Dogwood (n I +'++ +++++++++++ I II 11 I I I I I Cotoneaster horizontalis Perpusillus' 2 Gal. 12" hgt. x 6'wide - U I * + ` ., . ' ` p / I� I I 12 I 13 I I Prostrate Rock Cotoneaster W + + +;+ + + * ++++"++++ I \ I I I 14 Rhus trilobata 'Autumn Amber" 2 Gal. 6" hgt. x 6'wide U> (D � O * * + + + ' * * ' — — J I \ I I I I Autumn Amber sumac _ Z Q co Q + +*+'*ti**++ I I A I I I I I I I I Juniperus horizontalis 'Blue Chip' 5 Gal. 1' hgt. x 6'wide m Q a Q m oo M p + + I I I ■+ + + + / * ++++ / 'L/ I I \\ I I I I I I Blue Chip Juniper o 0 — 0 Z * L- _ I I I ■ v Picea purgers 'Globosa' 5 Gal. 4' hgt. x 6'wide (� Z W LU m - -0 + +* - - - - - �-- -I � �_ - -_-_-_-_ Dwarf Globe Blue Spruce Q o � Z� � LU X �t -- - ___-=-- -- _== ___ - - Physocarpus opulifolious 'Seaward' 2 Gal. 4' hgt. x 4'wide LU w Q Q _ _ _ _ Summer Wine Ninebark V z W 0 `�W 319.30' MlX -I ' - - O Potentilla fruticosa 'Gold Star' 2 Gal. 3' hgt. x 3'wide Q W o J Z Z 1 I Gold Star Potentilla J �. W 0 w I r- - - _ - - Prunus x cistena 5 Gal. 10' hgt. x 6'wide a� 2 _ a o ■ Dwarf Red Leaf Sand Cherry CL Q a } I Rosa x 'Noasplash' 2 Gal. 2' hgt. x 4'wide Q Z Pink Splash Groundcover Rose 0 Z I I p Spiraea japonica 'Gold mound' 2 Gal. 3' hgt. 3' wide W Goldmound SpireaCL a I I Viburnum plicatum tomentosum 'Mariesii' 5 Gal. 6' hgt. 10'wide ■ I Doublefile Viburnum N I ■ 23 I CALLOUT LEGEND MIN O 40'VISION TRIANGLE O OPEN GRASSY PLAY SPACE I .2 PERGOLA ON CONCRETE PAD WITH 0 5'-0"WIDE CONCRETE PATHWAY Z (n 2 L - - - - - - - O PICNIC TABLE PER OWNER O z O START FENCE LINE AT 20' BUILDING d 0 v) \ O 6'-0" BENCH PER OWNER SETBACK. 4 cn OPEN IRRIGATION POND FINAL SIZING 9 START FENCE LINE PROPERTY W W coca I O PER CIVIL. O CORNER CL 0 � a I V V O POND AERATION PER OWNER 10 IRRIGATION PUMP HOUSE PER CIVIL. N I -AV W H Q U X a S O FU T H Bois , Vista Ave 811 S. • I� Boise, ID 83705 B EC K& K� S , 208.342.2999 Office winfo@sbbgo.com CALL CZaBUSINESS ol b0l you ars LANDSCAPE PLAN -AREA ONE 0 30' �0' BA 1 R D www.sbbgo.com ADVANCE GRADE,OR 0 South Landscape Architecture P.C. EXCAVATEMARKING OF THE Q W UNDERGRUND Dba South Beck& Baird Landscape Architecture P.C. MEMBER UTILITIES 0 SGALE: 1" = 30'-0" O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z o ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: o TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED L1 .1 a OF LEAVITT & ASSOCIATES ENGINEERS, INC. 0 U U I • W O 0 LANDSCAPE LEGEND W � z M ow �- co 3 ■ STEEL EDGING, SEE * * * * * + * RTF TURF TYPE TALL Q �_ �_ z ■ DETAIL 1/L2.0 +++++++++++++*+ FESCUE SOD OVER Q CO 0 +++++++++++++++ APPROVED TOPSOIL AS Urn .k G N m ------------- CUT EDGE, SEE ***+*+*+*+*+*+* SPECIFIED v, Z v w DETAIL 2/L2.0 0 Q z NATIVE BASALT W X EXISTING 6' SOLID BOULDERS, 3'-4' Z O o ■ PRIVACY FENCE TO � DIAMETER, SEE DETAIL W � �. ■ REMAIN 8/L2.0 Q V n I o In 6' WROUGHT IRON o0000000 3"-6" WASHED COBBLE 2 to 0 o� oo� 000 1 0 FENCE, SEE DETAIL oo�Oo(�oo�Oo(�oo PER CIVIL L r� M o 7/L2.0 O� 00� 00 LrL M Z EXISTING TREES TO r W O ------- POND WATER LINE6CP REMAIN `` M ■ PER CIVIL / W X q m ■ PLANTS TO BE OPROPERTY LINEO (VERIFY) INSTALLED W N 20 W Z \ NOTE: All trees to be grade#1 \ PLANT SCHEDULE (Shown at 80% Maturity) M I o ■ r IL KEY BOTANICAL NAME PLANTING MATURE SIZE CLASS ■ N i I I I COMMON NAME SIZE o DECIDUOUS TREES SEE DETAIL 6/L2.0 . �, Z 0= W o � o y w w w I \ + Acer platanoides `Columnarbroad' 2" B&B 40' hgt. 25'w CLASS II O ���000 w ■ w Parkway Maple o g �o w ° (f (n f Betula nigra 2" B&B 35' hgt. 25'w CLASS 11 o o �,jo y W w ■ I I River Birch multi-stem o ~ N H� �o r Gleditsia triacanthos inermis 'Skyline' 2" B&B 45' hgt. 30'w CLASS II oo a O m tiro ; o z w w I I I I I I \ Skyline Honeylocust 000p° c,� oo Q z z I I I \ Malus x 'Red Baron' 2" B&B 15' hgt. 10'w CLASS I p�° a' Red Barron Crabapple , w.__ o; w I •� Prunus cerasifera `Thundercloud' 2" B&B 20' h t 20'w °' / 9 • CLASSI o . oou ao U ■ Thundercloud Plum ■ I I \ Prunus sargentii 'Columnaris' 2" B&B 30' hgt. 15'w CLASS 1 N ° Columnar Sargent Cherry N CQ Q I I I I \ Quercus robur x alba 2" B&B 35' hgt. 15'w CLASS 11 O o N o G Streetspire Oak L cJ W I I I Tilia tomentosa `Sterling' 2" B&B 45' hgt. 35'w CLASS II ' ~ / Sterling Linden a 0 __ Zelkova serrata `Schmidtlow' 2° B&B 24' hgt. 36'w CLASS II w \ Wireless Zelkova Q z :#" X S88°11'16"E 96.71' - - - - - 9 + + + + + * * *+ *+ + + + + + X+ + \ CONIFEROUS TREES SEE DETAIL 5/L2.0 . �, N— � r _ _ _ - - _ _ _ __ + + + + + + + + + + + + + + + �_ _ s T" w + + + + + + + + + + + + +� + + + + + + + + + r - - - - - - - - -I + + + + + +� + + + + + + + + + + + + + + + 9 �-- - - - - - - _ - - - - _ - - _ - Picea pungens 'Bacheri' 6' B&B 15' hgt. 8'w CONIF. ; g + + + +""+ + + + + + + + + + + + + + + + + _ z r + + + + + + + + + + + + + + + + + + + + + + + + I - - -- ——=�-- —_—_ _ = Bacheri Spruce c� w + + + + + + + + + + + + + + + + + + + + + + + + + + A � \ 4 U I I I I I + + + ,. + + , + + + + + + + + + + + + + + + + + + + + + I I � � �� �\ 2o' ht. 1o'w 0 * + + * + + + * + * + * + + + + + + + + + * + * + * •* Pinus flexilis Vanderwolfs Pyramid" 6 B&B g CONIF. , w I I I I I I I + ++`+++ +++++ ++,+++,+++++++++++++++++++++++++++++++, I y + + + + + + + + + + + + + + + + + + + + + + + �I, I \\\�� \�\\\ Vanderwolfs Limber Pine + +� + + + + + + + + + + + + + + + + + + + + + + + I ��\\\ \ \ 35' h t. 15'w I I 4 I I I I I + + 6 + + + + + + + + + + + + + + + + + + + + + + + + + + I BLOCK 2 I - - � \� \\ \\ Picea pungens 'glauca' 8'-10' B&B g CONIF. Z + + + + + + + + + + + + + + + +�+ + + + + + + + + + + + ■ I I o I I +`++. ++� .`.+.`.+.`.+.`.+.`++.`++'4=1'*+*',`+*',`+*',`+*',`+*',`+* I I I \\ Colorado Blue Spruce Q II I + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + I \\ \\ \ SEE DETAIL3/L2.0 I I I I * * * * �* * * * * * * * * * * * * * * * * * * * * * * * * * I I I \\\ \ \ GROUND COVERS/GRASSES/ PERENNIALS 0) Ym w + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I \ \ v5, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \\ \\ o Coreo sisrosea 'SweetDreams' - - - - - � I L - I I I I I I + + + + I + + + + + + + + + + + + + + + + + + + + + + I o ® i I \\\\\\\\\ Sweet Dreams Tickseed 1Gal. 1 hgt. x1 wide L + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - - - - - - - - J L - - - - - - - - - L — g + +—+ 1 I \ V * * * * * * * * * * * * * * * * * * * * * * * * * * * I \ a Calama rostis x. acutiflora 'Overdam'■ I + +++ + +A + + + + + + + + + + + + + + + + + + + + + + I I � i I \\\ \�\ g 1 Gal. 3 hgt. x2 wide W + + + +•+ + + + + + + + + + + + + + + + + + + + + + + + + �� + + + + + + + + + + + + + + + + + + + + + + + + + \ / + + + + + + + + + + + + + + + + + + + + + + + + + + Dwarf Feather Grass + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + " ■ \ Dc� O I I I /j \\ \ \ o Hemerocallis x'Stella De Oro' 1 Gal. g �+++++ +++ + + +++++++++++++ + + +++++++++++++++ + + ++++++ 18 hgt. x 2 wide + + + 1 +�' + + + + + + + + + + + + + + + + + + I I I \ � \ \ Stella De Oro Daylilly Q * * * + * + * * * * * + + * + * * \ \\ \ Sedum s ectabile 'Autumn Joy' Q - - - - . 1 1 + + + + + + + + + + + + + + + + + + + + + + I I \ \\ , p Y 1Gal. 2' hgt. x3'wide V --- • + + + + + + + + + + + + + + + + + + + + + + + + p + + + + + + + + + + + • + + + + + + +.r + + + \\\ \ Autumn JoyStonecrop 3m * + ! + * * + * + * + * + + + * + + * + * + * + I \ Pennisetum alo ecuroides Little Bunn W + + + + + + + + + + + + + + + + + + + + + _ - - - �/� ao \� \ p Y 1 Gal. 2' hgt. x 3'wide o +� + + +� + �� O� \\ W W + + + + + + + + +++++ *+*+*+*+* +*+** *+*+ I \ \ \\1' Little Bunny Dwarf Fountain Grass Q O ■ E NA CT.— ----- - -� W W I �\ \\ � o Phlox subulata 'Candy Stripe' 1 Gal. 6" hgt. x 3'wide � `\ Candy Stripe Creeping Phlox Z S \\\\\ ,� SHRUBS SEE DETAIL 4/L2.0 Q ■ Q _OQ _ _ _ _ —� I I �V o J Euonymous alatus 'Compactus' 2 Gal. 4' hgt. x 4'wide „m - - I \\\ o Dwarf Burning Bush P +++ + � Buxus microphylla japonica 'Winter Gem' 5 Gal. 4' hgt. x 4'wide o / \ / + + + 1 I I 111\\\ Winter Gem Boxwood * * I \ o Berberis thunber ii 'Helmond Pillar 2 Gal. h x 2 wi+ + + I I � g 3 hgt. de — —� —1- +�•+++ I I I I \ Barberry \ Helmond Pillar \ \ Corpus alba 'Bailhalo' 5 Gal. 6' hgt. x 6'wide O ■ I �- - - - - - - - -� i - - - - - - - - � i �- - 8 I+ +++'!4*+ I I I I \ — _ — I *+*+++*+++ I I I I I I I \ \� Ivory Halo Dogwood O - - - -I - - - - - _ _ *+*+*+*+*+ _ Cotoneaster horizontalis Perpusillus' 2 Gal. 12" hgt. x 6'wide — V OI I I rt I- +`+'+`+++ I `� I I I \ \ \ Prostrate Rock Cotoneaster >_ W 14 I I 15 I I 16 I I 17 I ++++++++++ I I \ \ \ Rhus trilobata 'Autumn Amber" 2 Gal. 6" hgt. x 6'wide O Z Q � L 2 I I I I I I +++++*++++� ( I I I \ Autumn Amber sumac � - Co T Q ■ I I I I /\ \ Juniperus horizontalis Blue Chip 5 Gal. 1 hgt. x 6 wide Q moo Z co + +*+`+* I I i I I i \ Blue Chip Juniper o —p Z + ,.+ + I + . + W I I I I Picea pungens 'Globosa' 5 Gal. 4' hgt. x 6'wide (n z > W m - ^O ■ I I I I I I I I + + + - - - - - I + + ++ I I I I I � � \ V Dwarf G obe Blue Spruce Q o � -0 - - - - - - - - - - - - - - - - _� _____ _ _ _ _ _ _ _ _ _ _ _____ - - - - - - -I- - - _ _ - - - - - � - 1- \ Physocarpus opulifolious 'Seaward' 2Gal. 4' hgt. x4'wide W O waaa � � Q - _- - - - - �- - - - - - - - - - - *+++++++++ - - -� __====_�_ - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - � \ Summer Wine Ninebark V - z LU aUj - - - — _ - - - - - - - - .*+*+*+*+* - - - - - - _ - -- ='=_____ === �=- L- =---- - - - - - - - - -- - 'r� p Potentilla fruticosa 'Gold Star' 2 Gal. 3' hgt. x 3'wide Q W o J Z m Z - - - - - - - - - - - - + + + + + O Y _ _ __ - _ - _ - __ - - - — - - - - Gold Star Potentilla J CL00W0 �_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_- - - - - - - + _ -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - _ - - - -67.58' _ Prunus x cistena 5Gal. 10' hgt. x6'wide � 2 _ � r - - - - - \ _ - - - a ■ ��� r +`+#� + I r- - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - =-----�_ _ _ - _-_-_- - - - - - - - - - - - - - ` Dwarf Red Leaf Sand Cherry a� a } r - - - - - - - - - -� F - - - - - - - - - - - - - - a� I I I I I I I I I + - Rosa x Noasplash 2 Gal. 2 hgt. x 4 wide Q Z l I I / I I +A ++++ +++` I I I I I I I I I I Pink Splash Groundcover Rose �/ O I I ~ ++ + W I I I O Spiraea japonica 'Goldmound' 2 Gal. 3' hgt. 3' wide W BLOCK 1 I I I I *'�` I I I I I I I I I I I Goldmound SpireaCL +.+.+.+.+*+ � I I I BLOCK, 2 I I I I I I Viburnum plicatum tomentosum 'Mariesii' 5 Gal. 6' hgt. 10'wide I ■ I I I I I I I I Doublefile Viburnum I I ■ 23 22 i i 21 I �\20 I I 19 I + ++; + I 7 I I g I I I + +''+ + o o o 10 11 I CALLOUT LEGEND ++++++++++ 1 a I I I I I I I I \\ I I I +*+++*++.1 > I I ' MATC H L I N E - SEE L1 .2 I I I 1 40'VISION TRIANGLE 6 OPEN GRASSY PLAY SPACE o I I I I I + + + * * MATC H L I N E - SEE L 1 . I I�I- _ I 2 PERGOLA ON CONCRETE PAD WITH O 5'-0"WIDE CONCRETE PATHWAY z (n I — _ _ > L - - - - - - � L - - - - - L - - L - 8 ++++++++++ I I O PICNIC TABLE PER OWNER O_ z O + ♦ - - - - _ _ _ _ _�_ _ START FENCE LINE AT 20' BUILDING H Q CD I *�`+++* ♦♦ \ ,J O 6'-0" BENCH PER OWNER O SETBACK. a ++++ + - - - - - 1 1 ♦ \ / O IRRIGATION POND FINAL SIZING O FENCE LINE PROPERTY 4 OPEN IRRIG G 9 START FE w W 1 1 1 1 - - PER CIVIL. CORNER a4. POND AERATION PER OWNER 10 IRRIGATION PUMP HOUSE PER CIVIL. 6 —AV I L LA R.— �- _ _ _ _ LU U r 811 . v %J �i - - - - - - 1 1 1 1 . • :e e r ,, Q 2002 S.Vista Ave - - - - +T+ " + _ _ _ _ 1 1 SOUTH+ + + + + + + + + + + + ♦ \ 1 1 / ,��� , + + + + + + + + + + ° 1 1 Boise, ID83705 �Vj m > — — — — — — — ♦ / v + + + + + + + + + + + + ♦ 1 i a� BECK& 208.342.2999 Office a + + + + + + + + + + + info@sbbgo.com Call W CALL 2 BUSINESS DAYS LANDSCAPE PLAN -AREA TWO o 30' �0' B A■ R D www.sbbgo.com IN ADVANCE BEFORE (n YOU DIG,GRADE,OR South Landscape Architecture P.C. EXCAVATEMARKING OFUNDERGR THE O W UND Dba South Beck& Baird Landscape Architecture P.C. MEMBER UTILITIES 0 SGALE: 1" = 30'-0" O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: 0_' TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED L1 .2 a OF LEAVITT & ASSOCIATES ENGINEERS, INC. 0 O '& I I I I I I W WV � 0 z 10++ +++ II LANDSCAPE LEGEND 2219 * I I I I I I I , � �RTF TURF TYPE TALL STEEL EDGING, SEE z + + + + + + + DETAIL 1/L2.0 FESCUE SOD OVER III III I , III ; +++++++++1 I MATC H L I N E - SEE L1 .2 I I xl :+±+++±+++±+++± APPROVED TOPSOIL AS _ V G COOf ��� I *+�*+�� I of *+*+*+*+*+*+*+* SPECIFIED z .. UT EDGE, EE L - - - I I I I _ I I MATCHLINE - SEE L1 3 �' I- - I 0 Q �- a + + + + + I I- _ _ DETAIL 2/L2.0 J � a X ° I a ++++++++++ ° I x NATIVE BASALT cc W Q 0 - - - -1 � - - - - - - -' L - - - - - - -1 � - - - - � s +++ + + ` � III, � � III o X EXISTING 6' SOLID �/� W - - - - - - - - - � L - - - - - - BOULDERS, V/ Z O = '*+* \ / PRIVACY FENCE TO �� DIAMETER, SEE DETAIL W n / + + + _ �- / \ REMAIN W - - + Of + _ Z - - - - - * * ,�( M °' da. .d •., ' �' ..♦ .A :.: •°• ° GHT IRON o�000�00 - ASHED COBBLE W j c0 Z y ♦1 / _ 6' WROUGHT o 0 3rr Err W o M °' . FENCE, SEE DETAIL 8���8���8 PER CIVIL V 0 M W W W W 7/L2.0 0��00��00 (/� M W I- M Z .W. W W of W -AV I L LA D R.- W __-___ EXISTING TREES TO Z Uj N - POND WATER LINE REMAIN M w PER CIVIL -- PROPERTY LINE O • � r _ U) • 00 PLANTS TO BE N 1 1 1 1 a . .•. .°. :1 d ti r1111F - - (VERIFY) INSTALLED W U) ♦ • + + +e + + + + +>-< + + + - a• \ 1 1 , ,� � - •,1 1 _ _ NOTE: All trees to be grade#1 Z+ + + + + + + + + IN - - v °y 1 _ PLANT REDUCE y) M =- - _ — _ - - - + + + + + + + + + + + r - - _ _ - - - - - - - - - - - - - - - - Shown at80/oMaturit o + + + + + + ++ + + + + + + + + ++ + + + + + + + + 7 + + ♦O . +*+++(D6 `+++*+++*+ +++++ , , KEY BOTANICAL NAME PLANTING MATURE SIZE CLASS8 0 �0O*�+.+J++++++++ + *+*+* 8 I 19 I COMMON NAME SIZE Z o 'cam+ o * '-% +* *+*+* I DECIDUOUS TREES SEE DETAIL 6/L2.0a+ + ° 0 Z + + a W L - - - - - - - - - - - o L - J \ I I + Acer platanoides `Columnarbroad' 2" B&B 40' hgt. 25'w CLASS II ooq° O o moo — — — — — 011111 — - - - - - - - - - - — - - - - - - - - - - - - - - - - - y p- - - - - r / \\ \ +*+* Parkway Maple o� � \ o - - - Betula ni ra 2" B&B 35' hgt. 25'w r - - - - - - - - - - -/- -I - - o �i� / �y xc� \\ p - r - - - - - - g 9 ' CLASS II oo �'c o Hy z - - - - - - - - - - f, 1 r - :.. - - - - - - - - - - - - - - - - River Birch multi-stem ova E+ H�� go r� W 51i l}I I �o I I .. r Gleditsia triacanthos inermis 'Skyline' 2" B&B 45' hgt. 30' w CLASS II �oo�� f a O m \000 N z o �I � I o I o � � o oy Skyline Honeylocust T Opoo 9� 00 op0 0< o Malus x Red Baron 2" B&B 15' hgt. 10'w CLASS I Red Barron Crabapple =d °'c pp �- .22 o W II I I \\ I I i I I I I III � / /// 0 +.++ I I ". I I I •� Prunus cerasifera 'Thundercloud' 2" B&B 20' hgt. 20' w CLASS I 0 H o o'H a o 0 , I Thundercloud Plum a o I I Prunus sargentii 'Columnaris' 2 B&B 30 hgt. 15 w CLASS 1 W N - - - - - - - - - - \� - - - - - � \ \\ �0 IIIIIII . IIII +'+++' I I I •; I z IIII I + + + + ' Columnar Sargent Cherry o - - - - - - - - J I I III L - - - - - II II + + I- - - - - - - - - - - - - - - - - - J � N / e — - - - - - - - - - - - - - - - r - o IIIIIII I Jill I 3 + + + - - - - _ _ _ uer 2 B&B 35 g 15 w CLASS II 4 I I + + •• • _ cus robur x alba ' h t. W Q \ �: \ - - - - - - - - - - � oO IIII . O I II *,++ - - - - - - - - - - - - - - - - - - - - Streetspireoak N ++ + ++ r 1 / a• \ I- - - - Tilia tomentosa 'Sterling' 2" B&B 45' hgt. 35'w CLASS II ? ~ I I +++ ++ Sterling Linden = 0 0 \ , I •'' \ I \\\\\\\' I IIII ,+•+,++ Zelkova serrata 'Schmidtlow' 2" B&B 24' hgt. 36' w CLASS II o ++++++ i I I I / I Wireless Zelkova \\\\\\\ 111111 +++++ I Q ++++ I I I / _ CONIFEROUS TREES SEE DETAIL 5/L2.0 W s W / I L - - - - - - ___ + D IIII . \\ \ +* I I / I Picea pungens 'Bacheri' 6' B&B 15' hgt. 8'w CONIF. ; 0 L - - - - - - - - - - - - - 0 - - - - - - T - - - J a• J + : \IIIIII' \\\\\\\ ° o *+ L - - - - - - - - - - - J I I // I I � Bacheri Spruce N _ ++ a L - - - - _ - 20' h t 10' w CONIF. 0 W r - ____ - -____=i= - 1 - _ - _ - - - - - - ,++ I I I I I I I l \\ IIII 0 ++ - - - - _ - - - - - Pinus flexilis 'Vanderwolf's Pyramid" 6 B&B g ' J `- - - - - - - - - - - - - - �_ _ ++ \ I o + _ - - - - - - - _ - - Vanderwolf'sLimberPine Z :. A I - - - - ° - - - - - - - - - - - - - - � - - - - - - - - I •- '•° ++ � � o . - r - - - - •• Picea un ens lauca 8-10 B&B hgt. N ® , + \�\\�\ i//jjll ��� r _ _� - - -I .e• I o p 9 g 35' h t 15'w CONIF. W +* �� =�i / 00 +` I / , ® I - Colorado Blue Spruce Z 0 +++++ - / °�� ++++ I 16 / I I I o GROUND COVERS/GRASSES/ PERENNIALS SEE DETAIL 3/L2.0 . T Q +`+*+*+`+ o Oo o� +`+*+` 7 \I // I I I I o Coreopsis rosea 'Sweet Dreams' 1 Gal. om I + + + + +� o0 oeQ o + + + + + t ,\ , I 1' hgt. xVwide +++*+*+++*+++ + O O + +++++ + + I \\ I • I f - _ Do I I I Sweet Dreams Tickseed _ + + + + + + + + + + + + \ / I_ + + + + + + + * + + + + + + + , tr Calama rostis x. acutiflora 'Overdam' • I I _ _ _ _ _ _ _ _ _ _ + + + + + + + + + + + + ��� I . l _ J \ I :' + + + + + + + + + I a ' 3 g x2wide , I Dwarf Feather Grass _ _ L _ _ _ _ _ _ _ _ _ _ _ J + + + + + + + + + + L - - - - - _ _ J OD + + + + + + + + + t - - - - I / L - - - - - - - - a Hemerocallis x 'Stella De Oro' 1 Gal. 18" hgt. x 2'wide / • ` LU - - - - i - ++++ + +*+++*+ �- _ - _ 4 Stella De Oro Daylill o - - - - - - - - - - - _ � r 1 0 / \ ++;:+++ +++++ + r - - \�- - - - - - - / # Sedum spectabile 'Autumn Joy' 1 Gal. 2' hgt. x 3'wide +++++ ++++++ ++ \\\\ 1 ,- - - - - - - - - - -I Autumn Joy Stonecrop cm *+++*+ *` I 15 \\\\ I I I I ;; Pennisetum alopecuroides 'Little Bunny' 1 Gal. 2' hgt. x 3'wide ca J�)S� III +++*+*+*+*+ +++ I \\\\ I > e. , O5 I Little Bunny Dwarf Fountain Grass �/�1- + + + + + + I \\\ VJ _ \ / //�0 ++++++++++ ++++ \ I I I o Phlox subulata Candy Stripe 1 Gal. 6" hgt. x 3' wide Q - I / + I \\\\\ I I I Candy Stripe Creeping Phlox i I \ \ 1 ./ /// o +++++++*++ +++++ \\\ I SEE DETAIL 4/L2.0 a BLOCK 3 Q ° Q 11 , / / Q + + + + + \\\\ I SHRUBS Z L _ _ _ - _ _ - I ° III / // +*+*+*+f`+-; +++++++ BLOCK 4 \�� •.� o I BLOCK 5 I � Euonymous alatus 'Compactus' 2 Gal. 4' hgt. x 4'wide �m - - - - °, L - - - - - - � P I I I �.:// // +++++++++++ +++++++ L - _ _\\\�\ J I Dwarf Burning Bush rn _ IIII. + + + + + + + + _ _ \\ a Buxus microph Ila japonica Winter Gem 5 Gal. 4 hgt. x 4 wide a� - - - - - _ - 1 - - - - - - - - - I I / // *+`+*+`+*+ +++ + +++ - - - - - \\ , . W „' - - - - - - Winter Gem Boxwood ° r 1 I I I ++++++++ ++++++++++++' r Berberis thunbergii 'Helmond Pillar' 2 Gal. 3' hgt. x 2' wide Z +++*+++*+++*+++ \\\\ ' I I II + + + + + + + + I I \\ y O I I I + ` + + + + + + + + 14 , Helmond Pillar Barberry rn + + + + + + + + + + °. Q° \\ // o +r•: * * * * * * * * * I O I \ = I I Corms alba 'Bailhalo' 5 Gal. 6' hgt. x 6'wide O + + + + + + + + + + + + + + + + + + + + + + + + + + � + + + + + + + + + + + + I I / I Ivory Halo Dogwood O C/O + + + + + + + + + + + + + ++ + + ..... + + + + + + + I \� U / I Cotoneaster horizontalis Perpusillus' 2 Gal. 12" hgt. x 6'wide 0 + + + o + + + + + + + + + + _ O I I + * * * + * * * * \� I I Prostrate Rock Cotoneaster > W + + + + a + + + + + + + + + + + + + + + + + + + + + + + + + I I — U> O J I I + + + + + + + + + + + + + + + J I / , Rhus trilobata 'Autumn Amber" 2 Gal. 6" hgt. x 6' wide L _ \ I + + + + + + + + + + + + 2 + + + I I \ Q O za 2 - - - - - - - - - - - - - - - 1♦ I - J + + + + + + + + + + + + + + + + + \ I / Autumn Amber sumac -ZCfl Q L _ - - - + + + + + + + + + + + + + + + + \ ZJ I _ + + + + + + + + + + + + + + + + + L _ J I I �` �_ + + + + + + + + + + + + + + + + - - - - - - - - - - - - - - - - - - - - - - - - - - - J Juniperus horizontalis 'Blue Chip' 5 Gal. 1' hgt. x 6'wide w Q ch 0 O _ _ a 0 oCD _ r - - - - - - - - - - - - - - - - - a + + + + + + + + + + + + + + + + + + - - - - / _ _ - - _ _ Blue Chi Juniper 0 0 � + + + + + + + + + + + + + + + + + + + + U i o r + + + + + + + + + + + + + + + + + + \ \ "ti Picea pungens 'Globosa' 5 Gal. 4' hgt. x 6'wide Z > W m - O + + + o + + + + + + + + + + + + + I + + + + + + + + + + + + + F - v w _ O I I II 0 I 0 I ��\ I- - - - - - - - - - - - - - - - - - � Dwarf Globe Blue Spruce W a o �� Z Io 0 00 + + + 7 + + + + + + + + + I o o + + + + + + + + + + + I 13 �� I I Physocarpus opulifolious Seaward 2 Gal. 4' hgt. x 4'wide w 0 Q Q I a + + + + + + + + + + I + + + + + + + + + �--Lu T \ + + + + + + + + + - _ _ I J I O I Summer Wine Ninebark V z W 0 W W e"• + + + + + + + + — + + + + + I r' , I p Potentilla fruticosa Gold Star 2 Gal. 3 hgt. x 3 wide Q W o J Z w Z +*+++ *+++*+++ I I , Gold Star Potentilla J a oo W O + + + + + + I a / , ' I I I \ o ++++++ ++++++* I , I ' I I I Prunus x cistena 5 Gal. 10 hgt. x 6 wide � Q _ + + + + + + a L - - - - - - - - - - - - - - - - - � I \ I / J afSandChe y 2 4 d 4 A- Dwarf Red CL + + + + + Rosa 2 Gal. g x wi e . L _ _ _ _ _ _ - - _ _ - J 1 1 O �/ / + + + + + + L � x 'Noaspashe ' h t. Z / I of III / / o + + + + + + - - - - - - - - ca -� - + + + - - :el - - - - - - - - - - - - - - - - - Rose v — — — + + + + + I F - - _ _I _ _ _ / / . . + + . + - - - - - - pira and 2 Gal. 3 g 3 wide X Pink Splash Groundcover � . � \ „ O / / �' + + + + + + ea�a onica 'Goldmo ' hgt. W +++ ++++ ++++ r - - - - - - � - - - - - - - - - - - - - - - - - � GoldmoundSpirea CL *+ +++ +++++ I 12 I I I I I Viburnum plicatum tomentosum Mariesii 5 Gal. 6' hgt. 10' wide + + + Doublefile Viburnum + + + + + + + + d. +++++*+++*+ +++*++ + + + + + + + + + I I .� , \� �\ — >, ++++++++++++ ++++++ I a. I I I CALLOUT LEGEND DQO + + + + + + + + + + \\ s I 2542- I I *+++++++++++++ +++++ I I I \\ II + + + + + + + + + + + + + , oL - - - - - - - - - - - - - - - J / L + + +++ ++++++++++++++++++++++++ +++++++ L I \\ U - I J - - - - - - - - - - J + + + + + + + + + + + + + + + + + + _ _ _ J \ / L - \ 1O 40' VISION TRIANGLE 6O OPEN GRASSY PLAY SPACE + + + + + + + + + + + + + + + + + + + L— 1 _ + + + + + + + + + + + + + + + + + + + - - - - - - - - - - - _ + + + + + + + + + + + + + + + + + r - - - 9 I - - - - - - - - - � / r - - - - - - - - - - - � + + + + + + + + + + + + + - - - - _ - - - - - - _ _ - - - _ _ - - - PERGOLA ON CONCRETE PAD WITH 7O 5-0" WIDE CONCRETE PATHWAY Z (n + + + + + + + + + + + + + + + + r / I I \ �- - - - - \ O PICNICTABLEPEROWNER O_ Z > + + + + + + + + + + + + + + + + + + + - � + + + + + + + + + + + + + + + + + + + \ * * O O START FENCE LINE AT 20' BUILDING H Q I , II I + + + + + + + + + + + + + + + + + + + + I I 0 �,El + + + + + + + + + + + I ,• O 6'-0" BENCH PER OWNER SETBACK. a U) + + + + + + + + + + + + + + + + + + + + d I I �}\_ I I I + + + + + + + + + + + + + + + + + + + + I I I v a I I + + + + + + + + + + + + I I I I 4 OPEN IRRIGATION POND FINAL SIZING O START FENCE LINE PROPERTY U) W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + d• 1 O + + + + + + + + + + + + + + s I I O PER CIVIL. CORNER + + LU + + + + + + + + + + + + + + + + + , ♦. a L------- -------L + + . + + + + + + + + + +.+ + + + N * --- - - -� _ - - O POND AERATION PER OWNER 10 IRRIGATION PUMP HOUSE PER CIVIL. P -�o + + LU g \ W _ _ W ,AI ,W - - W DAP H N E ST. W W S. 81 . i SOUTH Bois , Vista Ave a _ � _ � _ I� Boise, ID 83705 I_ E P P P - - P D r r' -- - aC BECK& 208.342.2999 Office ,�,o„t iQ info@sbbgo.com CALL 2 BUSINESS DAYS Call befom you dig. LANDSCAPE PLAN -AREA THREE 30 �0 BA I R D www.sbbgo.com IN YOUDDIG,GRADE,OR 0 South Landscape Architecture P.C. EXCAVATEMARKING OF THE Q w Dba South Beck& Baird Landscape Architecture P.C. UNDERGROUND MEMBER UTILITIES 0 SCALE: 1" = 30'-0" O y THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: o TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED L1 .3 a OF LEAVITT & ASSOCIATES ENGINEERS, INC. 0 0 U UI • 0 2"X2"TUBULAR STEEL SUPPORT W V to o 4"O.C. PICKET 6'0.C. Y.I t0 Z LANDSCAPE NOTES � Z � � ' ow (2)-1"HORIZONTAL HOLLOW 0 (C 0 LANDSCAPE MULCH,AS SPECIFIED IMIMIQ z WHEN PRESENT: BUD STEEL POINT(A MINOR CROOK 1. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS Q CO 0 IN THE TRUNK JUST ROOT FLARE/COLLAR(SWELLING AT SOIL U 0 t FINISH GRADE PER PLANS LINE WHERE STEM TISSUE TRANSITIONS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A SOUND AND U G N ABOVE THE SOIL LINE) INTO ROOT TISSUE)TO BE AT SOIL LINE. o HEALTHY CONDITION. ALL PLANT MATERIAL SHALL BE GRADE #1 OR BETTER. Z Q .. _ TO BE APPROXIMATELY 1 � z �"HOLLOW STEEL J X =I =I I= O J Z 2. ALL PLANTING BEDS AND TREE WELLS IN LAWN AREAS (WELLS TO BE 3' IN DIAMETER) � Q �. /Z"ABOVE THE SOIL LINE z _ STEEL EDGING, STAKE PER PREVAILING WIND DIRECTION a LL =1 =1 Il MANUFACTURER'S ROOT PROBE Q z SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 1" BARK MULCH. SUBMIT SAMPLE LU Q o - -� O FOR APPROVAL BY OWNER. Z 0 z RECOMMENDATIONS ~ 3. ALL LAWN AREAS SHALL BE SODDED WITH 100/o TURF TYPE TALL FESCUE (FESTUCA III=1 1=1 1=1 1=1 I-III-I 1- _ ° w III=I I I=I I I-11 I I I-I I I I-I I I- W w -I�I-111-111=11 1= I - 1, LANDSCAPE FABRIC,AS SPECIFIED, SOIL LINE ,� ,� `" FG ARUNDINACIA). CONTRACTOR SHALL VERIFY AND MATCH THE VARIETY EXISTING IN THE Z Cj n SECURE FABRIC PER �j /� REMOVE DEAD/DAMAGED BRANCHES AND a ADJACENT DEVELOPMENT. �( _ 0 �-III-III-III -III-III- MANUFACTURERS N '1ti, N HORIZONTAL HOLLOW w M Z j-= PRUNE TO INTERNATIONAL SOCIETY OF STEEL 4. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR BEGINNING AT 0 0 RECOMMENDATIONS. NO LOOSE �1 (D I-1�I-1 1 I 11-1 1 1-1 1 1=_ ARBORICULTURE STANDARDS; IMPROPERLY THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT MATERIAL FOUND DEAD OR r� U w j- EDGES ABOVE GRADE. I PRUNED TREES AS DETERMINED BY THE 6'O.C. v ~ M o -III-I III-III=11 � ( 6,4CONCRETE FOOTING NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE SAME SIZE AND SPECIES AT NO (n M m -I 11-I 11 11-I�=111= _ � LANDSCAPE ARCHITECT)SHALL BE REMOVEDM COMPACTED SUBGRADE (F COST TO THE OWNER. Z W O - - AND REPLACED. DO NOT REMOVE MAIN NOTE: -III-III -III;1 NOTES: HIGHEST ROOT SHALL BE LEADER!! CONTRACTORS ARE RESPONSIBLE FOR SHOP DRAWINGS TO BE REVIEWED BY LANDSCAPE ARCHITECT 5. PLANTING BACKFILL FOR TREES AND PLANTING BEDS SHALL BE 5 PARTS TOPSOIL AND 1 a, C0 0 - -�- -� 2"MAXIMUM BELOW SOIL BEFORE INSTALLATION. WROUGHY IRON GATE TO BE PAINTED W/ELECTO STATIC PAINT-COLOR AS PART COMPOST WITH STRAW. STAKE ALL TREES PER DETAILS. W q -III-III-III-III- 1. 12 GAUGE DURAEDGE STEEL LANDSCAPE !c .. m "I-III-III= LINE. UTILIZE SOIL/ROOT �l(� � DIRECTED BY OWNER. 6. ALL LAWN AREAS SHALL HAVE 6" OF TOPSOIL AND ALL PLANTING BEDS SHALL HAVE 12" OF Q o EDGING. OR APPROVED EQUAL. PROBE AROUND TRUNK ,,RUBBER CINCH TIE p 2. REQUIRED 10'LENGTHS. TOPSOIL (MINIMUM). TOPSOIL SHALL BE A LOOSE, FRIABLE, SANDY LOAM, CLEAN AND (APPROR TRUNK) AWAY r WROUGHT IRON FENCE FREE OF TOXIC MATERIALS, NOXIOUS WEEDS, WEED SEEDS, ROCKS, GRASS, OR OTHER J W 3. FOUR(4)STAKES PER LENGTH. FROM TRUNK TO 2"x 2"WOOD STAKE(LENGTH AS D URA EDGE STEEL LOCATE HIGHEST '� � REQUIRED) DO NOT PENETRATE ROOTBALL. 7 FOREIGN MATERIAL LARGER THAN 1" IN ANY DIMENSION, A PH FROM 5.5 TO 7.0. TOPSOIL Z o ROOTS. SEE NOTE 1. SET STAKES PARALLEL TO Scale: 1/4"= V-0" FROM SITE SHALL BE USED, IF MEETING THESE STANDARDS. PLACE 1/2" COMPOST OVER N 0 '' �!' PREVAILING WIND. N o 1 ALL LANDSCAPED AREAS AND ROTOTILL INTO TOP 4 . SPREAD, COMPACT, AND FINE cM = EDGING NOT TO SCALE VARY HEIGHTS OF BOULDERS a =_ '�� ? REMOVE TREE WRAP TRUNK PROTECTION, GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE, 1" BELOW SURFACE OF WALKS AND ' a AFTER INSTALLATION 18"-36" DIAMETER BOULDER,AS CURBS IN AREAS TO BE SODDED AND 3" IN PLANTING BED AREAS. SPECIFIED, LOCATE PER PLANS 7. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM" PLANTING TABLETS, 21 GRAM. 0 REMOVE BURLAP,TWINE, �j "� CONSTRUCT 2" EARTH BERM AT EDGE OF QUANTITY PER MANUFACTURER'S RECOMMENDATION. z a) ° AND WIRE BASKET FROM D ROOTBALL, FILL TREE RING W/MULCH,AS 30" 60"DIAMETER BOULDER,AS Z [ I 8. PLANT MATERIAL SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN PERMISSION OF 00 O�Op 0 U w TOPZ/3 OF ROOTBALL, SPECIFIED. SPECIFIED, 00 14 wJ Op a, r REMOVE ALL NAILS,TIES, w OWNER. SUBMIT NAMES OF THREE SUPPLIERS CONTACTED IF SUBSTITUTION IS o00 O E 3" DEPTH OF MULCH AT PLANTER AND PLASTIC FROM O o' w C) y 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY _ REQUESTED AND PLANT MATERIAL SPECIFIED IS NOT AVAILABLE. ooS 0 � doo BEDS ROOTBALL. IF N w LU O Q ,�'' ' FROM TRUNK. - -- ---__ 9. SHRUB PLANTING BEDS SHALL BE SHOVEL EDGED TO CREATE A DISTINCT SEPARATION o p; �o r o 8" SYNTHETIC BURLAP IS � O 0f OF LANDSCAPE TYPES. o� � � 04.� �o °y UTILIZED TO WRAP THE J FINISH GRADE o w , E+ ho 0 10. IMMEDIATELY CLEAN UP ANY TOPSOIL, OR OTHER DEBRIS ON SITE CREATED FROM o �. ROOTBALL, IT SHALL BE w \ \ \ \ \ \ \ \ \ 1/3 of o0 a O m ti�0 o Z COMPLETELY REMOVED. \//\//\// / /\/ //\//// / // / / COMMERCIAL SLOW RELEASE FERTILIZER LANDSCAPE OPERATION AND DISPOSE OF PROPERLY OFF SITE. pp s Op U N o Q v \\j\\j\\j / \\j\\;.:",:``f." `' == \\j\\ /\/\\j TABLETS 1/ Stone Height 1/3 11. ALL LANDSCAPE AREAS SHALL HAVE AN STATE OF THE ART AUTOMATIC UNDERGROUND �O �� 00 c BIODEGRADABLE a \//\\//\\// //\\//:' :.:° r >,. ..; =<`> \// //\\//\// _ = T pp 0 0�0 o BURLAP SHALL BE LEFT U) _ //j// - //j//\ = SIDES OF HOLE ROUGH &UNEVEN -III-III--_ - 1 _ _ - a a 0 w _ _ _ SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE AND IS PROPERLY ZONED s-. ON THE BOTTOM OF THE it = \\j \ - ��_ ` J = I -III FOR REQUIRED WATER USES AND HAS A WEATHER STATION CAPABLE OF TURNING OFF �,°' , 0 w -III-III- III=III-III= =III='' APPROVED TOPSOIL AND SOIL ROOTBALL. III \ \ Tr �'T - v =w a III-III-III-I AMENDMENTS AS SPECIFIED - = _ _ = - BACKFILL WITH APPROVED TOPSOIL AND I II it I I I I�-' = I III 1T�"'=I' FOR RAIN/FREEZE EVENTS. ALL SHRUB ZONES, SPRAY ZONES AND GEAR DRIVEN ZONES a N o o N a o Q FINISH GRADE, III- III= = III= ' SOIL AMENDMENTS AS SPECIFIED. - SHALL BE PLACED ON SEPARATE ZONES. DO NOT EXCEED A MAXIMUM OF 5 FPS IN ALL PER PLANS CUT EDGE =1 I, 1 I II II II II BACKFILL IN 6"LIFTS,WATER EACH LAYER, COMPACT SUBGRADE UNDER MAINLINE AND LATERAL LINES. T_ 10 WIDTH WIDTH WIDTH WIDTH WIDTH TAMP LIGHTLY AS REQUIRED, BACKFILL BOULDER AS REQUIRED 12. COORDINATE ALL DRAINAGE AREAS AND UTILITIES WITH TREE LOCATIONS AND ADJUST u O PLAnER BED CULE DGE OF BALL OF BALL OF BALL OF BALL OF BALL SOIL EVEN W/TOP OF ROOTBALL, � N w 2DO NOT OVER COMPACT!! PER FIELD CONDITIONS. 0 0 NOTE: FINISH GRADE PER PLANS 13. ALL EXISTING TREES SHOWN TO REMAIN SHALL BE RETAINED AND PROTECTED THROUGH J N w /TYPICT TREES IN TURF AS NOT TO SCALE 5'MIN. DIA.TREE ING OUT CONSTRUCTION. SET ROOTBALL ON NATIVE, UNDISTURBED 1. NOTIFY LANDSCAPE ARCHITECT WHEN PLACING BOULDERS FOR APPROVAL. 14. NO TREES SHALL BE PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHD STORM o 0 NOTES: SOIL 2. PLACE BOULDERS PRIOR TO INSTALLATION OF IRRIGATION. DRAIN PIPE, STRUCTURES, OR FACILITIES. 0 3. CLEAN BOULDERS OF SOIL AND LOOSE DEBRIS. o 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL 4.WHEN PLACING BOULDERS, BURY a TO 3 OF BOULDER BELOW FINISH GRADE. 15. STORM PONDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE z TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR AFTER 5. DO NOT SCAR OR DAMAGE BOULDERS. CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. SUBSTANTIAL COMPLETION WHICH EVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE WARRANTY PERIOD. 6.WHEN GROUPING BOULDERS, DISTRIBUTE SIZES EVENLY (I.E., IN A GROUP OF(6), 16. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK OF ANY o 0) 0 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE (2)WILL BE LARGE, (2)WILL BE MEDIUM,AND(2)WILL BE SMALL). SIDEWALK.. E Ir- ARCHITECT BEFORE PROCEEDING. Z 0 A' q' 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT MATERIAL. BOULDER INSTALLATION 17. TRIM ALL TREES WITHIN VISION TRIANGLES TO 8'ABOVE FINISH GRADE TO MEET ACHD o N 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING STANDARDS. ♦^ w METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. 8 NOT TO SCALE VJ Z 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. W 0 A-LENGTH,AS SPECIFIED 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. TREE CROWN IRRIGATION NOTES : OR PER PLANT SCHEDULE B=85%OF'A' CONIFEROUS TREE PLANTING �� 1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND SPRINKLER O Ym 5 SYSTEM WHICH INSURES COMPLETE COVERAGE AND PROPERLY ZONED FOR REQUIRED NOT TO SCALE ; WATER USES. EACH HYDROZONE IS TO BE IRRIGATED WITH SEPARATE INDIVIDUAL °( STATIONS. W 0 FINISH GRADE PER PLANS o s $ 2. PLANTER BEDS AND LAWN AREAS ARE TO HAVE SEPARATE HYDRO-ZONES. PLAN VIEW ° V 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN EDGING, PER PLANS AND DETAILS 00 OUTLINE OF TREE CROWN (EDGE AREAS AND 18" AT PLANTER BEDS. Q Q OF DRIPLINE)CORRESPONDING 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY SYSTEM. GROUNDCOVER PLANTING PER PLANTING PLAN ° o WITH ROOT SPREAD. FENCE SHALL BE 5. ELECTRONIC WATER DISTRIBUTION/TIMING CONTROLLERS ARE TO BE PROVIDED. WHEN PRESENT: BUD PLACED AT EDGE OF TREE CROWN VJ ca POINT(A MINOR CROOK MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: o Ana raa ��a aQ L �c�uQ ROOT FLARE/COLLAR(SWELLING AT SOIL o °o (MINIMUM DISTANCE). a. PRECISE INDIVIDUAL STATION TIMING Q �( �[ MULCH, PER PLANS, 3"DEPTH OVER ENTIRE BED. IN THE TRUNK JUST LINE WHERE STEM TISSUE TRANSITIONS 3� DO NOT COVER CROWNS OF PLANTS ABOVE THE SOIL LINE) INTO ROOT TISSUE)TO BE AT SOIL LINE. °° EXISTING GRADE b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES Z �� TO BE APPROXIMATELY 1 n `r� c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE Q Y2"ABOVE THE SOIL LINE NOTE: d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF /\/\//\ SPLIT ALL ROOT BOUND ROOTS WITH 3 EQUAL ROOT PROBE o D PREVAILING WIND DIRECTION w T z o MAINTAIN PROTECTION UNTIL e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED WATERING aim SPACED VERTICAL CUTS. p J CONSTRUCTION ACTIVITIES ARE X/ X //j�/ / \\� o w STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER TO RESPECTIVE 27) p U COMPLETED. N -I 1-III I-1 -�-III-1 TILL SOIL TO A DEPTH OF 12", BACKFILL WITH o z HYDRO-ZONES. a) =1 III-III-III-III-III-III-III-I -III- APPROVED TOPSOIL AND SOIL AMENDMENTS,AS SOIL LINE SECTION LU 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO -III-III-III-III=III=1 =1 1= '- _ - - - - - - - - - IF LOWER LIMBS INTERFERE WITH WORK, SPECIFIED. N ° ° REMOVE DEAD/DAMAGED BRANCHES AND TIE UP WITH HEAVY JUTE CORD. PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. Z II lII II =III o o PRUNE TO INTERNATIONAL SOCIETY OF -III-III =III=III- 7. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD DEWITT PRO 5 WEED BARRIER FABRIC OR o ARBORICULTURE STANDARDS; IMPROPERLY =1 I 1-1 I 1-1 I - -:,, .MIII-III-III = ADJUST DIAMETER OF PROTECTIVE FENCE O TO PREVENT ANTICIPATED DAMAGE BY SECTION APPROVED EQUAL o o PRUNED TREES(AS DETERMINED BY THE III=III=III=III=III=III-III=III=III=III= COVERAGE WITH TRIANGULAR SPACING. _ , Y ° LANDSCAPE ARCHITECT)SHALL BE REMOVED =III=III=III= _ = I=III=III=III=I. EQUIPMENT. 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO IMPERVIOUS (n O NOTES: SUBGRADE o () ° AND REPLACED. DO NOT REMOVE MAIN -III-III-III- -III-III-III- I I�-� =�-�=I SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT AREAS). � LU � (� HIGHEST ROOT SHALL BE c o LEADER!! _ 1. ALL GROUNDCOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR PATTERN. 2"MAXIMUM BELOW SOIL °° p - TREE TRUNK 9. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6)AUTOMATIC VALVE ZONES. _ V> (.0 co LINE. UTILIZE SOIL/ROOT oo APPROVE Q.C.V. LOCATIONS WITH LANDSCAPE ARCHITECT. Q O Z Q L0 2 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER RUBBER CINCH TIE CROWN OF TREE. 10. POINT OF CONNECTION TO BE APPROVED BY JURISDICTION PROVIDING WATER SOURCE. 2 � - � Q BEDS. PROBE AROUND TRUNK o, o ° M W „Z co (APPROX 1"-2"AWAY co Q a Q� QO 0 0 1>�yo OUTLINE OF TREE CROWN (EDGE FROM TRUNK)TO ° 2"x 2"WOOD STAKE(LENGTH AS w Ej 0 0 't Z LOCATE HIGHEST REQUIRED)-DO NOT PENETRATE ROOTBALL. OF DRIPLINE)CORRESPONDING �^ PERENNIAL & GROUNDCOVER U N D C OV E R ROOTS. ° SEE NOTE 1. SET STAKES PARALLEL TO WITH ROOT SPREAD FENCE SHALL BE vJ z LU M _ RIGHTOF WAY LANDSCAPE NOTES _> LU o O O i � PREVAILING WIND. PLACED AT EDGE OF TREE CROWN Q � �m Z � (� 3 PLAN VIEW (MINIMUM DISTANCE). Q Q M cr NOT TO SCALE °� o ° 1. COORDINATE ALL DRAINAGE AREAS AND UTILITIES WITH TREE LOCATIONS AND ADJUST V W 0 LL - ` LU PLANTING ° REMOVE TREE WRAP TRUNK PROTECTION, z LU Q W TREE PROTECTION DETAIL PER FIELD CONDITIONS. Q 3: _ J Z w Z AFTER INSTALLATION LU E 2. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL STORM DRAIN � a � °° 00 o CONSTRUCT 2"EARTH BERM AT EDGE OF NOT TO SCALE PIPE, STRUCTURES, OR FACILITIES. J W cc LU w z o ROOTBALL, FILL TREE RING W/MULCH,AS 3. ANY PERENNIAL TREES OR PLANTS THAT WILL EXTEND ROOTS DEEPER THAN 18" SHALL Q L a a z U SPECIFIED. w } m w m BE PROHIBITED OVER UNDERGROUND SEEPAGE BEDS, INFILTRATION FACILITIES OR Z U O 0 3"THICK MULCH LAYER, KEEP MULCH 3"AWAY TREE PROTECTION NOTES : PIPING SYSTEMS. Q v, o FROM TRUNK. 4. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE PROTECTED FROM H o REMOVE BURLAP,TWINE, ANY AND ALL CONTAMINATION DURING THE CONSTRUCTION AND INSTALLATION OF THE W J O o4 a AND WIRE BASKET FROM o FINISH GRADE LANDSCAPE IRRIGATION SYSTEM. N °Q KEEP GROUND LINE SAME AS NURSERY LINE TOP 2/3 OF ROOTBALL, w 1. PROTECT THE CRITICAL ROOT ZONE (THE AREA DIRECTLY BELOW THE DRIPLINE OF THE a REMOVE ALL NAILS,TIES,cn \ \ /\// \ //\\ // / /// COMMERCIAL SLOW RELEASE FERTILIZER TREE) OF THE TREES TO REMAIN ON SITE BY: 5. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK OF o REMOVE ANY PLASTIC, BURLAP, NAILS, OR OTHER AND PLASTIC FROM Q w //j//j//j j// /j .::` ;` :>' '. '' _:_; //\// ////j//j TABLETS a. CONSTRUCTING A TEMPORARY CHAINLINK FENCE AROUND THE CRITICAL ROOT ANY SIDEWALK. Q p MATERIALS FROM THE ROOTBALL WHICH MAY LIMIT ROOTBALL. IF \\ \\ \\\�\% / \ /\\/\�\ \\�\ ZONE OF THE TREE TO BE PROTECTED PRIOR TO DEMOLITION, CONSTRUCTION, 6. TRIM ALL TREES WITHIN VISION TRIANGLES TO 8' ABOVE FINISH GRADE TO MEET LOCAL o p ROOT GROWTH SYNTHETIC BURLAP IS -III - / _ SIDES OF HOLE ROUGH &UNEVEN JURISDICTIONAL STANDARDS. OR ANY SITE WORK. UTILIZED TO WRAP THE CONSTRUCT 2"EARTH BERM TO FORM A WATER ROOTBALL, IT SHALL BE II I _-_ - BACKFILL WITH APPROVED TOPSOIL AND b. NOT ALLOWING COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION OR boo q RETENTION BASIN, FILL BERM WITH MULCH,AS COMPLETELY REMOVED. - - III-III SOIL AMENDMENTS AS SPECIFIED. DURING DEMOLITION. -1�I-III=11 -III, . BACKFILL IN 6" LIFTS,WATER EACH LAYER, U o o SPECIFIED ONLY BIODEGRADABLE 1 1 1-1 1 I- I I- C. NOT ALLOWING CONCRETE TRUCKS TO RINSE WITHIN THE PROTECTION AREA, OR DISCLAIMER c ° ° BURLAP SHALL BE LEFT WIDTH WIDTH WIDTH WIDTH WIDTH TAMP LIGHTLY AS REQUIRED, BACKFILL MULCH, PER PLANS, 3"DEPTH OVER ENTIRE BED. DO ON THE BOTTOM OF THE OF BALL OF BALL OF BALL OF BALL OF BALL SOIL EVEN W/TOP OF ROOTBALL, ANYWHERE NEAR EXISTING TREE ROOTS OR IN PLANNED PLANTING BEDS AREAS. � DO NOT OVER COMPACT!! SEE EROSION AND SEDIMENT CONTROL PLAN FOR APPROVED CONCRETE Z z NOT COVER CROWNS OF PLANTS ROOTBALL. 5' MIN. DIA. THIS DRAWING HAS BEEN PREPARED BASED UPON INFORMATION PROVIDED, IN PART BY O Z WASHOUT AREAS. � = = = =�= TREE RING OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SOUTH BECK AND BAIRD, H 3 PROVIDE DEWITT PRO 5 WEED BARRIER FABRIC OR d. NOT STOCKPILING MATERIALS, DEBRIS, OR DIRT WITHIN THE TREE PROTECTION a _ �, =1 =1 I= APPROVED EQUAL SET ROOTBALL ON NATIVE, UNDISTURBED PC. CANNOT ASSURE ITS ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY a) =11 -I I SOIL AREA. OF THIS DRAWING OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN w =1I II II NOTES: e. WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO MID-OCTOBER INCORPORATE INTO IT AS A RESULT. SOUTH BECK AND BAIRD, PC. ASSUMES NO LIABILITY U) _ PROVIDE COMMERCIAL FERTILIZER TABLETS AND 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION; HOWEVER,THE CONTRACTOR IS RESPONSIBLE TO INSURE AT THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-1/2" OF WATER OVER THE UJ W - =I BIOSTIMULANT,AS SPECIFIED, FOR EACH SHRUB FOR ANY MISINFORMATION. L = - THAT ALL TREES ARE PLANTED STRAIGHT AND THAT THEY REMAIN STRAIGHT FOR LENGTH OF WARRANTY PERIOD OR 1 YEAR ENTIRE AREA PER WEEK. ti AFTER SUBSTANTIAL COMPLETION WHICHEVER IS GREATER. ALL STAKING SHALL BE REMOVED AT THE END OF THE =III„ III III- f. NOT TRENCHING, EXCAVATING, FILLING, OR OTHERWISE DISTURBING THE SOIL a WARRANTY PERIOD. WITHIN THE CRITICAL ROOT ZONE. BACKFILL WITH APPROVED TOPSOIL AND SOIL WIDTH OF 2. IN THE EVENT OF A QUESTION OR LACK OF CLARITY ON THE DRAWINGS,THE CONTRACTOR IS TO NOTIFY THE LANDSCAPE 6" ROOTBALL 6" AMENDMENTS,AS SPECIFIED. BACKFILL IN 6"LIFTS, ARCHITECT BEFORE PROCEEDING. g. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED TO AVOID DAMAGING a WATER EACH LAYER, DO NOT TAMP OR OVER 3. LANDSCAPE CONTRACTOR IS TO NOTIFY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION OF PLANT TREE ROOTS. U) COMPACT. LU MATERIAL. 2. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED BY: a NOTE: CONSTRUCT 6"MOUND OF TOPSOIL 4. WRAP RUBBER CINCH TIES AROUND THE TREE TRUNKS AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT TYING a. OPERATING EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE U METHOD. SECURE THE TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT SLIPPAGE. TRUNKS OR BRANCHES. O 1. WATER SHRUB TWICE WITHIN FIRST 24 HOURS. 5. WATER TREE TWICE WITHIN THE FIRST 24 HOURS. 811 . 0) 2. APPLY SPECIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDCOVER BEDS. 6. IN THE EVENT HARDPAN SOILS PREVENT TREE PLANTING AS DETAILED, NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY. b. HAVING TREES PRUNED BY A LICENSED ARBORIST. 2002 S.Vista Ave Q 7. FOR TREES LOCATED WITHIN ROADSIDE PLANTERS LESS THAN 8'-0" IN WIDTH, PROVIDE TREE ROOT BARRIER(DEEPROOT SOUTH Boise, ID 83705 SHRUB PLANTING #24-2 OR APPROVED EQUAL). LOCATE ROOT BARRIER AT BACK OF CURB AND EDGE OF SIDEWALK. EXTEND ROOT BARRIER TO 3. ALL TREES THAT ARE DAMAGED, DESTROYED OR REMOVED DURING CONSTRUCTION 208.342.2999 Office > 80%OF MATURE TREE CANOPY.ALL TREE INSTALLATIONS SHALL CONFORM TO ALL AGENCY APPROVAL REQUIREMENTS, _� B EC�� CB1'ars my- SHALL BE MITIGATED USING THE MITIGATION STANDARDS AS SET FORTH IN THE -� Ca11lere,er«�dy W CONTRACTOR SHALL VERIFY PRIOR TO ANY INSTALLATIONS. Info@SbbgO.COm _j NOT TO SCALE www.sbbgo.com IN ADVANCE BEFORES Ljj CURRENT CITY CODE. 1111 BAIRDCALL 2 BUSINESS (n YOU DIG,GRADE,OR DECIDUOUS TREE PLANTING South Landscape Architecture P.C. EX MARKING OF THE O W UNDERGROUND p NOT TO SCALE Dba South Beck& Baird Landscape Architecture P.C. MEMBER UTILITIES p y THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: o TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT AS NOTED L2.0 a OF LEAVITT & ASSOCIATES ENGINEERS, INC. 0 co ' � o WV r ' LL � o r Z ` 2 m 0 co 0 , i 1 aQw � � Q W a- LLz _. �- --- - - - - cf) W roc ° W O � Z �` Q BL CK 1 - woa �� \ I w z > W `\ za " y (� \ o W UN w.. LU N Ell \� �71 Sf 82551 SF � a RN \\\ b.18 1.90 ` \ O O O O � y 30 \ \\ \ �, \��•, �: a \\ NOTE• :); 00-i- LW \ LOTS 2, 3, AND 5 BLOCK 2 TO TAKE ACCESS � p (� �FROM THE PRIVATE SHARED DRIVEWAY. LOTS 1 y (')FUTURE PRIVATE DRIVEWAY °a\\ \\\I I - - - - -I ,\ " i? \ AND 6 BLOCK 2 SHALL TAKE ACCESS FROMW (0 , w N. SEPINO AVE. O 0 A --- - ` ��Y � O BLOC 11 -i F - - - - -- - = _ - v < r \\ r I I I I I I I I I BLOCK 2 ! I ' 1s �� \ ad I ) © O I I 4 I I 3 I I i I I I I I I O 01 ) I o� ooy ao 271 SF 5615 SF ! I I I I I zS \ � N o m c w 5956 SF 5861 SF I `` ` 0 I \\ �- - -� - -043_ L - 14 - J I- - J L 5767 SF J L 5674 SF 14 1 \ I $1 - -0 13 0.03 \ 8780 SF 1 13037 SF 0.20 1 0.30 1 I 1 r 1 ' .. N , L \ r._......, ,. .x.: i..:,.. n V N \i ... .......,.. .,,gin. .,,.. ....., .,,,...�\.,,. ., \ ...,.. x..,,.,., ... ,. <' ...:.. ... , \. ..<-.:� ...... `.<:. .. ..\. ,.,... ,....,., ,\... ..,\,.,.... ♦ ..� .,.,.\.�,,.�.. ::.:.,..� w ,\. I Q 1 0 011, t / \ ~\ r PRIVATE SHARED DRNEW \ I 22277 51 SF ( c- _ Z r- -I I- - - -� I- - - - 7 F- - - - 7 F- - - - -I I- - � ) � `�� 1 O _ o 1 I I I I I O 13 ( I 14 I ! 15 16 17 ?\ © ! 1/ 6009 SF / 6733 SF 1 I 0.14 1 I 5299 SF ( I 5297 SF I I 5298 SF I I 5297 SF I I 5297 SF I 1 5319 SF I \� I 8877 SF I ) 13566 SF I ' fn L - _ _ -0.15 012 012 012 012 012 012 0.20 I 0.31 I \ L -- .� ` a \V - - - - - - - -� _ --- - -- - - - - - - - - - - __ v -- - - - - -- - - -- - - ____ ��...._..._.__ ...,_ (_ -1 (- -1 (- (- -1 18 7 r -� �- - - �- - - - - -� z BMf K 1 \, 1 1 BLOCl� I I 5s ;F;� � z� I I I I I �m 10.08 \r 1 1 I I f 1 1 1 ) I 5707 SF 5495 SF 5496 SF 5497 SF 5498 SF a 7533 SF 7481 SF 7483 SF 7484 SF 7574 SF 0.13 0.1 a 0.13 0.13 0.13 \` 0.17 0.17 0.17 0.17 0.17 > .J II 711 II II I I II II II II \ - - - - - - - - J L - - - - � L - - - - J L - - - - � ,- \ \ v \\: ; .� a BLOCK 4 r- - - - �m 19 7001 fi F I I 5200 2SF 1 15220 SF I " 7075 SF L _ I 0.16 I I o - - - - - - - � \:\\ L - - - - - � L -o.12 - - - - _ - ,i -- - - - - - - J Z O 7154 SF I 5306 SF 0.16 ` I 0.12 I 15306 SF I I 7171 SF I O - - - - - - J \ 0.12 , z \ 0.16 �.L _ _ \ - - - - - - - - - - � L _ _ � �-? - - - - - - - - -� I - - - - - - - - - _ ci 7144 SF I �� a I 17 I 3 (30 CO I I I i 53006 F i ! 5306 SF 1 I 7181 SF I I Q a Q QO M Q L _ 0.16 - - - - - � z 0.12 �� I 0.16 1 ° O � etZ - - - - - - - - r - - - - - � „ - - - - - - WWm - gip pggls L � �- r - - - _ _ a o < Zd' �n ® I - - - - - 6 - � /W� o W U. 7134 SF 5306 SF O I \ ) 7191 SF I U - z W u- Q W 0.16 I I 0.12 I 1 I 15306 SF W I 0.17 I I - r2 -- - - - - - - - � _ � Q ° JZ � Z � i _ L o.12 \ \ pi 1461.06 - - - i� \ - - - --- - - - -� I J aooWO - Is ) 15 Im 7124 SF I \ ` I 5306 SF I I O I ` Z� I U O I Q Z L - - -0-12 J ( 5306 SF 1 0.16 :' 0 12 ffil1 O0 7202 SF ) O - - - - - - - - � \ L _- - - - -1 \ Lm - - - - -a=17 LLI �- - tA v 7114 SF I 1 5306 SF 5306 SF I r I 7212 SF 0 16 0.12 I I I v ,. I . C I - - - - - - - - - - - - - � 0.12 017 Ism clam 1:1 O II Q c 7103 SF ) I 5306 SF I \\ I 7222 SF > I I L - 0.16- 0.12 ! ! 5306 SF 1 1 a ; - - - - - J - - - - - - -diC � L o.12- - - J - - - - - - 0.17 J I z U) z 1 5306 SF 1 a 7093 SF v r 0.16 I \\ ( 0.12 I 1 530 6 2SF ) I 7232 SF I o U - a I - - - - - - - - - -� L _ 0.17 U cn W - - - - I - - - - - � `� I I - - - - - - - - - - - -� I - - - - - � - - - - - - - - J I w o fr fl F � I 6997 SF I I I 0.16 I I 5220 SF 1 5220 SF 7157 SF 0.12 1 _. rn I \ 0.12 ` 0.16 IKK .�_ I - - _ _ W. --- N y<, „. _... v ............................ v � .. _ _ i _ - - W APHN ST. -� _... , �._,.._, _m ,.____._ __ .. ................ „___,,__._,.______.....__.._, :._, .. . . r �_ , a � z U f� r EL N W two N Q d U) O z ° O O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1 =60' 1 m OF LEAVITT & ASSOCIATES ENGINEERS, INC. Cl) O WV `� 01 � Q — 0 02 — CO V Q �o 0 I v CO Z N I \\ 0 •.j IL Q W tn Q � Z W W _..,,.. Z) : z o z LZ \ . \\\ \ \\ \\\\\��\\\ \\ «, 17 Awv ,.. �.vv., � . vvv AAv�v�`v ��`wvv`Y i V` C Q \ \\�\ \� \� \\z. \• UI 1-► O W \ \ \\\\ \,\. \\\\\\ \ rr^^ woa Ass \ fA N W cro Ix O O O O O 30 ff, \ - IRR — � R m \ \ \,\ ;�•�\\,:.` \ � A, ate\ .�\. ,\.. �\\\, � o c Y t„ V 7 R , ' t z 0 \ V i�Ut. \ _ rn O ,. 1 \ w a,,,,.,. ... , ., _. ,.....\ .,.. .. ... .. 5._ . . 6 5 SF . ..... .,.,\ � ,. ... 595t;; SF \\ . ...,...,. 5767 sF 5674 SF \\...�... \���� 13037 ,.1 14 r- a. ;.. 0.30 N imp, v to O N, W PHILOMENA CT. , O -aa DEVELOPMENT DATA ..a . a 2227 ANNEXATION. REQUIRED I-- � ' 0 01 PROPOSED ZONING: R-8 O o 19 CURRENT ZONING: RUT c . .�... , ,. TOTAL LOTS.......................................71 O 12 \\ 10 13 14 \\�.�. 6 � o 15 16 \�\ 5 O 17 O ,.. O O ; �,. BUILDABLE LOTS................................64 6733 Sf, 5299 SF 5297 SF \\. , F ,. 6298 S �\\�\ . 529? SF „. 8877 SF TOTAL AREA.......................................16.61 AC c� 5297 SF 5319 SF ; \�\•\�, : 13566 SF � \� d.16 ' 0.12 0.12 0.1 o \ 2_ ,. ' d.12 '�.. 0.20 d.12;' \ 31 RIGHT OF WAY AREA.........................3.10 AC a r ,.. , , . \ , ,..,.... .,,.a ,.:...,......\,,,., ...<...., ,\,.. , .::..,,.,,, \ � REQUIRED UALI ED OPEN N SPACE. . .72387 SFT. 1000% Uj A ........ 016% 2,086 SQFT 1 1 „•,•, = ` `: " .:_ •\:,,,••••,,,,,, QU LIFIED OPEN SPACE SHOWN 13 d _ -77, \ \ IUD ) I ,,.�.,,,,,_,..,,�„>�:,._. .�...- � \ . � -.•- LOT 8 BLOCK 1...........82 551-5 564 PRIVATE 1 \\\\\ ' \\ 87 SQFT BLACK ,,,,.: ......,.. t � � DRIVEWAY) 6 9 LOT 1 BLOCK 2...........8,780 SQFT. Y LOT 10 BLOCK 4 46,319 SQFT 0. 7533 SF! 7481 SF 7483 SF 7484 SFi ' 7574 SF t 5707 SF 5495 SF 549E SF 6497 SF 5498 SF 11 Z d.13 0•. 0.13_,,1 0.13 0.17 0.17 I W a. „ cm 3 1 AVILLA DR. — _ O o J 7079 sF I205220 SF ' ;���\����\"a�� ,..;,\ h��� ��\� d.16 \\�, I 7W SF . yy 5220 SF o 1 Z 18 1 d.1 s d12 Y , 53{fs SF 771 SF O LU \\\ U \ U > CO M ��44 sF 530Z s ��� 17;Q z w -z NgQ 1 Q.16 ff12 \ , 53t}6 SF, 71$1 5F LL1 < 0 O_j bon Q� CO � W \ \ \ ww — O _ m 713 SF \vv. sSF `��`vA 16 Wo WOU Q LU 1 dr1 s 10 5 c sr* 7191 SF C.) 0: z w p w w d.,T Q W 0 J Z Z 2 ry yvv cowO � J a _ LO O \\ cfl >- 15\\\ z OL " 7124 sF 53d6 sF \\\\ Q .... —' 0'.113 �� 6305 F \ va .t F 0 1 COMMON 0.1 �� 72�2' v� STORM DRAINAGE v\�� W d.17 —71 \ \ 77 53 7114 SFOUT 06 SF \" 212 SF 0.16 \ \\E N INNER," \\\ \ v Ov vy v\V ��v vv Avv VA\v ' 1 3 c 71 d3 SF 6306' SF v<.. 7 Q ` .,,s v v v (n 21 7 F O z to L O a Z cc _ � z a � 7d93 sF � � ......,.. , _ ,. . ca 0.16 jaiz d,12 � \ U — F ,,.,. O W ` � � SF UJa \\\\ \\\ \ \\ \\\\\ \ W O 9 v v vvvv vvvv, vv v,vv vvvv y \ 5220 "52201 SFF,L � c 11RR d.16 i N Cn _ — O _ : ..a �_........., — — — ...,.,. .. — — — —.............. APH N ST W p E cn I z m m U caCL W N aa) CD Q O Z O_ O THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES O z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT "-gO� 1 D OF LEAVITT & ASSOCIATES ENGINEERS, INC. VJ ' 0 WV ' ' � Z 0m Q 0 � 0 v Q 00 UU) 0 �� LU a < w LU 2 z vJ z0z QW U Z) 0 � w � O � w W O 1 ` LU z Q U) 00 02 W (n N w J W z cy _ ~ rn °w y Eoa U # y4 a T w — I5 - ■ - — •— O N ccC P 'O O _ _ — - 0 n OOLn - y �Tl 1L11 iy 1 cq L jke CD !• i#1 1 } FyLy � vp FT E CD r - - - "+4. 1 _ - _tea' ., �I I Z c/) , O j 00 0 W >VJ U ♦^ L WU 0 1 LU p 0 co 3 m oL J p �a �m c rn O Z 7 ' •& CD0 > .Wci r ..5 ,t - tie• tiT # 0 Z Q r LU j — ' ?, '-,i _ ;ti w:y �� '�r• 4t F -- — - *4. , �,* h W Q 0 0 q;t Z L �.5 aye LLJ Lj LU c 0 Z Q W J O ZFx Z - _ - - - -_ -:- -- - - Q CD z low 0Uj co h . (C ~ Z V! N U a o 0 a acLa- .. ++'f','`'fi'�t`ram ''# `:.r.'- a ti_ _ - - v! - _ 'tea_, -~`*- 1',f r�h,r•���J`ri �,, . t.!ra..�� - .� `i ., � = _ _ — ` ".. - - O U ` LL a ice- - -- •�a Ww w p '3 o rn rn 0 c 0 .N 2 a Z m U c r a N LU ca N Q a ti O cn O z 0 I I L H 0 Ln THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z o ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: 00 TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1,1_6O, OF LEAVITT & ASSOCIATES ENGINEERS, INC. WV In ' LL � o rZ � coM Q - 3 0 (D 0 I r^ U a o� UVI � N � J ? a X W :.-... .._�.-� EXISTING POWER POLE W Q � � z TO BE RELOCATED. `� " , „""�� �_-� �,'r" O Z COORDINATE W/ I 17 IDAHO POWER. Q I► W F 0� ? � M > jBUCK 1 � �, �, EXISTING POWER PALE I Z I- M U>3 TO BE RELOCATED WOd COORDINATE W/ I \. Z IDAHO POWER. O d J \ F \\ .�. iA \ \\\ \ _ \\ \ O I ��� n:. \ , \ w w--_� 9 �v g ;;, yO W �' \ I J w tip,': �71 SE 82551 SF y LL �� ; VLT_ b 18 1.90 y Q O O O O z , � N EXISTING POWER POLE `\ - \\ 30 , \ M = 5 4 3 2 �1 _. .._.-. AND UTILITY VAU L#� �, �'vv,� � TO BE RELOCATED �I 6 COORDINATE W/ L ` `I IDAHO POWER. al I ` "` IRR I __ \y° � I ` W 29 28 27 26 F,R 0 �: I `:...... I ��'���,,, CONNECT TO EXISTING �`� �� O` 0 �'f'b d0 a .I I_v EWER MANHOLE ISTIN I �,.::.t-" �°'''�� CONNECT TO EX G �v r y��, C �' r" ° u .�,. S m .�... � �:; .X� WATER MAIN = 1� CO y: u :; Z 7 c v _....r..:.. :.."I �++ :o. a _- v t� o N _.L_ _ _ L._ BLOCK 4 �« � � _ s v �- c� ^e�w - EW E B �`�'� S EP LIN �� C BLO K - C �. , - ; .. v y y y \ \ i_.. i . 1 2 7 NQ' a . , v 6 vv 18 4 -... _` �:. . O O ,� y _ 5 i o O :.�. - d �..... . _�. v ; ; � ��� 6271 S - F 5 �.�_..�.��y 615 SF �� �.........���.........avw��h... ���� �.., z .. ,, v o o� �; vw�...����.-.. ..�.... ..v���y �,u 5861 S F „,.• v� 5767 SF 2 _ „ p o 0 9:.1.q.- 114 ;; I 4 ;:� - 0>13 -. _- 5674 SF vR. , s„�, o)- ,3 rn= o m I i 3 �3.13 (3:1..3. fi} 13 ...__ .8780 SF ,�, m g) r O ` SEW INE C 1 037 F 4 i \\ , 0.20 3 0.30 S 0 28 .Ek1 0 03 O y O O n w + ao \\ : . ER L H VICE SER STUBS° FOR Q _.. .......::: r FUTURE CONNECTION ` Vy ............. U S W W W N I �OMENA CT. W _.__- -.. .- v,� - - - Y I ��v :: _.b ...----_- -___ S U I _............. i ° ............._.-..- ...... - _• 5 N 2 t . 4. Q 3 d ti ' O - m \ 2 277 SF o , . Z , . . ��, _ N __... \ 2 ` ? I 0 51 \• Z O J 1 19 0 10 11 ; ; 12 13 14 15 6 0 ............• ......_� ..�✓ 6009 SF O O O w O O Cj O 16 17 ; ; ; 6733 SF _ < ° 5299 SF 5297 SF 5298 SF Z , 5297 SF 5297 SF 5319 SF �j 8 F 13566 SF 0 1�I o 77 S ...... _...-1 e � ........ ....._0,1.5...... ,,, 0.12 0.12 i 0.12 0.12 80.20 O :: 012 . i i i ' :. 3 v r......-.. �.: _.-.. 0 12 031 Z z .;,.::..a ., :.:.:. r� :.,,,:a .,., .. .... .r ,.... __ P� ter. _ .. v�_ .A - .. �r�-..-. ., ... ivy..._..--: ,..-- -.....a�..;:a.v �v.:A� �a ��.'v�o., ..•y.. vav„�vv�v��,ac ..,.aa ;.�,. AVA�vAa vA..A.ter. AA�,AA�O.- ovvvvvo�A.... 0 ��o: n": .. ; ...v. - - - A,.. .. � \�» �<: v �,. E \\ BLdK 1 \ `,,y \� 18 - � 5 I LOB,y�� -n v , . , s F; z B CK , �,: .:..,' WER LINE D� 0.08 4.0' SEINER LINE E - �- TY 0 40 120 Y� 23 22 21 20 19 2.0 � _ ® 0 10 11 L I ; 5707 SF , ; ; 5495 SF 5496 SF , 1 SF . 5498 SF TYP 7533 5F 7481 SF 7483 SF 7484 SF 7574 SF 20 60 a ' 180 o 0.13 0.13 0.13 0.13". 017 013 0.17 0.17 01 SCALE 1 = 60 --.- -.- .._-._ _. f� 12.5 _ �� __..... .._.._- .-�... _....-_ - _. _.--w _..-,---_--. e __ 0 17 COORDINATE WATER CONNECTION TYP \Z p TO THE EAST WITH BRODY \ \\ S UARE SUBDIVISION -..-... \\ _ _ Q -..••• Y W W W.- .-. _._...y W �.e�e x,.���y�....�_..W� �::�.�,-._�...: . - _�� _..- - BLOW-OFF ASSEMBL _ U ...... .. _ 3+0 4 00 .. .. 5+00 5+ m _ _ 2 _. 4,+} 1 4 :.� 0 .. , + . • _:... \\ . ; � r` ;; \: z �-.0� ..., �...... ........ .. __... - .�- 7214 sF .✓ BLOCK �4 .� a 0.17 -I 5320 SF 1 9 -I 7210 SF a�, ` 0.12 5320 SF 0.17 cm _ ,` a) ........................:. -_ PROPOSE43RRdGATd�N ': �:. -.. _.- _..... _-.. ... <. .. ........ .... W 0 12 ....... . .Y SCAT[ ,� UMp .. i \`/// r o �_ 7019 SF o 18 0 I 0.16 5206 SF 5206 SF 703SF In 012 IRRIGATION STORM 0.12 I 0.16 Q WAT AGE 3 0 ... ER S R POND TYP. �d� V I ° 7144 SF I 1 ui 5306 SF (�� CO M 0 5306 SF 7181 SF - 2 _ cC � Q 0.16 0.12 0.12 0.16 I 0 O ZQ � � = �- _ _..- 4 w M Q a Q tC \s £� J � d� Z - v - - 4 o > �m 7134 SF �+-` Q6 SF Z . o we Z �. _ 16 z 0.16 w 5306 .,.5 J d 7191 SF ` W Q fA ....... Z 0.17 0 W�Q W 0 12 > � � w _ \\ R-- _ x W I _--_-�_..-..w m......-_...._-_.. __._. . .. 0 0 3 0 �: . .. .. J ° d� WZO � w: 15\ N _ Y 0 � m 7124 SF 33 530 SF..,:.�' p Q 0=. W 06 S J 72�2" F....- 0.16 0 12 IRRIGATION WATER 530.12 F \\ \ } _.... N STORAGE POND \ m 0.17 Z ...... ...... _ �......... ... .. _--..-....... X Q . .-..••• ...... ........ .. to O ;, 0 6 6 Ion w O O o 6 7114 SF 5306 SF I 1 4 �\, .... O F 0.16 0.12 y y 7 12�..-..SF 5306 S \: \ 0.1 012 o� � W--_-_:.._ -�� _.... _. -- __ _- .._- _..... v __ , a ..... ._..... . - O . 7103 SF 5306 SF 13 ..__ a 0.16 \\ \5306 Sp222 SF 0.12 0 ?-2 0.17 J to - Y , _ I - IRRIGATION WATER ...... __ .-...' Q E 03: ............... > - x.-_....................._.......--....-......--. _ ND _.. o O L .... i -_--...-. NN a .. i s,.,, Lf� : 6960 SF i = _ ;; O STORAGE PO 5206 SF _ 2 F SF _5._:�_6�_S. a Z 0.16 0.12 � Q 0 _ 012 _..-.. .- '. L y v . _... __.-t o , a g �_... w .. . 11 N C COORDINATE WATER CON E N rn TIO 7131 SF ,, "..< v 5320 SF; (�� c I- -.., 5320--_'F 293 SF 7 W W TO THE EAST WITH BRODY 0 16 0.12 SQUARE SUBDIVISION 0.12 „ 0.17 _. _ ._'< _..._._......._.-: _. _ _ - - - - INSTALL TEMPORARY - - - - rn �, ..... � � ��v., � '..... """ a BLOW OFF ASSEMBLY w �.-. a,_ �::<. ��., ,.. �,. av< �... ��. v i. v �: , .-... .,....-... ....... ............ o �.- _... ..... r-........ .- ,.:::. .-. \\\\ W. W I'. yr , 1� w. 1 o W DAPHN ST �&Tw"__ R� _ ... ,:., m._.- \ ABr'�NDONED _AN-0 CAPPER I... 2 p�R--...lax.R. E`QtftREkh-4f z } co V r a N W d N Q a ti o 0 C z 0 0 THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES C Z ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: w TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1„�60, OF LEAVITT & ASSOCIATES ENGINEERS, INC. (n o WV 1 , � o �— Z 2 m Q — o � 2 0 U /A � ' 0 NN xl O ��p��, -� `>.. a Q W Q 2LLZ WW = Z QW ° W Z � � ,_.... __ ................................................ _................................._ .............,.._..._..._._......._..............__..,..........._..._........................... , __ __ ___ _ . _. _ ;_ > F- �.. o ro w _.................._.......... _._......._._._.............. ....... ................... _..... ._........................._....._. ....... ... F- w F- cc",)2556 � ; , 2556 I 2556 Z 2556 � woo. .... Z 0 ��wLU Z L L.� M z 0 > W c� v r� 2552 a 0 rn d 2552 2552 c�LL c� c� o M c� o d ca L�o 2552 rc . .o Q.......................................__. N N.. + ON M �j C'3 � C3jNN NN C�Od r Ln � �N Lo .............................................. _ ......... . ... ... . ..............__ ........................................._...._..................... _ NN NN C14 cob — 00 � p � Nd Q N o 2548 ao 0? o 2548 2548 + Ln + Ln 2548 N d Q + _ d M coN � N rNC� a .. EX.LTLNG..._G.RQ.U.N. ......................._........ ................_......._.. ......._................ ...._.. .............. ........ ......................_............................_...... G? _..._............................................................_..:._..........._......................_.....;............._..............___.....__., 1=XISTIN R01JND 254425 4 2544 2544 4 R _ m O - % -200 - ��G O °tis do -2.00% ED FINISH GRADE 2540 2540 2540 PRO 2540 Q W°� U.w w 1.50% ....... 2.00% z o m POS �D ........ .................................................................................. ......................................................................... .. . . _....._...__..............__......._..........._._.. ................_.__...... ......_... c Q P}�OPC)SED FINISHED GRADE 1 .50% __..._........._.... Q p y�, 2.00% m_ 2536 0= 2536 2536 2536 0= �a P d N cn..._.........--._._........... ................._....................._......._.<..........._...._............_..._..........................._....__..........._....._.............................._........_......_...................._................................................ _...._.._......__._........_._. _ ::)zry Ll LL C� C� D)R C m i ! i i _ i `: i� _..:................._..............._.............;.............................___._...._.....; __._..........__........._...... _..._.._......................... _.................................... _..................._.........._.-fig,. . ............................._., � ca.� � .� i �... ON OON a0 2532 "IN 2532 2532 0l� 2532 zo z o __......._.............:....._. ........................ .._ x o- N COLOSSEUM AVE. X� N LICHFIELD AVE. w:o_ N� w:0- C4 ° N 00 d- 00 N 00 t 00 r 00 r7 r7 d- 0 Ln rn Ln 00 Ln r 0 T 0� rn r7 Ln rn O Ln O (D LC) r r Ln rn O re) r Ln — d- > O N N N N N rM N O d r7 ri r7 17 N N N N t It It d- It d- d d- .I- d' d- It It d- ° Ln U') if) Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln L.0 Ln Ln if) 0 Ln Ln Ln Ln N N N N N (N N N N N N N N N N N N N N N N N N Q O 2+00 3+00 4+00 5+00 6+00 7+00 2+00 3+00 4+00 5+00 6+00 7+00 Q L OE 0) ............................... Z ..................................................................................................................................__............,.....,........,.,...............................,......,..............................................................,,,..........................,..,......,........................._.........................................................„.........,.............................................................................................................................................,.....,......................................,.......,....................................,..................,........,.....,.,........,................... M 0 .................................................i.........„............................. .................................. ............................... ....._............_...._......., ........ ........ ....... ......................................... .................... ..... ......................................... ...................... ...................... ............................... ....,,...............,.................. ......................................... ....................................... i .a .... >- Uj i ? : i i i i i 2556 Lij 2556 _... ................... w � J Q — z I.L �T w ..�.,.. CD Z U U� Wi W C�� 2552 cn ¢ - 2552.... o.. ............. �- o � of �- ��cb v� rn oN ON 2548 r............._....__................_.._..........................._.._......... Oa+�r —z J� ln Lo c�? N .._.......0i ..................._...._._. .........._........_.-__._.._.._..._ ....._... .......... ........... z ..+ Ln + 00 oN N i Ln 7 + Ln00 04 2548Z ................................._..........__._.__.._.... ............. a... JO+L(D ONTA C�d N HOR Z L 2544z EXISTING AROUND 2544 20 60 180 ° �. J _-Q f _ _ 0VERTICAL 2540 w - 53% . 714% 2540 0 4 12 a. 0 T Q cg PROPOSED FINISHED GRADE w ORIZONTAL• 1 2536 2536 VERTICAL: 1 = 6 �z olLL. o- O o;. ......_.................._...............;.._......._..._.._............._.._......::......................................... ........_...................... .... ........ 2532 �n 2532 � z° O _;o cn o W e- V x� AVILLA DR. — U> 0 co O w o_ d d Ln O 0) r Ln �- Ln N N r7 d r = W Z Z mQ r7 r7 ao to M Ln � o - ao o Ln � o? aQjraoco� � ° —O p � Z N N N N O N O N O N N d d d d d d d d d d d d d Lo ♦♦^^ W p NN NN NN NN NN NN NN VJZ WWm 0, O Q a a-Zq � 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 U °-� Z w U. o w Q o o—J.z 0.a� W O az � J Q Lo a y. cD 56 2556 ...: O 25 2556 2556 F— f-I U C� C.� Q Uj W d L� : _.......................... _........_..._..__............_... _................................ _...._...._...._............. __..._......._................. _........ice....._....._. _._...._...._................._.... _..........__......... _._..........._...........__.._.. _.... _ __.._.._.._........_....._ _.... _.... ......._.. _... _.........................._. _...... i w . i 2552 c� c� 2552 2552 o..c�... '� 2552 c� ; c� c� m ._.._.._... tL ....... r�.. rn lL Lo�, O co N Ln + N 000 � �� w00 0 )r 2 N r N Q . .. r d ... r N..... a 48 48 z o Lo o d 2548 25 d 2548 25 d"�}-_ cD N >00 Ln � d .._............................. .................._._................. m + Chid N > C3jN N N N N i - Q 0i N .75 EXISTING GFZOUND O a 2544 2544 2544 2544 Z ° .......................... O Z .. .......... a..............._........................._.. _....................._............. ...__..._.............. _ ........................ PROFtSEDFiNISHE7GRADE d H o= 1 cc 40� .45% Q a � 0.4�% — a� 25402540 2540 _ _...........— }_ _ _ w 2540 0 U a ........ ........................................ ..................._.._._.............................._�....... ................... .......� 2 1 -. Cn Q O W W c PROPOSED FINISHED GRADE cg - .00% •50% EXISTING AROUND i� W O i cc w w t= 0 2536 0= 2536 2536 0= 2536 C p F — Z o ........ LLJ L� 2532 "N z`o 2532 2532 zo 2532 o ...._........_......._......:......................._.._....................:........................_._...._._.__............._....................._.........._.....:..................._.._...........__.._.....:......_. _......._ Q ........... N SEPINO AVE. w� W PHILOMENA CT. xlo- wry a — Ln co Ln Ln Ln co Ln Ln Ln 0 0 00 00 r7 r7 d d O O Z m 0 r d 00 00 r N d d d d 0 O M r7 r7 r7 N N m Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Ln Lo Ln Ln Ln Ln CO F— N N N N N N N N N N N N N N N N N N N N N Q a ti O 0 2+00 3+00 4+00 5+00 2+00 3+00 4+00 5+00 6+00 7+00 c H61 THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES Z o ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: m TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT 1 _60, OF LEAVITT & ASSOCIATES ENGINEERS, INC. r` .......... ............ ........................................................................................... ........ ........................................... cn ..................................................--------------------................ .......................................................................................................­�......................................... ............... .................................................................................................................... .......................................................... ........................................................................................... ............. .......... EXISTING GROUND r-A I Z PR011"POSED FINISHED GRADE PROPOSED FINISHED GRADE (D 0 ................................. ...................... A111111 ................................. ........................................................... ....................... .......... ........... .................,, ........................................ ........................................................................................................... ............................................... cf) ...................... ...................... .......................................... .... ....................... 2540 2540 2540 2540 2540 —4— o 2540 ................. ............... ................. t .............. .......... ............. ......... ............................ .................. ................ ................... I.......... ..................... ............ ................................ ............. .......................... .......... ........... ................. -----........ ------ 0 PROPOSED FINISHED GRADE 0 EXISTING zu1WUNU EXISTING GROW[-4L, z -------------- ............................. ......................... ............... ........ .......... ...................... -------------- ------------- ....................... ............. .............................................. ........... ........ ..... .................. .............................. .......... N 2536 6 253 2536 2536 0 x Lij I 2536 .......... ........... ......................... .......... .......... ............................................. ......................... .............. Uj ............. ......................... ............ ......................... 2536 ................ ............ ............... LL z CC Ui ............ .............. .................... .........................-............................... ...................... .................... --------------- --------- ........................ ........... ........................... ......... .. ............... .................... .............. ......................... ------ Uj ............. ..................... z cn 0 z 2532 1 CON 2532 UJ Cc ST� 8" PVC 8'EWER-\ 2532 2532 2532 2532 LU ............. .................... ................. .................. ............ ......................................... ............................ ------ .......... 4 ...................... .............. ...... .............----------- .......... 83 L ...................................... ....... ....... ............. .................. ........................... ............... ...................... z ................ z z PVC SEWER 8 .......... ............ > ............... .............. ....... ............. ........................ ............................ .................... ............ .......... ............. ............. ...................... 06 z ............. z . %­­%­% 0 ER P_VC, SEWER,_ VC �SEWER CQNST. 8 P 8 p VC SEW .................... cc PV CON ST. 222.4 LF @ @ 0.60% 1 2528 C SEWER LF� 0 Uj 2528 T. 2528 2528 2528 2528 1 z z '�37.3 LF (0 0.407. z 1Z I I CONS 299.8 .................... ............. ...... ........ .......... .................... ........... ............ ...................................... ...................... ----------- ................... 4.7 LF @ 0.40% _j ............I-%...................................... LF'--a cl) 9 .........v1_11111 SSVIH-82 w .......... ......................................... ------- ................................... ............................. ................ ............... .................... .................... ................................................ ...................... ....... ........ ..............- ------ ...................................... Z UT STk 6+47.10 ICONST. j z 00 > Uj 2524 2524 2524 2524 2524 2,524 C6 R I M 2542.65 0 ........... ............ -4-........... ....... ........ .............. .................... ............ .................. .........-----------................... ................... .................. .................... --------------------- ............ ................. LO................... 04 LO Ln Lc) 2b28.65 0 U) 0 (0 0 C-4 (0 w col Lq I NV.I IN(NW): (n (D Q0 (a V) cy) z N Lc) z 04 (c) (.0 (c) (0 (0 Q0 (Dj (D C) C 0 N W P .......... ...................... ........... ......................... .................... .............. ............ ............ J,NV_I1 OUT(%E,),: 2,15,28-55--_ ................... 4- ------- N .............. C) (0 (D Ln' .......... Ln ro Lni U (D (0 (01 Ln C) (0 (0 1 Ln C14 N C,4 Lr) U) 2520 C) (0 Ln (0 C14 C'4 C14 N C4 04 C4 C-4 N 0)c� 3. 2520 2520 2520 C14' (c)00 N 2520 2520 z LU 04 L0 (0 Lo LO La 04 Ln Ln LO (0 Ln Lol L�, ................. ..................... .......................... fn ........... .................................... ........................... .................. MILO­-cq CN, +,Ln......................................................................... ................. ............. z --------.....----------.............. .......... ............................. ............................................ .00 cn N 00 + C14 N N 0 N 0 0"4 CO 0 Ln --i ro < F0 + 5 N 0 Q CD ..... .................... 147--Cq Z .................... ..................... ............. .......................------- ........................ ............................... ------ .................... ................ z ................................. ....................................... f Y) 4.................................. C,4 .................................... LO LO ............................ < < + 0-........................ + rn I K) V) LO 04 Z Z -7 > 2516 04 z Z (n ch[if 2516 i N z z z U) z 0 2516 N N ..................... ................ .......... .......... ............... ....................................... ...................................... ........... ..................... ............................................ M > > ................................ _J -M ............... .......... ........ ............. ............. .............. .............. -------------------------------------------------------- .............. ......................... (n, ........... ............................................... ....... ....................... ........................ 1,............................ ............. .................. > > >; >* U)cn E K _Z� cn Fy K < �uj Mi > > > > > > > ui �bj xII__ Z Z Z cn co Z Z Z I 111111111-1111mca- %%% 1111111111111111111111111--i .............. ...............- ....................... ........... ........ ............................................ ........................ ........------------ ............. ............ .......................................- ................................. ............................. ............ .......... z 0�z 01 0 2512 2512 ............ ............ ........................... ......................... ................................. .......... ............................... ......................... ................ ..................................................................... ............ ................. .......... .................. ...................... ...................... ................... .......... ................ ...................... .................... to X1.............. ............. .............................. ............................ ............ ..................... ......................................................................... ................................ �uj lui V) L z (DIV) ................................................................ ............. KI0 I o pj -1-1-11,_11-11-111--_111111. i�, ................... .......... ----------- ........... ............ .................................. ........................................ ......................... ............ ...................------ ................ ................ ......................... .......... ----------------------------- ---------------------------- --------------- ........... 1 0 w ......................... ------------ z zo ------------ U)0 c/) 0 s SEWER I LINE A SEWER LINE� B SEWER LINE C z E U 0 0 L0 (D ro 0 Lf) 0) Lr) ro L0 (0 00 N 00 (0 00 Ln po n L0 0') 0 — 00 0 rr) 0) Ln 0) LO 00 C14 Lc) 1;4- 0) ,1- r1r) Ln 00 00 L() 6.0 .. s v C_� 6 6 EV 'a .5)2 1 -F>M -4- 14- 14- r 0 5)c 03 Lr) Lf) L0 Lr) Lf) V) Ln L0 Ln Lc) Lc) Lc) L0 L0 Lf) L0 Lc) 0 L0 LO LO Ln Ln 0 =2 r 04 N C14 N N N 04 N 04 C14 04 CN N CN 04 N N N N N N N N ow 000 2+00 3+00 4+00 5+00 6+00 2+00 3+00 4+00 5+00 6+00 7+00 2+00 3+00 4+00 5+00 cv (D CM ........................ ........... ........ ............... ................ ............... .......... ------------ ....................... ..................................................------------ ------------------------------ I............----------------- ....................... .........................-------------------------- ........-------------------------.................... .......................... ............. ........................ ...................-...................... ....................... ................... L .......... ............... ............................--- %�......------ ................EXVST�WG­ ............ --------------------------- ............. ............................................. ................ .............. ....................... .......... OUND 2544 2544 2544 EXISTING GR z ........................... ...................... .............................................-------............. ------------- ............ ......... ­­­­",............ ............... ------------------------------.................-............................I..................... ....... ........................................ ............................................�-­­­­---------- .........................- ........... ............ z Uj ROUND L: ............ —------------------- ........... ........... ............. ------------ -------- 0) .......--------------------------------------- ........ .......... .......... ............ E 0 ............ z 2540 2540 ------------------ z .............. .................................. ........... ............................. .................................. ­­­­­­­­­�................................... ................... ................................ Uj ................ ............... .... z z PROPOSr,,,D FINISHED z 0 PROPOSED FINISHE GRADE z z PROPOSEU FINISHED GRADE CD ............ -------- .............. ........................................... ......................................... ............ ......................................................................... .................. ........................ ................. .......... ..........­­­­ ............ -------- ................. 11�........... ............I....... ....... w 2536 2536 0. z - ------------------------------------------- ........... .................... ............. ...................... .......................... ................................- .......... ..........I ........................... ...........-.............................................................. ............... .................................... .......... z ----------- .................. .......... .................. ................... ­_'­­­­................. ............................. ............. ....................................... ............................................... ........... ..............I................- ---------------- ............\ ................................-------­­.......................................... ............. .......................... .................................. .................................................................................... ..................... ............. .............................. z z 8"! pVC SEWF Z 0 2532 2532 z I R 2532 + .............. .......... .......................................... .................... ..................................... ... ............................... .............- ................ ........ .........._4............ .............................. z'CIO 'T. _41-1 ................ 0 ......................................................I............................................ ............. Oi .............. ........................ z SEWER 240.2 z CONST. z z 0 IN S T. p CON5, T. 8" PV Boo PVC z z z VC SEWER, Pvc S�IIWER @ 0.50% 8 z z Q T 3, 3 LF @ Q.60% z z LF @ 0-4-0-79 ............ ........................ ......................................... ................... I %,................ .....................2­3&2, 136.4", LF @ z z 207.6 Lr z 2528 z 2528 z 2528 L ............... ............ .......................... .............. ............................ ...... .................. .......... ........... ................................... z ................ L J Ln z z z ............................... ------ ................................................-........... c>4 ............ ............... .............. .......... z z Oil z z (A z z 04 —7, C14 U) z 01 "t 0') 2524 2524 z ('0 CO 2524 z L_ z z z z LO 0 04 W (0 !00 z z ........................ .......... .................... % (�o z z Ln z ............... C-) ................. ........... N ... . ...................... ................... N z I N1 z z C) 00 00 Ln z z c6 - C14 z z t (D z 0 (.0 z CIS! 00 Lf) L0 0 C14 C) Ln N N in V) � z N N N N z C) r- r, Lr) ................... r- Lc) .......... ----------- L(.) N It N N ------- La .......... N (0 L0 L N ............... ................. .......... C14 N z L0 L() z LO Lo z + -d- C,� Lij I z (0 z N N(0 N (L z z Lij 2520 QD 2520 (c) N N .i I N r- N LLI r- n 04 0 04 0) (no c�0-) + + 0- LO z z z r) L-0 z.11111111111111111.11111- - - ­­­­,1......................... ------................... .. ........4 4 ........ ........................... L.......... ............ 0 z z L 0­N­%s__ 'r,_­_% 111111111-11111111111111111111 .."11111.11--_........... ............... ................................ ............... .......... < cn F-i (N z z z z z 0) C, C)l '4(0 0) Uj 0 =D 0 +Lr) V) z cq zx z z C14 z z z LLJ F-i �0 C) 0 V)U)x < +Lr) (D < +Ln z Z D ........... ....... > .......... .............. ................................... ................. .......... .......... C)---------- ............ ................ ....... > > U)V)Fr Li z > > %Uj :2< < C()I— 0�z: 2516 2516 2516 2516 2516 ............ ................... .............. ...................... ..........................................-.......... ...................�­­ > z z z' .............. ........... V)E �� z .................... ........ ................ZL(n11­11­11--- ------ z nz— V)I(A Z Z z z z D cnIv) E: 0 0 z - 7 0 af z ............ ........... ............. z ............ ------ ............ ........... .................. ................................... .................. .................. .......... .......................... ............... .............. ...................... UJ z z z in 2512 Mo 2512 z z z 2512 U) z z Z 0 ........... ......... ........... ........... ........ ........................... ............................ ............. 0 ..................... .......... ......... ............ ........ --------- ....................... ----------- ..................... ............. z (A 0 z zo z V) U z z z 0 z 5-<z of z X 5Z ,,WER LINE F w z w�fL LLJ z SEWER LINE� D z z SE z SEWER LINE E z Ld IL > 0 ce) 0 77 U) (.0 (0 - (0 N (0 (D 0) 00 (7) 00 0 00 n 00 Im :c x = T- 0� 00 Cy) 00 U-) r- 00 t1r) rr) r- K) — LU -Z co I < co 0) c� C_� C_� c� c� N C_� cz; c� c� c� a- ir 00 co ::) 0 0 co 1 0 a q z Lf) Lr) U) Lr) Ln Ln Lr) Lr) Lo Ln Lc) LO Lh Ln Lf) L() L0 Lo L0 L0 L0 d) > N N 04 04 N N 04 C4 N C-4 N N N CN 04 N N N N N N 2F w LU —0 LU --i cn w 0: a 0 a w I.-, 2+00 3+00 4+00 5+00 2+00 3+00 4+00 5+00 6+00 2+00 3+00 4+00 5+00 6+00 7+00 U_— U Fx zw awz < w 30: ni Fr z ................. .......... ........................... .................. ........ j 0.co LU 0 LLr- LO CL >. ................ ----------- ............ ........ ­---------- ........... ..................... .............. 'EMSnING G'RO,IjlqD' 2544 z 2544 ................ ........... 0 ------------- .................... ------------ ...........-------------- . ................ .......... w ........................... ............... ................... .......... ............ .................. ................................... .............— 2540 SCALE PROPOSED f71NISHED GRADE ----------- ------ ............. ............ ......... ................... ................ ............ HORIZONTAL 0 40 120 c*4 20 60 180 2536 (L .......................................... .......................­­­ .................. ................ ................... VERTICAL 0 4 12 < E 2 6 18 > P V NST. 8 2532 CO 0 ................ ................A------- ............-........... ............. z (1) (L @ 'P'VC`"'SEWER-...... CONST. i 8 0 z 0% HORIZONTAL: 1 60' (L 0 F @ 0.4. L ............ .......... ............ ................................................... 0. VERTICAL: 1 69 252B cl) ca ............. ................... ............ ............... ........................... ..................................................... 0 U_ CD 00 (D Uj W cn Ln .......................... OGI%%"%",.,.,"�-,�"%,��",--,��,,�--�-�%-�-�%%'���"L�%'%%%%%'%%................. ................................ ........... ................... ................... Z V) LO 4- N Ln 2524 Ln co, C) CD ........... ..................................... ........... --- ------ ........................... ........... 0 00 00 LO CD N (D Ln Lq ............. ........ ............................ .............. ........................... N ............... ........... to 2520 C-D +LO 0- ............. .............. .........- .............. ............ cn 0 LO F_ N .......... .......... ........................ ................. ..................... ........­­ ................................. ..................z .................... to to cn co ry :—z :—z Iz C/) > > > CIE 2516 Z Z Z ........................................ ............... .......... cl) ca z 2:10 0 ............ ............ ............ ................. -—------- ............. 04 W (L 010 x 04 SEWER LINE G z 00 r- CD 0.) 0 Ln co Ln r- . ... ..... . ..... ..... .. . . D- '7-A-D--E F----------------- ............L . .......... -7— . . ...... r, ArI17 c� c� c� > Ln 0 LO U-) Ln Ln THIS DOCUMENT IS THE PROPERTY OF LEAVITT & ASSOCIATES1 Hz 3 N N CN CN N CN N N N ENGINEERS, INC AND THE DESIGN AND IDEAS WITHIN ARE NOT SCALE: Sheet Number: TO BE USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF LEAVITT & ASSOCIATES ENGINEERS, INC. 1 =60' 4 2+00 3+00 4+00 5+0_0 6+00 7+00 1 1 1 GEOTECHNICAL EVALUATION FOR "PERA PLACE" — A 16.7+ ACRE RESIDENTIAL DEVELOPMENT LOCATED NORTH OF DAPHNE STREET AND EAST OF NORTH BLACK CAT ROAD, MERIDIAN, IDAHO July 27, 2021 GTI-Project No. 231 1-ID Prepared For: RICHMOND AMERICAN HOMES OF IDAHO 1804 N Middleton Boulevard Nampa, Idaho 83651 GeoTek, Inc. TABLE OF CONTENTS SCOPEOF SERVICES.......................................................................................................................................... SITEDESCRIPTION.............................................................................................................................................2 PROPOSED DEVELOPMENT............................................................................................................................2 FIELDSTUDIES......................................................................................................................................................2 REGIONALGEOLOGY......................................................................................................................................2 SITESOILS..............................................................................................................................................................3 ArtificialFill ...................................................................................................................................................... 3 NativeAlluvial Soils........................................................................................................................................ 3 SURFACE & GROUND WATER......................................................................................................................4 TECTONIC FAULTING AND REGIONAL SEISMICITY............................................................................4 Secondary Seismic Constraints....................................................................................................................4 Summary:..........................................................................................................................................................4 RESULTS OF LABORATORY TESTING.........................................................................................................5 CONCLUSIONS...................................................................................................................................................5 RECOMMENDATIONS - EARTHWORK CONSTRUCTION.................................................................5 General ............................................................................................................................................................. 5 Demolition.......................................................................................................................................................5 Removals/Processing - General...................................................................................................................6 TransitionalPads.............................................................................................................................................6 ExcavationDifficulty.......................................................................................................................................6 FillPlacement...................................................................................................................................................7 ImportMaterial...............................................................................................................................................7 Observationand Testing............................................................................................................................... 7 GroundWater................................................................................................................................................7 EarthworkSettlements..................................................................................................................................7 RECOMMENDATIONS — FOUNDATIONS.................................................................................................8 General .............................................................................................................................................................8 Conventional Foundation Recommendations..........................................................................................9 FoundationSettlement..................................................................................................................................9 PAVEMENT SECTIONS .................................................................................................................................... 10 Pavement Construction and Maintenance.............................................................................................. 10 OTHER RECOMMENDATIONS.................................................................................................................... SiteImprovements........................................................................................................................................ I I Landscape Maintenance and Planting........................................................................................................ I I GeoTek, Inc. SoilCorrosion............................................................................................................................................... 12 TrenchExcavation........................................................................................................................................ 12 UtilityTrench Backfill .................................................................................................................................. 12 Drainage.......................................................................................................................................................... 12 PLANREVIEW..................................................................................................................................................... 13 LIMITATIONS...................................................................................................................................................... 13 Enclosures: Figure #I, Site Vicinity Map Figure #2, Site Exploration Plan Appendix A, References Appendix B, Test Pit Logs Appendix C, Field Test Results Appendix D, Laboratory Test Results GeoTek, Inc. GeoTek,Inc. 320 East Corporate Drive Suite 300 Meridian,ID 83642-3 51 1 (208)888-7010 (208)888-7924 www.geotekusa.com July 27, 2021 Project No. 231 1-ID RICHMOND AMERICAN HOMES OF IDAHO 1804 N Midland Boulevard Nampa, Idaho 83651 Attention: Mr.Joe Austin Subject: GEOTECHNICAL EVALUATION for "Pera Place" — a 16.7± Acre Residential Development— Located North of Daphne Street and East of North Black Cat Road, Meridian, Idaho Dear Mr. Austin, In accordance with your request, GeoTek, Inc. (GTI) has completed a geotechnical evaluation of the subject property for the construction of a single-family residential development with associated improvements. The purpose of our study was to evaluate the soils underlying the site and to provide recommendations for project design and construction based on our findings. This report outlines the geologic and geotechnical conditions of the site based on current data and provides earthwork and construction recommendations with respect to those conditions. SCOPE OF SERVICES The scope of our services has included the following: I. Review of soils and geologic reports and maps for the site (Appendix A) 2. Site reconnaissance 3. Review of aerial photographs 4. Excavating and logging of ten (10) exploratory test pits (Appendix B) 5. Obtaining samples of representative soils, as the exploratory test pits were advanced 6. Performing laboratory testing on representative soil samples (Appendix D) 7. Assessment of potential geologic constraints 8. Engineering analysis regarding foundation settlement,determination of fill depth in lots,and the documentation of organic material in native subgrade 9. Preparation of this report GEOTECHNICAL I ENVIRONMENTAL I MATERIALS PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 2 PROJECT NO. 231 1-ID SITE DESCRIPTION The project site consists of an irregularly shaped parcel totaling approximately 16.7± acres that is generally bound by a single-family residential development to the north, a single-family residence and vacant agricultural land to the east, Daphne Street and a single-family residential development to the south, and North Black Cat Road and a single-family residential development to the west (Figures I and 2). Two single-family residences with associated improvements exist at the southern portion of the site. Currently, the property consists primarily of agricultural land that has been corrugated/irrigated and cultivated for crop farming purposes and pasture over many years.Access to the site is currently possible from North Black Cat Road and Daphne Street. From topographic maps, the site's elevation is approximately 2,535± feet to 2,545± feet above mean sea level. Historically, topography generally directs surface water to the northwest. PROPOSED DEVELOPMENT It is our understanding that site development would consist of performing typical cut and fill earthwork to attain the desired graded configurations) for the construction of a residential subdivision of one- to two-story detached single-family residential structures with associated improvements. It is further assumed that final site grade will be within 5 feet of existing site grade. FIELD STUDIES Subsurface conditions at the site were explored by using a rubber-tired backhoe. Ten (10) test pits were advanced onsite. A log of each exploration is included within this report in Appendix B. Six (6) percolation tests were performed on the subject site as well as six (6) initial ground water measurements (Appendix C). Field studies were completed during July of 2021 by field personnel who conducted field excavation location mapping, logged the excavations, and obtained samples of representative soils for laboratory testing.The approximate locations of the explorations are indicated on the enclosed Site Exploration Plan (Figure 2). The Unified Soil Classification System (USCS) was used to visually classify the subgrade soils during the field exploration. REGIONAL GEOLOGY The subject site is situated within the Boise River Valley, which comprises the northwestern portion of the Snake River Plain physiographic province. The western portion of the Snake River Plain is aligned in a northwest-southeast direction and generally divides the Owyhee mountains to the south from the Central Idaho mountains toward the north (Wood and Clemens, 2004). The headwaters of the Boise River are located in the Central Idaho mountains east of Boise, Idaho. The river leaves the central mountains and enters the Snake River Plain near Barber and drains toward the west into the Snake River near Parma. The Owyhee mountains and the Central Idaho Mountains are composed predominantly of volcanic and igneous rocks. The western portion of the Snake River Plain is a northwest trending complex graben formed by extension and regional uplift along the northern boundary of the basin and range province (Wood and Clemens, 2004). The graben generally forms a GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 3 PROJECT NO. 231 1-ID basin which has been partially filled with younger sedimentary and volcanic rocks (Malde, 1991). The Boise River Valley is bounded on the northeast by the Boise Front,which is a northwest trending topographic high extending generally from Boise to Emmett, Idaho. The Boise Front consists of Cretaceous aged granitic and metamorphic rocks cut by Tertiary aged rhyolite and overlain with Miocene aged lake sediments (Wood and Clemens, 2004). These units have been cut by northwest trending faults which down drop these units toward the southwest. The faults also provide conduits for Quaternary aged basalt intrusions and flows (Malde, 1991). The depositional environment for the valley floor is dominantly lake laid deposits of sand, silt and clay. These materials were deposited during two periods of lake activity, one during the Miocene and the other during the Pleistocene. This valley infilling process has been subsequently truncated by down faulting within the valley ranging in height from a few feet to over 50 feet.Younger alluvium has been, and continues to be,transported dominantly by water and deposited on the basins gently sloping valley floor and within low-level flood plains. Portions of the alluvial deposits are being down cut by intermittent streams to the flood plain, and as a result stream terraces are being formed. SITE SOILS Artificial Fill Based on our field studies, some spread fills were observed along the perimeter of the site. This fill is generally associated with the construction of adjacent roadways, nearby residences, and irrigation laterals.This spread fill shall be considered artificial fill.Trash, debris, and scrap metal was observed at a depth up to 2.5' in TP-6. The majority of the property has been cultivated for agricultural use, the upper 12 inches of material has been disturbed and consists primarily of sandy silts with a moderate amount of organics and roots. This shall be considered artificial fill. Deeper fills may be encountered onsite. The "Artificial Fills" are soft and contain organics/roots and are not considered suitable for support of foundations. All artificial fill material should be removed as described in the "Removals" section of this report. Native Alluvial Soils Alluvial soils encountered generally consist of surficial layers of sandy silts underlain by silty sands, weakly cemented silty sands, poorly graded sands, partially cemented silty sands and poorly graded gravels with varying amount of sand and silt. The moisture content within the alluvial materials was generally slightly moist to moist near surface and moist to saturated at depth.The consistency of these soils ranged from firm near surface and dense to moderately hard at depth. Partially cemented layers of material were encountered in one of our excavations; however, we anticipate that the onsite soils can be excavated with conventional earthwork equipment equivalent to CAT D9R dozers and CAT 235 excavators. Special excavation equipment and techniques may be necessary dependent upon if harder materials are encountered during construction. GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 4 PROJECT NO. 231 I-ID SURFACE & GROUND WATER Ground water was encountered during our field investigation at a depths ranging from 4.4' (TP-4) to 7.1' (TP-9) below existing ground surface. Irrigation laterals exist adjacent to the site and they transmit water on a periodic basis. Generally, irrigation ditches and canals will locally influence ground water during the irrigation season (i.e.,April through October). If encountered,wet materials should be spread out and air-dried or mixed with drier soils to reduce their moisture content as appropriate for fill placement. Ground water is not anticipated to adversely affect planned development, provided that earthwork construction methods comply with recommendations contained in this report or those made subsequent to review of the improvement plan(s). GTI assumes that the design civil engineer of record will evaluate the site for potential flooding and set grades such that the improvements are adequately protected. These observations reflect conditions at the time of this investigation and do not preclude changes in local ground water conditions in the future from natural causes, damaged structures (lines, pipes etc.),or heavy irrigation. The groundwater monitoring results obtained are depicted in a table format in Appendix C. TECTONIC FAULTING AND REGIONAL SEISMICITY The site is situated in an area of active as well as potentially active tectonic faults, however no faults were observed during our field evaluation.There are a number of faults in the regional area,which are considered active and would have an affect on the site in the form of ground shaking, should they be the source of an earthquake. It is reasonable to assume that structures built in this area will be subject to at least one seismic event during their life, therefore, it is recommended that all structures be designed and constructed in accordance with the International Building Code (IBC). Based on our experience in the general vicinity, references in our library, field evaluation of the site, a Seismic Design Site Class Designation of `D' may be used for seismic design. Secondary Seismic Constraints The following list includes other potential seismic related hazards that have been evaluated with respect to the site, but in our opinion, the potential for these seismically related constraints to affect the site is considered negligible. * Liquefaction * Dynamic Settlements * Surface Fault Rupture * Ground Lurching or Shallow Ground Rupture Summary: It is important to keep in perspective that if a seismic event were to occur on any major fault, intense ground shaking could be induced to this general area. Potential damage to any settlement sensitive structures would likely be greatest from the vibrations and impelling force caused by the inertia of the structures mass than that created from secondary seismic constraints. Considering the subsurface soil conditions and local seismicity, it is estimated that the site has a low risk associated with the potential for these phenomena to occur and adversely affect surface improvements.These potential risks are no greater at this site than they are for other structures and improvements developed on the alluvial materials in this vicinity. GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 5 PROJECT NO. 231 I-ID RESULTS OF LABORATORY TESTING Laboratory tests were performed on representative samples of the onsite earth materials in order to evaluate their physical and chemical characteristics.The tests performed, and the results obtained are presented in Appendix D. CONCLUSIONS Based on our field exploration, laboratory testing and engineering analyses, it is our opinion that the subject site is suited for development from a geotechnical engineering viewpoint. The recommendations presented herein should be incorporated into the final design, grading, and construction phases of development.The engineering analyses performed concerning site preparation and the recommendations presented below have been completed using the information provided to us regarding site development. In the event that the information concerning proposed development is not correct, the conclusion and recommendations contained in this report shall not be considered valid unless the changes are reviewed, and conclusions of this report are modified or approved in writing by this office. RECOMMENDATIONS - EARTHWORK CONSTRUCTION General All grading should conform to the International Building Code (IBC) and the requirements of the City of Meridian, except where specifically superseded in the text of this report. During earthwork construction all removals, drain systems, slopes, and the general grading procedures of the contractor should be observed and the fill selectively tested. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and, if warranted, modified and/or additional recommendations will be offered. It is recommended that the earthwork contractor(s) perform their own independent reconnaissance of the site to observe field conditions firsthand. If the contractor(s) should have any questions regarding site conditions, site preparation, or the remedial recommendations provided,they should contact an engineer at GeoTek for any necessary clarifications prior to submitting earthwork bids.All applicable requirements of local and national construction and general industry safety orders,the Occupational Safety and Health Act, and the Construction Safety Act should be met. Demolition The following recommendations are provided as guidelines in the event that structures are encountered that are not intended to remain. I. All existing surface or subsurface structures (not intended to remain), within the area to be developed, should be razed and moved off site. 2. If a septic tank (to be abandoned or below a proposed improvement) is located within the project site, it is recommended that it be pumped out and, with few exceptions, likely removed. Any leach lines, seepage pits, or other pipes associated with this structure should also be removed or properly abandoned. GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 6 PROJECT NO. 231 I-ID 3. If any wells are encountered, an attempt should be made to identify the owner and purpose of the well. Well abandonment should adhere to the recommendations provided by the Idaho Department of Water Resources, the Public Health Department, or any other government agencies. If the well is located in the area of a proposed structure, these recommendations should be reviewed by GTI and, if warranted, additional geotechnical recommendations will be offered. Removals/Processing - General Presented below are removal/processing recommendations for the various soils encountered on the project. Debris, vegetation, and other deleterious material should be stripped/removed from areas proposed for structural improvements. Based on a review of the exploratory logs and our site reconnaissance, after the artificial fill and deleterious material are removed (approximately 12 inches across majority of site and 30 inches as observed in TP-6), a minimum removal/processing depth of 12 inches into alluvial materials should be accomplished across the site. If the left in place soils can be scarified to encounter a competent layer below; they may be processed in place; otherwise, they should be removed to competent material. Locally deeper removals/processing may be necessary based on the field conditions exposed. Since much of has been disturbed, it should be anticipated that deeper fills may be encountered onsite. Beneath foundations and slab areas,the exposed ground surface should be moisture conditioned and compacted a minimum of 12 inches to provide a more uniform foundation support. A minimum relative compaction of 90 percent of the laboratory maximum modified density (ASTM D 1557) at moisture content of optimum or above is necessary to generate any near surface settlements. Locally deeper removals/processing may be necessary based on the conditions exposed. Removal bottoms should be checked by a representative of GeoTek, Inc. to see if deeper removals are necessary. If existing improvements or property line restrictions limit removals, condition specific recommendations would be provided on a case-by-case basis. During earthwork construction, care should be taken by the contractor so that adverse ground movements or settlements are not generated affecting existing improvements. Transitional Pads Transitional pads are defined in this report as pads which are partially cut and partially fill.To mitigate some of the differential settlement which will occur on transitional pads,the cut side should be over- excavated/processed to a minimum depth equal to 2 feet below the bottom of the footings or to the depth of the fill,whichever is less. On transitional pads with more than 7.5 feet of fill, plans need to be reviewed by GTI and site-specific recommendations will be provided. Excavation Difficulty We anticipate that the onsite soils can be excavated with conventional earthwork equipment. Seasonal conditions could cause wet soil conditions to occur onsite. Depending on the depth of cuts, it should be expected that special excavation and fill placement measures may be necessary. Wet materials should be spread out and air-dried or mixed with drier soils to reduce their moisture content to the appropriate level for fill placement. Frozen soils, if encountered, should be removed and allowed to thaw prior to any fill placement or construction. Removal bottoms should be checked by a representative of GTI to see if deeper removals are necessary. GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 7 PROJECT NO. 231 1-ID Fill Placement Subsequent to completing removals/processing and ground preparation, the excavated onsite and/or imported soils may be placed in relatively thin lifts (less than 8 inches thick),cleaned of vegetation and debris, brought to at least optimum moisture content, and compacted to a minimum relative compaction of 90 percent of the laboratory standard (ASTM D 1557). Import Material Potentially, soils will be imported to the site for earthwork construction purposes. A sample of any intended import material should first be submitted to GTI so that, if necessary, additional laboratory or chemical testing can be performed to verify that the intended import material is compatible with onsite soils. In general, import material should be within the following minimum guidelines: * Free of organic matter and debris * Maintain less than 0.2 percent sulfate content * Maintain less than 3.0 percent soluble material * Maintain less than 0.02 percent soluble chlorides * Maintain less than 0.2 percent sodium sulfate content * Maintain a Plasticity Index less than 12 (i.e., low expansive) * One hundred percent passing the six-inch screen * At least seventy-five percent passing a three-inch screen * Maintain at least 20 percent on No. 4 screen * Maintain between 5 and 30 percent passing the No. 200 screen Observation and Testing During earthwork,construction all removal/processing and the general grading procedures should be observed, and the fill selectively tested by a representative(s) of GTI. If unusual or unexpected conditions are exposed in the field,they should be reviewed by GTI and if warranted, modified and/or additional recommendations will be offered. Ground Water Ground water was encountered during our field investigation at a depths ranging from 4.4' (TP-4) to 7.1' (TP-9) below existing ground surface. Based on site conditions in the future, a transient high ground water condition could develop over a clay or less permeable layer and this condition could generate down gradient seepage. The possible effect these layers could have on this and adjacent sites should be considered and can best be evaluated in the field during grading. If warranted by exposed field conditions, it may be recommended that a drainage system be established to collect and convey any subsurface water to an appropriate location for drainage. Typically, potential areas of seepage are difficult to identify prior to their occurrence; therefore, it is often best to adopt a "wait and see" approach to determine if any seepage conditions do develop, at which time specific recommendation to mitigate an identified condition can be provided. Earthwork Settlements Ground settlement should be anticipated due to primary consolidation and secondary compression. The total amount of settlement and time over which it occurs is dependent upon various factors, including material type, depth of fill, depth of removals, initial and final moisture content, and in-place density of subsurface materials. Compacted fills,to the heights anticipated,are not generally prone to GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 8 PROJECT NO. 231 1-ID excessive settlement. However, some settlement of the left-in-place alluvium is expected, and the majority of this settlement is anticipated to occur during grading. Slope Stability No significantly high (greater than ten feet) slopes are anticipated to be constructed onsite.All slopes should be designed at gradients of 2 to I (Horizontal to Vertical) or flatter. All slopes should be constructed in accordance with the minimum requirements of the City of Meridian and the International Building Code. Cut and fill slopes are anticipated to perform adequately in the future with respect to gross and surficial stability if the soil materials are maintained in a solid to semi-solid state (as defined by the soils Atterberg Limits) and are limited to the heights prescribed herein. The importance of proper compaction to the face of a slope cannot be overemphasized. In order to achieve proper compaction, one or more of the three following methods should be employed by the contractor following implementation of typical slope construction guidelines: 1)track walk the slopes at grade, 2) use a combination of sheep's-foot roller and track walking, or 3) overfill the slope 3 to 5 feet laterally and cut it back to grade. Random testing will be performed to verify compaction to the face of the slope. If the tests do not meet the minimum recommendation of 90 percent relative compaction, the contractor will be informed and additional compactive efforts recommended. A final evaluation of cut slopes during grading will be necessary in order to identify any areas of adverse conditions. The need for remedial stabilization measures should be based on observations made during grading by a representative of this office. Based on our observations,and if warranted, specific remedial recommendations will be offered for stabilization. The setback from the face of a structure and the toe of the graded slope should be at least the smaller of H/2 or 15 feet, where "H" is the height of the slope. RECOMMENDATIONS — FOUNDATIONS General Foundation design and construction recommendations are based on preliminary laboratory testing and engineering analysis performed on near surface soils. The proposed foundation systems should be designed and constructed in accordance with the guidelines contained herein and in the International Building Code. Based on our experience in the area, the soils onsite should have a negligible corrosive potential to concrete and metal, materials selected for construction purposes should be resistant to corrosion. Where permitted by building code, PVC pipe should be utilized. All concrete should be designed, mixed, placed, finished, and cured in accordance with the guidelines presented by the Portland Cement Association (PCA) and the American Concrete Institute (ACI). Based on our grading recommendations,the soils beneath the foundations are anticipated to have low expansion potential. Therefore, foundation recommendations for low expansive soil conditions are provided below. If more expansive soils are encountered, the pad(s) will either need to be regraded and the more expansive soils removed by the contractor—or increased foundation recommendations will need to be provided. GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 9 PROJECT NO. 231 I-ID Conventional Foundation Recommendations Column loads are anticipated to be 50 kips or less while wall loads are expected to be 3 kips per lineal foot or less. The conventional recommendations provided are from a geotechnical engineering perspective (i.e., for expansive conditions) and are not meant to supersede the design by the project's structural engineer. Preliminary recommendations for foundation design and construction are presented below. The specific criteria to be used should be verified on evaluation of the proposed buildings,structural loads, and expansion and chemical testing performed after grading is complete. The bearing values indicated are for the total dead, plus frequently applied, live loads and may be increased by one third for short duration loading which includes the effects of wind or seismic forces. When combining passive pressure and friction for lateral resistance,the passive component should be reduced by one-third. A grade beam, reinforced as below and at least 12 inches wide, should be utilized across all large entrances. The base of the grade beam should be at the same elevation as the bottom of the adjacent footings. Footings should be founded at a minimum depth of 24 inches below lowest adjacent ground surface as required by local codes to extend below the frost line. Reinforcement for spread footings should be designed by the project's structural engineer. For foundations systems including a crawl space, it is recommended that it be designed so that water is not allowed to penetrate the crawl space. Proper grading and backfill for the foundations are critical and should adhere to the"fill placement"and "drainage"recommendations of this evaluation as well as local building codes. Soil Minimum Allowable Passive Maximum Footing Expansion Footing Bearing Coefficient Earth Earth Type Depth Pressure of Friction Pressure Pressure Classification (inches) (psf) (psf/ft) (psf) Strip/Spread Low 24 2,000 0.35 250 3,000 The coefficient of friction and passive earth pressure values recommended are working values. Strip footings should have a minimum width of one foot and spread footings should have a minimum soil to concrete area of four-square feet. Increases are allowed for the bearing capacity of the footings at a rate of 250 pounds per square foot for each additional foot of width and 250 pounds per square foot for each additional foot of depth into the recommended bearing material, up to a maximum outlined. If the bearing value exceeds 3,000 psf, an additional review by GTI is recommended. As mentioned earlier,the exposed ground surface should be moisture conditioned and compacted a minimum depth of 12 inches below bottom of footings. Foundation Settlement Provided that the recommendations contained in this report are incorporated into final design and construction phase of development, total settlement is estimated to be less than one inch and differential settlement is estimated to be less than 0.75 inches for a 25-foot span. Two-way angular GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 10 PROJECT NO. 231 1-ID distortions due to settlements are not estimated to exceed 1/400. The structures should be loaded uniformly so as to avoid any localized settlements. PAVEMENT SECTIONS Pavement sections presented in the following table are based on an R-value result of 15, Ada County Highway District Development(ACHD) pre-assigned traffic index(s)for residential construction and estimated traffic index(s) for commercial construction, and the guidelines presented in the latest edition of the ACHD Development Policy Manual. These pavement sections are presented for planning purposes only and should be verified based on specific laboratory testing performed subsequent to rough grading of the site. Pavement Construction and Maintenance All section changes should be properly transitioned. If adverse conditions are encountered during the preparation of subgrade materials, special construction methods may need to be employed. All subgrade materials should be processed to a minimum depth of 12 inches and compacted to a minimum relative compaction of 90 percent near optimum moisture content. All aggregate base should be compacted to a minimum relative compaction of 95 percent at optimum moisture content. The recommended pavement sections provided are meant as minimums. If thinner or highly variable pavement sections are constructed, increased maintenance and repair should be expected. If the ADT (average daily traffic) or ADTT (average daily truck traffic) increases beyond that intended,as reflected by the traffic index(s) used for design, increased maintenance and repair could be required for the pavement section. Positive site drainage should be maintained at all times.Water should not be allowed to pond or seep into the ground. If planters or landscaping are adjacent to paved areas, measures should be taken to minimize the potential for water to enter the pavement section. r. - - - II MINIMUM MINIMUM AGGREGATE II ASSUMED TRAFFIC SUBGRADE ASPHALT THICKNESS (in.) RIGHT-OF-AWAY R-VALUE CONCRETE Aggregate Subbase THICKNESS Base (3/4" (Uncrushed (in.) minus)* Aggregate)* Residential Normal Traffic 15 2.5 4.0 11.0 TI = 6.0 Collector Normal Traffic 15 3.0 6.0 14.0 TI = 8.0 *Aggregate Base and Subbase gradation specification requirement per the current edition of the Idaho Standards for Public Works Construction (ISPWC) Manual.Asphalt mix design shall meet the requirements of ISPWC, Section 810 Class III Plant mix. Materials shall be placed in accordance with ISPWC Standard Specifications for Highway Construction. GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE I I PROJECT NO. 231 1-ID OTHER RECOMMENDATIONS Site Improvements As is commonly known, expansive soils are problematic with respect to the design, construction, and long-term performance of concrete flatwork. Due to the nature of concrete flatwork, it is essentially impossible to totally mitigate the effects of soil expansion. Typical measures to control soil expansion for structures include low expansive soil caps, deepened foundation system, increased structural design, and soil pre-saturation. As they are generally not cost effective, these measures are very seldom utilized for flatwork because it's less costly to simply replace any damaged or distressed sections than to "structurally" design them. Even if "structural" design parameters are applied to flatwork construction,there would still be relative movements between adjoining types of structures and other improvements (e.g., curb and sidewalk). This is particularly true as the level of care during construction of flatwork is often not as meticulous as that for structures. Unfortunately, it is fairly common practice for flatwork to be poured on subgrade soils, which have been allowed to dry out since site grading. Generally, after flatwork construction is completed, landscape irrigation begins, utility lines are pressurized, and drainage systems are utilized; presenting the potential for water to enter the dry subgrade soils, causing the soil to expand. Recommendations for exterior concrete flatwork design and construction can be provided upon request. If, in the future, any additional improvements are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements could be provided upon request.This office should be notified in advance of any fill placement,grading, or trench backfilling after rough grading has been completed. This includes any grading, utility trench and retaining wall backfills. Landscape Maintenance and Planting Water has been shown to weaken the inherent strength of all earth materials. Slope stability is significantly reduced by overly wet conditions. Graded slopes constructed within and utilizing onsite materials would be erosive. Eroded debris may be minimized, and surficial slope stability enhanced by establishing and maintaining a suitable vegetation cover as soon as possible after construction. Compaction to the face of fill slopes would tend to minimize short-term erosion until vegetation is established. Plants selected for landscaping should be lightweight, deep-rooted types, which require little water and are capable of surviving the prevailing climate. From a geotechnical standpoint leaching is not recommended for establishing landscaping. If the surface soils are processed for the purpose of adding amendments, they should be recompacted to 90 percent compaction. Only the amount of irrigation necessary to sustain plant life should be provided. Over watering the landscape areas could adversely affect proposed site improvements. We recommend that any proposed open bottom planter areas adjacent to proposed structures, be eliminated for a minimum distance of 5 feet and desert landscape using xeriscape technology be used outside of this buffer zone. As an alternative, closed bottom type planter could be utilized. An outlet, placed in the bottom of the planter, could be installed to direct drainage away from structures or any exterior concrete flatwork. Irrigation timers should be adjusted on a monthly basis. GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 12 PROJECT NO. 231 1-ID Soil Corrosion Based on our experience in the area, the soils onsite should have a negligible corrosive potential to concrete and metal, materials selected for construction purposes should be resistant to corrosion. Where permitted by building code, PVC pipe should be utilized. All concrete should be designed, mixed, placed, finished, and cured in accordance with the guidelines presented by the Portland Cement Association (PCA) and the American Concrete Institute (ACI). Trench Excavation All footing trench excavations should be observed by a representative of this office prior to placing reinforcement. Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent if not removed from the site. Considering the nature of the onsite soils, it should be anticipated that caving or sloughing could be a factor in excavations. Shoring or excavating the trench walls and slopes to the angle of repose (typically 25 to 45 degrees) may be necessary and should be anticipated in non-cemented soils. All excavations should be observed by one of our representatives and conform to national and local safety codes. Utility Trench Backfill Considering the overall nature of the soil encountered onsite, it should be anticipated that materials will need to be imported to the site for use as pipe bedding and pipe zone material. Onsite utility trench backfill should be brought to near optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard. Sand backfill, unless excavated from the trench, should not be used adjacent to perimeter footings or in trenches on slopes. Offsite utility trenches should also be compacted to a minimum relative compaction of 90 percent. Compaction testing and observation, along with probing should be performed to verify the desired results. Drainage Positive site drainage should be maintained at all times in accordance with the IBC. Drainage should not flow uncontrolled down any descending slope. Water should be directed away from foundations and not allowed to pond and/or seep into the ground. Pad drainage should be directed toward the street or other approved area. The ground immediately adjacent to the foundation shall be sloped away from the building at a minimum of 5-percent for a minimum distance of 10 feet measured perpendicularly to the face of the wall. If physical obstructions prohibit 10 feet of horizontal distance,a 5-percent slope shall be provided to an approved alternate method of diverting water away from the foundation. Swales used for this purpose shall be sloped a minimum of 2-percent where located within 10 feet of the building foundation. Impervious surfaces within 10 feet of the building foundation shall be sloped a minimum of 2-percent away from the building. Roof gutters and down spouts should be utilized to control roof drainage. Down spouts should outlet onto paved areas or a minimum of five feet from proposed structures or into a subsurface drainage system. Areas of seepage may develop due to irrigation or heavy rainfall. Minimizing irrigation will lessen this potential. If areas of seepage develop, recommendations for minimizing this effect could be provided upon request. GeoTek, Inc. PERA PLACE JULY 27, 2021 RICHMOND AMERICAN HOMES OF IDAHO PAGE 13 PROJECT NO. 231 1-ID PLAN REVIEW Final grading, foundation, and improvement plans should be submitted to this office for review and comment as they become available, to minimize any misunderstandings between the plans and recommendations presented herein. In addition,foundation excavations and earthwork construction performed on the site should be observed and tested by this office. If conditions are found to differ substantially from those stated, appropriate recommendations would be offered at that time. LIMITATIONS The materials encountered on the project site and utilized in our laboratory study are believed representative of the area; however, soil materials vary in character between excavations and conditions exposed during mass grading. Site conditions may vary due to seasonal changes or other factors. GeoTek, Inc. assumes no responsibility or liability for work, testing, or recommendations performed or provided by others.Since our study is based upon the site materials observed, selective laboratory testing and engineering analysis, the conclusions and recommendations are professional opinions.These opinions have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. The opportunity to be of service is greatly appreciated. If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted, �S\0NAL EN GeoTek, Inc. o��S Q� \STEgFo�'i,L� a 10884 --1 -z? -Z ( Tyler S. Lydeen, El David C. Waite, PE Staff Professional Senior Engineer GeoTek, Inc. C D 4co Wholes ale 3 2 rt W 7 a.• !7 n y 9 a L E W RZ=Mllnn nd W McMlllgn Rd 11 Z F 0 a � r . L Roger's Ti Fe Pros & Auto UTL- w Ue74c3 Rd z � Q IL 9 •4 APPROXIMATE SITE LOCATION Source:Google Maps 2021, GeoTek Field Observations, 2021. Not to Scale FIGURE I SITEVICINITY MAP Pera Place 1E Northeast of N Black Cat Rd and Daphne St Intersection G E Q T E K Meridian, Idaho GEOTECHNICAL I ENVIRONMENTAL I MATERIALS Prepared for: Richmond Homes Project No: Report Date: Drawn By: 320 E.Corporate Dr,Suite 300, Meridian,ID 83642 231 1 -ID July 2021 JJK (208)888-7010 (phone)/(208)888-7924(FAX) , IAOM AN } _ s " IRV AW Igh r Y _ +.� _ •- "ram-. it71T ' SITS V I m - ' k l Adk IRV 4 - Daphne St 11 � x` i 1�� •� �i OX°X�{� 1 APPROXIMATETEST PIT LOCATIONS T/ Source:Google Earth 2018, GeoTek Field Observations, 2021. Not to Scale FIGURE 2 SITE EXPLORATION PLAN Pera Place is Northeast of N Black Cat Rd and Daphne St Intersection G E Q T E K Meridian, Idaho GEOTECHNICAL I ENVIRONMENTAL I MATERIALS Prepared for: Richmond Homes Project No: Report Date: Drawn By: 320 E.Corporate Dr,Suite 300, Meridian,ID 83642 231 1 -ID July 2021 JJK (208)888-7010 (phone)/(208)888-7924(FAX) APPENDIX A GeoTek, Inc. REFERENCES Ada County Highway District Development Policy Manual, Revised by Resolution No. 690, October 2003 ASTM, 200, "Soil and Rock: American Society for Testing and Materials," vol. 4.08 for ASTM test methods D-420 to D-4914, 153 standards, 1,026 pages; and vol. 4.09 for ASTM test method D- 4943 to highest number. Breckinridge, R.M., Lewis, R.S.,Adema, G.W.,Weisz, D.W., 2003, Map of Miocene and Younger Faults in Idaho, Idaho Geological Survey, University of Idaho Collett, Russell A., 1980, Soil Survey of Ada County, Eastern Part, United States Department of Agriculture Soil Conversation Service, United States Department of the Interior Bureau of Land Management, Idaho Soil Conservation Commission, University of Idaho College of Agriculture. Day, Robert W., 1999, Geotechnical and Foundation Engineering— Design and Construction Day, Robert W., 2002, Geotechnical Earthquake Engineering Handbook GeoTek, Inc., In-house proprietary information. Idaho Department of Water Resources, Treasure Valley Hydrology— Geology,January 2003 Idaho Department of Water Resources, Well Information, Well Driller Reports, 2002 Idaho Transportation Department CD-ROM Publications, September 2003 Johnson, Bruce R. and Raines, Gary L., 1995, Digital representation of the Idaho state geologic map: a contribution to the Interior Columbia Basin Ecosystem Management Project. USGS Open-File Report 95-690 Malde, H.E., 1991. Quaternary geology and structural history of the Snake River Plain, Idaho and Oregon. In: The Geology of North America, Quaternary Nonglacial Geology: Conterminous U.S., Vol. K-2, 252-281 pp. Othberg, K.L., 1994. Geology and geomorphology of the Boise Valley and adjoining areas, western Snake River Plain, Idaho. Idaho Geological Survey Bulletin 29: 54 pp. USGS, Cloverdale Quadrangle, 7.5-Minute Series Topographic Map, 1979. USGS, 2003, Seismic Hazard Map of Idaho, Peak Acceleration (%g)with 2% Probability of Exceedance in 50 years. GeoTek, Inc. APPENDIX B GeoTek, Inc. LOG GENERAL NOTES CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE-GRAINED SOILS Unconfined Standard Standard Penetration(SPT)or N. Compressive Penetration or N- Consistency Relative Density Strength,Qu,psf Value(SS) Blows/Ft Value(SS)Blows/Ft < 500 <2 Very Soft 0-3 Very Loose 500- 1,000 2-3 Soft 4-9 Loose 1,001 -2,000 4-7 Firm 10-29 Medium Dense 2,001 -4,000 8- 16 Stiff 30-49 Dense 4,001 -8,000 17-32 Very Stiff 50+ Very Dense >8,001 32+ Hard SPT penetration test using 140 pound hammer,with 30 inch free fall on 2 inch outside diameter(1-3/8 ID)sampler For ring sampler using 140 lb hammer,with a 30 inch free fall on 3 inch outside diameter(2-1/2 ID)sample, use N-value x 0.7 to get Standard N-value For fine grained soil consistency,thumb penetration used per ASTM D-2488 RELATIVE PROPORTIONS OF SAND&GRAVEL GRAIN SIZE TERMINOLOGY Descriptive Term of other constituents Percent of Dry Major Component Particle Size Weight of Sample Trace < 15 Boulders Over 12 inches With 15-29 Cobbles 3 inches to 12 inches Modifier > 30 Gravel #4 Sieve to 3 inches Sand #200 Sieve to#4 Sieve Silt or Clay Passing#200 Sieve RELATIVE HARDNESS OF CEMENTED SOILS(CALICHE) Description General Characteristics Very Dense to Moderately Hard Partially Cemented Granular Soil -Can be carved with a knife and broken with force by hand. Very Stiff to Moderately Hard Partially Cemented Fine-Grained Soil -Can be carved with a knife and broken with force by hand. Moderately Hard Moderate hammer blow required to break a sample Hard Heavy hammer blow required to break a sample Very Hard Repeated heavy hammer blow required to break a sample LOG LEGEND MATERIAL DESCRIPTION Soil Pattern USCS Symbol I USCS Classification FILL Artificial Fill GP or GW Poorly/Well graded GRAVEL GM Silty GRAVEL GC Clayey GRAVEL GP-GM or GW-GM Poorly/Well graded GRAVEL with Silt GP-GC or GW-GC Poorly/Well graded GRAVEL with Clay SP or SW Poorly/Well graded SAND SM Silty SAND Sc Clayey SAND SP-SM or SW-SM Poorly/Well graded SAND with Silt SP-SC or SW-SC Poorly/Well graded SAND with Clay SC-SM Silty Clayey SAND ML SILT MH Elastic SILT CL-ML Silty CLAY CL Lean CLAY CH Fat CLAY PCEM PARTIALLY CEMENTED CEM CEMENTED BDR BEDROCK SAMPLING SPT Ring Sample LNR No Recovery Bulk Sample Water Table CONSISTENCY Cohesionless Soils Cohesive Soils Cementation VL Very Loose So Soft MH Moderately Hard L Loose F Firm H Hard MD Medium Dense S Stiff VH Very Hard D Dense VS Very Stiff VD Very Dense TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-I 41 REMARKS aai a � a N = G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Brown to Dk. Brown,Artificial Fill Sandy SILT, Moist So Roots/Organics to 1.0' I — ML Brown to Dk. Brown,Sandy SILT, Moist F 2 — 3 4 — SM Brown to Dk. Brown,Silty SAND,Moist D Percolation Test Conducted 5 — at 4.0' 6 — Groundwater Depth at 6.3' 7 — per 7/15/21 Measurement GP Lt. Brown to Brown, Poorly graded GRAVEL w/sand and silt, Moist to D 8 — Saturated 9 — 10 — END OF TEST PIT @ 10.0- II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-2 41 REMARKS aai a � a N = G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Brown to Dk. Brown,Artificial Fill Sandy SILT, Moist So Roots/Organics to 1.0' I — ML Brown to Dk. Brown,Sandy SILT, Moist F 2 — 3 4 — SM Brown to Dk. Brown,Silty SAND,Moist to Saturated D 5 GP Lt. Brown to Brown, Poorly graded GRAVEL w/sand and silt,Saturated D 6 — 7 — Groundwater Depth Observed 8 — at 7.5' END OF TEST PIT @ 8.0' 9 — 10 — II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-3 41 REMARKS aai a � a N = G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Dk. Brown,Artificial Fill Sandy SILT,Slightly Moist to Moist So Roots/Organics to 1.0' I — ML Dk. Brown,Sandy SILT,Slightly Moist to Moist F 2 — SM Brown,Weakly Cemented Silty SAND, Moist to Saturated VD 3 4 — 5 GP Lt. Brown to Brown, Poorly graded GRAVEL w/silt and sand, Moist to D Percolation Test Conducted 6 — Saturated at 5.0' 7 — Groundwater Depth at 6.5' per 7/15/21 Measurement 8 — 9 END OF TEST PIT @ 9.0' 10 — II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-4 REMARKS G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Brown to Dk. Brown,Artificial Fill Sandy SILT,Slightly Moist to Moist So Roots/Organics to 1.0' I ML Brown to Dk. Brown,Sandy SILT,Slightly Moist to Moist F -X 2 3 SM Brown,Silty SAND, Moist D 4 — Groundwater Depth at 4.4' 5 — per 7/15/21 Measurement GP Brown,Poorly graded GRAVEL w/silt and sand,Saturated D Percolation Test Conducted 6 — at 5.0' 7 — 8 — 9 END OF TEST PIT @ 9.0' 10 — II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-5 41 REMARKS aai a a N = G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Brown to Dk. Brown,Artificial Fill Sandy SILT,Slightly Moist So Roots/Organics to 1.0' I — ML Brown to Dk. Brown,Sandy SILT,Slightly Moist F 2 SM Lt. Brown to Dk. Brown,Silty SAND, Moist to Saturated F 3 -X 4 — GP Lt. Brown to Brown, Poorly graded GRAVEL,Saturated D 5 6 — 7 — 8 — Groundwater Depth Observed 9 — at 8.0' END OF TEST PIT @ 9.0' 10 — II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-6 41 REMARKS aai a � a N = G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Brown to Dk. Brown,Artificial Fill Sandy SILT,Slightly Moist So Roots/Organics to 1.0' — Trash, Debris,and Scrap Metal Observed up to 2.5' 2 — 3 Brown to Dk. Brown,Sandy SILT, Moist to Saturated F 4 -X 5 GP Reddish Brown, Poorly graded GRAVEL w/sand and silt,Saturated D 6 — 7 — Groundwater Depth Observed 8 — at 7.0' 9 — END OF TEST PIT @ 8.5' 10 — II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-7 41 REMARKS aai a � a N = G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Lt. Brown,Artificial Fill Sandy SILT,Slightly Moist So Roots/Organics to 1.0' I — ML Lt. Brown,Sandy SILT,Slightly Moist F 2 — SM Lt. Brown to Brown,Weakly Cemented Silty SAND, Moist VD 3 4 — 5 SM Brown,Silty SAND, Moist to Saturated D 6 — Percolation Test Conducted at 5.5' 7 — — Groundwater Depth at 5.6' GP Brown,Poorly graded GRAVEL w/sand and silt,Saturated D per 7/15/21 Measurement 8 — 9 — 10 — END OF TEST PIT @ 9.5' II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-8 41 REMARKS aai a � a N = G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Brown to Dk. Brown,Artificial Fill Sandy SILT,Slightly Moist So Roots/Organics to 1.0' I ML Tan to Lt.Brown,Sandy SILT w/some cementation,Slightly Moist S -X 2 3 GP Brown,Poorly graded GRAVEL w/sand,Slightly Moist D 4 — SP Brown,Poorly graded SAND,Slightly Moist D 5 6 — Moist GP Brown,Poorly graded GRAVEL, Moist to Saturated D 7 — Groundwater Depth Observed at 7.0' 8 — 9 — 10 — END OF TEST PIT @ 9.S' II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s '0TEST PIT NUMBER: TP-9 41 REMARKS G E c 0 ( V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Dk. Brown,Artificial Fill Sandy SILT,Slightly Moist So Roots/Organics to 1.0' I — ML Tan to Lt.Brown,Sandy SILT,Slightly Moist F 2 — 3 4 — PCEM Brown to Dk. Brown, PARTIALLY CEMENTED Silty Sand, Moist MH 5 6 — 7 — — Groundwater Depth at 7.1' GP Brown,Poorly graded GRAVEL w/sand and silt,Saturated D per 7/15/21 Measurement 8 — Percolation Test Conducted at 7.5' 9 — 10 — END OF TEST PIT @ 9.5' II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 TEST PIT LOG LOGGED BY: TSL AE:�� PROJECT#: 231 I-ID METHOD: Backhoe PROJECT: Pera Place EXCAVATOR: Just Dig It CLIENT: Richmond American Homes of Idaho DATE: 7/I4/21 GE 0 T E K LOCATION: Northeast of N Black Cat Rd and Daphne St ELEVATION: SAMPLES s � TEST PIT NUMBER: TP-10 4J 41 REMARKS aai a a N = G c H V rn m 7 MATERIAL DESCRIPTION AND COMMENTS FILL Brown,Artificial Fill Sandy SILT, Moist So Roots/Organics to 1.0' I -X ML Brown,Sandy SILT, Moist F 2 SM Brown,Silty SAND w/some cement, Moist VD 3 4 — 5 SP Brown,Poorly graded SAND,Saturated D 6 — Percolation Test Conducted at 5.5' 7 — — Groundwater Depth at 6.5' GP Brown,Poorly graded GRAVEL w/sand and silt,Saturated D per 7/15/21 8 — 9 — 10 — END OF TEST PIT @ 10.0- II — 12 — 13 — 14 — 15 — 16 — 17— 18 19 — 20 — 320 E. Corporate Drive,Suite 300, Meridian, Idaho 83642 Office: (208)888-7010 Fax: (208)888-7924 APPENDIX C GeoTek, Inc. FIELD TESTS AND OBSERVATIONS (231 1 -ID) PERCOLATION TESTS The infiltration rate was determined by conducting percolation tests for onsite earth materials.The infiltration rate was determined in inches per hour in general accordance with the City of Meridian requirements. Infiltration rate results are presented below.The infiltration rates provided below should be used for design and not exceeded. USCS Soil INFILTRATION RATE LOCATION Classification (Inches/Hour) Symbol TP-I @ 4.0' SM 3.1 TP-3 @ 3.0' GP 24.0 TP-4 @ 5.0' GP 2.8 TP-7 @ 5.5' SM 2.1 TP-9 @ 7.5' GP 2.6 TP-10@5.5' SP 6.2 GROUND WATER MONITORING RESULTS Ground water monitoring results are presented below. Ground water elevation results are recorded in feet below existing grade. STAND- PIPE TP-I TP-3 TP-4 TP-7 TP-9 TP-10 PIEZOM ETER# 7-15-21 6.3' 6.5' 4.4' 5.6' 7.1' 6.5' Indicates a dry reading at the bottom of the piezometer "n/a" Indicates that the piezometer was damaged/missing in the field and no measurements were obtained. GeoTek, Inc. APPENDIX D GeoTek, Inc. LABORATORY TESTS RESULTS (231 1 -ID) ATTERBERG LIMITS Atterberg limits were performed on representative samples in general accordance with ASTM D 4318. The results are shown in the following plates. PARTICLE SIZE ANALYSIS Sieve analyses were performed in general accordance with ASTM test method C 136 and ASTM C 117. Test results are presented in the following plates. RESISTANCE R-VALUE AND EXPANSION PRESSURE OF COMPACTED SOILS Tests were conducted on representative soil samples, in general accordance with Idaho test method T-8 and AASHTO T-190, to determine the soil's performance when placed in the base, subbase, or subgrade of a road subjected to traffic. LOCATION R-VALUE @ 200 psi TP-4 @ 1.0'-2.0' 15 GeoTek, Inc. GeoTek-Idaho 320 Corporate Drive,Ste#300 7950 Meadowlark Way, Ste E Meridian, ID 83642 Coeur d'Alene, ID 83815 Phone: (208)888-7010 (208)888-7924 Fax: (208)904-2980 (208)904-2981 Report No: MAT:21-00556-S01 Material Test Report Client: Richmond American Homes of Idaho CC: 849 W. LeVoy Drive Taylorsville LIT 84123 Project: 2311-ID Pera Place THIS DOCUMENT SHALL NOT BE REPRODUCED EXCEPT IN FULL Sample Details Sample Description ' Sample ID 21-00556-S01 ML, Sandy SILT Date Sampled 7/14/2021 Specification General Sieve Set Sampled By Tyler Lydeen Location TP-4. 1.0'-2.0' Atterberg Liquid Limit: 34 Plastic Limit: 25 Plasticity Index: 9 Grading: ASTM C 136,ASTM C 117qM Particle Size Distribution Date Tested: 7/16/2021 Tested By: %Passing 100 .... ..............................................._ 90 .......................................... ............................. Sieve Size % Passing Limits 3/8in 100 80 N o.4 100 70 ............................................................. ........... N o.8 99 No.16 97 60 ......................................................................... N o.30 92 50 ......................................................................... N o.50 83 40 ._____....________........___. ............. ............ No.100 72 No.200 62 30 ............................................................ ............ 20 ............................................................ ............ 10 .............................................. ............. ............ 0 n o N Z Z z Z z Z Z Sieve COBBLES GRAVEL SAND FINES(61.8%) D85: 0.3500 D60: N/A D50: N/A Coarse Fine Coarse Medium Fine Silt ClayD30: N/A D15: N/A D10: N/A (0.0%) (0.0%) (0.4%) (1.2%) (11.1%) (25.4%) Form No:18909,Report No:MAT:21-00556-S01 ©2000-2021 QESTLab by SpectraQEST.com Page 1 of 2