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Application Materials Charlene Way From:clerk@meridiancity.org Sent:Wednesday, November 18, 2020 4:31 PM To:Charlene Way Subject:Development Application Transmittals - Vincenza North Subdivision H-2020-0108 To help protect your privacy, Microsoft Office prevented automatic download of this picture from the Internet. Development Application Transmittal Link to Project Application: Vicenza North Subdivision H-2020-0108 Hearing Date: December 17, 2020 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: December 17, 2020 Planner: Joseph Dodson File No.: H-2020-0108 Project Name: Vicenza North Subdivision Request:  Rezone a total of 63.56 acres of land for the purpose of rezoning 41.58 acres to the R-8 zoning district and subsequently reducing the C-C zone from approximately 37 acres to 3.67 acres, reducing the L-O zone from approximately 10.6 acres to 1.56 acres, and increasing the C-G zone from approximately 13.2 acres to 16.76 acres;  Preliminary Plat consisting of 169 single-family residential building lots, 6 commercial building lots, and 8 common lots on 56.99 acres of land.  Modification to the existing development agreement (Inst. #: 2019-055407) for the purpose of removing 76.58 acres of land north of W. McMillan Road and west of N. Ten Mile Road from the boundaries and terms of said agreement and enter into a new one, consistent with the proposed development plan, by Bridgetower, LLC. Location: The site is generally located in the northwest corner of N. Ten Mile Road and W. McMillan Road, in the SE ¼ of Section 27, Township 4N., Range 1W. Planning Division EI DIA `�T--l HEARING APPLICATION GAHO Type of Review Requested Hearing File number: H-2020-0108 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicantname: TERRY OBRIEN, WHPACIFIC, INC. AN NV5 COMPANY Phone: 2082758744 Applicant address: 690 S. INDUSTRY WAY, STE. 10, MERIDIAN, ID 83642 Email: tobrien@whpacific.com Ownername: TERRY OBRIEN, WHPACIFIC, INC. AN NV5 COMPANY Phone: 2082758744 Fax: 2083425353 690 S. INDUSTRY WAY, STE. 10, MERIDIAN, tobrien@whpacific.com Owner address: I D 83642 Email: Agent name(e.g.architect,engineer,developer,representative): TERRY OBRIEN Finn name: WHPACIFIC, INC.AN NV5 COMPANY Phone: 2082758744 Fax: 2083425353 Address: 690 S. INDUSTRY WAY, STE. 10 Email: tobrien@whpacific.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/street address: Assessor's parcel number(s): SO427417210 Township,range,section: 4N 1 W27 Project Description Project/ApplicationName: Vicenza North - MDA, PP, RZ Description of Work: Narrative Below 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information APPLICATION TYPES Is this application exempt from fees?: No Development Agreement Modification-MDA: CHECKED Preliminary Plat-PP: CHECKED Rezone-RZ: CHECKED ADDRESS VERIFICATION Address Verification Permit Number: LDAV-2020-0272 TYPE OF USE PROPOSED Commercial: CHECKED Single-Family Detached: CHECKED PROPERTY INFORMATION General Location: NWC Ten Mile & McMillan, behind WalMart Current Land Use: Vacant Total Acreage: 56.99 Prior Approvals(File Numbers): H-2019-0001 (MDA) Traffic Study Required per ACHD: Yes Has a traffic study been accepted by ACHD: Yes ZONING DISTRICT(S) R-8: CHECKED R-15: CHECKED C-C: CHECKED C-G: CHECKED L-O: CHECKED FLUM DESIGNATION(S) Mixed Use Community: CHECKED Acreage-Mixed Use Community: 56.99 PROJECT INFORMATION Site Plan Date(MM/DD/YYYY): 10/26/20 Landscape Plan Date(MM/DD/YYYY): 9/2/20 Elevations Date(MMIDD/YYYY): 9/2/20 Who will own and Maintain the Pressurized Irrigation System in this Development: City of Meridian Irrigation District: City of Meridian Primary Irrigation Source: Surface Secondary Irrigation Source: Existing Wells Number of Residential Units: 169 Minimum Square Footage of Living Area(Excluding Garage): N/A Gross Density: 4.17 Net Density: 6.30 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 What was the date of your pre-application meeting?: 10/01/2020 What was the date of your neighborhood meeting?: 08/13/2020 In Reclaimed Water Buffer: Yes 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: 41.58 C-C: CHECKED Acreage-C-C: 3.67 C-G: CHECKED Acreage-C-G: 16.76 L-O: CHECKED Acreage-L-O: 1.55 PLATS ONLY Number of Building Lots: 175 Number of Common Lots: 8 Total Number of Lots: 183 Minimum Lot Size: 5321 sf Average Lot Size: 6780 sf Area of Plat: 2,482,484.4 sf Plat Date(MM/DD/YYYY): 8/13/20 QUALIFYING OPEN SPACE Open Grassy Area(min.50'x 100'): CHECKED Collector Street Buffer(s): CHECKED Arterial Street Buffer(s): CHECKED Other Qualified Open Space: Multi-use Pathway Acres of Qualified Open Space: 5.29 Percentage of Qualified Open Space: 10.8 QUALIFYING SITE AMENITIES Other Qualified Site Amenities: Multi-use Pathway TIME EXTENSION INFORMATION Number of months extension: 24 APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Terry O'Brien MISC Is new record: NO 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 5 N�V`� DeRvering Solutions Improving Lives October 27, 2020 Mr.Joseph Dodson Community Development City of Meridian 33 E, Broadway Ave Meridian, [D 83642 Subject: Vicenza North Rezone, Preliminary Plat and Development Agreement Modification Application Dear Mr. Dodson: On behalf of our client Bridgetower, LLC we are pleased to submit this application for rezone and preliminary plat with a development agreement modification for Vicenza North. I Project Narrative&History Located near the northwest corner of McMillan Road and Ten Mile Road, Vicenza North encompasses 56.99 acres and is the final remaining acreage from the original Volterra Subdivision. Initially submitted in 2005,the property was approved primarily for the development of residential lots. Ultimately the project gained favorable support and approval by the City of Meridian. Subsequently,in 2008,an application for a change to the Volterra Subdivision was submitted by Quadrant to modify the approval. At that time,the applicant was in talks with a local hospital who was interested in developing the property as a hospital/medical office site similarto the 5t. Luke's facility which currently exists on Eagle Road near 1-84. Zoned Commercial and Light Office, the concept plan developed at the time was designed to include a main hospital building and secondary.upport medical facilities.As a result, an application was made to the City of Meridian requesting to accommodate the development that was being contemplated, and it was ultimately approved. Unfortunately, due to various market forces and other considerations, the plan to develop the site as a hospital with supporting medical facilities was abandoned. Over the last decade the area surrounding Vicenza North has experienced tremendous growth and development. Our client, Bridgetower Investments, LLC (and associated LLCs) is intimately aware of that growth since acquiring and developing various parcels of land in the area. Having purchased the remaining phases of the original Bridgetower subdivision in 2010, our client elevated the quality and appearance of the remaining phases of Bridgetowerwith the implementation of brick paved roads. Seeing the success and demand for Bridgetower, our client continued those efforts west of Ten Mile Road by replicating the successful formula found in Bridgetower and providing finished lots for much needed homes in the area. s S 690 S. Industry Way, Ste 10 • Meridian, ID 83642 • T 208.342.5400 • F 20a,342.5353 • www.NVS.com I I f I In the meantime, our client continued to field requests for the commercial and light office ground not only in Vicenza North but also at the southwest corner of Ten Mile and McMillan Roads; however,those parcels remain undeveloped. Then Walmart entered the area with the development on the northwest corner of the intersection and Costco was approved .5 miles north of the site. In that same timeframe, the Bainbridge Subdivision was approved immediately to the north of our project site as well as Vicenza Subdivision to the west. Bainbridge was quickly built out and homebuilding in Vicenza is nearly complete. The rezone and development of residential lots in Vicenza North will connect and compliment these newly built communities. Our client continues to experience a robust demand for residential lots in the area however demand for quality commercial / light office opportunities remains law. With the success of Bridgetower and the Vicenza/Volterra Subdivisions,our client has decided to respond to the market's demands.Thus we began work to rezone a portion of the property back to residential, reduce the number of commercial acres and rezone 41.58 acres to R-8 residential zoning. While we have reduced the amount of commercial acres the remaining commercial ground is appropriate to add tenants that fit with the neighborhood and the needs of the city. Consequently, the redesign of Vicenza North is comprised of a thoughtful mix of uses that are interconnected with streets, pathways, public and semi-public open spaces consistent with the goals of the Mixed Use Community comprehensive plan designation. Like Volterra/Vicenza Subdivisions, the residential lots will continue the same character and quality of development with homes, 5.29 acres of open space, along with the same (and uniquely original to our market) brick paved roads within the residential portion of the project. The redesign of the site contemplates 1.55 acres of f-O limited office, 16.75 acres of C-G commercial zoning designation with building pads fronting Ten Mile Road to attract strong tenants. These lots are buffered from the residential portion of the project by a spine road that runs through the site connecting Ten Mile to the existing Vicenza community. Along with the larger commercial users anticipated next to Ten Mile, we have developed 3.67 acres of neighborhood commercial in the center of the site. This neighborhood commercial component is directly south of the newly contemplated residential lots and adjacent to the extension of the City's pathway provides the connection from Ten Mile Road to Black Cat. The neighborhood commercial component is designed to provide smaller commercial buildings and plazas for outdoor spaces and gatherings. It is intended to be a walkable destination and will further foster a sense of community far the residents in the area. We also believe that the redesign of this site couldn't be more timely.Over the past decade we have seen tremendous growth and advancement of technology and telecommuting. This has prompted a large portion of the population to move away from the traditional model of working in an office and instead many people are able to work from home and reducing a company's overhead costs. We have seen this firsthand with the residents of Bridgetower whereby the demand for floorplans with home offices is huge very strong often with at least one occupant working from home. This has been a growing trend with the homebuyers/residents, a trend that was recently accelerated by the COVID-19 pandemic. Locally, as well as across the nation, the COVID-19 has caused an unprecedented number of people fleeting more densely populated cities for ones like Meridian. The pandemic has also resulted in many companies realizing that their employees are just as productive working from home and are able to reduce their office footprints; in some instances larger companies have even begun exploring the opportunities to convert underutilized existing office buildings to residential units. Page 2 of 3 Keeping a close eye on the vastly changing market conditions and demand, the rezoning and redesign of Vicenza North is uniquely poised to respond the recent changes in our world and how we live and work in our everyday lives as well as provide the current and future residents of the City of Meridian with the residential options they are looking for. For all the reasons discussed,we believe that this rezone and redesign of the site compiies with the city's comprehensive plan for the Mixed Use Community designation, city ordinances, and goals of the City of Meridian. The addition of the single family detached residential component will help in the effort to relieve some of the housing shortage pressures we are experiencing, while more proportionately distributing the larger commercial components along Ten Mile Road, giving way to the highest visibility areas of the site. The neighborhood commercial component will serve as a pedestrian accessible destination place for the surrounding residents and the mix of housing types (R-15 and the single family detached lots)will make Vicenza North a highly sought after community and a great addition to the City of Meridian. We thank you for your time and consideration of our application. If you have any questions, please don't hesitate to contact me. Sincerel , l�l Matt M. Munger, P.E. Director of Land Development enclosures Page 3 of 3 i f bo o t ADA COUNTY RECORDER Phil McGmne BO€SE IDAHO Pgs=12 HEATHER LUTHER 1110'112619 03:44 PM - Ptoject mama:Tern Wle Rd,PAcMllian Rd to Chiliden Blvd PIONEER TITLE CO4iPANY OF ADA COUNTY $15.00 Prvlact: 5t 8D34 Name;804galower Investments.LLG €'F-i;>✓msom'.' :. i `is;�v •,�G ff�f RtW parcel No: 3,4 t•, F:3FnMf E) 1 t.t7• T4N,RIW,Sec.27 F i it%F'�5! ;'.'t?ff;3p r £l AS APW$0427438403,SW7417200 (Reserved for Ada County Recorder) WARRANTY DEED THIS INDENTURE,made this ��J day Qf_ c�,a���� ,201L by and between, - BRIDGE'I't3WER INVESTMENTS,i LC,an Idaho limited liability company,the GRANTOR',and ADA COUNTY HIGHWAY DISTRICT,a body politic and corporate of the State of Idaho,the"GRANTEE'; WITNESSETH, FOR VALUE RECEIVED, the GRANTOR has granted, conveyed, bargained and sold, and does hereby i grant,baron,cell,convey and confirm to the GRANTEE and its successors and assigns forever,that certain real property situated in the COUNTY OF ADA,STATE OF IDAHO, more particularly described on Exhibit W attached hereto and by this reference made a hart hereof, ( TOGETHER with all and singular the buildings,structures,improvements and fixtures thereto.If*tenements, hered'ilaments and appurtenances thereuntu belonging or in anywise appertaining, the reversion and reversions, , remain&, r and remafnders,and rents,issues and{profits thereof(the`Pre;mises'), i SUBJECT TO those exceptlonsto title to which this convayarlce Is expressly made subject,more particularly I described on Exhibit° and those mods,sutfeled or dote by the GRANTEE:(a)the GRANTOR covenants to the GRANTEE, its successors and assigns, that the GRANTEE shall enjoy the quiet and pea[,fuf possession of the i renlfses;and(b)GRANTOR warrants to the GRANTEE,its successors and ass�ns,that GRANTOR is the t]mer of said Premisaes in fee simple and has the right and aulhorlty to convey the same tG GRAN TEE,and GRANTOR will defend the GRANTEE's Hilo from all lawful claihls whatsoever, 1 The current address of the GRANTEE is: I .Ada County Highway District 3775 Adams Street Garden City,Idaho 83714-6499 760 Ada cttmly irghwsy 04W(A"o)4ouff mllWd Imcomp Wa swM To VI orate Civil Rfgbts Act of W end refaced rageloilona and ff-m0vna.ACHO aseales utui As pe on$hall on U grourtds of race,color rtailan0l ano gendar,dissbYiIy or no,m excwdd d town pardOOm N,W danlad thebenW5 of.or be alltomm sub}tW to&odrPdnat xi under any PCf1@ saNCP-PfOL' )W Wnity. Page 't of 12 0311a12020 3:31 PM S l 3 P€oject Nam Ten Mile Rd,McMahan Rd to Chtnda€I Blvd Project: 518030 Name:Sridgelower tlavestroents,LLC Rffl Parcal Na: 3A TO,RIW,Sec.27 APN' $0427438403,80427417200 IN WITNESS WHEREOF, this WARRANTY DEED has been duly axwc ed by the GRANTOR, the day, rwnth and year herein first above wfitten, i GRANTOR-. Blidgetiower lnvestf tents, C, Its: I State of M }ss - Ccunty of This record vras acknowledged Before me on this dap of 201 , by of (SEAL) Signature of Notary Public My commissfon expires: - I The Arta County f tighway NW(ACHD)N mmmittadta mflgamavAW Vo V1 of the Ca Rights A0 of UR and relalod mplatkm dW dfrec Y4a*. ACHO gswros thw(*pusm*4 on twwoursls of race,saxr,national orl,�n',,gwd&,dlwtglyugk bo s,eluded hm paftt abw In.to d9nW tho hanebls ol,or hao�toWise VAJO ked IDfw'wrraum]JOV my ACHO setvfta,pmgran ar aoCviiy. Page 2 of 12 03/16/2020 3:31 PM s i 0 E CALIFORNIA ALL,- PURPOSE CERTIFICATE F ACKNOWLEDGMENT A rotary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, l and not the truthfulness, accurac y, or validity of that document. State of California } County of Can before me, in aru fnseK nam na Ulu EW 111D o car l personally appeared ' ' T who proved to me on the basis of satisfactory evidence to be the persons}whose names)iae svbscrlbed to the within.Instrument and acknowledged to me that heleheAhw executed the s; me in his/hedtheir'authorized capacit , and that by hlslherltheir signatures on the instrument the person(u-,or the entity upon behalf of which the persons acted, executed the instrument. I t I certify under PENALTY OF PERJURY under tha laws of the State of Califomia that the foregoing paragraph is true and correct. I E � WITNESS my hand and official seal. C54,4MENE3.+IYAYA Notary Pub!!C-C-Afnmia, ri I 5 tan is:auS catim', I _ fnmmissiflna22f7775D MY Comm.Exotics Rug 25.2+72f P Notary public Signature e1r (Notary Public Seal ADDITIONAL OPTIONAL INFORMATION FOR Can�zPL>�xzN�THIS FORMTf3isfoYm camplFeS wlrl+ curxeat Cafifarnia Statutes regnrd+rrg+rarary wordi+rq soil DESCRIPTION OF THE ATTACHED DOCUMENTif+teeder�sl+oufd be cnn+pte+ed and artaol+ed to d+e dnceune+tt,tfcfatowtPdg+xarus f vw orhersrates maybe eompfered for docantems being xenr to fhatsrmle sd 1-nn y as she wording darts+rat require the Crrdsrbntia oo[ary to violate Calif&rnla notary ! A- � lrnv. (flllta�dasrdpiionoratlach,: dncumaalJ o state and County intorma4on must be tha Stain and Caunfy where the document 1 signzT(s)peraomally appeared before Ilia nolary public for aclWowiedgmenl. a Tate e£,letarizatioa most he the data that the signers)personally appeared w3ticis s IFills or desc,iplion of afieched document earimized} ratia alsu be!ha same,date the acknowledgment Is campteted. 6 The notmmy public must print hia nr her name as it appears withkrt his yr 13ar � dumber of Pages_m _Document 0ate< commission followed by a cotmnma and then your title(no Imypuhlie). a Print the namc(s) of docuincnt s1pot(s) who personally appear al the time of s notarization. CAPAGiTY CLAiMi;I]BY THE SIGNER + Indicme the correct Susgnlar or plural fn-ws by crossing off incorrect forms 0,tw s koslsei4W,-is lure)or circling tho correct(arms,failure to corrcaily istdiclstc this © Individuai(s) ink motion may lead to rejection ofdocamentrecarding, 0 Corporate Officer e The,notary sal imprc.moa [must he clear and pbotographically Icpraducibla. [ Impression must cat corer text or Sines.If seal impression smudges,re-Seal if a k t}S} sufftctaat ores permits,otherwise complete a different acknowledgment Form. Pa> n�r S n Signature of the notary public must match tiro signature on Sic until the office of l tho county clerk. © Atto,ney-In-Fact Additional utformation is not required bid.could Help to unsure this b� �] i ruStE B�S} ttcknnwled�ent is not misused or attached to a different doaumenl. Indicma litla or type of attarhtd document,number of pagcs and date. © Othar :y Indicate tlic capacity claimed.by the signer.If Ate claimed capacity is a - corporate officer,indicate the title(i.e.C54.CFO,Scaralaty). 2!li 5 V,=rslon w&vw,NolnryClasses.caw, 800-773-9865 o Sccaroly attach this document to the signed doeument with a staple. Page 3 of 12 0311612020131 PM EXHIBIT A f AMID ho)ect:'l on Iviiie Road(M"Him Road to Chinden Blvd) ACID?Project No,:518030 ownr,r:€3ridgelbwer Invenne3nts 1'LC AM-8042743$403 5eation 27,T4K,RM,13M Marvel Required Right-Of Warr A parcel of land Icing a pot tion of Parcel$of Record of S► vey Nov 8439,filed as Instmw--n# Number 106113849,COf0al Rcoords,.Ada Couixty,Idaho,siMafed in tho Booth 1/2 of tho Souft.Ldf Qo€ er of Section 27,Township 4 Noxtli,Range 1 West,Boise Meiidian,Ada County,Idaho,more partionlarly deserlbed.as follows: A COCA;CTNG at an aluminurn cap monumeat marking the soutlteast corner of said S Wion 2.7 from whidt m alum-inum cup monument marking the nerds t cnmer of said Southoast Qtv-rtcr b us N 00121'16"E a distEmoo of 2644.40 feet; Thcuce along;the Est litre ofsaid Southeast Qua}-ter,.N 001121116"B a distance of 1322.18 feet; t Thence leaving said east litre,N 89'18'S8"W a distance of 25,00 feet to the noktl esst o=er of said Parcel P and the POINT OF BEGR NING; `li ce long the out li ao of said Parrc1 B,a d0°2 V 16"W R durance of 9.47 feet to tb;s t:n fir lint.o f a right-of orgy acquisition described in a Warranty Deed recorded as Instrument Number 108 M883, Official Recozcis,Ada County,Idslio; Thenm along the north line of said W=wi y Deed.,N 89138'46"W a distat=of 8.00 f=t to the nortlt'+zs est i rGmcr of said WaTnmt.y Deed, Thence along,titre west line said Warranty Teed and rlxe w*st—�1y boundary of u right-of way acquisition 6,aScn`bed in a Warranty Dead recorded as Insb-amentNum'ber 10812,2881,Official Records,Asia County,Idaho,along a line parallel with and rrteast Ong 33.00 feet west of the east 1iu'r of�tid Southeast Quarter,8 t7°21.'16"W a distance of3l5.14 feet; Thence oo ntit►uing alotig tho westerly boundary oiflast said Warranty Deed,N 89"39143"W a distance of 13,00 feet to a paint on the easterly bo=dnay of Paruef A of said Rocurd of Sur my; i I 71er..ce along said easterly bnundmry of said Parcel A,N 0121'10"F a distance of 140,51 feet; 1 'ritcuim contfnuung elong said easterly boundary,N 89°15'19"W a disti cr of 18.00 i'cet; T`honge leaving;said easterly boundary,N 33°52'23"F,a rliatance of 14A fet; (Description continues on Page 2) Page 4 of 12 03/1612020 311 PM I EXHIBIT k ACHD PrajePt:'Fein Mile Road(i *ffii.sn Road to Chinden Bind) r� PrajeotN�.:51;�034 Pareel 3 RegWred Right-Of-Way (cantynued} - ']huncz alang a Eno parallelwith ap-d mAmrimg 16,001cet west�,f the e"t lzue of laid SnL,L v?e WE Qwirter,N 0°21'16"E e disi ce of 110,60 fi�c i; Thence N 2'13'05"B a disc m.;e of 61.50 feet to t1 o nords line of saii Parcel B; The=along the,nmth line,of said Psael B,5 8901 S'53"P a dirt mct of 29,00 feet to the P03N`I` OP BP. I NING; Said d Lscnl)M Parcel contains 6,126 scare feet{6.144 acrf.)and is subjtct to any covenants, rm V itions or easirnmta of rmord or in me. Ada Cot)�liighlvay Dirtrict i� ee€ui��r S7 2(1i 8 �B +gym s�`�•�_ � I e Page 2 �,' .e?i Page 5of12! 03/16/2020 3:31 PM �d Sod M8 sod PEI U-j Fll cis wt 0 (9 ;C' 0 CA V) L) U- b) > ul 0 zo OD C�g gm �E 00 V) 0 Lli c-C� cq Ld cwe IUL'l n 03 tn 0 rxs CL V) CS to ZC) m Lj` co LL)M Lq It 0 < a_ Cif z 00 ra 5 00 V) ui V) w - Page 6 of 12 031161202 0 3;31 PIA 3 E-Xf 110 4 I°, A.CHD Pmjer.t:Tea Milo Road(MOMillan Road to Cbinden Blvd) ACHD Project No.,518030 OWTIe'r; LLC Alai,S{}42741'7200 Section 27,T4N,REW,BM -Parcel 4 Required Right-Of-Way s A parcel of land being a portion of the.land dcacrlbed as Pamel 2 In that Spaial WanwV Deed @ recorded as Tnstmment Ntrnlxer 111045109,Official Records,Ada County,Idaho,situated in the Southeast QMTter of Swtioia 27,Township 4 Nortb,RaGg$1 Went,Boise Meridian,Ada County, Idaho,Mare gartirularly described as follows- COMMNCINO at an Ourninnm cap monument marking the aoutheast corner of said Section 27 from whic4 an alwninrun,-ap monmuent marling the northeast comer of said Southeast Queries hears N 00°21'16''E u distance of 2,64 .40 feet; Thence along the east line of sari Southeast Quartw,N 0"21'l 6"E a di#aa,ee of 1322a feet to t.1te P03NT OF BEGINNING; ThMM Wviug said east lble,N 89*18'58"W a disttmee of54.00 feet along the south line of l'arcal 2 of'said Special Warranty Deed; Thence leaving said south luxe,N 2°07'35"E a distance of 194.04 fmt; Thence along a lime parallel with and measuring 48.00 feet west ofthe east line oftaid Southeast Quarter,N 0'21'16"E a distance of 3118.73 feet; nmee N 89,139'0t"W a distance of 11.00 feet; Themw along a line parallel vrith and measuring 59.00 feet west of the east tine afraid$mjtheast l Quaattes,N 0"21'16"E a distance of 19.41 het; "Thence S 89°39"01"E a di5ftrice of 10.00 feet; Thence along a line parallel with and measuring 49.00 feet west of the ear#line of said southeast Quarter,N 0"21'l ti'E a distance of 613.59 feet; [ i Thence N 99139'01"W a distance of 6.00 feet; f 'Ae nao along a line parallel-with and rnea ufmg 55.00 fe-Dt west of the.seat Liao of-said Southeast Quarter,N 01"21'1E'E a distance of 1Q6.51 feet to the north line of Parcel 2 of said Special W ananty Deed; (Description Continues an Page 2) Page 7 of 12 0311E12020 3:31 PM i ACHD P4epf Tm Mile Road(Pdc+M=Road to Madeu Blvd) ACIM project No-518030 Parcel 4 f Ragered Right-Of-Way (cQntinn� Thence along the north Eno of Parcel 2 of aaid Sapeeial WaMtyneed 9 89"2I'07"lr a distance Of 55.00 feet to the noAeast coa'ner of said Southeast Qumlcr, 'ihonae along tha east Zinc of said SOUthcOst Quartec,S 0121'1,6"W a distauoe of 1322.22 feet to the POINT Cep 1RECr1NN€NG. Said parcel contains 65,618 squaxe feet(1,506 rare),which includes 33,053 stye fcet(0.7�9 acre) of Previously dedicated ri P Y ght-of-way.Said parnei is suksjec#to any metvaflons or easemcnfs of mord or in use. Prepared by:1randon Johnson,P S � Ada County Highxvsy Distdt t a March I ,2419 I �r 12 77 or- q ..y j i 1' e 3 A/0 Page 8 of 12 0311612020 3:31 PM f f fy POS hilt+ 1 4 (—nu�i wry cnen r�l m m g - - POB PE w ca ca Ou D© cc cow alKa a ra to cLq L4 �A t, cj� to -a 7b m ran -_ t►� ka c0 ter (O rn ca (0 _ I ;c7 r7 �' r7 C]Ci t7 C7 tp U3 G7 '? Fri fz I rn ° III r M � ce ! "EY to 0 RE: tA I Q Q ua l C �1 p Q CD 0 Q --r r z }3 .tea La 0) Q w 4v rri �. cr, r b ;m z C J cp " r toCA F rq (14 r 3' y, cs r>r 'r f to a� [ �p z f c� ryaFEe 1 �� � z 1 a v? -4 m y ar...w.......-,_. I rT, a w 1,M0 0 > uy � m 1� f '�:... amp _ z E i1► ' 1 Cy7 Page 9 of 12 03/1612026 3:31 PM e I Project Dame: Ten Mile Rd,McMillan Rd to Chinden Blvd Project: 518030 Name: 8f1d9etDWer investments, LLC R/W Parcel No: 3A T4N, RM See.27 APN: S042742W3, 80427417200 EX WIT B 19 WARRANTY DEED Order No,:553934 AGHD Parcel No,3&4 k f 12. Ri6ghts of vay as disclosed by available maps, 1 or: Teri Mile.Read 11, 'f enris,conditions,and provislnns of Developnjuni Agreement: Bet keen'- City or Meridian,E.L.Sews;Owner, Young Funds,Ltd.,repm.stinted by €Marty D. Young,❑tamer,and Pl•imelaad f]evelapmeut-Co..U,P, Development Dated: Novembei,2.2001 Recorded: November 8.2001 Iostrunacul No.: d 01 l 17652 1 a Addeneluinfamendmertt to said Agl cement Rewrded: May 22, 200$ Instrurnent No,: 1080SM5 3 i 14, "ferias,conditions,and provisions of Devetoprtacnt Agreement: BeNveen: City of Meridian,Mtuy Floyd an(] FU"&Shirley Utvs,Bows t`antily Limited'1'rust and Prirneland Development.L.LP Dated: februaty 11,2006 Recar(led: March 7,2006 Instrument No.: )06034786 . Addenduinlamendnyent to said:Agreement Recorded: April 9,2009 Ilistrurnont No.: 109040246 Addend m/ui endment to strict Agreement Recorded: .tune 3,2010 instrument No.: 110051282 Addendum/amendment to said Agl-eement Recorded: August 25,2010 Instrument No.: 110078720 Acldendunilamendment tv said Agreement Recorded: September S,2010 Instrnfnent No,: 110083539 Addendtim/amendrmeni.to saki Agrecinent Recorded: February 2,201 Instrument No.: 1 1 1010393 The Ada CaunE f#ighway OiOdd SACHD)is comrmiled to mwl+ante with Tithe Vi of M Ch+l Rights Act of 1964 and rei&d regutatiaas and dimdvea.ACHO assures fhal no parson shall on tha mounds of(ace,color,natlonaf a&,gender,d:sabUy o:nga,be axdudad from parkipelian in,be t saw we benefits 61,or he 0k) rv;isesuhjealed to disakilinelion under anyAGH6 suvim,program or advky- Page 10 of 12 03116/2020 3:31 PM Protect lame-Ten Mile Rd,hlcMiliafl Rd to Chiriden Blvd Projeot: 51 8W0 e Name: Brldgetower fnvestrnents,1 LG R;W Parcel No:3.4 T41N, R1W. Sec,27 APN.,SO427438403,80427417200 15. MnIters disclosed by Record of Survey: s S urvey No,; 4369 Recorded. SepEernher 2, 1998 Fnstt-miriu It No.: 98084692 16. Terms.conditions,and provI'si0ns of Ccnperative ConMr€ration anti Rolm€bursement A €oxment: Between:City of Meridian and Prime[a€td Do vet opnient Co.,1.1,P Dated: July 1,2008 Recorded: Jttly 22,2008 Instrument No.: 108093525 17. An ensvinuut von tairibig certain tel•ms.OoWfit ions And provisioiu aflcctin it port'i()13 f said prelriiscs ai3d for•ille purposes Ste Ied E1rerein By and Between: The Bewts Fainily LimRed Parwership,a t Idaho Iin3iwd partners#rip and WaI- Mail Stares, 1€1c.,a Delawam corporation Recorded: September 8,2010 lnstrunioutNo,: 110083541 First Amen<hTicnt to Reciprocal Access nasenient Apreen3erit j Recorded: ❑ctobur 10,2013 I Instrtlttiont Nn,: 1 1.31 14200 18. ,Ferns_CA)IIdiI ions,aIId proyisioos of Rex iprocaI Access Easement Agree€neat: Bctwcen: f11e Bews Fri€oily Limited PaOnorship,au Idaho Iirnited paanelship nrrd Wal-Mart Stores, Ijic,,a DaLiwk)re corpotAI oI D]Iwd: June 17,20I0 Rt'cordecl: Sop te3ribe),$,2010 I1114rLli ent No,: First A mei dnieril to Reciprocal Access F3aseiu nl A, e,mcnt Recordeed: OaWher 10,2013 Iristrument No.: 113114200 19. `1'�i7ns,cntltiili[€ns,acid prravisions t3f tr•€•igation ase€r3entA�r�e€�telit; 13atrvee33: WaInia1.1 S€ores,Inc_,a DeIawarecarparation and Bridgetower 111vostrnents,[.:LC,nn Idaho Iimited Iir€hif1 ycompany Datcd: October 2.2013 R"orded: October 31,2013 1nsIru€meat?+1a 113120780 The Ada County Hfg6'Hay t3istrM{ACHC)1s comrnWil to compriance valth 7I11a VI of the Clvll Rlqhts Ad of 1954&W related regulations and diriaWves. ACHD assures N1 no Arson shall on ihetgroua--s of taw.color,natimal oiWm.gender,disab}lRy or age.be Wudw[rori parwpa(ion in,N denied 10 IwWts uf,or he 03hewii a subjected to discrinualion under any ACHt7 surke.program orae ylty. Versiw:5120106 Page 11 of 12 03116/2020 5:31 PM 1 [t3 l' Project Name:Teri Mile Rd,MoMfllan Rd to Chinden Blvd Project: 518330 Name: 6fidgelower Investments,LLC R)W Parcel No: 3,4 T4N, RIW, Sec. 27 APN:S0427435403, U427417200 20. Covena llt8,C'nnditions_Res Iviet ia n s,Reservations,and ffiaSe men ts Dated: hine 17,2010 Executed by, 'I'lte Bews Family Limited i�,artnersltip,an Idaho limited Partnership Rccorded: Septen:laer 3,2010 Instrument No.: 110083537 Del etin g or otrtittirag any cavcltntat,cortdiriot3 or rustriedon indicating a 17 Fr,Fore nce,Ii Ili i hit ion or cliscriminatioIi based on race,colon„religion,sex,hundhcaP,flmiIial"mtoS'Or 11atianaI arigi,n Iv the Cxtetst st,QI1 eaveltants.condiriotas or Ivstr iv,tiona violate 42 LISC 3604[c), 21. Terns,conditions.and provisions oi'Deveiopment Agreeme11V � B eIWee": City Df Meridian and 13ridgetoweI-Invesunents.LL.0 Darted: lane 25.2019 Recorded; .Retie 26.2019 Instrument No,: 2019-055407 CXIl1f31"f 13 i i i I The Ads County Highway Omtrid(ACHD)is evwrliitad to pa:rtpTance with Me Vt pi ft WRlghts Act 1964 and TON10 r4plafims anrd direeGves.ACHR assures that no persan shalt on Ja grounds of rate,C DY.nalkMal ongfn,gWe=r,d'mahlty or ago,be excludad irnm padigipafit,..in,N denied the benOls af,or be Wherwisa subjeclat to dtsetimisraron trrsdv any A£HD serviCp,pgram on pcpvity, version:500 Page 12 of 12 o3I1512020 3:31 PM .;` IandproDATA PDF IandproDATA f ro 1 * ith Bird Le -y - Z �s aw h of [ILI J h !I LID S -W- -�T-fl-T - - -A-- - --- - £ft#iH f---- - I 7iFCF} i Vicenza Commercial North -- Ten Mile Srrik �3r7r'.fv� I el tom= - h?1C Sf 1- aC Wo IOD i I 43°38'40.92" N 116°25'53.76" W Aug 03, 2020- IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 400 feet purposes only and do not constitute a legal document. VICENZA NORTH ZONING EXHIBIT 'LE s NO.10 BAINBRWGE BALVBRIDGE 9A[IORIDGE SUB. NO,8 SUB. NO.9 L VICENZA 67,941 SQ FT LAKES R-8 1-56 ACRES SUBDIVISION 1,811,023 SQ FT 41.58 ACRES VICENZA SUB NO. 3 C-C 890,193 SQ FT 20.44 ACRES INST NO. 2016039550 PARCEL 3 PARCEL A VICENZA SUBDIVISION SUBDIVISION PARCEL B VICENZA SUB DRAWING INFO 9HF-.F-.l FN.-O j VICENZA NORTH 229119-009937-0.0-0 IWALlr ZONING EXHIBIT 1 OF 1 14 3ENZA NORTH ZONN MIKE McCOLLUM ILI MATE 10 NOTTO SCALE VICENZA NORTHP, IMM."m WwWmaw November 10, 2020 Zoning —Vicenza North Zone R-8 A parcel of land being located in the SE114 of Section 27, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and being and comprising of a portion of Parcel A of the Property Line Adjustment Survey for Bridgetower Investments LLC., filed as Record of Survey 12520, Instrument No. 2020-122911 on September 18, 2020 in the office of the Ada County Recorder. and being and comprising a portion of the property described in Instrument No. 2016039550, and being more particularly described as follows: COMMENCING at a found aluminum cap for the southeast corner of said Section 27, (Corner I' Record No. 2016-064167), WHENCE a found aluminum cap for the 5114 corner of said Section 27, (Corner Record No. 2017-116131) bears North 88056'23"West a distance of 2654.57 feet; E l THENCE coincident with the easterly line of said Section 27, North 0"21'19" East a distance of i 2644.38 feet to the E114 corner of Said Section 27; , C THENCE leaving said easterly line of Section 27, running with and coincident with the northerly line of said Parcel A, North 89°21'28" West a distance of 371.42 feet to the POINT OF BEGINNING; THENCE leaving said northerly line of Parcel A, South 0°38'49" West a distance of 178.51 feet; THENCE South 700331" East a distance of 37.89 feet; THENCE South 36"43'9" East a distance of 28.72 feet to non-tangent curve; THENCE along a curve to the LEFT, having an arc length of 26.46 feet, a radius of 175.00 feet, a central angle of 080 39' 49", and a chord of South 48"56'56"West, a distance of 26.44 feet to a point of tangency; THENCE South 44637'2"West a distance of 46.20 feet to a tangent curve; THENCE along a curve to the LEFT, having an arc length of 129.24 feet, a radius of 170.00 feet, a central angle of 43Q 33' 32", and a chord of South 22°50'16'' West, a distance of 126.15 feet to a point of tangency; s THENCE South 1°3'30" Vilest a distance of 642.67 feet to a tangent curve; THENCE along a curve to the RIGHT, having an arc length of 273.63 feet, a radius of 175.00 F; feet, a central angle of 890 35' 19", and a chord of South 4505110" West, a distance of 246.60 I feet to a point of tangency; 5 THENCE North 89°21" 1"West a distance of 8 62.01 feet to a tangent curve; I THENCE along a curve to the LEFT, having an arc length of 156.77 feet, a radius of 175.00 feet, a central angle of 51° 19' 43", and a chord of South 64058'58"West, a distance of 151.58 feet to a point of tangency; THENCE South 39'19'6"West a distance of 150.37 feet to a point conterminous with the S northerly Right of Way line of N. San Vito Way and the southerly line of said Parcel A; THENCE coincident and running with said northerly Right of Way line of N. San Vito Way and the southerly fine of said Parcel A, North 47'48'14" West a distance of 37.61 feet to the southwest corner of said Parcel A; THENCE coincident with the westerly line of said Parcel A the following five courses; North 23012'30" East a distance of 136.21 feet; North 66047'30" West a distance of 231,99 feet to a non-tangent curve; Along a curve to the LEFT, having an arc length of 58.20 feet, a radius of 225.00 feet, a central angle of 140 49' 14", and a chord of North 001'10"West, a distance of 58.04 feet to a point of tangency; North 725'47"West a distance of 253.64 feet to a tangent curve; Along a curve to the RIGHT, having an arc length of 52.13 feet, a radius of 396.00 feet, a central angle of 070 32' 32", and a chord of North 3°39'32"West, a distance of 52.09 feet to a point of tangency; THENCE leaving said westerly line of Parcel A, North 0"6'44" East a distance of 350.96 feet to the southeast corner of the plat of Vicenza Subdivision No. 3, filed as Book 112, Page 16373 in the Office of the Ada County Recorder; i. THENCE coincident with the easterly fine of said plat of Vicenza Subdivision No. 3 and the easterly line the plat of Vicenza Lakes Subdivision, filed as Book 115, Page 17340 in the Office of the Ada County Recorder, North 0039'22" East a distance of 429.18 feet to the northeast i corner of said plat of Vicenza Lakes and the northerly line of the SE114 of said Section 27; THENCE coincident with said northerly line of said SE114 Section 27 and said northerly line of r.. Parcel A, South 89°21'9" East a distance of 1552.04 feet to the POINT OF BEGINNING. The above described parcel contains 1811022.73 square feet or 41.58 acres. more or less. s 4' f.' Together with and subject to covenants, easements, and restrictions of record. ; The basis of bearings for this parcel is North 88°56'23"West between the southeast corner and { the 5114 corner of said Section 27. s n k i' i Robert Grcmatzky,P;P.L.S. License No. 17216 f: 17216 d0/00. i, f r VICENZA NORTH R-8 ZONING EXHIBIT I POINT OF SECIN "' jrBRTDGEBAINBRlDGEN0.1❑ ll SUB. NO,B SUB. N0.989'20'5EC'W 31.42' 589'21'09"E 1552.04' S0 38'49"W 178 51' VICENZA ' LAKES R-8 SUBI3MSION 1,811,023 SQ FT S70'03'31"E 37.89'004 1 41.58 ACRES S36.4SWE 28.72' c7 Cl r� VICENZA SUB. CURVE TABLE S4437'02'W 46.20' N0, 3 CURVE # DELTA RADIUS LENGTH CH. BEARING CH. DIST. g ' C7 8'39'49" 175.00 26.46 S48'56'56'W 26.44 I Ri.r 18 43'33'32" 170.00 129.24 S22'11'16"11 128.15 C9 89'35'19" 175,00 273.63 545'51'10"W 246,e1) a C10 5119'43' 175.00 156.77 s64'S8'58"W 151.58 N ! C11 14'49'14" 225.00 58.20 N0'01'10'W 58.04 INST N0, 2016039550 PARCEL 3 C12 7'32'32" 396.00 52.13 N3'39'32"W 52.09 I f: *21 31.99' PARCEL A ! E 136.21' W 37.61' �� NB9.21'11'W 862.01'6'W 150,37' LVICENZASUBDIVISIONCOLEMAN� � SLTBDIVISION � � � Y f PARCEL B ! G ,1+ 11-11 4 a DINT OF COMMENCEMENT �v , SE CORNER SECTION 27 51�4 CORNER OF C[I�•`� ALUMINUM CAP I SECTION 27 CORNER RECORD NO. AWMINUM CAP 2016-064167 CORNER RECORD -- — -- NO. 2017-1161311 BASIS OF BEARING N88'56'23"W 2654.57' 5}i FE-NUM BER VICENZA NORTH ORAWIM3 NF0 027EET INFO R-8 ZONING EXHIBIT 2z .....as..............ssra,aa SHECKTRAw W� — i 5 3 of 3 ENZA NORTH ZONNI MIKE cHECNEn er, i til MIKE WCCLLLUM �n TEDIT :i+usr20 6911 S WAY.SUITE 10 VICENZA IV[JFZTH NOT TO SCALE PLOT)ATE P��Ynfw�VaCwl Y P i� November 10, 2020 Zoning —Vicenza North Zone L-❑ A parcel of land being located in the S E 1 A of Section 27, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and being and comprising of a portion of Parcel A of the Property Line Adjustment Survey for Bridgetower Investments LLC., filed as Record of Survey 12520, Instrument No, 2020-122911 on September 18, 2020 in the office of the Ada County Recorder, and being and comprising a portion of N. Ten Mile Road, and being a more particularly described as follows: is COMMENCING at a found aluminum cap for the southeast corner of said Section 27, (Corner r Record No. 2016-064167), WHENCE a found aluminum cap for the S114 corner of said Section 27, (Corner Record No. 2017-116131) bears North 88056'23"West a distance of 2654.57 feet; F. u THENCE coincident with the easterly Tine of said Section 27, North 0621'19" East a distance of 2467.52 feet to the POINT OF BEGINNING; 1. THENCE leaving said easterly line of Section 27, North 89038'41" West a distance of 213.82 s feet to a tangent curve; THENCE along a curve to the LEFT, having an arc length of 113.24 feet, a radius of 175.00 feet, a central angle of 37' 04' 29", and a chord of South 71049'5" West, a distance of 111.27 f, feet to a point of non-tangency; THENCE North 36043'9"Vilest a distance of 28.72 feet; z THENCE North 7003'31"West a distance of 37.89 feet; THENCE North 0"38'49" East a distance of 178.51 feet to a point conterminous with the northerly line of said Parcel A; THENCE coincident and running with said northerly line of Parcel A, South 89021'9" East a distance of 371.42 feet to a point conterminous with said easterly line of Section 27; THENCE coincident with said easterly line of Section 27, South 002119" West a distance of 176.86 feet to the POINT OF BEGINNING. The above described parcel contains 67940.72 square feet or 1.56 acres, more or less. ;A Together with and subject to covenants, easements, and restrictions of record. t The basis of bearings for this parcel is North 88056'23"West between the southeast corner and ` the 8114 corner of said Section 27. t Robert Gromatzk P.L.S. License No. 17216 17216 ' RT GRID i VICENZA NORTH L-0 ZONING4 r F i r. EXHIBIT [F F' k� F, Y L l C BAINBRIDGE SUB. NO.1.O r I __ S89'21'0 "E 371 42' Iq f no n g. L-0 67,941 Sid FT 1.56 ACRES cn 5 f z N70'03'31"W 37.89' POINT OF BEGINNING Ln N36'43'09"W 28.72' � t N89'38'41"W 213.82'� � F; I W � CURVE TABLE k CURVE # DELTA RADIUS LENGTH CH. BEARING CH. GIST. f: F �pl 1.A1yp C13 37'04'29" 175.00 113.24 S71'49'05"W 111.27 �c. GIST p 'y f: I: °- 17216 'OF NID POINT OF COMMENCEMENT 51�4 CORNER SE CORNER SECTION 27 SECTION 27 ALUMINUM CAP CORNER RECORD NO. ALUMINUM CAP BASIS OF BEARING _ 2016-064167 CORD N88'56'23"W 2654.57' CORNER RE I NO. 2017-116131 I SHET NVrd 9=R VICENZA NORTH OIiA1MNG INFO :iHFFCINFO] L�-O ZONING EXHIBIT 229119-Oa99370.06 aA'•tiN PG -- fLEE P.G 2 4f 2 ENZA NORTH ZONN MIKE MCCOLLIUM „mo,7o QAO s�IKfI15fRY WAY,VICENZA NORTH NOT TO SCALE �odR34 f I 7 f F E I� 1 November 10, 2020 f: Zoning —Vicenza North Zone C-G A parcel of land being located in the SE114 of Section 27, Township 4 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and being and comprising of a portion of Parcel A of the Property Line Adjustment Survey for Bridgetower Investments LLC., fled as Record of Survey 12 52 0, Instrument No. 2020-122911 on September 18, 2020 in the office of r. the Ada County Recorder, and being and comprising portions of N. Ten Mile Road, N. Vicenza f Way, and N. San Vito Way, and being more particularly described as follows: COMMENCING at a found aluminum cap for the southeast corner of said Section 27, (Corner Record No. 2016-064167), WHENCE a found aluminum cap for the S114 corner of said Section is 27, (Corner Record No. 2017-116131) bears North 88056'23" West a distance of 2654,57 feet; r THENCE coincident with the easterly line of said Section 27, North 0"2119" East a distance of 1137.91 feet to the POINT OF BEGINNING; f G THENCE leaving said easterly line of Section 27, running with and coincident with the southerly line of said Parcel A the following three courses; { North 89014'27"Vilest a distance of 668.75 feet; r North 1°17' East a distance of 112.39 feet; North 88'57'42" West a distance of 435.26 feet to a point conterminous with the easterly Right of Way of said N. Vicenza Way; THENCE South 60°29'47" West a distance of 25.02 feet to a point of non-tangent curvature; THENCE along a curve to the RIGHT, having an arc length of 108.61 feet, a radius of 281.83 feet, a central angle of 22' 04' 48", and a chord of South 18°28'53" East, a distance of 107.94 feet to a point of non-tangency; THENCE running with and coincident with said southerly line of Parcel A, North 89014'25" West a distance of 683.48 feet to the centerline of said N. San Vito Way and to a point of non-tangent curvature; THENCE coincident with said centerline of N. San Vito Way, along a curve to the RIGHT, having an arc length of 143.82 feet, a radius of 600.00 feet, a central angle of 13° 44' 01", and a chord of North 32°22'18" East, a distance of 143.47 feet to a point conterminous with the northerly Right of Way line of said N. San Vito Way and said southerly line of said Parcel A, also being a point of tangency; THENCE leaving said Right of Way line of said N. San Vito Way and said southerly line of said Parcel A, North 39019'6" East a distance of 150.37 feet to a tangent curve; THENCE along a curve to the RIGHT, having an arc length of 156.77 feet, a radius of 175.00 f feet, a central angle!of 51° 19' 43", and a chord of North 64'58'58" East, a distance of 151.58 n feet to a point of tangency; THENCE South 89°2111" East a distance of 862.01 feet to a tangent curve; THENCE along a curve to the LEFT, having an arc length of 273.63 feet, a radius of 175.00 feet, a central angle of 89' 35' 19", and a chord of North 45°51'10" East, a distance of 246.60 feet to a point of tangency; THENCE North 1°3'30" East a distance of 642.67 feet to a tangent curve; i THENCE along a curve to the RIGHT, having an arc length of 129.24 feet, a radius of 170.00 feet, a central angle of 43' 33' 32", and a chord of North 2205016" East, a distance of 126.15 F feet to a point of tangency; I: THENCE North 44°37'2" East a distance of 46.20 feet to a tangent curve, THENCE along a curve to the RIGHT, having an arc length of 139.70 feet, a radius of 175.00 feet, a central angle of 45' 44' 17", and a chord of North 67029'11" East, a distance of 136.02 N r feet to a point of tangency; i I THENCE South 89'38'41" East a distance of 213.82 feet to a point conterminous with said easterly line of Section 27; THENCE coincident with said easterly fine of Section 27, South 0021'19"West a distance of 1329.62 feet to the POINT OF BEGINNING. The above described parcel contains 890193.45 square feet or 20.44 acres, more or less. Together with and subject to covenants, easements, and restrictions of record. The basis of hearings for this parcel is North 88°56'23" West between the southeast corner and the 51 A corner of said Section 27. Robert Gromatzk P.L.S. License No. 17216 it l 17216 F fp za OF tip4 �� i; r i.`• P 4 f i, F U 7 i VICENZA NORTH C-G ZONING EXHIBIT f E i BAINBRIDGE BAINBRIDGE BATNBRIDGE SUB. N0.i10�� SiTB. N0.8 SUB. NO.9 �� _J__L 1 I. VTCENZA SCTELAR SIGN ES S89 W41"E 213.82' s I � t N4437'02'E 48.20' VICENZA SUB. CURVE TABLE NO. 3 CURVE # DELTA RADIUS LENGTH CH. BEARING CH, DIST, i ' C1 22'0448" 281.83 108.61 S18'28'53"E 107.94 C2 13'401" 600.00 143.82 N3222'18"E 143.47 C3 5119'43" 175,00 156,77 N64'58'58"E 151.58 Ld O_G C4 891519" 175,00 273.63 N45'51'10"E 246.60 b OU0,193 SQ FT 20.44 ACRES INST NO. 2016039550 05 43'33'32" 170.00 129.24 N22'50'16"E 126.15 PARCEL 3 C6 45'44'170 175.00 139.70 N67'29'11"E 136,02 FQ �N PARCEL A C� S8912 i'i 1"E 862.01' � a�r� I N397s'06"E 150,37' 0 S60'29'47`W 25.02' N88'57424W 435.26' VICENZA r N1'01'07"E 112.39' . SUBDIWSION N8914'25'W 683,48' `� N89't4'27"W 668,75' �• COLEMAN SUBDIVISION rn PARCEL B I � POINT OF BEGINNING I. r ' 7216 DINT OF COMMENCEMENT 'pr ° SE CORNER SECTION 27 + S1/4 CORNER q OF \3P' ALUMINUM CAP r. SECTION 27 �GRoM CORNER RECORD NO. ALUMINUM CAP 2016-064167 CORNER RECORD — — — i' NO. 2017 116131 BASIS OF BEARING N88'56'23"W 2654.57, SHEET 14WBER VICENZA NORTH DRAWENG INFO SHEET NFO C-G 70NING EXHIBIT 2zs11s-aasgs7o.oa DRAWN RG '�ry■I 5 CHECKED ZG 3 of 3 ENZA NORTH ZONN MIKE McCOLLUIv1 LE E �,eaao eY0 s 1li01l37RYwAY,sig7E 10 VICENZA NORTH NOTTOSCALE ?AT[IATE P 7ARµ�4 wNWHkiCON ........_............ . ... ..... . ... ..... - i i TRANSFER PARCEL DESCRIWTION Date:April 2,2020 = f€ f ' A parcel of land being a portion of the SE 1/4 of Section 27,Township 4 North,Range 1 West,Boise E Meridian, City of Meridian,Ada County,Idaho,more particularly described as follows: 1 F CO117MENCING at the South 1/4 corner of said Section 27,monumented by a 2"aluminum cap(Corner Record No. 2017-116131),from which the Southeast corner of said Section 27,monumented by a 2" 4 aluminum cap(Corner Record.No.2016-064167),bears South 88°56'23"]cast,a distance of 2654.57 feet; f Thence South 88 56 23 East, coincident with the South line of said Section 27, a distance of 858.75 , Thence, leaving said South line,Nortli 01°03'37"East,a distance of 55.00 feet,to the Southwest corner of Vicenza Sabdivision,Book 108,Pages 15026-15028,records of Ada County; Thence North 01°03'49"East, coincident with the easterly boundary line of said Vicenza Subdivision, a distance of 825.49 feet,to the beginning of a tangent curve to the right; r Thence northeasterly along the arc of said curve to the right,coincident with said easterly line,an arc distance of 257.44 foot,said curve having a radius of 555,00 feet, a central angle of 26034136",and a chord bearing of North 14°22'39"East,a distance of 255,14 feet, to the POINT OF BEGINNING; Thence,continuing coincident with said easterly liiie,northeasterly along the arc of a curve to the right, an arc distance of 109.79 feet, said curve haviiig a radius of 555.00 feet,a central angle of i 1°19'59",and a chord bearing of Not-Ili 33'19'55"East,a distance of 109.60 feet,to the northwest corner of said E Vicenza Subdivision; Thence North 47'48'14"West,coincident with northerly line of said Vicenza Subdivision, a distance of 8168 feet,to a point on the easterly boundary line of those lands described in Parcel 3 of correction deed instrument no.20 1 6-03 95 50 in the records of Ada County,Idaho; � Thence North 23'12'30".Bast,coincident with said easterly line,a distance of 37.83 feet, to a poi nt on the northerly line of South 112 of said Southeast 114; F Thence South 89°19'09"East,coincident of said northerly line, a distance of.1,656.26 feet,to a point on the westerly right of way ofN. Ten Mile Road as described in Warranty Deed Instrument No,2019- 108995; Thence coincident with said westerly right of way for the following(3)courses: Thence South 02"13'04"West,a distance of 61.50 feet; Thence South 00'21'19"West,a distance of 110.60 feet; Thence South 33°52'26"West,a distance of 14.60 feet, to a point on the northerly line of Colcinan Subdivision, Book. 108,.Pages 15196-15198,records of Ada County; Thence coincident with said northerly line for the following(3) courses; Thence North 89'14'27"West,a distance of 604.68 feet; f x Thence North 01°01'07"East,a distance of 112,39 feet; ed k S` it C , i f .. .. .. .... ........_. . ............. . S s i b k i i 1 Thence North 88°57'42"West,a distance of 435,26 feet,to the northwest corner of said Coleman l Subdivision, also being the northeast right of way corner ofN.Vicenza Way,as shown on Record of Survey No. 9439 recorded in the records of Ada Co Linty, Idaho; i b Thence South 60'29'47"West,coincident with said northerly right of way line,a distance of 62,00 feet, to the northwest right of way corner of said N.Vicenza Way,also the beginning of a non-tangent curve to 3 the right; Thence sotrtlteasterly along the are of said curve to the right,coincident with the westerly right of way 1 line of said N.Vicenza Way,an are distance of 89.02 feet,said curve having a radius of 245.00 feet, a central angle of 20°49'05",and a chord bearing of South 19°05'40"East,a distance of 88.53 feet; � Thence leaving said westerly right of way line,North 89'14'27"West,a distance of 596.06 feet,to the POINT OF BEGINNING. J'h.e above described parcel contains 247,871 square feet or 5.69 acres,more or less. Together with and subject to covenants,easements,restrictions of record. The basis of bearing for this parcel is South 88°56'23"East between the S 114 corner and the Southeast corner of said Section 27. E Robert Croinatzlcy P.L,,S. ...,-_--- License no. 17216 End of Description Np 5 �9y a- 17216 '?r cRO E N 3 1 f 5 2 i ........... .... ..._.... ..... ......... ._ .._.._...... ..................._..... .. .. ._ . .. ............... ..... ......... ... . . ._.... ..... ..... .. ...... .... .. .. . i CURVE TABLE CURVE # DELTA RADIUS LENGTH CH. BEARING CH, DIST. NOT TO SCALE C1 263436" 555.00 257.44 N14'22'38"E 255.14 C2 11'19'59" 555.00 109.78 N33'19'55"E 109.60 f N23'1230"E C6 20'49'D5"j 245,OD 89,02 519'45'40"E 80,53 m 37.83 : N47'4814 W S213'04"W I r 82.68 S8919'09"E 1656.26' 61.54' S50'29'47"W S0'21'19"W 3 62.00' 110.60, p 4�Qs N1'01'07"E N8914'27"W 604.68' 1 z 112,39 N89'14'27"W N8857'42"W 596.06 �4 435.26' E I � M w LINE TABLE I UNE # BEARING DIST. L6 S33'52'26"W 14.60 S1'D3'37"W 858,75 s1/4 CORNER S88'56'23"E 2654,57' Mci]LLN ROAD SECTION 27 BASIS 4F BEARING SE CORNER ALUMINUM CAP ER RECORD SECTION 27 CORN NO. ER 1 RECORD ALUMINUM CAP rE ORNER RECORD NO, 2016-064167 n 17216 s O4-0g-Z qr OF A ; r GRO p�[ r SH=ETN1JMaEft R�GC01~ UIVf �LA LViA54iNo iNFa 8}?e�FiNF6ti_ TRANSFER PARCEL U009937 DRAM FtG lw"R-iffcHEcxEo sQ t ❑F SRIDGETOWER L,L.C. McC�LLUM f31.A i.nsT rnfC 64r07 asn �;u,w,i's°+n AV NS COIAPVV %C2-'Hxpdf Fex 20&3{z5553 E 1NcCgLLUM BLA NOT TO SCALE pLorp •+Ma��nra . Pxn s 4 ........_............ . ... ..... . ... ..... - i i TRANSFER PARCEL DESCRIWTION Date:April 2,2020 = f€ f ' A parcel of land being a portion of the SE 1/4 of Section 27,Township 4 North,Range 1 West,Boise E Meridian, City of Meridian,Ada County,Idaho,more particularly described as follows: 1 F CO117MENCING at the South 1/4 corner of said Section 27,monumented by a 2"aluminum cap(Corner Record No. 2017-116131),from which the Southeast corner of said Section 27,monumented by a 2" 4 aluminum cap(Corner Record.No.2016-064167),bears South 88°56'23"]cast,a distance of 2654.57 feet; f Thence South 88 56 23 East, coincident with the South line of said Section 27, a distance of 858.75 , Thence, leaving said South line,Nortli 01°03'37"East,a distance of 55.00 feet,to the Southwest corner of Vicenza Sabdivision,Book 108,Pages 15026-15028,records of Ada County; Thence North 01°03'49"East, coincident with the easterly boundary line of said Vicenza Subdivision, a distance of 825.49 feet,to the beginning of a tangent curve to the right; r Thence northeasterly along the arc of said curve to the right,coincident with said easterly line,an arc distance of 257.44 foot,said curve having a radius of 555,00 feet, a central angle of 26034136",and a chord bearing of North 14°22'39"East,a distance of 255,14 feet, to the POINT OF BEGINNING; Thence,continuing coincident with said easterly liiie,northeasterly along the arc of a curve to the right, an arc distance of 109.79 feet, said curve haviiig a radius of 555.00 feet,a central angle of i 1°19'59",and a chord bearing of Not-Ili 33'19'55"East,a distance of 109.60 feet,to the northwest corner of said E Vicenza Subdivision; Thence North 47'48'14"West,coincident with northerly line of said Vicenza Subdivision, a distance of 8168 feet,to a point on the easterly boundary line of those lands described in Parcel 3 of correction deed instrument no.20 1 6-03 95 50 in the records of Ada County,Idaho; � Thence North 23'12'30".Bast,coincident with said easterly line,a distance of 37.83 feet, to a poi nt on the northerly line of South 112 of said Southeast 114; F Thence South 89°19'09"East,coincident of said northerly line, a distance of.1,656.26 feet,to a point on the westerly right of way ofN. Ten Mile Road as described in Warranty Deed Instrument No,2019- 108995; Thence coincident with said westerly right of way for the following(3)courses: Thence South 02"13'04"West,a distance of 61.50 feet; Thence South 00'21'19"West,a distance of 110.60 feet; Thence South 33°52'26"West,a distance of 14.60 feet, to a point on the northerly line of Colcinan Subdivision, Book. 108,.Pages 15196-15198,records of Ada County; Thence coincident with said northerly line for the following(3) courses; Thence North 89'14'27"West,a distance of 604.68 feet; f x Thence North 01°01'07"East,a distance of 112,39 feet; ed k S` it C , i f .. .. .. .... ........_. . ............. . S s i b k i i 1 Thence North 88°57'42"West,a distance of 435,26 feet,to the northwest corner of said Coleman l Subdivision, also being the northeast right of way corner ofN.Vicenza Way,as shown on Record of Survey No. 9439 recorded in the records of Ada Co Linty, Idaho; i b Thence South 60'29'47"West,coincident with said northerly right of way line,a distance of 62,00 feet, to the northwest right of way corner of said N.Vicenza Way,also the beginning of a non-tangent curve to 3 the right; Thence sotrtlteasterly along the are of said curve to the right,coincident with the westerly right of way 1 line of said N.Vicenza Way,an are distance of 89.02 feet,said curve having a radius of 245.00 feet, a central angle of 20°49'05",and a chord bearing of South 19°05'40"East,a distance of 88.53 feet; � Thence leaving said westerly right of way line,North 89'14'27"West,a distance of 596.06 feet,to the POINT OF BEGINNING. J'h.e above described parcel contains 247,871 square feet or 5.69 acres,more or less. Together with and subject to covenants,easements,restrictions of record. The basis of bearing for this parcel is South 88°56'23"East between the S 114 corner and the Southeast corner of said Section 27. E Robert Croinatzlcy P.L,,S. ...,-_--- License no. 17216 End of Description Np 5 �9y a- 17216 '?r cRO E N 3 1 f 5 2 i ........... .... ..._.... ..... ......... ._ .._.._...... ..................._..... .. .. ._ . .. ............... ..... ......... ... . . ._.... ..... ..... .. ...... .... .. .. . i CURVE TABLE CURVE # DELTA RADIUS LENGTH CH. BEARING CH, DIST. NOT TO SCALE C1 263436" 555.00 257.44 N14'22'38"E 255.14 C2 11'19'59" 555.00 109.78 N33'19'55"E 109.60 f N23'1230"E C6 20'49'D5"j 245,OD 89,02 519'45'40"E 80,53 m 37.83 : N47'4814 W S213'04"W I r 82.68 S8919'09"E 1656.26' 61.54' S50'29'47"W S0'21'19"W 3 62.00' 110.60, p 4�Qs N1'01'07"E N8914'27"W 604.68' 1 z 112,39 N89'14'27"W N8857'42"W 596.06 �4 435.26' E I � M w LINE TABLE I UNE # BEARING DIST. L6 S33'52'26"W 14.60 S1'D3'37"W 858,75 s1/4 CORNER S88'56'23"E 2654,57' Mci]LLN ROAD SECTION 27 BASIS 4F BEARING SE CORNER ALUMINUM CAP ER RECORD SECTION 27 CORN NO. ER 1 RECORD ALUMINUM CAP rE ORNER RECORD NO, 2016-064167 n 17216 s O4-0g-Z qr OF A ; r GRO p�[ r SH=ETN1JMaEft R�GC01~ UIVf �LA LViA54iNo iNFa 8}?e�FiNF6ti_ TRANSFER PARCEL U009937 DRAM FtG lw"R-iffcHEcxEo sQ t ❑F SRIDGETOWER L,L.C. McC�LLUM f31.A i.nsT rnfC 64r07 asn �;u,w,i's°+n AV NS COIAPVV %C2-'Hxpdf Fex 20&3{z5553 E 1NcCgLLUM BLA NOT TO SCALE pLorp •+Ma��nra . Pxn s 4 CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES ProjectlSubdivision Name: Vicenza Sub. North (2nd formal meeting) Date: 10/1/2020 Staff: Joe Dodson, Joe B., Scott C., Bill, Brian, Kyle, Codee,Tom Applicant(s)/Contact(s): Matt Munger, Marci Horner, Bonnie Layton Location: Generally, NWC Ten Mile and McMillan (all vacant land to west and north of existing WalMart) Size of Property: +/-85 ac. Comprehensive Plan FLUM Designation: Mixed Use Community Existing Use:Vacant Existing Zoning: C-C, C-G, L-0, R-15 Proposed Use: Detached single-family; and Commercial/Office Proposed Zoning: Existing plus R-8 Surrounding Uses: Wal-Mart to the south/east; Residential to the west and north. Street Buffer(s)and/or Land Use Buffer(s): 25-foot landscape buffers along McMillan and Ten Mile; 20-foot landscape buffer to any collector roadway. Open Space/Amenities/Pathways: Minimum 10% open space is required for all residential development.There is one site amenity required for the first 20 acres of residential and one additional amenity for every additional 20 acres. 10-foot multi-use pathway will be required along new collector roadway for connection between Vicenza Sub.and the Ten Mile Road sidewalk that will be required. Speak with Kim Warren in Parks for further pathway information. Access/Stub Streets: Staff recommends revisiting vehicle circulation plan.An additional connection to proposed collector roadway somewhere on the east side of proposed R-8 would be recommended. Ensure appropriate pedestrian connection between residential and commercial development to meet MU-C policies(the importance of the shared urban green space cannot be overstated).Staff recommends shortening block lengths to no more than 750'. Sewer/Water: Property resides on a water pressure zone boundary; Engineer will need to work with PW to figure out where to put water mains and where to connect/not connect to. Continue working with Kyle Radek(kradek anmeridiancity.org). Subject sites are split into two sewer service areas. Per Tyson Glock in PW, modeling shows capacity to send all sewer to the west. Ensure you work with PW for further sewer questions as site develops. Speak with Tyson Glock in PW(tglock meridiancity.org). Waterways/Flood plain/Topography/Hazards: Lemp Canal runs through property. Upon application submittal,state whether this canal will be left open or tiled (piped). History: See Summerwood MDA(H-2019-0001)for detailed history of parcels; includes most recent DA(Inst.#2019-055407) Additional Meeting Notes: Ensure phasing plan is submitted with application; two points of access are key for having more than 30 lots unless project will be developed as one (1) phase. Traffic calming measures along each straight road is recommended to ensure pedestrian safety. Loss of employment zoning/land to residential is concerning for City. New layout should show more detail for these areas that are changing from C-G to residential (as proposed)and ensure adequate employment opportunities for nearby residents. Narrative should discuss why the loss of commercial makes sense for the city. Integrating the open space between the commercial and the residential is important for this point and for the MU-C designation.Any application submittal needs to show how the commercial area will integrate with the residential. If end users are not known,conceptual plans are acceptable and will then be tied to the DA. Smaller scale commercial is not a bad thing in this area so long they offer better employment opportunities for nearby residences and serve the nearby residences (i.e. a daycare, commercial with shared patio spaces, neighborhood serving commercial that also offers employment opportunities beyond minimum wage). Staff supports a mix of housing units in this area as well, not lust detached single-family or traditional garden style multi-family. As discussed,the MDA will need to incorporate the existing R-15 parcel and update the concept plan. The layout of the collector roadway could be redesigned in such a way to offer more commercial and better integration. For example, if the collector roadway came into the site a little deeper and ran into the roundabout, more commercial could be added east of the collector, including an area of urban shared open space. Note:A Traffic Impact Study(TIS)will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist.(NMID) ❑ Public Works Department ❑ Idaho Transportation Dept.(ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department,Kim Warren ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s)Required: ❑ Administrative Design Review ❑ Alternative Compliance ❑ Annexation CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES ❑ City Council Review ❑ Final Plat ❑ Short Plat ❑ Comprehensive Plan Amendment—Map ❑ Final Plat Modification ❑ Time Extension—Council ❑ Comprehensive Plan Amendment—Text ❑ Planned Unit Development ❑ UDC Text Amendment ❑ Conditional Use Permit ® Preliminary Plat ❑ Vacation ❑ Conditional Use Permit Modification/Transfer ❑ Private Street ❑ Variance ® Development Agreement Modification ® Rezone ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. Vicenza North at W McMillan Rd (VIRTURAL) NEIGHBORHOOD MEETING August 13, 2020, Time: 6:00pm - 7:00pm Name Address Email 1 2 3 4 5 6 7 8 9 10 This meeting was held virturally August 13, 2020, bu Bonnie Layton, Senior Planner 11 https://www.gotomeet.me/Terasa/vicenza-north-neighborhood-meeting or call 12 13 1 (400) 650.3123 - access code 926.202.845 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 35 Thank you for attending! When recorded, return to: WHPacific, Inc. an NV5 Company 690 S Industry Way, Ste 10 Meridian, Id 83642 PERMISSION FOR USE OF SUBDIVISION NAME I, Mike McCollum, Manager of Cottonwood Development, LLC., a limited liability company d❑ hereby grant permission to Cherokee Development, LLC., the name of Vicenza for use in the subdividing of land. Dated this lY day of August 2020 COTTONWOOD DEVELOPMENT INC. an Idaho limited liability company —"A41 ike McCollum, Manager STATE OF IDAHP } SS. COUNTY OF ADA } On this 4 day of August, 2020, before me, the undersigned Notary Public in and for said State, personally appeared Mike McCollum, known to me to be the manager of Cottonwood Development, LLC. the limited liability company that executed the instrument or the person who executed the instrument on behalf of said company, and acknowledged to me that such company executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. SA 0� •,• Notary Public for Idaho r �J .0 3,�'' My Commission Expires: r lm pUE1 LVCotike Tsyr.,�,.� :p:.:.`��4.Q��r 4 OF • �'6taaaaaaaai���'`4. i ..._..._... STICTE OF W. i I I kr�-rl;�fir�f,cl.vl�.ij'F4713 s�rn;�,;�Fr,:�l�€sr;M�;�� S;,g�•. _ 1. That.1 arw ih;:.r+�u'cf rn"Ov.f`of tlLt all.bk.ii on-Aw v �� d .zrrf& t ,rr�3tt P;P1_U-R 3F n, . 4 ¢f F f staiuei.id tieceriri.�z;iri up p[ rEi,i�('� c•�[ai�idn lcE1,41- ixt+�i�a E : ug tea•rp iFEds i]1TMIf}`,'dC610 .kl7if]u[ ii.C;ii1,Ni`-ii&a 'srFIti. iilFlL+yes1� c ffo.al awv C.Wpm or-[.i bility.krtqulrihv.'fwaa �6 dispvk�aq to tho,q bilp n gal cr R it lie€ 3n' r a 6tboowftkamiriP. e Ply proj r.w lliz iI zN.,1te aril �j?PFic:�ti� i' relay'a rt j)ef3pi s=,a(jm 10 Uty:916 Mujdim nafY'-in esft'.!}iti�:s11 w propv�r�i'Dr:tlK pkvbab 6 Of q.tc U, MAW fr:rjr ww�bjr L siii6 :ii iii i, 3 i day rjt Nc 2G. 7-6 j _ 1 r"S gmuff0) 4i�.-b KI9�1 f)..$ € RN to f 141 ,�, 11le s����wi,rj y u fmt abiw� ��r41�f5, {ttttl{11{1►rry► �rJr�yry '•� �6.,� � '�'�{'ri8f°_V.'�,'F1It7�jC•��Is! � tt�.. J ►y►rRriill{11{t1 03111 OF L �' i riafsity evnl4*s Momma Dvm;wbm,331. .13ria ;y�ry''Lv iiii f:,YZ,6 iisliru�; uuh�.s �i 1 a E E � F p� {� f I � k f 4 XREF INDEX: CHINDEN BLVD. E 0 PROJECT S TE AT THE TIME F THIS URVEY THE E. 1/4 OF z CALCULATED POINT SEC ION 27 AD BEE DESTRO ED BY R AD (VICENZA NORTH SUBDIVISION) CO STRUCTI N. THE ONUME T IS TO BE RESET BY C'4 NOTHING FOUND OR SET w OTHER UPON OMPLET ON OF C NSTRUC I ON. o >1 POINT CALCULATED > p a w co co FROM RECORD DATA B.Q.IN. IDLE UB N O S RVEY M ASUREM NTS TO THE MON MENT AS OF w o 00 AND FOUND Q w 01/15/2016 WERE USED FOR03 HIS POSIT ON. m 0 MONUMENTS - ~ CONNECT TO EXISTING DITCH BAI B IDGE SUB O. 9 uj < B INB IDG SUB o. 1 I 6 SCALE REMOVABLE BOLLARDS w McMILLAN RD. � Lo - - -PRR. - Q S89'20 08 E 2649.86 z = - - 80 0 40 80 160 _0 �N IRR IRR IRR ASIS OF BEARINGS ° -0 Co • 408.00' m 112.51' - w w I I < ._ Y ( FEET ) ll N z as.ao' eo.ao' eo.00' ao.ao' eo.ao' eo.00' 7s.o0' 75.00' 80.00' 75.00' 75.00' 75.00' 82.50' 75.00' 81.18' - L-0 DRIVEWAY ACCESS I J 1 INCH = 80 FT. 0293 ILL. CO SF o 8920 y SF m 0_ 128.51' O - 4 I- s - - 7 - _ _ _ _ L- O _ O a W O O >> tQ 13 1a 1s ,s 4 .0' 9sz9 aaao aaoo aeoo � eaao a 1� aa�oo az�so azso 10 SO°21'19"W Cc SF SF SF SF I SF o'; F� SF SF SF 8SP° 8250 8250 8250 9075 8250 8779 _ 112.50' SF SF SF SF SF 106.39' REMOVABLE BOLLARDS 0_ USTICK RD. / 3 � z w NAL <c�' \STE Nc�� SF 9• 61.50' 80.00' 80.00' 80.00' 80Minn. .00' 3.0 80.00' 75.00' 75.00' 80.00' 75.00' 75.00' 75.00' 82.50' 75.00' Sq,gg 3� �, SF nor p AN A T 72a.sr 32.5 0� � o_ S SS ss ss ss ss ss S� S Ss-SS-SS S ss SS ss --SS-SS-SS ss SS VICINITY MAP ,A53 / 8 6 2 5 16 W O� O 37.21' 31.50' 70.00' 70.00' 70.00' 70.00' 70.01' 4.99' � 10.00' 3j8g� - c9 0' 63.15' 70.00' 74.85' 75.00' 75.00' 70.00' 75.00' 75.00' 75.00' 27.18' 3011, 3 -NTS- �1 C u S I g n e • o � N / ^�� 1�3 SS SS SS O z / X cn 3 SF / 0_ �F r. \ � 16904 I O II w /- A `� 36 ^°ry - SF 1116 7618 766667 766664 760978 7694 - 14 0 13 12 „ 10 99 ® - O7 - o s ^� / LEGEND 15 SF I SF I SF I SF I`? sF I SF w 9061 7SF° 8SF3 8SF0 8SFo 0 7700 @ 8Q 8250 O ,� SF SF 9245 rr MCMULLAN LATERAL cn< SF z 1 w I s ( PARCEL BOUNDARY 98.58' Z 133.95' 69.68' 70.32' Q Ya Y a� _-____- Y__0' 70.s0'� 70.01' 83.15' 70.00' 74.85' 75.00' 75.00' 70.00' 75.00' 75.00' 75.00' 107.51' ti ORIGINAL PARCEL BOUNDARY PIRR PI R PIRR PIRR 52291' PIRR PIRR IRR 4w I PIRR PIRR PIRR PIRR PIRR NEW PARCEL BOUNDARY K , o w x- W W29ZSW W W s I IRR ■ 1, IRR IRR _ _ IRR IRR _ 4k� _ IRR IRR_ IRR > SF RIGHT-OF-WAY LINE SF 106.54' 70.00' I 70.00' 70.00' 70.00' 70.00' 78.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' q 12 / REMOVABLE BOLLARDS 3 0_ - - - RIGHT-OF-WAY CENTERLINE REMOVABLE BOLLARDS w EASEMENT LINE 911116 l0 16 0l 15 l0 14 l0 13 I 12 0� 18 19 - - - - - - - - - - - - - - - - - - - _ Q 21 ® o O5 26 L W 18 \ SF 7700 7700 7700 7700 I 7sF0 8494 7700 7700 7700 © © 7700 SF SF 7700 0 7700 W 7510 I^ SF o I SF I^ SF I" 5F 7700 7700 7700 7700 �� O sF SF SF SF SF SF SF sF sF 5 .0' 10' ASPHALT PATHWAY PER o SF , c�i - - - - - SECTION LINE a7 s1 CITY OF MERIDIAN STANDARDS EXISTING PARCEL LINE N N a MCMULLEN LATERAL `'' -W w w w w w w DOMESTIC WATER LINE 70SS�\� �ep� 11.9 70.00' 70.00' 70.00' 70.00' 70.00' 5.00' ti0 � g' 58.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' 70.00' N O W cn -ss ss ssss ss ss SANITARY SEWER W/ MANHOLE 7SF5 ss SS_SS ss Ss Ss ss ss s R A VI N�sS T. SS ss ss ss SS_SS 47.OL- A ` - Ak FIRE HYDRANT W 344.76' cD �* STREET LIGHT I � =07 14� ^�17' 93.59' 50.00' 50.00' 50.00' 50.00' 50.00' 30.00' 50.00' S0.00' 50.00' S0.00' 50.00' 50.00' 50.00' S0.00' 50.00' S0.00' 50.00' 50.00' 29.82' O N Z p J� � y0' 105.70' , � w 3� I 71 4 d�B7 65' \-o. 10081 Imo! ® © © ® 30 31 3Q O - - - - - - - a N m !w / `j POTENTIAL PHASE NUMBER 33 34 35 $ 36 3Q 38 39 40 0 41 ® 21 - Q 0_ Q ; '\ SF SF 5508 5505 5505 0 5504 5504 5504 5503 5503 5503 5503 5502 5502 0 5502 5 01 5 01 5501 5501 6045 _ 5750 ❑ w SF SF SF SF SF SF SF SF SF SF SF SF SF SF 7 SF SF SF SF SF Z [n ,��� I ° 115.00' w Q 0' O ¢ PROPOSED PHASE LINE O m ■�����������������������������������■ 8805 Z 21 I SF 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' S0.00' S0.00' 50.00' 50.00' 50.00' 50.00' 50.00' S6.3 (n w (� 7539 / SF �Ii 69.82' o Q SF 5750 ¢¢¢ SF 8 16 A cos 18, � I F W 15.00' L � w DEVELOPMENT FEATURES 61 0 50 59 � 58 Q o 56 0 55 54 0 53 SQ (� 5 - � 5750 0 0 �' © 6662 5503 0 5505 0 5505 5504 5504 5504 5503 5503 5503 0 5503 5502 5502 5502 5501 a01 0 8083 I` SF I SF SF SF SF SF a 4n(4 43 (n SF SF SF SF SF SF SF SF SF SF s s1 sb1 s1,o cn SF TOTAL ACRES....................................... 56.99 ACRES _ o SF SF SF SF aCD 115,00' w TOTAL LOTS......................................... 177 C 0 BUILDING LOTS..................................... 169 LOTS N a 2'92\ ti Q ,a o �_ `7' w AVERAGE BUILDING LOT SIZE.............. 6780 SF Y Q Z U o' 25.55' 25.89' 50.00' 50.00' 50.00' 50.00' 50.00' 30.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' So.00' S0.00' 50.00' 50.00' 50.00' S0.00' 36.33' tie 5SF° Q 63 3�"� L1 a CONNECT TO EXISTING RESIDENTIAL DENSITY (GROSS)........... 4.17 UNITS/Ac. CO Q 8332 (n 115.00' w m © SF : - W. MAGGIO ST- - W R IF(FC - - I RR - I RR � � RESIDENTIAL DENSITY (NET)................ 6.30 UNITS/Ac. � ss�ss ss ss s ss ss s ss ss ss ss ss ss ss s J 5750 EXISTING ZONING.................................. L-0, C-C, C-G, R-4 _ �' PROPOSED ZONE.................................. L-0, C-C, C-G, R-8 W Y � O SF "� � �Q SF (n Q O 28.49' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 30.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 35.94' g. MINIMUM BUILDING LOT SIZE .............. 5321 $f J N) N 2 w Q 0°I Z m 4 I 115,00" w MINIMUM HOME SIZE............................. 1450 $f ❑ 64 _ _ _ _ _ _ _ _ _ 16 - �' TOTAL RESIDENTIAL OPEN SPACE........ 6.97 ACRES z _ ' � 5750 u� OPEN SPACE USED, PREVIOUS PHASE 1.67 ACRES m 8097 - O1 O2 O3 ® OS © O7 ® 10 11 12 13 14 15 16 17 18 19 Q, SF (n O SF _ 5887 54a9 5490 Sago 0 5491 5491 5492 5492 5493 5494 5494 5495 5496 0 5496 5497 5497 5498 5498 6061 0_ w ADJUSTED TOTAL RES. OPEN SPACE... 5.29 ACRES > o SF SF SF SF SF SF SF SF SF SF SF o SF SF SF SF SF SF SF SF, 115.00' P I W Q 103.39' Q PI 65 10365 0 � SF (n I i PERCENTAGEN A o w z II 7ii SEWER o 0 o' 0n �I Il `. i o w o 0 115.00' CITY OF MERIDIAN N N Q� 55.00' 50.00' 0.00' 5. 50.00' 50.00' 50.00' 50.00' 8SF 50.00' 50.00', 50.00' 50.00' 50.00' S0.00' S0.00' 50.00' S0.00' 50.00' S5.95' I � 1 BL OC/f i 1 10 57 75F5 Z - (•�.' ' 115.00' _ 8F WATER > o 0 CITY OF MERIDIAN 2 Y 39 0 38 3Q 36 35 34 33 3© 31 30 Qg ® © - 26 Q ® 3 - - 14 RAMPS BOTH SIDES A o_ w 0 O J 5912 5511 5510 5510 5509 5508 5508 5507 5506 5506, 5505 5504 5504 21 6669 On[n W L.L ❑ W SF IRRIGATION Z ❑ W 0 < Q SF SF SF SF SF SF SF SF SF SF , SF SF SF SF SF A A 5502 5501 5 01 5585 SF (n z Y >Q ❑ ❑ ~ M 103.37' , SF - W Q CITY OF MERIDIAN S ° �W Lu c� of � �ti ,� ,1ssr � � SCHOOL Lu m Q Lu a- w p m 4.44' a'za.5o' so.00' so.00' so.00' so.00' so.00' so.00' So.00' 30.00' S0.00' S0.00' 50,00' 50.00' 50.00' 5000, 50.00. so.00' 50.00' so.00' WEST ADA COUNTY SCHOOL DISTRICT 6 899001 13 SF 869 EMERGENCY SERVICES ss ss ss ss ss ss HIV. PHILOMENA ST.-4�o' - ash SF � �:17I ■ 1135�/ S8a6, SS SS SS ■ SS SS SS SS SS-SS-SS _ �o co '2s w w FIRE - CITY OF MERIDIAN s�36 �° w POLICE - CITY OF MERIDIAN z N BLOCK 2 6724.82' 50.00' 50.00' S0.00' 50.00' 50.00' 50.00' S0.00' 28 ,fig' S0.00' 50.00' 50.00' 50.00' 431.b®'.00' S0.00' 50.00' 50.00' 31.13' 20.00' 2 / (A .04' 68 I � - � 12 � 10636 (/� A SF U) SF I ZONING 71 0 ti al 7o O © ® 7s 76 © � a w CURRENT ZONING....................................................... �I O 89 / a5F5 I 5740 5740 5741 5741 5742 5743 5 43 - - 57745 577446 57746 O ��'' 7 _ O _ SO SO ,o 75z3 of USER'S DITCH 6 SF SF SF SF SF SF SF '-I 5747 5 47 5748 _ sF sF sF ssoz SF L-0............................................10.7 ACRES z a c e �' rn > m SF SF SF SF a SF SF (p --LPL-�4/1 V C-C............................................37.84 ACRES 49 71 w ~ C-G............................................13.41 ACRES 9p2g/ °SF h w I R-4............................................1.61 ACRES = q. °h PROPOSED ZONING.................................................... N 1.99' 0"W 93.41' S0.00' 50.00' 50.00' 50.00' S0.00' 50.00' S0.00' 50.00' 50.00' 50.00' S0.00' 50.00' 50.00' 50.00' 50.00' 68.45' -/ /�co j2°��'38"W a 231.99' 443.a1' •�'PA�R' - ga� 46. \ _ L-0............................................1.55 ACRES Lu 235.46' V 194.03' � � W I� ?a v� 512.80' - w C-C............................................3.67 ACRES Q Q 7.gg, 1"IAg1 w w w s C-G............................................16.76 ACRES U) S = ss Ss ss s s ss 54 e=ss SV. GONDgTA STR - w s w ss w ss w ssw-/ I w I I R-8............................................41.58 ACRES W II NOTES: -V,, N23°12'30"E / �'�- 0 0 W I I I 1) FOR ADDITIONAL BOUNDARY INFORMATION, SEE RECORD OF SURVEY NO. 10221. 136.21' �� z w 2) ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL HAVE A 10 w UTILITY EASEMENT. O S2°1='04"W I I 3 ALL SANITARY SEWER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN. BLOCK 7 N/ 61.50'� W 4)1 ALL WATER MAINS SHALL BE 8" 0 UNLESS OTHERWISE SHOWN. 327958 cJl DRAINAGE SHALL BE DETAINED ON SITE VIA SURFACE AND/OR SUBSURFACE / FACILITIES AS APPROVED BY THE CITY OF MERIDIAN AND ACHD. 2 "d47°48'14"W O 6 0' L w I 6) THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 128461 31-3805 CONCERNING IRRIGATION WATER. --82.68 sF 18 \ N88°57'42"W 7) SANITARY SEWER SERVICE PROVIDED BY MERIDIAN CITY. 60°29'47'W 07"E I 8) POTABLE WATER SERVICE PROVIDED BY MERIDIAN CITY. TI CENZA SUB. 4 62.00' 435.26' 1 g W <�, 10.60' I `� 9) BLOCK 1 LOT 6, BLOCK 2 LOTS 11, 29, 65 & 77, BLOCK 3 LOTS 4 & 14, BLOCK 4 LOT 9;AND BLOCK 5 LOT 1 ARE COMMON LOTS TO BE OWNED AND 17 21 MAINTAINED BY THE H.O.A. c V N o III o I \ \ L10- CURVE TABLE LINE TABLE � Q / N89°14'27"W :i96.06' \ I CURVE # DELTA RADIUS LENGTH CH. BEARING CH. DIST. LINE # BEARING DIST. 0_ 0_ - = w N89°'14'27"W 596.06' w IIIIIII MFL) N89°14'27"W 604.68' C1 26'34'36" 555.00 257.44 N14'22'38"E 255.14 L1 S1'03'37"W 55.00 J I C2 11*19'59" 555.00 109.78 N33'19'55"E 109.60 L2 S89'38'58"E 6.00 16 w ~ Q I COLEMAN S UBDI VISION C3 14'49'14" 225.00 58.20 NO'01'10"W 58.04 L3 N89'38'58"W 10.00 cn � `_J J C4 36'04'33" 396.00 249.34 N10'36'28"E 245.24 L4 SO'21'19"W 19.41 DO r7 u w I I I 1 C5 28'06'30" 240.00 117.74 N14'35'34"E 116.56 L5 S89'38'58"E 11.00 kl-Q� \ C6 20'49'05" 245.00 89.02 S19'05'40"E 88.53 L6 S33'52'26"W 14.60 MCMILLEN ROAD C7 9'44'55" 245.00 41.69 S3*48'40"E 41.64 0 Q N88'56'23"W 2653.49' SE CORNER C8 22'55'08" 385.00 154.00 S10'23'45"E 152.98 w BASIS OF BEARINGS SECTION 27 C� S1/4 CORNER ALUMINUM CAP C9 22'55'09" 136.00 54.40 S10'23'45"E 54.04 D_ SECTION 27 ALUMINUM CAP CORNER RECORD J J NO. 2016-064167 CORNER RECORD J LJJ w NO. 2017-116131 W o _ < z z W o � w Q � Z Z 0)i OWNERZDEVELOPER SITE ADDRESS J I- 0 Q A-A: 62'-0" (f) Z of � O R 80'_0" R B-B: 54'-0" R MIKE MCCOLLUM N TEN MILE RD W O ❑ E o BRIDGETOWER INVESTMENTS, LLC. MERIDIAN, ID 83646 E 0 2228 WEST PIAllA STREET > Uo B-B: 27'-0" B-B: 27'-0" j A-A: 31'-0" A-A: 31'-0" R/w R/W MERIDIAN, ID 83646 Q J 38'-0" 6' 30'-0" 50'-0" I=- J 9'-0" 1' 9'-0°' ss'-o" (208) 871-0642 0 9'_6» g'_O" 1' s'-o" ts'-o' ts'-o° s'-o° W m _ 12'-0" 1s'-o° 1s'-o" PLANNERZCONTACT SURVEYOR z Q ,` E 1 -0 ISLAND CURB 9'-0" 1' S'-0" A-A: 23'-0" A-A: 23'-0" SLOPE 0% SLOPE 0% BONNIE LAYTON TRAVIS FOSTER, PLS C 0 (n - 0 29'-0" 21'-0" B-B: 18'-0" B-B: 18'-0" WHPACIFIC WHPACIFIC _ Q Q > 1.0' I 690 S. INDUSTRY WAY, STE 10 690 S. INDUSTRY WAY, STE 10 W N m r� a� SLOPE 2.00% SAAND SLOPE 2.00% y 10 SLOPE 2.00% SLOPE 2.00% J ❑ � t2" STRIP OF NON-WOVEN I I MERIDIAN, ID 83642 MERIDIAN, ID 83642 U' Z ❑ �k GEOTEXTILE TYP. EACH SIDE (SEE W z NON-WOVEN GEOTEXTILE WRAP TO I I (208) 275-8704 (208) 342-5400 0 W � } SECTION FOR ADDITIONAL i 0 J INFORMATION) SURFACE AT BASE TRANSITION. (SEE I I BLAYTON©WHPACIFIC.COM TFOSTER®WHPACIFIC.COM () 0 Q 0 4" - 3/4" MINUS CRUSHED GRAVEL 3" ASPHALT PAVEMENT STD. \ 4" - 3/4" MINUS CRUSHED GRAVEL VERTICAL SECTION FOR ADDITIONAL INFORMATION) W c 10' ASPHALT VERTICAL CURB 5' SIDEWALK REVERSE LIP CURB & PERCOLATION WINDOW N ° PATH 20" - 6" MINUS PIT RUN CURB SIDEWALK 20" - 6" MINUS PIT RUN GUTTER (WHERE OCCURS) I ENGINEER m of (TYP.) CONTINUOUS SAND WINDOW 3" ASPHALT PAVEMENT LOCAL STREET PAVER SECTION i ` _ MATT MUNGER, PE Gov -NTS- WHPACIFIC SHEET NUMBER STREET SECTION D-D A-A: 5' SIDEWALK 690 S. INDUSTRY WAY, STE 10 -NTS- B-B: 10' ASPHALT PATHWAY TYPICAL STREET SECTION A-A, B-B MERIDIAN, ID 83642 -NTS- (208) 342-5400 p p- 1 MMUNGER®WHPACIFIC.COM as 0 0_ uu A B C D E F G H I J K L M N O P Q R S G 0 I I /G (BY OTHERS) C I I I I I I I I I — I I I I I I I I I I I I I — . . ,•e I \ T STAMP; - L I OF I ••• W LINBRTcR sv CHINDEN BLVD. - - _ SCHOOL - - - - - - - - - — — - - — — - - — — �. 1 td �o� �� o PROJECT S TE pR L1i RY10 x o z o a z r O ° n - O areas , tcor>t L,/Y — — — — — — _ E AfENT 10 0 0 °, °• °• • A O O N O O SCHOOL — — — I , (VICENZA NORTH SUBDIVISION) CONSTRUCTION Lu U R Lu w � � ® � 0 � 0 ® L 14 15 z • � �• � n MAXIE sE 0 30 OO � I I I o ••'•I AND S C A4� :' Q apLlr/ O O O I W.ANATOLE DR. S ♦,....,...' Z Q t O 4 2 gyp\ ° I Q S kL W.ANn� SS SS SS wEsr r : o 0 V I C E NZAY/6 0 0 0 o n n o _ mpRIYE � 0 VICENZA _ w DATE; W O acnr,a n O 1 4 13 1z 11 o n © ��`\`\ / McMILLAN RD. � b ° _ _ _ _ — SHEET I r J 9,2,2m2� z o o w o 0 0 LAKES o S H E ET ��J \ I o VALL �/ o 0 0 0 0 0 - - — , I I Q 000� oW 2 o I o 0 0 3 n S I 2 A >W�W 10 > 10 a O a■IIOr/ 0 ■ sear u 1 - I I U o y LL W LL 2 I� o , aroQ. ° I ,8 L1 . 1 0 ,� © SHEET , Y ym-a.- J w Q _ 0 L 1 . 2 I , N p� W QW�o� 10 - . IRMDNAg I II Q �� yTB ?V�W?�� a U � > VICENZA O r W. RAVENNA DR. - - L 1 8ID 2 ° ■ 19 ,gA NA ST. I ( /— [n �// �IQ m�p�Q C c0 `� w O �2_�W ,W " ESTATES #4 O O 0 ° 0 ° ° ®5 ® ® 1 0 1 0 0 0 0 o ss 4 s so Q o U �` � ° ° � � ® ® ® O ® O ® O O © O � I I I � � w o Q O w.:._ — — — — E I I — — USTICK RD. a Ln O of U a 2, F U R s I v - o ° RIDGETOWER � 6 o a, ® � ® ® � © � ® ® 89 I � I III mMa) v . � � � 3 O O O O O O w CEDAR CT. P R K , 5 - V CO ' � � ° - VICINITY MAP 3 0 .L- o6 a111I ,6 I I 0 0 0 N U _ VICENZA ° MAGGIO DR ° 1 1 4 12 ,3 ,4 ,5 11 s o „ - p O I SCALE: NTS Li z / p o a I Z a m- VALLEY #2 0 ° a 1 - - - - - - ; I � � I VICENZA o �e o 0 0 o o 39 ® ® © ® ® ® 31 © © o ® © © 2, ��Ts II I - - �' ma = 3 ° I � � �� PRELIMINARY Z) U ru-J 0 — COMMONS °°° °�) I — — d A/ LTCH CREIX ST. � � O OQ O \ � - '< � o o — -- I I � I � � � Q pap Z _ � „ 4 s _ _ - DEVELOPMENT FEATURES . v) m m ems, o , © ® o ) ® $ oOo © o ® o ,D _ a z 4 • W.PHILOMENA DR. � \ O • I a V ° W.PHILOMENADR. \ \ UT E I I REFER TO CIVIL ENGINEER DRAWINGS FOR /4RE/4S AND SIZING. 4 � �^ m o ° I I a w I r� "" 6 Ir / SS SS - 4. SS W.DI E CREEK'D .SS ■ J '° °■ °° 0 0 '° '° °° °' GDN \\ / 55 S o o I I " H a ammo 3 g 5 6 7 _ 8 = _ _Y gory Ti"ISHEETmmA — _ _SHEET1 I I LANDSCAPE CALCULATIONS : o W o o o ® S `n' I I I * 25' LANDSCAPE BUFFER ALONG N. TENMILE ROAD Copyright © 202o z E y FT _ I I- All rights reserved. Reproduction or use in any ZS 1 ��� L INE/4L FT. 1/35' - 1 TREES REQUIRED 1 PROPOSED ormuth or Landscape Architect writtenC.Dba permission f w BRIDGE TOWER ESTATES - o L 1 .4 < L1 . 5 - L1 . 6 I South Landscape Architecture P P Dba Southo/ / Beck&Baird Landscape Architecture P.C.isW.WAPOOT ST. _ — unlawful and subject to criminal prosecution 5 PARK/POOL .HOUSE - - UT RE FUTURE - b b * l,a' -3o' L,4NDSC,4PE BUFFER ALONG INTERIOR COLLECTORS 5 REVISIONS: 10 pT O O © p I V I No. Date DescriptionCL W w 0 - - - _ 3 m I _I I - I W. DIVIDE CREEK DR, N FAIRBORN AVE, W M/4LTA DR. 01 X � � I I I I w ® I I �_ ® o o ll I 2,414 LINEAL FT. - 40 TREES REQUIRED (EACH SIDE) * w I I I I �S U M M E RW O D I � N _�� *NORTH / WEST C 30 B SIDE DE OF ROAD, PROPosED �8 J G W.MILANOST. I "_ s *SOUTI--I / EAST (10') SIDE OF ROAD, PROPOSED 4S J ul LL W.MILANO 5T. ° z D 9ro TOTAL 0 3 2 , 3 aacrr @ I 6 O ° 0 8 7 O Q O to n ,Q y I = o II - N. VICENZA 1,U,4� 6 — __ QI _ 259 LINEAL FT. - 5 TREES REQUIRED (EACH SIDE) W.DAPHNE STREET �grpa,.s,N■ ® I'VICENZA 1 -2 ° °� ""`"� Q ii *EAST (20') SIDE OF ROAD,����\�� PROPOSED 5 ® FUTURE ; WALMART O U+HIIH+D+HII� *uJEST (2Q�') SIDE of ROAD, PROPOSED 10 TOTAL W. DAPHNE ST. 3 m I W _� NOTE: ADDITIONAL REQUIRED TREES WILL BE ADDED WHEN o W.APGAR CREEK S 7 ® _ ® I J LL - FUTURE FHA5E6 ARE DESIGNED AND /4FFROVED. � PATHWAY TREES N TREE PER 100 FT.): Z- TOTAL OF ro,45(o _ 65 REQUIRED, &8 PROPOSED I W. RIVA CAPRI ST. W m1will J II RESIDENTIAL SUBDIVISION TREES N/�4 - _ - - - -- _ L — — F P w -- a — — — — MIL LAN ROAD — 8 = - W. Mc .. A — ACREAGE DEDICATED FOR COMMON OFEN SFAGE; — - 8 y .. CURRENT P1-I�4SE �LPPROX TOTAL �LCRE�LC�E: _ q P S COMMON OPEN SF/4CE AREAS, �.00 /4C. (305,00ro SF.� a- - - - (NOTE: DOES NOT INCLUDE RIGHT OF WAY) o ° o o ����� �� I O I I I COMMON AREA PROPOSED NUMBER OF TREES. a 38 REQUIRED, 55 PROPOSED H [� II -� N TREE/S,000 5F. COMMON/ OPEN SF/4CE E.TANARO DR. Fn ` �I I VOLTERRA — I W ' C � - � 1 M I T IG,4T I ON FOR MO�I/4 OF X I ST ING TREES - N/�4 (,4 W 0 ° FUTURE , R REMOVAL E REE (ALL QI 9 , HEIGHTS #5 _ s, Aw�., �� I 9 0 �� \� - _ W EXISTING TREES ARE EITHER TO REMAIN OR BE RELOCATED ,4S ® SHOWN ON ANS • ° o o / �t� C O M M E R I A L H°le INTALE PL [—i z ST.' `� v ' INV. 0=4545 61 ■MD n dC ® /_ �U l.:ice �It J o I N 10 0 0 0 0 0 0 0 I VOLTERRA 1 -3 ° o ' ��� �' I �- 10 A Y-rs.-v'd4tiV'n J / ° IN V LTERRA I_ _ N .�, .1 Y9 O ° ° I ' I ® Y . 0 a.'ddl'1 NV.�4 W HEIGHTS 4 ° I I o o o II 91 O ® — — ° > © N %Gq , ( I Amer l II d I 0 0 0 0 0 ° , O Q ° ,R U. Q ® n 10 C. {. ° I �— z OD r. g — O 4 I I 1 N �� ■,v„■L I ° o I III E� W N �. o — N ° O L o II I O O O O a W _ ICI „ O 0 m WHI DRAIN RIM=5].Sa Q INV.21'=i la t _ INV.IB'STUB=? Z 3 a o_ OVERALL BRIDGETOWER SITE PLAN 2° 4° 6° a Z 12 12 a N SGALE: I" = 200'-0" In 0 N y H W W y Fl Q U / OWNER/DEVELOPER SITE ADDRESS * SEE SHEETS L1.1 - L1.6 FOR ENLARGED 13 MIKE MCCOLLUM N TEN MILE RD r BRIDGETOWER INVESTMENTS, LLC. MERIDIAN, ID 83646 LANDSCAPE PLANS 13 Z 2228 WEST PIAllA STREET MERIDIAN, ID 83646 SEE SHEET L2.0 FOR LANDSCAPE w (208) 871-0642 fU PLANNER/CONTACT SURVEYOR NOTES, AND PLANTING DETAILS CD O N BONNIE LAYTON TRAVIS FOSTER, PLS r WHPACIFIC WHPACIFIC DRAWN Y: L.1 690 S. INDUSTRY WAY, STE 10 690 S. INDUSTRY WAY, STE 10 AJ MERIDIAN, ID 83642 MERIDIAN, ID 83642 14 (208) 275-8704 (208) 342-5400 14 CHECKED BY: o- BLAYTON®WHPACIFIC.COM TFOSTER@WHPACIFIC.COM JR W ENGINEER LANDSCAPE ARCHITECT PROJECT NUMBER C3 MATT MUNGER, PE SOUTH BECK AND BAIRD 2m-m52 SHEET: Q s WHPACIFIC JOHN RIOTERS J 690 S. INDUSTRY WAY, STE 10 2002 S. VISTA AVENUE a MERIDIAN, ID 83642 BOISE, ID 83705 (208) 342-5400 208-342-2999 Z MMUNGER@WHPACIFIC.COM Q o 15 15 L 1 . 0 z J z W o z a A B C D E F G H I J K L M N O P O R S 3 f a a a w A B C D E _ F G H I J K L M N O P Q R S - U - ------ - - - - _ 2 PS - - LANDSCAPE LEGEND STAMP. — �W D R�TDO•• ~ — — ^r^^-- — — _ — — • o LU 1 P �I�I11`� Y R 0 X I ST IN ANTS TO MAIN - 0' ( /1 CONSTRUCTION w 6 SEMI-PRIVACY :.....:. . .,. :... . d �`.• w ANTS TO INSTALLED . L VINYL FENCE. ... .._. . .. ... . . .. .. . .•.. � ND S C A4 START FENCE , .. .. .. ... ,.. .. .. ... _ . ...: . .... •: ..' ,•�'• o '••. .�'� Z •.....• AT BUILDING 0 SETBACK 3 w TYPICAL 20' 2.0 2 Ps = � ■ CV EXISTING TREES TO SE REMOVED AND RELOCATED DATE: 9/2/2m20 w I I 6' SEMI-PRIVACY 20 VINYL FENCE. ro' SEMI-PRIVACY PROPOSED LOCATION FOR RELOCATED TREES y10 2 I cn VINYL FENCE. R 2 6 START FENCE J J R � • a$' a %= W z AT BUILDING SETBACK I I I I 3 PS - W W STEEL EDGING AS DETAILED ��\ ymWo w W QRn:rs 0 Q C9 Q C W W 17 TYPICAL I I w ■ w �� yz`�'LYzrc ma- Qom to W ■ ------------------- CUT EDGE AS DETAILED � � �Q��g�W w f m :} z z 5' WROUGHT IRON FENCE TO MATCH EXISTINGLn °' w O (o' SOLID VINYL FENCE M m a3 i START ENCE _ ■ _ o N $ 4. 3 AT BUILDING U ■ U QQ SETBACK 3 o ❑ ❑ (o' HEIGHT SEMI-PRIVACY VINYL FENCE � v TYPICAL N m M o 0 0 ° N m (-4 ,., i z 1 EXISTING FENCE TO MAIN Q o 20 201 x x E E E RE _ �, 0 Z ss - - - - - - - - - - - - - - - Z �• — PROPERTY LINE (VERIFY) w � � O�J o \s w w w w w w w w w w w w w w w w w w w _ w w�—w w w w w— QUANTITY = w / sC, \ \ 1 JB � PLANT IDENTIFICATION KEY W Q " m z m m y z _ a� s 'S'—SS- SS SS SS SS SS SS SS- SS SS SS SS -SS SS SS SS SS S SS SS SS SS ss SS SS ss 4 ,� v Q 4 I \ : • : RTF TURF TYPE TALL FESCUE SOD OVER APPROVED m 16 TOPSOIL AS SPECIFIED �■ z w a 1. w .. J Q / 20' I �� SANDSTONE BOULDERS, 3'-4' DIAMETER TYPICAL ° o z Copyright cQ 2020 W Y H W S = z All rights reserved. Reproduction or use in any Z ••i , form or by any means without written permission of W ISouth Landscape Architecture P.C.Dba South m ` I Beck&Baird Landscape Architecture P.C.is a Z unlawful and subject to criminal prosecution. Z CD ' PLANT SCHEDULE W10 5 / I 5 REVISIONS: II / O (NOTE: ALL TREES TO BE GRADE �I) No. date description II �� I 14 KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASSLu W COMMON NAME .1 F 0 ■ TREES w 2 BN "`:' W ■ START FENCE I AA Acer ginnala 'Flame' 211545 15' het. 15' wide CLA55 1 AT BUILDING I Flame Maple z II BEGIN 6' SEMI-PRIVACY �' YPBCAIK AF Acer x freeemanii 'Jeffersred' 2" B4B 35' hgt. 30' wide CLASS I1 0 VINYL FENCE. ro' SEMI-PRIVACY :k I , Autumn Blaze Mapleof II 6 PS VINYL FENCE. W 7 AF AR Acer rubrum 'October Glory' 3"-45" BBB 40' hgt. 35' wide CLASS I1 6 7. U, October Glory Maple 6 : . `� BN Be 35 25 wide CLASS 11 II I I tula ni ra E hgt. :. :.....:. : .. MULTI-STEM ❑ River arch 5 { R B C I I I I I S runes sar entii Golumnaris 2 30 hgt. 15 wide CLASS I .. P P BB L g g ., ti ... . . _ VV Columnar Sargent Cherr in I'• RR I I I I :it..•;,'.,: 9Y ''w .. G rus caller ana len s Form 2 35 h t. 15 wide G ASS it G t. P P B B L RR y y g F� R 3C•' _ 1Vd// 'IR w Chanticleer ear P RR IR. a PV Prunes vir iniana Canada Red 211545 25 hgt, 15 wide CLASS I FRF2 .,Ifs --.If2 T� g g r-I �R•R I R .i� .•IRR W r-I_ Canada Red Ghokecherr (Clump) y p cn . .'. . :. ..: , • .. ...:....•,':Lr .: ,. ._ .... PC) Pic 211545 25 . 15 wide CONIFER x 3 � ea elauca Densatahet AF 7 \_5 2.0 201 Black Hills Spruce :. I II I I 7 END 5 WROUGHT IRON FENCE. .. � PN Prunes cerasifera 'Newport 2 BBB 20 h t. 15 wide GLASS I _I::;:.:•:. .:.:::. : .:::. ' :': .:: :,., =• :`':;' ' '':':.: ' .. :..: ; : .. BEGIN 6' SEMI-PRIVACY p g :. VINYL FENCE. ro' SEMI-PRIVACY Newport Purple Leaf Plum X1• �+" 20 VINYL FENCE. 6' SEMI-PRIVACY I START FENCE TC tillia americana 'Boulevard' 211545 35' hgt. 30' wide GLASS II 12 \ AT BUILDING \ I I I I I VINYL FENCE. SETBACK Boulevard Linden TYPICAL I SHRUBS I `� BM Buxus sinica var. insularis 'Wee Willie' 2 Ga1. 2' hgt. x 2' wide RELOCATED POPLAR ,a Wee Willie Boxwood TREE (TYPICAL OF 25) I :' ,`.I• BT Berberis thunbereti 'Helmond Pillar' 2 Gal. 30" hgt. x 2' wide SEE RELOCATION NOTES I ;. � I Helmond Pillar Barberry Z g SHEET L2.0, 2 BN ■ EA Euonymous alatus 'Compactus' 2 Gal. 4' het. x 4' wide 8 Dwarf Burning Bush MJ Juniperus scopulorum 'Medora' 10 Ga I. 10"' het. x 3' wide Medora Juniper a w ' START FENCE PG Picea un ens 'Globosa' 5 Gal. 4' hgt. x ro' wide " PATCH AMID REPAIR p g g EXISTING TURF SOD AND At BUILDING Dwarf Globe Blue Spruce a x :... IRRIGATION WHERE TYPICAL 20' : `:' ` PO Physocarpus opulifolius 'Donna May' 2 Gal. 3' het, x 3' wide DISTURBED FROM - - U) Little Devil Ninebark CONSTRUCTION ACTIVITIES PE Pinus strobes 'Blue Shag' 5 Gal. 3' het. 4' wide W Z R:.-J Blue Shag Eastern White Pine O —w w w w w w w w w w w w w w w w w I Prunus x cistena 5 Gal. 6 h t. x ro wide w w w �L PL g 9 w w w w g a W. RAVENNA CT. � w w w- Dwarf Red Leaf Sand Cherry ..�PX Philadelphus x virginalis Dwarf Snowflake 5 Gal. 4 hgt. x 4 wideDwarf Snowflake Mock Oran eSS ss— -ss ss ss ss SSSS SS SS SS SS SS SS SS ss SS s S ss -ss ss SW. RAVI S e E., z ■ SB Spiraea x bumalda 'Goldflame' 2 Gal. 3 hgt. x 4' wide O . Goldflame Spirea I — — — — — — SJ Spiraea ,japonica 'Neon Flash' 2 Gal. 2 hgt. x 3' wide :: Neon Flash Spiraea W 20' 20' ��StARt FENCE RM Rosa 'Meiga Ipio' Plant Patent *1101"! 2 Gal. 2' het. x 3' wide ~ \ I :• AT BUILDING Red Drift Groundcover Rose SETBACK WF Weigela Florida 'Minuet' 2 Gal. 3' het. x 4' wide z 'c ° TYPICAL Minuet Weigela 10 I I ■ 10 �■■� A :. GROUND COVERS/ GRASSES/ PERENNIALS l�+�I I I I :•. 5 PS I CA Calamaerostis x, acutiflora 'Overdam' 1 Gal. � 3' het. x 2' wide Dwarf Overdam Grass 3ro" O.G. a / 0 ® CV Coreopsis verticillata 'Zagreb' 1 Gal. 12" het. x 18" wide W EXIStI1�1G LANDSCAPE ® ® Zagreb Threadleaf Tickseed 36" O.C. :.... . HS Hem x te Oro' a I. 16" het. x 2' wide X AND TREES TO REMAIN / ' erocallis 'Stella De O 1 G • ,. I I I Stella De Oro Daylilly 48" O.C.. I I I I ■ LA Lavandula angustifolia 'Dilly Dilly' 1 Gal. 12" het. x 18" wide O Z a ° I I I I I Dilly D1119 Lavender 3ro" O.G. CD 1 I I \ ro' SEMI-PRIVACY PA Pennisetum alopecuroides 'Little Bunny' 1 Gal. a 2' hgt. x 3' wide 11 N PA CH AND REPAIR © VINYL FENCE. Little Bunny Dwarf Fountain Grass 3ro" O.C. N I EXISTING TURF SOD AND I i IRRIGATION WHERE RF Rudbeckia fuleida 'Goldsturm' 1 Gal. m 2' het. x 2B' wide 04 W H w / DISTURBED FROM I ■ Goldsturm Black Eyed Susan 24" O.G. :t .... CONSTRUCTION ACTIVITIES I I I I I SN Salvia nemorosa 'Stratford Blue' 1 Gal. a IV het. x IS" wide ° - - - - - - - - - - - - - I " _ _ I ■ I Stratford Blue Salvia 36" O.C. a 5' WROUGHT VM Vinca minor 'Bowles' 1 Gal. 6" hgt. x 24" wide W L7 IRON FENCE. L2.0 I I I Bowles Common Periwinkle 24" O.G. g H Z_j I :... I � 04 a N 12 EXISTING z ( , I I I I 6' SEMI-PRIVACY I ■ IRRIGATION I I I I I VINYL FENCE. POND I W ®CD 8, w w ■ RELOCATED POPLAR \ \ N " TREE (TYPICAL OF 25) \ o _ SEE RELOCATION NOTES I I I I I ■ SHEET L2.0. \ 13 I \ \ START FENCE - - - - - 13 y I I T B ILD NG z EXISTING LANDSCAPE 20' 20' TYPICAL a AND TREES TO REMAIN I ■ z \ w t \ / w w w w w w w w w w w w w w w CD -i- w w w N I I w w DRAWN BY: LLJEDAR ti I AJ I I u SS SS - -SS—SS—SS—SS— SS SS SS S ■ It 14 SS SS SS ss - s SS ss -ss 14 CHECKED BY: wo / JR ° — — — — — — — — — — — — ::. PROJECT NUMBER le oe I - 20' :' 20' ��S 2m-m52 :. le MATCHLINE - SEE L1 . 1 A LLJ . . _ . . . � . . _ . . . . _ . . _ . . IIIIIIII) . . . _ . . _ . . � . . � . . _ . _ . . . . . . . _ . . . .t * SEE SHEET L1.0 FOR OVERALL SHEET: MATCHLINE - �S E E L 1 .4 I I I I S PS SITE PLAN 15 LANDS E PLAN - AREA ONE * 15 Ll . 1 SEE SHEET L2.0 FOR LANDSCAPE y SCALE: I" _ 30'-0" NOTES, AND PLANTING DETAILS A B C D E F G H I J K L M N O P Q R S 3 f a a a na w N A B C D E F G H I J K L M N O P Q R S U 2 PS — i — - - - -- -- — - - - - - - - - —__ _ — - -  - - - = LANDSCAPE LEGEND STAMP: ,...•..., C3 1 — — — — — 7 AF ■ - 1 AF 1 :� �E �� o z — — — ■ I PR LUME � Y o — > I — — z ., •> - � N O T F O B . ,. .. . . .• X I ST INCH ANTS TO MAIN 24 E PL RE O _ .. O CO >• 8 CTION w : ..: ANTS TO IN5TALLED :.: m L .., ■ " DATE: z CV 3 PS 3 Q EXI5TING TREES TO 5E REMOVED AND RELOCATEDEl g/2/2m20 w �00 L _ 2 (o'S MBE cI CY 20 R R PROPOSED LOCATION FOR RELOCATED TREES 2 y ° J o y�W�LLZF W 6' SEMI-PRIVACY a� 'arx uyi 3 PS - W W I I VINYL PENCE. STEEL EDGING A6 DETAILED �I\ ym o a_ 0 �J W ■ W I I I I ■ START FENCE I Z �� Z cW, u2i z :; h ' ' • -: � I I I I I AT BUILDING mao�Qom W ■ I I I I ■ SETBACK ------------------- CUT EDGE AS DETAILED �� JQ��g;W I TYPICAL g :} W W @ �+ 16 5' WROUGPT IRON FENCE TO MATCP EXISTING E U r J J �' SOLID VINYL FENCE ¢ E = I I N U 00 . m 3 ■ U I ■ —❑ ❑ �' ICE IC�4T SEMI-PRIVACY VINYL FENCE 3 � v " m ++ o .� o6 _ 0 o co W EXISTING FENCE TO MAIN Q o 20 20' � x x E C E E RE I: U o z a a -- � PROPERTY LINE (VERiFY) wId - - — - - — - - — - - — - - — - - ■ — / = a Lu v o QUANTITY � WQ a w w w w�—w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w ss 1 JB�� PLANT IpENTIFICATION KE'�' m z W. ANATOLE S T. v� mm �0, M s Y RTF TURF TYPE TALL FESCUE 50D OVER APPROVED 4 N 4 SS SS SS SS SS SS SS- SS SS SS- SS -SS SS SS SS SS SS -SS —SS—SS—SS SS SS SS SS ss- SS SS SS- SS SS SS SS SS ss- - SS SS / �a m o TOPSOIL AS SPECIFIED z w l ■ J W - - — - - - - 20 �r 0 2(d' SANDSTONE BOULDERS 3'-�' DIAMETER TYPICAL ° o i Z Ilk U) 20 ���� Copyright © 2020 W Y H W All rights reserved. Reproduction or use in any z • ■ I O ■ form or by any means without written permission of W '• I � South Landscape Architecture P.C.Dba South ■ I I I I I ■ Beck f Baird Landscape Architecture P.C.i. unlawful and subject to criminal prosecution. z PLANTSCHEDULEW5 IIII I�NOTE: ALL TREES TO BE GRADE "I) 5 REVISIONS: No. Date Description Z n „ ,o KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS w 6 SEMI-PRIVACY COMMON NAME W ■ ■ VINYL FENCE. TREES W W U \ START FENCE I I I I t _ t f� t w R N 6 S MI- IVACY 0 END E PR AA Acer inns la Flame 2 B B 15 t. 15 wide GLASS 1 9 hg N / ■ AT BUILDING I I I I I I I I ■ VINYL FENCE. BEGIN Flame Maple o u, SETBACK I I I 6 SOLID VINYL FENCE. I AF Acer x freeemanii 'Jeffersred' 211545 35' het. 30' wide CLASS I1 w TYPICAL 6' SEMI-PRIVACY 2 PD 3 SB Autumn Blaze Maple 7 AF VINYL FENCE. 6' SEMI-PRIVACY AR Acer rubrum 'October Glory' 3"-4.5" 545 40' hgt. 35' wide CLASS 11 6 VINYL FENC 2 CO October Glory Maple 6 N 20' ■ ■ BN Betula nigra 2" 545 35' hgt. 25' wide CLASS 11 _ ❑ 1 AF MULTI-STEM ■ River Birch :.: .:..:.<. f � � t . . .. .. .. .. .. ... .. . �.7•.-7.•: PS Pru 211545 30 . 15 wide GLASS nus sar en o umnar s ,. -. •� � .. Columnar Sargent Cherr ... , .. .. ... . . . .. .. .. .. .. .. - • . . . . PC s Form 211545 35 . 15 wide GLASS it RR .. : ... . ... . . . . ,. .: : .: Pyre eryahgt i s ca I I na Glen IR kR IR •. R'•• IRR •�—' . •''I�z .... .. � '''. •••° - . '• Chanticleer Pear F2R :I R.. R, — ` \\ PV Pru 211545 25 a 15 wide CLASS I '• try .•:,: .. • '• •... �... • a 'Ca Red' t h : .. . . .... .. . . . .... . ., ....... .. .. .. Canada Red Cho 'IRR .IRR • r m PD Pic ca 'Den ta' 211545 25' h 15' wi ... ..: El •. ... ,.- • . . . . .. .. ......• . , .. de CONIFER •. � - ea lau sat t g9 �-+ �, Black Hills Spruce B� p Z 6 PS I 71 �p S PN Prunus cerasifera 'Newport 211545 20' hgt. 15' wide CLASS I fn 6' SEMI-PRIVACY _� Newport Purple Leaf Plum START FENCE 4 END 6' EMI-PRIVACY TC Tillia americana 'Boulevard' 2" B4B 35' h t. 30' wide GLASS II AT BUILDING 6' S MI-PRIVACY VINYL FENCE. VINYL FENCE. BEGIN g VINYL FENCE. Boulevard Linden ■ SETBACK 20 I ■ 6' SOLID VINYL FENCE. ■ TYPICAL I I I I I I I I ■ I 2 2 PD SHRUBS I I I I I I I 20 5 SB BM Buxus sinica var. insularis 'Wee Willie' 2 Gal. 2' hgt. x 2' wide Wee Willie Boxwood ,s © �O BT Berberis thunberell 'Helmond Pillar' 2 Gal. 30" het. x 2' wide Helmond Pillar Barberry Z 8 N `� ■ ■ EA Euonymous alatus 'Compactus' 2 Gal. 4' het. x 4' wide 8 Dwarf Burning Bush ■ I I I I I ■ BEGIN 6' SOLID VINYL MJ Juniperus scopulorum 'Medora' 10 Gal. 10"' het. x 3' wide FENCE. Medora Juniper a w PG Picea pungens 'Globosa' 5 Gal. 4' hgt. x 6' wide -' Dwarf Globe Blue Spruce a x :> 20 PO Physocarpus opulifolius 'Donna May' 2 Gal. 3' het, x 3' wide ■ ■ Little Devil Ninebark `� PE Pinus strobes 'Blue Shag' 5 Gal. 3' hgt. 4' wide Z _ — — — — — — — — — — — — — _ _ _ _ ■ lue Shagastern White ine _ — - - - - _ B E P W O PL Prunus x cistena 5 Gal. 6' het. x 6' wide 9 Dwarf Red Leaf Sand Cherry ..� 9 w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w �' � PX Philadelphus x virginalis 'Dwarf Snowflake' S Gal. 4' hgt. x 4' wide W RAVENNAST. Dwarf Snowflake Mock Orange ZEND 6' SEMI-PRIVACY SB Spiraea x bumalda 'Goldflame' 2 Gal. 3 hgt. x 4' wideO ss ss s s ss ss ss ss -ss ss ss ss ss ss s ss ss ss ss ss ss ss ss ss ss ss ss ss ss- ■ VINYL FENCE. BEGIN Goldflame Spirea ■ \ 6' SOLID VINYL FENCE �..� � � ■ SJ Spiraea ,japonica 'Neon Flash' 2 Gal. 2 het. x 3' wide Neon Flash S iraea — — — — _ _ RM Rosa 'Mei a l to' Plant Patent 01101"! 2 Gal. 2' h t. x 3' wide START FENCE g p e A ~ 20' 20' — `�` Red Drift Groundcover Rose •I .:-•� AT BUILDING , . SETBACK ss :. ' : WF Weigela Florida 'Minuet' 2 Gal. 3' hgt. x 4' wide TYPICAL Minuet Wei ela Z Z 10 I ■ �' 9 10 �■■� Q ■ I I I . , ..`■.:°`..':... ., ;::'. :... '::. GROUND COVERS/ GRASSES/ PERENNIALS I 5 PS I I I I I I I I I I `� — CA Calamaerostis x, acutiflora 'Overdam' 1 Gal. 3' hgt. x 2' wide 20' Dwarf Overdam Grass 3ro" O.G. a I I I I 2 PS CV Coreopsis verticillata 'Zagreb' 1 Gal. 12" het. x 18" wide W Zagreb Threadleaf Tickseed 36" O.C. co % ® 96 ® ® �' HS Hemero a llis x 'Stella De Oro' 1 Ga 1. 's 16" het. x 2' wide ■ ■ BEGIN 6' SEMI-PRIVAC' Stella De Oro Da Till 46" O.G. N y y 0- I ■ I I I I ■ VINYL FENCE. MATCH 29 LA Lavandula angustifolia 'Dilly Dilly' 1 Gal. a 12" hgt. x 18" wide O Z BUILDING SETBACK Dilly D111y Lavender 36" O.G. CD 11 6' SEMI-PRIVACY I I I I I I I I I I `� PA Pennisetum alopecuroides 'Little Bunny' 1 Gal. a 2' hgt. x 3' wide 11 N VINYL FENCE. I _ _ _ — Little Bunny Dwarf Fountain Grass 36" O.C. RF Rudbeckia fuleida 'Goldsturm' 1 Gal. a 2' het. x 2.5' wide W H Q ■ � CN ■ M Goldsturm Black Eyed Susan 2 4" O.G. SN Salvia nemorosa 'Stratford Blue' 1 Gal, �► IV het. x IS" wide — — I — ■ I I I I I I — — J ■ J Stratford Blue Salvia 36" O.C. I — — I _ _ I — — — — — I — — W W © VM Vinca minor 'Bowles' 1 Gal. 's 6" hgt. x 24" wide LO I I I I I I I I fn W W Bowles Common Periwinkle 24" O.G. H A z U) U a a Ld 04 12 LU W 12 VAGY I ■ I I I I I I I I I I I `� Z ■ Z o E I I I I I I I I J J 5 6' SOLID / N 2.0 VINYL F NCE LLJ y ■ st ss ■ 6 4 CA Q 2.0 3 RM ■ � ■ I I I I I I I I I I I � - - — 5 BM 13 START FENCE — — — — — — 13 T BUILDING _ _ - - - - - — \* ETBACK — — — u, oe Z I 20' 20' TYPICAL ■ — — — — — U) N Z W U 1 (U N w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w — - - DRAWN BY: -� ,4J ■ E D A R VE S T. 3 6 PC F W I `� 2 0 14 CHECKED BY: a 14 S SS SS SS— SS - S SS— SS -SS SS- SS SS SS SS SS SS SS SS SS SS —SS SS SS —SS SS SS SS SS SS SS SS S _SS_ ■ JR oe 0 A — — — — — — J — — — PROJECT NUMBER R - - - - - - - - � - - � — -Or oe 20' 20' ��START FENCE > SETBA C3 AT �ING � U_ H y MATCHLINE - SEE L1 .2 ` SHEET: J w . . . . -: MTYPICAL _ . _ . . . . . . . . . _ . . . . _ . _ . . . . . . . _ . . _ , * SEE SHEET L1.0 FOR OVERALL a A � � r 5 Ps T I I I I MATCHLINE - SEE L 1 .5 U z SITE PLAN I I I I I I ■ z 15 - o' 30' 60' ao' * 15 L1 . 2 LANDSCAPE PLAN E TWO SEE SHEET L2.0 FOR LANDSCAPE J SCALE: I" = 30-o" NOTES, AND PLANTING DETAILS a A B C D E F G H I J K L M N O P Q R S 3 f a a a na w N A B C D E F G H I J K L M N O P Q R S U — — — 7 AF — — — — — I Wi LANDSCAPE LEGEND 1 STAMP:,..•.. .• .. �- AF — _ ° . � �5 �xo01 � o . z ■ 40 RII11� Y W a EXISTING PLANTS TO REMAIN 24" O N O T F O B CONSTBIICTION PLANTS TO BE INSTALLED •.�l ��.'' ,... ..,. .: ' '. . 6' SOLID VINYL• � END 4 ITC : .. ...: ..: . • FENCE o :� .'~ CW Q �.: .+-. . bun�i:;: '':. D I I I EXISTING TREES TO SE REMOVED AND RELOCATED DATE: 0 I w 9/2/2020 OL 2 : r I I R R PROPOSED LOCATION FOR RELOCATED TREES 2 a�IW y W GOOF OW �. yWpCO�J w W I■ STEEL EDGING AS DETAILED ��\ Wma°���START FENCE I W z�� a AT BUILDING W ":I': ' ,..' '•... mac���u�iu�i :. .:.. I ------------------- a o a a g?g o■ SETBACK I c I': : �'.: CUT EDGE AS DETAILED TYPICAL U) � m — — — — - W 5' WROUGHT IRON FENCE TO MATCP EXISTING I N � Q o o u a Z ■ I (o SOLID VINYL FENCE _ 0 M m cy) N i o .. W = 00fV O ■ ''t I cn � N 3 I I J � I-IE IC��-IT SEMI-PRIVACY VAC`i' VINYL FENCE 3 °1 11 RM I :L o .0 CD M -� m � � i O 10 BM 10 BM I x x EXISTING FENCE TO REMAIN Q Z Z 10 si \ J— — - - PROPERTY LINE (VERIFY) -� 77 QUANTITY W = = W w w w w w w w ss y :.•;. W 1 JB�� PLANT IDENTIFICATION KEY a m W z w w w w 4 g U � � �03 W . II I Z 4 \ _ 3 11 RM - - - - - I ENTRY SIGLGI E I Da _ _ _ RTF TURF TYPE TALL FESCUE SOD OVER APPROVED 4 N 2 0 l Y OWNER) - .. ca a ss ss ss ss ss- ■ ss ss 6' SOLID TOPSOIL AS SPECIFIED a 20' VINYL FENCE. / I = W START FENCE T At BUILDING 4 PC . :� / w , , o a a nn 20' 3 PS SETBACK �/ / W 1I1 R ALTA DR I SANDSTONE BOULDERS, 3 -4 DIAMETER TYPICAL o TYPICAL /SS SS SS SS SS SS SS SS SS S SS co ���� Copyright © 2020 0 • I All rights reserved.Reproduction or use in any z \ / I W o m or by any means without written permission of 4 AR w ■ / / _ 5 •' ..• • V I I / — South Landscape Architecture a South t &Baird Landscape Architecture P.C.isD Back unlawful uan subject to criminal minal prosecution 5 I I ■ 6' SOLID - PLANT SCHEDULE ($NOTE: ALL TREES TO BE GRADE M) REVISIONS: 2 0 VINYL FENCE. /':: . :L: �:f T / / No. Date Description KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS 6' SEMI-PRIVACY COMMON NAME • . VINYL FENCE. 10 BM _ W — TREES W ■ 10 BM I. ■ END 6' SEMI-PRIVACY y. ::' .� 11 RM AA Acer ginnala 'Flame' 211545 15' het. 15' wide CLASS 1 VINYL FENCE. BEGIN I / W I Flame Maple o I I 6' SOLID VINYL FENCE. 16 TC 1 I AF Acer x freeemanii 'Jeffersred' 2" B4B 35' hgt. 30' wide CLASS I1 N I W LL 3 SB Autumn Blaze Maple AR Acer rubrum 'October Glor ' 3"-45" BBB 40' h t 35' wide CLASS I1 6 6' SEMI-PRIVACY 2 PD j W I \ y g I 6 VINYL FENCE. 2 CO I \ October Glory Maple ■ 1 AF BN Betula niera 2" 545 35' hgt. 25' wide CLASS 11 :.:.: .. :.. :• ■ • River Birch MULTI-STEM '-T• ' I \ ntii Columnaris,.. :,. -•. PS Pru 30 15 wide GLASS I ,. C�-�• I nus large 2" BBB hgt r i i t • .. . 'I••. � Columnar Sargent Cherr , I I PC Pyrus caller ana 'Glen's i G leni s Form" 2ii B B 35r h t. 15 wide CLASS ASS it Chanticleer Fear IRR. � W t t PV 211545 25 a 15 wide CLASS I .•IRR. iR• •iR'R�� •iF�R � .�, I Prunusnus virginiana Canada Redhgt, . . .. PC) Pice Bata 211545 25 15 wide CONIFER • .... . . :•'. ca Den okech ' he I -Canada Gh r m ::.. ALL TREES t0 BE I I I a Blaut 7 A CENTERED IN THE I'SWALE _ w Black Hills Spruce 7 6 PS 1' PS ® I I PN Prunus cerasifera 'Newport 211545 20' hgt. 15' wide CLA55 I 8 AR Newport Purple Leaf Plum 6' SEMI-PRIVACY END 6' EMI-PRIVACY / " ` { I I p p VINYL FENCE. � �� .�' � W I TC Tillia americana 'Boulevard' 211545 35' hgt. 30' wide GLASS II VINYL FENCE. BEGIN 2 AR ■ 6' SOLID VINYL FENCE. I Boulevard Linden I I I ' • I SHRUBS 2 2 PD 2.0 \ LLLD I I BM Buxus sinica var. insularis 'Wee Willie' 2 Gal. 2' hgt. x 2' wide 5 JS13 :t Wee Willie Boxwood 2 CO � = I I Bt 5erberis thunber ti Helmond Pillar' 2 Gal. 30i hgt. x 2r wide 22 ® © © 6 Helmond Pillar Barberry 8 8 AR ' I EA Euon moos alatus 'Com actus' 2 Gal. 4' het.t. x 4' wide 8 ■ 2.0 I I _ y p g • • Dwarf Burning Bush ■ BEGIN 6' SOLID VINYL I < ` I W I MJ Juniperus scopulorum 'Medora' 10 Gal. 10"' het. x 3' wide FENCE. Medora Juniper a w NOTE: DRAINAGE SWALES ARE CONSTRUCTED WITH A :..•I. CONTINUOUS SAND WINDOW IN THE BOTTOM OF THE SWALES, :} " I I PG Picea puneens 'Globosa' S Gal. 4' het. x 6' wide LOCATE TREES AND FLOW DIVERTERS AS SHOWN ON THE Dwarf Globe Blue Spruce a x PLANS (TREES 50' O.C.) W I I PO Physocarpus opulifolius 'Donna May' 2 Gal. 3' het, x 3' wide■ ._ � TIMES, I:.- . • I I I Little D H H evil Ninebark 20' KEEPTHE INLETS CLEAR AT ALL A JUST THE PE Pinus strobes 'Blue Shag' 5 Gal. 3' het. 4' wide W Z 14 ■ TREE LOCATIONS 50 IT DOES NOT CONFLICT WITH THE C'•::: :':•:�:' :;! .: W I I Blue Shag Eastern White Pine O INLET FLOW TO THE DRAINAGE SWALES. I I W IPL Prunus x cistena 5 Gal. 6' het. x 6' wide 9 Dwarf Red Leaf Sand Cherry 9 zw W I PX Philadelphus x virginalis 'Dwarf Snowflake' S Gal. 4' hgt. x 4' wide .t.� � END 6' SEMI-PRIVACY _ � I Dwarf Snowflake Mock Orange � Z ■ SB Spiraea x bumalda 'Goldflame' 2 Gal. 3 hgt. x 4' wide ss Ss \ VINYL FENCE. BEGIN - - - - - - - - - - - - - - - - �: D ss Ns� s ss� Goldflame Spirea O 6' SOLID VINYL FENCE. `L.4U1N• ■ W - 4 I I SJ Spiraea ,japonica 'Neon Flash' 2 Gal. 2 het. x 3' wide Neon Flash Spiraea W \ _ t RM Rosa 'Meiga Ipio' Plant Patent *1101"! 2 Gal. 2' hgt. x 3' wideQL ~ T .- ;: W Red Drift Groundcover Rose s I WF Weigela Florida Minuet 2 Gal. 3 hgt. x 4 wide Minuet Wei eta 10 iy l: I g 10 A . I � .. ,W M ■ I GROUND COVERS/ GRASSES/ PERENNIALS Frl t :. ::. .. � :• ':I I CA Calamaerostis x, acutiflora Overdam 1 Gal. � 3 het. x 2 wide 20' I Dwarf Overdam Grass 36" O.G. a 2 PS W I CV Coreopsis verticillata 'Zagreb' 1 Gal. 12" het. x 18" wide W - I Zagreb Threadleaf Tickseed 36" O.C. ® `� I : I I HS Hemeroca Ilis x 'Stella De Oro' 1 Gal. 's I. 18" h t. x 2' wide g N ■ BEGIN 6' SEMI-PRIVACY I j I 'W I Stella De Oro Daylilly 46" O.G. a ■ VINYL FENCE. MATCH 20' ��: Q I I LA Lavandula angustifolia 'Dilly Dilly' 1 Gal. a 12" het. x 18" wide Z g BUILDING SETBACK Dill Dill Lavender 36" O.G. O y y W11 I PA Pennisetum alopecuroides 'Little Bunny' 1 Gal. a 2' hgt. x 3' wide 11 a C■■� N - - - - - :: '. Little Bunny Dwarf Fountain Grass 36" O.C. N00 RF Rudbeckia fulgida 'Goldsturm' 1 Gal" m 2' het. x 2B' wide F M Goldsturm Black Eyed Susan W FBI I 24 O.G. �, CV I >: A IT- ■ I•:" : D IW I SN Sa(via nemorosa 'Stratford Blue' 1 Ga I. � 18" het. x IS" wide ■ I or Stratfd Blue Salvia 36" O.C. J J A a ® I I I VM Vinca minor 'Bowles' 1 Gal. 's 6" het. x 24" wide W to A `� w W Bowles Common Periwinkle 24" O.G. H a � � I r � a co Ld _ _ :I I I a12 w'-w I — — �.:; I 12 Z ■ �: : . J cu Z Z_ _ 5 I I o J J r I CD N _ = 2 0 VINYL FDNCE. L y U U _ L.. wCD 6 I 1 89 - ti 4 ICA ' . • A a 20 I U I C ■ C 3 IRM �. ti - - - 5 g • D , 13 �, :I :.:' ' I I 13 N \ O C/) I•.` ' a — — is N _ —CD o — — _ _ N — w w — — L) w �� 3 IRR N IRR w I I IRR IRR IRR DRAWN BY: I ,4J 6 PC — — — — — IRR— IRR IRR— IRR a ■ 2.0 — — ERR IRS — IRR :IR 14 C. I I 14 CD s Cn ss ss ■ I JR ti CHECKED BY: LJ w ° 6 AR I L: , ,,, PROJECT NUMBER IX IX II a -\ u' US D W 2m-m52 F_ w . . � . — : . � : . . . . . . . �TC H L- :S E�3 . . . . . . . I:. :: a: '. . IJ� . . . . IN, * SEE SHEET L1.0 FOR OVERALL SHEET: J A � r i a 0 z� ` :: MATC H L I N E - SEE L 1 .6 _ W I I — — — — SITE PLAN �: : ::: .:::•�: = : : 111 1 rL1 . 3z 15 - o so 6o ao * 15 LAN CAI PLA AREA THREE SEE SHEET L2.0 FOR LANDSCAPE 777 J SCALE: I" = 30'-0" NOTES, AND PLANTING DETAILS a A B C D E F G H I J K L M N O P Q R S 3 f a is a na w N A B C D E F G H I J K L M N O P Q R S Q w w w w w w w w w w STAMP: ..alil . W W W W W OF 1,0 � w w--�--w w w LANDSCAPE LEGEND :..S���Op4V'0..: 6 oSS - - DA R P � Y ® SS SS SS SS SS SS S�- SS ss SS _SS_ SS SS -SS SS 24" O E X I ST INCH PLANTS TO REMAIN N O T F O s o • ° CONSTRUCTION o a ° — — — — — — — — — — — PLANTS TO 5E INSTALLED •., 1� �� _ ° .,,�scA ..• 1 — 20' 20' ��S 0 MATC H L I N E - SEE L 1 . 1 EXISTING TREES TO 5E REMOVED AND RELOCATED DATE: z W � M M M M i M M � M M M M M M M M M M M M ":� M MT' 9/2/2m20 MATC H L I N E - rS E E L 1 .4 ' ' I I 5 Ps R R PROPOSED LOCAL I ON FOR RELOCATED TREES y 2 I I I I I I I 2 arc= W ° 8r WSW y z yWWpCO�� w I STEEL EDGING AS DETAILED ��\ ZW�°��� BEGIN 5' WROUGHT END l SEMI-PRIVACY cn I I : is yz YzE Z : : VINYL FENCE. MATCH ..' IRON FENCE. BEGIN 6 :. ;.. C� �� �amamWW ' V io w 20' BUILDING -- CUT EDGE AS DETAILED SEMI-PRIVACY VINYL ' .. "::. �.'-:`.:,. ----------------- N o a g t o FENCE. SETBACK ° 3 Ps 201 I I I I I I I I ' 5' WROUGHT IRON FENCE TO MATCH EXISTING I O ♦•• I 1 0 E U N ;.,: :.. 6' (o SOLD VINYL FENCE - SEMI � I Y F C ¢ � � � � v :. I I VINYL FEi omo °�' •� 3 a 3 Ni.° `� I I — �' I-IEIC�-It SEMI-PRIVAC`i' VINYL FENCE 3 — °1 ° � 00 CD l I 000ER u rV CO N rn — — — — — — — — _ _ I — — — — x x EXISTING FENCE TO REMAIN z I END 5' WROUGHT IRON v�i ' �' ° I I a s Z BEGIN 6 y - - PROPERTY LINE (VERIFY) W EMI-PRIVACY VINYL W ENCE. I / u a ° :. I BL OC/'. QUANTITY :. ..: LU � PLANT IDENTIFICATION KEY Z 1 6SEMI-PRIVACY c, its Z 1 VINYL FENCE. SLUE SOD OVER APPROVED 4 a o 4 :: , :':. : PATCH AND REPAIR I '��■� c, RELOCATED CHOKE I H ca g I ° CHERRY TREE (TYPICAL EXISTING TURF SOD AND I TOPSOIL AS SPECIFIED �� OF 2) SEE RELOCATION IRRIGATION WHERE ® ® ® ® ® ® I I ® J c NOT S HEET L2.0. DISTURBED FROM I I I s Z CONSTRUCTION ACTIVITIES I I I I �. 11 - - I I I I I I I I II I ■ �� SANDSTONE BOULDERS, 3'-4' DIAMETER TYPICAL ° o W 1' O I 1 1 1 I I I I I �� Copyright © 2020 w - > I All rights reserved.Reproduction or use in any z form or by any means without written permission of w cn 1 STA W SBeck&Baird Landscalpe Ar hitecturre P.Cis h .. .,, unlawful and subject to criminal prosecution. % AT : a 20' 20 SEF PLANT SCHEDULE $NOTE: ALL TREES TO BE GRADE 01) XISTING LANDSCAPE -.- " 5 AND TREES TO REMAIN � � 5 �� — — — — — ; No. Date Description Z KEY 50TANICAL NAME PLANTING SIZE MATURE SIZE CLASS o COMMON NAME w w w w w w w w w w w w w w w w w w w w w w w— �€ W ° `rm • i AA Acer ginnala 'Flame' 211545 15' het. 15' wide CLA55 1 W ■ Flame Maple z SS SS SS SS SS SS SS -SS- —SS SS SS SS S SS SS SS SS SS�-SS SS SS— ° • \ / � AF Acer x freeemanii 'Jeffersred' 211545 35' het. 30' wide CLASS 11 W / \ — Autumn Blaze Maple 6 \ i AR Acer rubrum 'October Glory' 3"-4B" 545 40' hgt. 35' wide CLASS 11 6 I // \ I October Glory Maple / \ / � Q 5N 5etula nigra 2" 545 35' hgt. 25' wide CLASS 11 20 .• '. MULTI-STEM River Birch PS Prunus sareentii 'Columnaris' 211545 30' hgt. IE, wide GLASS I Columnar Sargent Cherry / \ f I/ \ - . •• � � PC Pyres calleryana 'Glen's Form" 211545 35' het. 15' wide GLASS it \ 1 I Chanticleer Pear / I \ 5' WROUGHT N PV Prunus virginiana 'Canada Red' 211545 25' het. 15' wide CLASS I / IRON FENCE. L2.0 I � Canada Red Chokecherry (Clump) PD Picea glauca 'Densata' 211545 25' hgt. 15' wide CONIFER 7 I° // \ / I I © 1 1 I 1 ® I © ■ :..::.L..1; �' W Black Hills Spruce 7 / \ I 1 NOTE: DRAINAGE ISWALES CONSTRUCTED WITH A 1 :.`•ti PN Prunus cerasifera 'Newport 211545 20' hgt. 15' wide CLA55 1 / \\ CONTINUOUS SAND WINDOW IN THE 50TTOM OF THE SWALES, �� Newport Purple Leaf Plum / \ / LOCATE TREES AND FLOW DIVERTERS AS SHOWN ON THE u, tC Tillia americana 'Boulevard' 211545 35' het. 30' wide GLASS II SOCCER FIELD PATCH AND REPAIR 2 BN / 1 \ EXISTING TURF SOD AND PLANS (TREES 50' O.G.) Boulevard Linden 1 ° 70 yds. X 45 yds. . - IRRIGATION WHERE 6' SOLID VINYL 6 PG Y Y END L D L 5 KEEP THE INLETS CLEAR AT ALL TIMES, ADJUST THE SHRUBS / \ DISTURBED FROM FENCE. I 6' SOLID I TREE LOCATIONS 50 IT DOES NOT CONFLICT WITH THE I 6 RM �\ \\ ONSTRUCTION ACTIVITIES 7 BM 20 VINYL FENCE. I INLET FLOW TO THEI DRAINAGE SWALES. (n Z 5M 5uxus sinica var. insularis 'Wee Willie' 2 Gal. 2' hgt. x 2' wide \ \ 6 4 CA I 7 PC 17 BM Wee Willie Boxwood \ \ 20 9 EA 3 RM 5 BM 16 BT 5T 5erberis thunbergii 'Helmond Pillar' 2 Gal. 30" het. x 2' wide Helmond Pillar 5arberr y 8 EA Euo tus 2 Gal. 4 . x 4 wide 8 \ . •. ..• .:.• nym mpa hgt ous alatus Co c • . Dwarf urnin ush ° O t 9 .. .. •.. .:.. •. ... ... ..... .....:. .. I I III 1 :..'. M uni eras sco ulorum Medora 10 a 1. 10 t. x 3 i RELOCATED POPLAR .� -. ... .. :,..•..:.-..... ' ::. . : .• .: � ..:�...:': p p � Medora Juniper T (TYPICAL OF 25) e TREE P L p a w \ SEE RELOCATION NOTES \ PG Picea pungens 'Globosa' S Gal. 4' het. x 6' wide . \ Z7� 1 /� SHEET L2.0. \ \ : : ' - Dwarf Globe Blue Spruce x:- REL RELOCATED PR E .: O h socar us o ulifolius 'Donna Ma 2 Gal. 3 hgt. x 3 wide (TYPICAL OF 3) SEE Little Devil Ninebark .. w w w 1 \ \ SNLE7 A��N NOTES 3 w w w w w PE Pinus strobes '51ue Shag' 5 Gal. 3' het. 4' wide W co Z 11 AR Blue Shag Eastern White Pine O \ EXISTING LANDSCAPE / •� : PL Prunus x cistena 5 Gal. 6' het. x 6' wide 9 9 14� x ° \ AND TREES TO REMAIN // R 55 ss S ss SS—SS ss —SS—S ss ss ss ss ss ss ss ss- Dwarf Red Leaf Sand Cherry ..� x \ / :.R.:: PX Philadel hus x vir inalis 'Dwarf Snowflake' S Gal. 4' hgt. x 4' wide 4114 x p g 9\ / .. Dwarf Snowflake Mock Orange X \ / g \ : . . .:... -• ° .:. '::. : 65 S iraea x bumalda 'Goldflame' 2 Gal. 3 hgt. x 4' wide ....... ... .. .._ .. . \ / .. - .: ..••:.... .;;/ .. • .::. : .. •.:-:• � Goldflame S irea p 0 SJ la 2 Gal de • x � \\ // 1 PC 55 ` Spiraea ,japonica 'Neon Flash' 2 het. x 3' wi Neon Flash S iraea \ / 1� RM Rosa ' to' Plant Patent *1�8 2 Gal 2' x 3' wid• �...:• .•:�.,`.....:.: � 55 ' _ Meigalp � hgt. e PATCH AND REPAIR Red Drift Groundcover Rose ° \ EXISTING TURF SOD AND / % ti WF Weigela Florida 'Minuet' 2 Gal. 3' hgt. x 4' wide 10 AR IRRIGATION WHERE <�/ '.'• — Minuet Wei ela z Q 10 \ DISTURBED FROM 10 U, M / fn GROUND COVERS/ GRASSES/ PERENNIALS Frl � \ CONSTRUCTION ACTIVITIES �- , ° \ / / I \ GA Calamagrostis x, acutiflora Overdam 1 Gal. � 3 het. x 2 wide Dwarf Overdam Grass 36" O.G. a CV Coreo sis verticillata 'Zagreb' 1 Gal. a 12" h t. x 18" wide • • �• 1 PC �:',: p e e W EXISTING LANDSCAPE O � C Zagreb Threadleaf Tickseed 36" O.C. AND TREE TO MAIN ��V- HS Hemeroca Ilis x 'Stella De Oro' 1 Ga I. � 18" hgt. x 2' wide :• � Stella De Oro Daylilly 48 O.C. a .• : ' : I LA Lav 'Di Di a 12" h x 18" wide° /°:. : . �� andula angustifolia Ily Ily 1 Gal et O Z :'...:.'.....;... .:. ..: z6z Ole/ 1 J J y Lavender 36" O.G. - - - - - - - —: - - — - - - ECD CxIN 5—WROUGHT _ _ 11 ° :.:: — — — — — — — — — — — — — _ — — alopec es 'Lit unny' 2' hgt. x 3' wide 11 Dilly D N \ MATCH — _ PA Pen stem uroid 'Little B 1 Gal 1RONFENGE. - - - - - - - - - - - - _ _ _ - - _ nis C■■� N O - — — — — — — — — — — — — — — — — — — - - EXISTING. Little Bun y Dwarf Fountain Grass 36 O.C. • W LLJ n in cu a ' / �,� — — — — _ w RF Rudbeckia fulgida 'Goldsturm' 1 Gal. 2' het. x 2B' wide 1�1 w V \ / U) U) —�� - Goldsturm 51ack E ed Susan 24" O.G. C SN Salvia nemorosa 'Stratford Blue' 1 Gal. �► IV het. x IS" wide 0 Stratford Slue Salvia 36" O.C. ii t ;o �� w w 1po VM Vinca minor 'Bowles' 1 Gal. a li hgt. x 24" wide W ::• / z ■ z 5owles Common Periwinkle 24" O.G. H z :a : v ,` �� J J w T C ) U a 12 12 z 18 Q ■ Q N 55 ALL TREES TO 5E C C �:: ' .. CENTERED IN THE G ■ G 0 SWALE N 3 AR w 5� w /x L) Q ti 13 / \\ 13 Z w ■ XIS TING LANDSCAP c SAND TREES TO REMAIN ■ \ CD cu DRAWN wCID BY: oe I ° v 14 r.. ': . 14 CHECKED BY: CD JR Ld oe •�� PROJECT NUMBER oe le ti 2m-m52 le 1 �:. .:: * SEE SHEET L1.0 FOR OVERALL SHEET: a. z SITE PLAN a ■ 12 15 LANDSCAPE PLAN — AREA FOU �� 3O' 6 CIO, * 15 L 1 . 4 J LJB SEE SHEET L2e0 FOR LANDSCAPE Z y SCALE: I" _ °'-°" NOTES, AND PLANTING DETAILS a A B C D E F G H I J K L M N O P Q R S 3 f a Ia a na w N A B C D E F G H I J K L M N O P Q R S STAMP:••...•...,�� LANDSCAPE LEGEND ..����� °F ID ••.. w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w so Z �� o��D.ROT�� � E D AR VE S T� 3 6 PC 1 W PR �I I11� Y a ■ 20 N O T F O B Z 24" O EXISTING PLANTS TO REMAIN z S SS SS SS SS SS SS -SS SS SS SS SS SS SS SS SS -SS SS SS SS SS _SS_ SS SS _SS_ SS SS SS SS SS SS S SS ■ C O 8 T 8 II C T I O N 0 PLANTS TO BE INSTALLED •'•.L�NDscA4� 20' 20' ��STARTFENCE - - - - - - - - - - - - - - - - - - - - - - - - Q AT BUILDING ` fn 1 �� SETBACK MATH L I N E - SEE L 1 .2 — ■— — — _ _ EXISTING TREES TO SE REMOVED AND RELOCATED DATE: W MTYPIT — I r M M M I 9/2/2020 W 7 5 Ps I I I I I MATCHLINE - SEE L1 .5 z R R c PROPOSED LOCATION FOR RELOCATED TREES 2 �, >W�W y z 00 OW 2 I I I I I I I s yWo�o;� W STEEL EDGING AS DETAILED k\ Z� Wa0; zQt�QCWW CD O ,o ■ ----------------- CUT EDGE AS DETAILED ��l W I 11 0 13 14 15 -- .tQ�VgZZ I 19 � © VINYL FENCE._ 5' WROUGPT IRON FENCE TO MATCP EXISTING I I I I I I I I E IICD 8 I 6' SEMI-PRIVACY I I I I I I I I I 2 Pc �' SOLIp VINYL FENCE ¢_ v N O VINYL FENCE. 00 o N a 3 : .: :.. ■ —0-0— (o' I-IE IG�-IT SEMI-PRIVACY VINYL FENCE 3 N CD .°n 00 -� v`ni ■ END 6 SEMI-PRIVACY0 CD R i VINYL FENCE. BEGIN z 6 SOLID VINYL FENCE x x EXISTING FENCE TO REMAIN . a 20' F C ■� c; a PROPERTY LINE (VERIFY) // /" a BL O�/'1 I QUANTITY W �" -a W N fn 1 JB�� PLANT IDENTIFICATION KEY Q m W 6' SEMI-PRIVACY I I I I I I I I I `n 20, a.Y Z 4 I VINYL FENCE. I I I I I I I 2 0 3 Ps : . : . RTF TURF TYPE TALL FESCUE 50D OVER APPROVED 4 N START FENCE TOPSOIL AS SPECIFIED �� z W ® ® AT BUILDING W Y�. ..: ® ® ® ■ SETBACK 2, TYPICAL o I I � .''' ■ uL Y3 Pc �� SANDSTONE BOULDERS, 3'-�' DIAMETER TYPICAL ° o W I I I I c 2.0 �� Copyright © 2020 I All rights reserved.Reproduction or use in any � form or by any means without written permission of ,y _ _ / SBeck&Baird Landscaouth Landscape 1pe Architecture P.C.is tecture P.C.Dba h START FENCE unlawful and subject to criminal prosecution. Z AT BUILDING _ SETBACK 5 .... . / — PLANT SCHEDULE .NOTE: ALL TREES TO BE GRADE M) 5 REVISIONS: o 20 : 20 TYPICAL — — — — 1•;•• . '� — — � — — � ■ No. Date Description KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS W COMMON NAME o w w w w w w w w w w w w w w w w w w w w w w w w M �� TREES w w w w w w w w w / ■ W� DTCH CREEK / \ ■ �4A Acer gi e M 'Flame' 211545 15' hgt. 15' wide GLASS 1 z Flame Maple o 55 AF Acer x freeemanii 'Jeffersred' 211545 35' hgt. 30' wide GLASS 11 W ss ss ss ss ss�-ss ss ss SS--SS— ss —SS- ss _SS_ ss ss Ss ss ss ss- ss ss ss ss ss ss ss ss ss Autumn Blaze Maple R. 5 6' SOLID AR Acer rubrum 'October Glor ' 3"-4B" B4B 40' h t. 35' wide CLASS I1 = 6 I _ _ _ _ _ — _ — — — — — _ _ _ _ VINYL FENCE. October Glory Maple y g 6 20' � Q STARVE \ 5 PN BN Betula nigra 2" BdB 35' hgt. 25' wide CLASS 11 20' � AT BUILDING River Birch MULTI-STEM ■ � � \ ■ 2 CO r i fi i r (• .. :``;: k SETBACK I � PS Prunus sareentii Columnaris 211545 30 hgt. 15 wide GLASS I TYPICAL I I I I I I I ■ 2 gg Columnar Sargent Cherry Q I I I I I 2 5 PP PC Pyrus calleryana 'Glen's Form" 211545 35' het. 15' wide CLASS it Chanticleer Pear N \ 2-0 PV Prunus virginiana 'Canada Red' 211545 25' hgt. 15' wide CLASS I 9 SB Canada Red Chokecherry (Clump) ■ � ■ 2 CO PC) Picea elauca 'Densata' 211545 25' het. 15' wide CONIFER Black Hills Spruce 7 LES CONSTRUCTED WITH A I ■ ' I ® I I I O I I O I �o I " ■ 2 SB PN Prunus cerasifera 'Newport 2" B4B 20' hgt. 15' wide CLA55 I 7 DOW IN THE BOTTOM OF THE SWALES, \ I I I I I I I I I Newport Purple Leaf Plum LOW DIVERTERS AS SHOWN ON THE 2 BN / 2 BN NOTE: DRAINAGE SWALES ARE CONSTRUCTED WITH A \ TC Tillia americana 'Boulevard' 211545 35' hgt. 30' wide GLASS II °.. CONTINUOUS SAND WINDOW IN THE BOTTOM OF THE SWALES, \ .. Boulevard Linden 6 PG 6 PG 6 LOCATE TREES AND FLOW D I VERTERS AS SHOWN ON THE 11 PC y ..::C AR AT ALL TIMES, ADJUST THE SHRUBS T DOES NOT CONFLICT WITH THE I 6 RM L2 0 PLANS (TREES 50' O.C.) ■ INAGE SWALES. 6 RM I I 5 6' SOLID I I BM Buxus sinica var. insularis 'Wee Willie' 2 Gal. 2' hgt. x 2' wide 7 PC 17 BM 2 0 VINYL FENCE. I (KEEP THE INLETS CLEAR AT ALL TIMES, ADJUST THE Wee Willie Boxwood 17 BM I I I I I TREE LOCATIONS 50 IT DOES NOT CONFLICT WITH THE 4 CA I I INLET FLOW TO THE DRAINAGE SWALES. BT Berberis thunberell 'Helmond Pillar' 2 Gal. 30" het. x 2' wide 16 BT Z 16 BT 5 BIVI Helmond Pillar Barberry i r i i :,.. :... 8 .. .. .. ... ... .. ... .. ... . . . . . ,. ., .. .,• . • EA Euon moos a latus Com actus 2 Gal. 4 h t. x 4 wide 8 • ... ., ... . . � •� �� � Dwarf urnin ush D B B : :.: .. .y'. M uni eras sco ulorum Medora 10 a 1. 10 t. x 3 i :,/! J J G wide . . ... .. .. .. . .: : .. ........... . . ... .. .. ...... ... . ... .. :.: .... .:.. .... : . .... .: Medora Juniper l000l a /77 \/7 /7 /7PG Pic 5 Gal 4 e x 6 wide Dwarf Glo lue ruts x . .. .... ns 'Glo sa' ' h ' . . . ..::... i�•�: ea gunge o 04 'Donna M. • :.. . ... :... . . . •::.... socar us o ulifoltusSD a 2 Gal. 3' h t, x 3' wide /7 /7 .77.77 r ... . .:....... : . ... . M p p M Little Devil Ninebark w .. w w w w i i r � w w Ines strobes lee Shag' 5 Gal. 3 h t. 4 wide w PE P B w w w w /M ss Blue Shag Eastern White Pine g � w - w w w w w w w �.w.. : w.. O ■ /M es/ PL Prunus x cistena 5 Gal. 6' het. x 6' wide 11 AR ■ 20 W� DI V E CREEK DRIVE 11 AR 9 Dwarf Red Leaf Sand Cherry ..� 9 SS SS SS SS SS SS SS--SS—SS S SS SS SS S SS SS SS- SS - -SS SS SS SS SS S SS SS— SS -SS SS SS - PX Philadel hus x vir inalis 'Dwarf Snowflake' S Gal. 4' h t. x 4' wide ss ss ss ss s' p g 9 s .. . .. . .. . .... .... .. . ,• ice Orange 8B i s a s 'Goldflame'an 2 Gal. 3 4' wide pr x e Dwarf Snowflake Mock e . .. . .. . . .. . . . • S ea x bum Id het. .• oldflame 8 irea G O SJ it lash 2 Gal. 2 x 3 wide . .. .., .. . . . .. . ... — ...; : .... . .. . . ...: .. .. : ':� . T ' ,. ;:�.:.•::•, p aea ,japonica 'Neon F hgt./ S ■ Neon Flash Spiraea RM Rosa 'Meiga 1pio' Plant Patent *1101"! 2 Gal. 2' het. x 3' wide ~ Red Drift Groundcover Rose 10 AR WF Weigela Florida 'Minuet' 2 Gal. 3' hgt. x 4' wide 10 ALL T ES TO BE Minuet Weigela CENTERED IN THE 11 AR 1O �■■� ■ 3 AR I I SWALE 0 ■ Cfl GROUND COVERS/ GRASSES/ PERENNIALS ■ J \ J ■ J CA Calamagrostis x, acutiflora 'Overdam' 1 Gal. 3' hgt. x 2' wide \ Dwarf Overdam Grass 3ro" O.G. a \ w w Cv Coreopsis verticillata 'Zagreb' 1 Gal. 12" het. x 18" wide W u`n, LJ.J U J Zagreb Threadleaf Tickseed 36" O.C. �\ (n (n HS Hemeroca Ilis x 'Stella De Oro' 1 Ga I. 's 16" het. x 2' wideE4 4 ^ , ` Stella De Oro Daylilly 46" O.C. a � L J 0- ■ w ■ w LA Lavandula angustifolia 'Dilly Dilly' 1 Gal. a 12" het. x 18" wide f� O Z J ■ J �\ \ Z ■ Z Dilly D1119 Lavender 36" O.G. z CD _ _ _ PA Pennisetum a lopecuroides 'Little Bunny' 1 Gal. a 2' hgt. x 3' wideCD 11 N - - - - - - - - - w W � — _ _ — Grass N — w a OC N _ — — — — — — — — — — — — — — — — — — — RF Rud daa 'Go um'in Gal, 2' hg x 2B' wide itt a unny o 6 11 _ = beckia fulgi Idst 1 G t. 1�1 w (n (n — — — — — — — — — — — — — — — — — + — — — — — — — — - Goldsturm Black Eyed Susan 24" O.G. U U �1 � C SN Salvia nemorosa 'Stratford Blue' 1 Gal, �► 18" het. x IS" wide w ■ w �, :\ Q ■ Q Stratford Blue Salvia 36" O.C. a o VM Vinca minor 'Bowles' 1 Gal. 's 6" h t. x 24" wide W Z ■ Z � ■ g i Bowles Common Periwinkle 24" O.G. H z J J J a00) 0 0- U U ti 12 12 Z Q ■ Q ■ a J cu ■ `�� ■ CD CD N y � 3 AR �♦�� \ Ld w L) ♦ \ Q Z ■ / \ ■ ti 13 \� \\ 13 Ole Z z \ \ Ld cu ■ \ u, \ ■ ti \ \ DRAWN BY: w AJ C3 \ XISTING LANDSC PE 0 Ole \ AN T S TO REMAIN a It 14 \\ \ ■ 14 CHECKED BY: Ole ■ I N \ ■ PROJECT NUMBER Ole I \ 20-052 3 \ H UJI I \ * SEE SHEET L1.0 FOR OVERALL SHEET: 3 ; a. c ; SITE PLAN I Iz 15 _ o' 30' 60' ao * 15 Lal . 5 LANDSCAPE PLAN AREA FIVE SEE SHEET L2.0 FOR LANDSCAPE J sGA>_E: I" _ 30'-0" NOTES, AND PLANTING DETAILSLU a. A B C D E F G H I J K L M N O P Q R S 3 f a a a na w N A B C D E F G H I J K L M N O P Q R S U STAMP: W W W W — — — — — _ LANDSCAPE LEGEND ,.`'� �� OP 1� ♦♦ LN 3 6 PC IRR IRR IRR IRR IRR IRR IRR. IRR �R pR �II Y o 2.0 ■ k,•: 24" O EXISTING PLANTS TO REMAIN N O T s O s z CONSTRUCTION SS S SS `''j `:' .L. I PLANTS TO BE INSTALLED l� �'.• 6 AR I w ♦♦• �DSCA4 •�• ° Z ■ a LL W I 1 0 � DATE: W MATC H L I N E SEE L 1 .3 'I:: :: - u I� EXISTING TREES TO 8E REMOVED AND RELOCATED W r . ,::: :. Cn z MATC H L I N E - SEE L 1 .6 _ W I I — — R R PROPOSED LOCATION FOR RELOCATED TREES y10 Ul U) >W�W a 2 � cn •• _�.. 2 a a� O = W g zOO w ,s 11 AR STEEL EDGING AS DETAILEDol��\ ZU�Wa;� I I mQa�CWW 0 I' cf) ■ .:.:... .: : 2 AR ------------------- CUT EDGE AS DETAILED � �Q��g�W t 21 TC I -�z°Uk g ■ 6 SOLID I I a-'W — — — — VINYL FENCE.— i W I 5' WROUGPT IRON FENCE TO MATCP EXISTING °' w 00' LAWN... fn 2 Pc :°I: k.. 0 P P I ° 1 `� E C.i " (o' SOLID VINYL FENCE " _ Z > o o a Ql � 00 iQ 3 I ■ _ F — — — — _❑ ❑ (o' ICE IGPT SEMI-PRIVACY VINYL FENCE 3 C- � = U U) ■ END 6 SEMI PRIVACY 3 W I I oN m CD ° i VINYL FENCE. BEGIN Cl) f ::. I Q 20t �o' SOLID VINYL FENCE. 2.0 I :t'.;' '� I I x x EXISTING FENCE TO REMAIN = �, ° z --. :...... D I - - PROPERTY LINE E (VERIFY) - .. :. r W I O N V �— � W QUANTITY - N � WQ = it ANTI IDENTIFICATION K Y •a z El 1 JB PLANT DE E m z : . . Y v � 20 7 qR I - RTF TURF TYPE TALL FESCUE SOD OVER APPROVED 4 "~�" J K 4 2 0 3 PS : I'.. H W NOTE: IN SWALES A CONSTRUCTED WITH A O E DRr4 AGE LE RE R ED ' W m o START FENCE CONTINUOUS SAND WINDOW IN THE 50TTOM OF THE SWALES, I TOPSOIL AS SPECIFIED a AT BUILDING NV LOCATE TREES AND FLOW DIVERTERS AS SHOWN ON THE ■ SETBACK PLANS (TREES 50' O.C.) z a 2, TYPICAL �..: W c a 3 PC IAJ �n m Z THE INLETS CLEAR AT A TIMES, ADJUST TH . � SANDSTONE BOULDERS 3 � DIAMETER TYPICAL.. KEEP E LE LE R ALL E D E • W } Y a U) 2.0 I TREE LOCATIONS SO IT DOES NOT CONFLICT WITH THE �•• :::: Copyright © 2020 0 Cn fn INLET FLOW TO THE DRAINAGE SWALES. All rights reserved.Reproduction or use in any z / W y form or by any means without written permission of W `,',, •'*A • I South Landscape Architecture P.C.Dba South a Beck&Baird Landscape Architecture P.C.is n rimin I r i n. Q I unlawful a d sub'ect to c a osecut o 1 P z U) I I ° W N PLANT SCHEDULE $NOTE: ALL TREES TO 5E GRADE M) REVISIONS: LL y a ■ N D Description �..• o ateZ / I 01 KEY BOTANICAL NAME PLANTING SIZE MATURE SIZE CLASS W 0 COMMON NAME M 55 Cn I I TREES s5 •' �:. I AA Acer ginnala 'Flame' 211545 15' het. 15' wide CLA55 1 / ■ Ir° ;•: . : ,.. W I I Flame Maple Z 0 55 Cn ;1'.•..` I AF Acer x freeemanii 'Jeffersred' 211545 35' het. 30' wide CLASS 11 u- Autumn 51aze Maple 0 5 eo' SOLID :j- -.' = I AR Acer rubrum 'October Glor ' 3"-4.5" 545 40' hgt. 35' wide CLASS I1 = 6 VINYL FENCE. : :: ::. W I I y g 6 I October Glory Maple \ 5 PN �— — — — — — — — — — — — — . . I BN 5etula nigra 2" BdB 35' hgt. 25' wide CLASS 11 \ ■ 2 CO .� .:::: I MULTI-STEM River 51rch � f .' W N I PS Prunes sargentii 'Columnaris' 211545 30' hgt- 15' wide GLASS I I ■ 2 Sg Columnar Sargent Cherry 2 5 PP �' j I PC Pyrus calleryana 'Glen's Form" 211545 35' het. 15' wide CLASS it Chanticleer Pear \ 2 0 C �--� I PV Prunes virginiana 'Canada Red' 211545 25' hgt- 15' wide CLASS I 9 SB \ :�.•: Canada Red Chokecherry (Clump) 2 CO n ALL TREE TO BE i' PD Picea elauca 'Densata' 211545 25' het. 15' wide CONIFER ■ : . °.. AWN' W 7 CENTERED IN THE I Black Hills Spruce 7 ■ 2 SB f::';. ' SCALE } :j'' PN Prunus cerasifera 'New ort 2" 545 20' h t. 15' wide CLA55 1 � � p g Newport Purple Leaf Plum TC Tillia americana '5oulevard' 211545 35' het. 30' wide CLASS II ONSTRUGTED WITH A © : `..' .: : :::.'.:.:..•; �� 6 BOTTOM OF THE SWALES, CC 5oulevard Linden ERS AS SHOWN ON THE 11 PC ::"•) ■ / � •. .. SHRUBS TIMES, ADJUST THE I I BM 5uxus sinica var. insularis 'Wee Willie' 2 Gal. 2' hgt. x 2' wide CONFLICT WITH THE Wee Willie Boxwood ALES. WN 5T 5erberis thunberell 'Helmond Pillar' 2 Gal. 30" het. x 2' wide Helmond Pillar Barberry Z $ �' I EA Euon moos alatus 'Com actus' 2 Gal. 4' h t. x 4' wide 8 Dwarf 5urnin Bush 9 ... .. . ":. ,...._:...:. .,. . •:. .:' .:.:•. .. . . t i tit t MJ Ju edora 10 Ga I. 10 . x 3 wide . ' �: ' •, . �,� �,-.• � niperus scopulorum M hgt r Medora Juniper a w PG Picea pungens 'Globosa' 5 Gal. 4' hgt. x 6' wide s Dwarf Globe lue Spruce ✓ ,S W' I be 5 PO Physocarpus opulifolius 'Donna May' 2 Gal. 3' het, x 3' wide M I Little Devil Ninebark s Z PE Pines strobes 'Blue Shag' 5 Gal. 3' hgt. 4' wide f'' •.:t :. . Slue Shag Eastern White Pine O w w w w G I PL Prunus x cistena 5 Gal. �o' het. x 6' wide M ■ i �s 9 11 AR i W I Dwarf Red Leaf Sand Cherry 9 ..� s ss ss ss- —SS—SS - s' _ I PX Philadelphus x virginalis 'Dwarf Snowflake' S Gal. 4' hgt. x 4' wide s • � .. •. 1�= - I L Dwarf Snowflake Mock Orange � Z 65 Spiraea x bumalda 'Goldflame' 2 Gal. 3 hgt. x 4' wide Goldflame Spirea O 11-I ... I I SJ Spiraea ,japonica 'Neon Flash' 2 Gal. 2 hgt. x 3' wide Neon Flash Spiraea I '.•x I I RM Rosa 'Meigalpio' Plant Patent *1101"! 2 Gal. 2' het. x 3' wide ~ Red Drift Groundcover Rose I WF Weigela Florida 'Minuet' 2 Gal. 3' hgt. x 4' wide :.:• �'' .. I I Minuet Weigela z 10 3 11 AR �... I 10 �■■� Q 2.0 LO CD �,. - ■ - :�.;.,'°I ::•�:�: :. I GROUND COVERS/ GRASSES/ PERENNIALS � D J ■ J t' �, I — CA Calamagrostis x, acutiflora 'Overdam' 1 Gal. 3' hgt. x 2' wide Dwarf Overdam Grass 3ro" O.G. a w w I CV Coreopsis verticillata 'Zagreb' 1 Gal. 12" het. x 18" wide W U J LLJ I I Zagreb Threadleaf Tickseed 36" O.C. (� (n I HS Hemeroca llis x 'Stella De Oro' 1 Ga I. 's 16" het. x 2' wide Stella De Oro Daylilly 48" O.C. N a ■ ` J,•..'.• I LA Lavandula angustiFolia 'Dilly Dilly' 1 Gal. � 12" hgt. x 18" wide e w w I Dill D111 Lavender 36" O.G. O z I I y y 11 z ■ z I ' '' I PA Pennisetum a lopecuroides 'Little Bunny' 1 Gal. a 2' hgt. x 3' wide 11 a N J J © `• ' : :. " I I Little Bunny Dwarf Fountain Grass 36" O.C. N = _ :.'I :�' I RF Rudbeckia fuleida 'Goldsturm' 1 Gal- 2' het. x 2.5' wide 1�1 _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w — — — — — — — — — _ — — _ _ ••. • Goldsturm Black Eyed Susan 2 4" O.G. a SN Salvia Blue 18 g x IS wide - - F Q ■ � W� � via nemorosa 'Stratford 1 Gal �► " h t " Stratford Slue Salvia 36" O.C. a I / VM Vinca minor 'Bowles' 1 Gal. 's 6" hgt. x 24" wide W I Bowles Common Periwinkle 24" O.G. H A W _J a J 0- W / 12 Z I 04 12 ■ a ... , co NW I I CD N = ti W / w N U) W Ll TI U ..� W � I 1 ■ y L. ..j 5I �- ■ W ti 13 DI I I I I 13 I oe NW I I z W �I N Z w ■ I II H .. W N ■ �. .. I W CID N \ DRAWN BY: N ' w AJ IW 14 I �I oe I I I 14 CHECKED BY: It CD ■ � :... ::I Iw I I I— I� _T T JR oe LLJ ■ i � ' . :. IW I I I I \ �I I I I I PROJECT NUMBER o I W I I 111 20-052 y iR III SHEET: J R I I I I * SEE SHEET L1.0 FOR OVERALLa. 3 ■ N W I I I SITE PLAN 01 �I► , L _ Q LANDSCAPE PLAN - AREA SIX � 3° --b°— a° z 15 15 Ll . 6 * SEE SHEET L2.0 FOR LANDSCAPE y SCALE: I" _ °'-°" NOTES, AND PLA LU NTING DETAIL O S, G S a. A B C D E F G H I J K L M N O P Q R S 3 f a to a na w N A B C D E F G H I J K L M N O P O R S 0 STAMP;••...•...•• 0 ���• TE OF ID �•�� �D.R0p �� PR �LIMI11 IiY 0 N O T F O R z CONSTRUCTION LANDSCAPE NOTES- ' �4.� •'�I AND S C A4�.�•� I. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN NURSERYMAN STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJECTED IF NOT IN A 4" X 4' TAN VINYL DATE: W Z SOUND AND HEALTHY CONDITION. ALL PLANT MATERIAL SHALL BE GRADE *1 OR POST W/ CAP (TYP). 9/2/2020ol BETTER. 2. ALL PLANTING BEDS AND TREE WELLS IN LAWN AREAS (WELLS TO BE 3' IN y ° 2 DIAMETER) SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF 1" BARK MULCH. 2 'W W y z SUBMIT SAMPLE FOR APPROVAL BY OWNER. 31/z" VINYL RAIL, o o° o'= ° 3. ALL LAWN AREAS SHALL BE SODDED WITH 100% TURF TYPE TALL FESCUE COLOR-TAN (TYP). \N' (FESTUCA ARNNDINACIA). CONTRACTOR SHALL VERIFY AND MATCH THE VARIETY �� of EXISTING IN THE ADJACENT DEVELOPMENT. N o a z o 4. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR �„ Q'o k °W w BEGINNING AT THE DATE OF ACCEPTANCE BY OWNER. REPLACE ALL PLANT K 51/2" VINYL RAIL, MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION IMMEDIATELY WITH THE COLOR-TAN (TYP). v wo SAME SIZE AND SPECIES AT NO COST TO THE OWNER. s E v 5. PLANTING BACKFILL FOR TREES AND PLANTING BEDS SHALL BE 5 PARTS TOPSOIL d- w Ln O E o AND 1 PART COMPOST WITH STRAW. STAKE ALL TREES PER DETAILS. + ^` i'' ~ 6' T VINYL o ° °U' v 6. ALL LAWN AREAS SHALL HAVE 6" OF TOPSOIL AND ALL PLANTING BEDS SHALL - °O HAVE 12" OF TOPSOIL (MINIMUM). TOPSOIL SHALL BE A LOOSE FRIABLE SANDY 1 , P VA Y EN o M o 3 OL R LOAM, GLEAN AND FREE OF TOXIC PANELS C 3 MATERIALS, NOXIOUS WEEDS, WEED SEEDS, '��' �` o .°J � @) ROCKS, GRASS, OR OTHER FOREIGN MATERIAL LARGER THAN V IN ANY DIMENSION, _t' "' y a r I 0, TA ) CD CO CDN u 0 A PH FROM 5.5 TO 10. TOP SOIL FROM SITE SHALL BE USED, IF MEETING THESE '' �' .'�_ `r Q o STANDARDS. PLACE 1/2" COMPOST OVER ALL LANDSCAPED AREAS AND _ \i a Z ROTOTILL INTO TOP 4". SPREAD, COMPACT, AND FINE GRADE TOPSOIL t0 A a a w SMOOTH AND UNIFORM GRADE, 1" BELOW SURFACE OF WALKS AND CURBS IN AREAS 51/2' VINYL RAIL, Lu i t0 BE SODDED AND 3" IN PLANTING BED AREAS. COLOR-TAN (TYP). " a 1. FERTILIZE ALL TREES AND SHRUBS WITH 'AGRIFORM" PLANTING TABLETS, 21 GRAM. a QUANTITY PER MANUFACTURER'S RECOMMENDATION. 8. PLANT MATERIAL SHALL NOT BE SUBSTITUTED WITHOUT THE WRITTEN PERMISSION FINISH GRADE 0 W Q a OF OWNER SUBMIT NAMES OF THREE SUPPLIERS CONTACTED IF SUBSTITUTION IS _ Q m Z REQUESTED AND PLANT MATERIAL SPECIFIED IS NOT AVAILABLE. a� Z 4 9. SHRUB PLANTING BEDS SHALL BE SHOVEL EDGED TO CREATE A DISTINCT 6" 2' SPACE 4 '�� a v SEPARATION OF LANDSCAPE TYPES. T _ PICKETS m ° 10. IMMEDIATELY CLEAN UP ANY TOPSOIL, OR OTHER DEBRIS ON SITE CREATED FROM . w' �Q <t a 4. Lu LANDSCAPE OPERATION AND DISPOSE OF PROPERLY OFF SITE. a� o 11. ALL LANDSCAPE AREAS SHALL HAVE AN STATE OF THE ART AUTOMATIC ° UNDERGROUND SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE AND IS MW y PROPERLY ZONED FOR REQUIRED WATER USES AND HAS A WEATHER STATION "-,---CONCRETE CAPABLE OF TURNING OFF FOR RAIN/FREEZE EVENTS. ALL SHRUB ZONES, SPRAY I FOOTING Copyright c 2020 ZONES AND GEAR DRIVEN ZONES SHALL BE PLACED ON SEPARATE ZONES. DO 8'�k (TYPICAL) All rights reserved. Reproduction or use in any zS NOT EXCEED A MAXIMUM OF 5 FPS IN ALL MAINLINE AND LATERAL LINES. °'outhm or landscape Achitectwritten Dbmissi°h w 12. COORDINATE ALL DRAINAGE AREAS AND UTILITIES WITH TREE LOCATIONS AND 6' VINYL SEMI-PRIVACY FENCE South Landscape Architecture P.C.P.c.re South ADJUST PER FIELD CONDITIONS. 4 Beck83aird Landscape Architecture P.C.is unlawful and subject to criminal prosecution. z NO SCALE 5 13. ALL EXISTING TREES SHOWN TO REMAIN SHALL BE RETAINED AND PROTECTED NOTE: 5 REVISIONS: LL THROUGH OUT CONSTRUCTION. I. PLACE IN ALL INTERIOR FENCE LOCATIONS. No. Date Description z 14. NO TREES SHALL BE PLANTED WITHIN THE 10 FOOT CLEAR ZONE OF ALL ACHE) EXISTING 5' WROUGHT IRON FENCING DURATEG VINYL FENCE STORM DRAIN PIPE, STRUCTURES, OR FACILITIES. BY= SILVER CREEK WHOLESALE DISTRIBUTORS o 15. STORM PONDS MUST BE PROTECTED FROM ANY AND ALL CONTAMINATION DURING NOTE' NO SCALE CONTACT: CASEY (LARK 208.463.0519 ol THE CONSTRUCTION AND INSTALLATION OF THE LANDSCAPE IRRIGATION SYSTEM. I. ALL WROUGHT IRON FENCING TO MATCH EXISTING 16. ALL TREES TO BE LOCATED A MINIMUM OF 5 FEET OR GREATER FROM THE BACK 2. INSTALL PER MANUFACTURERS RECOMMENDATIONS OF ANY SIDEWALK.. 4' X 4" TAN VINYL w 1-1. TRIM ALL TREES WITHIN VISION TRIANGLES TO 8' ABOVE FINISH GRADE TO MEET POST W/ CAP (TYP). ACHD STANDARDS. 6'-0' PANELS w I 0 K a w x IRRIGATION NOTES : 51/2" VINYL RAIL' COLOR-TAN (TYP). 1. ALL LANDSCAPED AREAS SHALL HAVE AN AUTOMATIC UNDERGROUND PLANT TREE AT SAME SPRINKLER SYSTEM WHICH INSURES COMPLETE COVERAGE AND PROPERLY ELEVATION AS NURSERY ZONED FOR REQUIRED WATER USES. EACH HYDROZONE IS t0 BE IRRIGATED WITH REMOVE INTERNATIONAL BRANCHES AND SEPARATE INDIVIDUAL STATIONS. PRUNE TO INTERNATIONAL SOCIETY OF 2. PLANTER BEDS AND LAWN AREAS ARE t0 HAVE SEPARATE HYDRO-ZONES. ARBORICULTURE STANDARDS, IMPROPERLY PRUNED TREES SHALL BE REPLACED 3. POP-UP SPRINKLER HEADS SHALL HAVE A MINIMUM RISER HEIGHT OF 4 INCHES AT LAWN AREAS AND 18" AT PLANTER BEDS. 0 6' VINYL 4. PLANTER BEDS ARE TO HAVE DRIP IRRIGATION SYSTEM OR POP-UP SPRAY PRIVACY FENCE- SYSTEM. ANNUALS, PERENNIALS GROUND COVERS OR SHRUB MASSINGS SHALL ATTACH TRUNK FIRMLY TO POLE W/ PANELS ( O OR 7 HAVE A POP-UP SPRAY SYSTEM. CINCH TIE. SEE NOTES TAN) 7 5. ELECTRONIC WATER DISTRIBUTION/ TIMING CONTROLLERS ARE TO BE PROVIDED. MINIMUM CONTROLLER REQUIREMENTS ARE AS FOLLOWS: a. PRECISE INDIVIDUAL STATION TIMING 3" DIA. WOODEN POLE b. RUN TIME CAPABILITIES FOR EXTREMES IN PRECIPITATION RATES (LENGTH AS REQUIRED) ' 51/2' VINYL RAIL, c. AT LEAST ONE PROGRAM FOR EACH HYDROZONE ` COLOR-TAN (TYP). d. SUFFICIENT MULTIPLE CYCLES TO AVOID WATER RUN-OFF 3" MIN. DEPTH OF ORGANIC 1" CHUNK BARK e. POWER FAILURE BACKUP FOR ALL PROGRAMED INDIVIDUAL VALVED MULCH (OR APPROVED EQUAL), KEEP MULCH WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO PROVIDE WATER VISIBLE TRUNK FLARE A MIN. OF 3" AWAY FROM TRUNK ,FINISH GRADE TO RESPECTIVE HYDRO-ZONES. 6. INDIVIDUAL VALVED WATERING STATIONS WILL BE DESIGNED AND INSTALLED TO 3" WATER T1 PROVIDE WATER TO RESPECTIVE HYDRO-ZONES. RETENTION BERM 6' 2' SPACE -1. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PROVIDE 100% HEAD TO HEAD - - = PICKETS 8 SET TOP OF ROOT _ COVERAGE WITH TRIANGULAR SPACING. = FOLD BACK BURLAP 1/4 WAY REMOVE WIRE � 8 8. SPRINKLER HEADS SHALL BE ADJUSTED TO REDUCE OVERSPRAY ONTO BALL 2" ABOVE - =I 12 =I BASKET FROM ROOT BALL AS SUPPLIED UPPLIED AND `V N FINISH GRADE IMPERVIOUS SURFACES (BUILDINGS, SIDEWALKS, DRIVEWAYS, AND ASPHALT - - - I I� REQUIRED AREAS). BACKFILL W/ I '9 III_„I 1 I I -_ III- --CONCRETE z 'B,. PROVIDE MINIMUM (1) QUICK COUPLER VALVE PER EACH (6) AUTOMATIC VALVE PLANTING SOIL I I =I I 1 .I I Ill h�UNDISTURBED FOOTING ZONES. APPROVE Q.C.V. LOCATIONS WITH LANDSCAPE ARCHITECT. 3(.,,MIN. SOIL 8' (TYPICAL) x OR TWICE THE SIZE OF ROOTBALL NOTES: 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE 6' VINYL PRIVACY FENCE TREE PROTECTION NOTES : �I CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHT NO SCALE O AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. NOTE' DURATEC VINYL FENCE 9 1. PROTECT THE CRITICAL ROOT ZONE (THE AREA DIRECTLY BELOW THE DRIPLINE 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS BY: SILVER CREEK WHOLESALE DISTRIBUTORS 9 W Z OF THE TREE) OF THE TREES TO REMAIN ON SITE BY: AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE CONTACT: CASEY CLAW 208.463.0519 a. CONSTRUCTING A TEMPORARY CHAINLINK FENCE AROUND THE CRITICAL TIES TO THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. CJ ROOT ZONE OF THE TREE TO BE PROTECTED PRIOR TO DEMOLITION, 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE rf CONSTRUCTION, OR ANY SITE WORK. NO SETTLING WILL OCCUR). O O b. NOT ALLOWING COMPACTION BY EQUIPMENT TRAFFIC DURING CONSTRUCTION 4. DEEP SOAK TREE TWICE WITHIN THE FIRST 48 HOURS. OR DURING DEMOLITION. I"I c. NOT ALLOWING CONCRETE TRUCKS TO RINSE WITHIN THE PROTECTION AREA, CONIFEROUS TREE PLANTING DETAIL W OR ANYWHERE NEAR EXISTING TREE ROOTS OR IN PLANNED PLANTING BEDS AREAS. SEE EROSION AND SEDIMENT CONTROL PLAN FOR NO WALE z APPROVED CONCRETE WASHOUT AREAS. d. NOT STOCKPILING MATERIALS, DEBRIS, OR DIRT WITHIN THE TREE Pq z ~ 10 PROTECTION AREA. 10 � .. C. WATERING WITHIN THE CRITICAL ROOT ZONE FROM MID-APRIL TO MID-OCTOBER At THE RATE OF NOT LESS THAN THE EQUIVALENT OF 1-1/2" PLANT SHRUB AT OF WATER OVER THE ENTIRE AREA PER WEEK. SAME ELEVATION f. NOT TRENCHING, EXCAVATING, FILLING, OR OTHERWISE DISTURBING THE SOIL AS NURSERY 3" MIN. DEPTH OF ORGANIC I" WITHIN THE CRITICAL ROOT ZONE. CHUNK BARK MULCH (ORAPPROVED EQUAL), KEEP BARK W g. ADJUST PROPOSED IMPROVEMENT LOCATIONS AS REQUIRED t0 AVOID 3" WATER MULCH A MIN. OF 1" AWAY FROM DAMAGING TREE ROOTS. RETENTION BERM TRUNK 2. PROTECT THE CROWN AND TRUNK OF TREES TO BE RETAINED BY: a. OPERATING EQUIPMENT IN SUCH A WAY AS TO AVOID CONTACT WITH TREE PLANT TREE AT FINISH GRADE SAME ELEVATION REMOVE DEAD/DAMAGED BRANCHES AND _-III- O a TRUNKS OR BRANCHES. III=III III= PRUNE TO INTERNATIONAL SOCIETY OF BACKFILL W/ b. HAVING TREES PRUNED BY A LICENSED ARBORIST. AS NURSERY = ROOT BALL ARBORICULTURE STANDARDS, IMPROPERLY PLANTING SOI PRUNED TREES SHALL BE REPLACED = 1 3. ALL TREES THAT ARE DAMAGED DESTROYED OR REMOVED DURING N 2" DIA. WOODEN POLE (LENGTH - - =III= _I11UNDISTURBED N CONSTRUCTION SHALL BE MITIGATED USING THE MITIGATION STANDARDS AS SET AS REQUIRED) SET STAKES i-III-III-III-III- SOIL s FORTH IN THE CURRENT CITY CODE. PARALLEL TO PREVAILING ATTACH TRUNK FIRMLY TO POLE W/ r WIND. SEE NOTES CINCH TIE. SEE NOTES A NOTE - DIG HOLE TWICE THE SIZE OF ROOT BALL z TREE MITIGATION NOTES : APPROVED TREE WRAP a FOLD BACK BURLAP 1/4 WAY OR FROM BALL TO FIRST BRANCH SHRUB PLANTING DETAIL I■■I s REMOVE WIRE BASKET FROM ROOT Z 1. THE LANDSCAPE ARCHITECT WILL MEET WITH THE CITY AR50RIST TO ESTABLISH BALL AS SUPPLIED AND REQUIRED �" MIN. VISIBLE TRUNK 6 NO SCALE a MITIGATION REQUIREMENTS FOR REMOVAL OF EXISTING TREES. FLARE Li 4 a r3" MIN. DEPTH OF ORGANIC I" CHUNK BARK z 2 RETENTION ION BERM '� A MWNOF R,A WAROFROM BUNK VED EQUAL), KEEP MULCH 2 LO TREE TRANSPLANT NOTES : SET TOP OF ROOT BALL N 2" ABOVE FINISH GRADE - TREES NOTED SHALL BE REMOVED AND REPLACED WITH HYDRAULIC TREE SPADE. Li Li SPADE SHALL HAVE A CAPACITY FOR A MINIMUM ROOT BALL DIAMETER AS NOTED BACKFILL AND A MINIMUM ROOT BALL DEPTH AS NOTED. ONE FULL DAY BEFORE TRANSPLANT, PLANTING SOIL ;1-i -UNDISTURBED a ALL DECIDUOUS TREES SHALL BE SPRAYED WITH AN ANTI-TRANSPIRANT (WILT-PRUF 36"MIN. SOIL 11 OR EQUAL) t0 ALL OF THE FOLIAGE (TOP AND BOTTOM) AS PER MANUFACTURER'S OR TWICE THE SIZE OF PLANT BALL z RECOMMENDATIONS. THE TREE TRANSPLANT SHALL BE DONE IN ONE CONTINUOUS m 6 > PROCESS AND THE PREVIOUSLY DUG RECEIVING THE NEW LOCATION FILL. HOLE NOTES: SIDES SHALL BE SCARIFIED. A PLANTING MIXTURE OF ONE PART PEAT MOSS TO 1. THE STAKING OF TREES IS TO BE THE CONTRACTOR'S OPTION HOWEVER, THE L M 13 THREE PARTS TOPSOIL WITH AGRO 'TRANSPLANTER', 4-2-4 (OR APPROVED EQUAL, CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL TREES ARE PLANTED STRAIGHTS FINISH CxRADE 13 = USE AS PER MANUFACTURER'S RECOMMENDATIONS) SHALL BE MIXED WITH WATER TO AND THAT THEY REMAIN STRAIGHT FOR THE TERM OF THE WARRANTY. m :3 o FORM A SLURRY. THE SLURRY MIXTURE SHALL FILL ANY VOIDS AROUND THE 2. WRAP RUBBER CINCH TIE (OR APPROVED EQUAL) AROUND THE TREE TRUNKS a ROOTBALL, ELIMINATING ANY AIR POCKETS. AGRIFORM PLANTING TABLETS 20-15-5 AND STAKES USING EITHER THE STANDARD OR FIGURE EIGHT METHOD. SECURE THE \1� N TIES t0 THE STAKES WITH GALVANIZED NAILS TO PREVENT MOVEMENT. -III III UNDISTURBED Ld (OR APPROVED EQUAL) SHALL BE INSTALLED. TABLET QUANTITY BASED UPON 3. WATER IN BACKFILL BELOW THE ROOT BALL PRIOR TO SETTING TREE (TO INSURE ' .i > PLANT SIZE AS PER MANUFACTURERS RECOMMENDATIONS. NO SETTING WILL OCCUR). III=III SUBGRADE CU 4. DEE SOAK TREE TWICE WITHIN THE FIRST 46 HOURS. LO ,D TREE SPADE SIZE DECIDUOUS TREE TRUNK DIAMETER EVERGREEN TREE I =III= N HEIGHT DRAWN BY: 44 INCHES 2 TO 4 INCHES 5 TO l FEET BOULDER PLACEMENT DETAIL Ld 66 INCHES 4 TO 6 INCHES -1 TO 10 FEET nS DECIDUOUS TREE PLANTING DETAIL '4J a 4 92 INCHES 6 TO 10 INCHES 12 TO 15 FEET NO SCALE NO SCALE 14 0- CHECKED BY: TRUNK DIAMETERS ARE MEASURED USING A CALIPER, SIX INCHES ABOVE THE GROUND JR Li FOR TREE FOUR INCHES IN DIAMETER OR SMALLER AND 12 INCHES ABOVE THE o GROUND FOR TREES WITH A LARGE DIAMETER. PROJECT NUMBER o NOTE: THE INDUSTRY STANDARD IS 1:10. (10 INCHES OF ROOTBALL FOR EVERY INCH 20-,a52 Y OF TRUNK CALIPER) Q w SHEET: J A a 0 M a 3 L2 . 0 z z _ o 15 15 _J J z W o z 1 a A B C D E F G H I J K L M N O P O R S 3 f a a a w M 128.87' 00 75. ' 80.00 75.00' aJ ► �7 75.00' 80.00' 75.00' 80.00' im ♦ 91-1 ggggggggs --------- - 3 000 7. '' 70.00, 70.00' 70 00' 74.85' 75,00' 71*00' jbj Word IV" '� ,III i : : .;.: I wo cD 133.95' 69.68' 70.00' 70.00' 70.01' 74.85' 75.00' 75.00' CD C� ;;, ' czt 106.54' 70.00' 7�00 49-46' 1.qq 700% 11 III III III III III III III 040 M -:02 IRROR, MORMON-M-0.4 50.00 III III III III III III - - - - - ����� • ■ noon., cD ♦ 51.01 50.00. -00' - 50 00, 50.00, 50.00, 50.00, 50.00, .. moons 50.00 50.00, 50.00, 50.00, 50.00' ■ III III III III 1 III III III 1 1 1 1 III 1 III III III 5 0.00, 42.96' 50.00 - - 105.21'- 51,00' 51,74' 50.00' 50.75' 50.00' 51,11' 50.00' 51,01' 50.00, 51,01' 50,00' 50.00' 49.99' cl; 103.39' �i�i Eiji 103 39' 50.00, 5000, III III III III 50.00, 50.74' 50.00' 50.75' 50.00, 50.00, 50.00, 50.00, 50.00, 50.0u, 50.00, 50.00, 50.00, 5D Ii1i LEI 103 37' 50.00' % Cn ♦ OR 44.81' 50.00' 50.00 III III 1,00' 500-, U) z cq F. co 7t ui . 2 �i� / ■ 93.41' 50 00' 50.00' 50.00' 50.00' qIII III 50.00' 50.00, 50.00' 50.00' 50.00' 68.45' 0 • ,�, • C/) Q z Lu 0 z ui .M'olzi 41F MZ, lz Kll MR, z Lu w c6 -J bL\ Lu ■ 00 U) U) "gill"gg'. ,noon.i,1111; z Lu N Lij (D z 0 Lu �� Olk ■ O • O SHEET NUMBER CL-02 S �,�1! it ■ � - -- �-,,. ��� ._ $� 1 _ - Now lit �w��_ +� � �• � .�I11'* ,. ' i�'tt� " rl� I�� 1, fir'A 11 1�^�� �•� '� 1-�''��`�Ly � 9i .. _ y5 ; y i ' f` N- 11114i �k 111u � ��}'r ' � u1• i11• - r XREF INDEX: 2560 2560 E �g o 2556 ��,ti ��� - ��h 0� hJK' 2556 Lo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v) 3 - - - - - - - - - - - - - - - - - 2' Q� �Q �� 3 2552 MIN. � �� 2552 o 0 o SCALE ) Lo Lo LCONST."39.5 T 8 .1 LF 8" SDR-35 PVC Pipe (S 0.60% 40 0 20 40 80 � � N U cM F 8" SDR-35 PVC P pe ® 0.40% o .z 2548- 2548 ( FEET ) � CD CONST. 364.5 LF 8" SDR-35 PVC Pipe ® 0.40% 1 INCH = 40 FT. CN 2547.92 VERTICAL 1"=4' INV OUT (S) INV IN (N) WV OUT (SW) 2547.05 3' MIN. CONST. 368.4 LF 8" SDR-35 PVC Pipe 0.57% 2547.15 INV OUT (W) o00 INV IN (NE) 2545.58 2545.48 2544 m + N 00 INV IN (E) INV OUT (W) O CONST. 303.0 LF 8' SDR-35 PVC Pipe (� 0.40% 2544 S�ONAL FN N lol H o CO + 0� STER� 2 OU c~n z Q z i l 2543.37 2543.27 U a� O O co O m + INV IN (W) INV OUT (S) 2543.37 2542.04 8625 U Z ¢ INV IN (E) n IN 2542.04 NV 10 T (E).94 NET P� 2540 00 N - m � INV IN (w) - 2540 F of `\1 c~n °O co `1: z Q U + O cn � z Q 2536 o N 2536 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 LINE B 2560 2560 2556 11 2556 - - - - - - - - - - 11 - - - I - PROPOSED MMERIDGE SUB _ _ (BY OnMRS) - - - - _ - 2552 - - - - - - - - - - - - - - - I/Ire 2552 IRf - I / 2548 ONST. 91.5 LF 8" SDR-35 PVC Pie ® 0.60 CONST. 48.8 LF 8" SDR-35 PVC Pipe ® 0.40% 2548 SS " CONST. 215.4 LF 8" SDR-35 PVC Pipe ® 0.40% I - vv -LINEAR vv - 5 R= =LINE B � IRR LINE H 2546.21 CONST. 215.4 LF 8" SDR-35 PVC Pipe ® 0.40% T _ _ I INV OUT (S) 2545.64 2545.54 / r I I / 2544 INV IN (N) INV OUT (SE) 5 OUT (E) 2544.35 2544 2545.33 2544.25 0 / - 45.23 I INV OUT (E) � INV IN W 2543.27 Q o INV IN (NW) 2543.37 INV OUT S - 00 \ Y + c� 'xi �'� INV IN (W) ( ) I z- Tvv IRR - I�R/ Q I I z o ¢ o Q + 2543.37 J / w INV IN (E) � O � z n N - Q � r, I \ / la 2540 U `n O z a I i Lo Coo 2540 / 9+60 10+00 10+40 10+80� `n 11+20 00 ?1+60 12+00 12+40 12+80 13+20 131- Q 14+00 14+40 14+80 15+20 15+60 co +6+00 16+40 LINE C LINE C / I I U � oQ - I v, LINE AU ci � I g m 2560 2560 I I - - - z - - - - � III I \ 1 ICI o LINE D - \ I cq CD o N II ��`' CD cq > N 2556 ,`� �_w 2556 w I I 1 I I I+I Y 2 2co I / L.I.J DITCH ST. �..� / I I Q Q w J - - - - - - - - - - - - - / Z - - ���� �� - - - - - - I - - - - - - - - - - - - - - - - _ < W z � W F- - � z - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 J fl� � Z II I ICI w m a w 0- 0 0 m 2552 - - - - - - - - - v1 2552 LINE E LINE C _ IR> �� \ U a J a co I lCREEK I \ � w J \ \ _ENE F - l- cn -LINE F 2548 2548 - _ _ 1 \ O CONST. 230.7 LF 8" SDR-35 PVC Pipe @ 0.60% w - - � J 2544 SEWER NDEX w 2544 CONST. 230.7 LF 8" SDR-35 PVC Pipe ® 0.40% O a Q 2544.48 U INV OUT E O CONST. 313.2 LF 8" SDR-35 PVC Pipe � 0.40% � � »- 2 O 0� � 2543.07 2542.97 CONST. 313.2 LF 8" SDR-35 PVC Pipe 0.40% o INV IN (W) INV OUT (E) 2542.04 2541.94 2540 ~ + o INV2542.04 INV OUT (E) 2540 cl)= N INV IN (W) 2540.67 2540.57 w z0 ¢ U + CD INV IN (W) INV OUT (E) z U cn H N M m z II U + _ OU � Z U C O + Q 2536 N F-: ^ 2536 O � U cn U 2532 2532 60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19- I °' 2560 NE C: PROFILE (SEE NE C: PROFILE 2, THIS SHEET) 2560 cn o 1 L 1 h ? `� x � - - - - J/III �� �`� ti`' h`'°c�� J 2556 �� - - - - - - V I - �� ti�� ��� 2556 - - - - - - - - - - - - - - - - - - - - - - - - - -- -, I�°III - - - - U � 2552 2552 o � � w 01 w o = cn 01 X 2548 Cn 2548 U J D w � J Lu 0 H z z cow = z O z J z2544 � 2544 J W J Uj cD Q) z w z a J_ w0 Q o U > O 2540 LL Z Cn o O w CONST. 40. F 8" SDR-35 PVC Pie ® 0.40% � 0O 2540- Z CONST. 236.0 LF 8" SDR-35 PVC Pipe ® 0.40% J U 2539.30 2539.20 CONST. 220.6 LF 8" SDR-35 PVC Pipe ® 0.40% O= � INV IN W INV OUT SE 2538.92 Q C N T. 76.2 LF 8" SDR-35 PVC Pipe ® q, ^ w � ( ) ( ) INV OUT (S) 2537.96 CONST. 240.5 LF 8" SDR-35 PVC Pipe ® 0.40% I..L Q C Q 2539.02 2537.86 5 I-I a) °O INV IN (NW) INV IN (N) 2536.96 2536 0 U) � 2537.96 INV OUT (S) _ CONST. 242.9 LF 8" SDR-35 PVC Pie ® 0.40% 0- 2536 U CD+ U INV IN (W) INV IN N 2536.86 p 0 2536.54 2536.44 INV OUT SW + cfl ( ) INV IN (NE) INV OUT W 0 CONST. 184.4 LF g" SDR-35 PVC pi w N m $ Q N N _ ( ) 2535.46 2535.36 a� z II U) `14 U 00 00 INV IN E Lo O a � rl)N U rn rri ( ) INV OUT (W) INV IN4(w) 2534.27 Pipe 1.37% J 0 w 00 o z Q U rn m 2534.37 INV OUT (S) (� U �k N Lu � 2532 v z N N M INV IN (E) co 2532 m o O o O � Z Q + r� 2531.69 a- N 0 U cn O N N INV IN (S) a o U U) z II U + 2531.69 2531.59 N U O �: ,� INV IN (E) � INV OUT (W) SHEET NUMBER U N z 2531.69 ti �iL NE C: PROFILE 2 (SEE NE C: PROFILE 1 , THIS SHEET) INV IN (N) +2528 N 2528 UT-01 Q Q 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+6(o Q 34+00 34+40 uu XREF INDEX: 2560 2560 E 0 O U 2560 2560 2556 2556 ' z U) N /III c 2556 �4� `�� 2556 2552 2552 o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co - - - - 0 i - 0 _ 0 0 CD - - - - - - - CO N 2552 2552 2548 2548 �S\ONAL FiyG 2548 2548 2544 2544 0�`` 6\STER CONST. 129.8 LF 8" SDR-35 PVC Pipe ® 0.407. 8625 (P- �O 2541.16 co 2540 2f 9T F OF 2544 254n Nv our (NW) 2540.62 t>1 ��T M M�NG CONST. 271.0 LF 8" SDR-35 PVC Pipe ® 0.60% MATCH EXISTING 8" INV IN (SE) B9 2544 SEWER MAIN o 9�� 2543.68 CONST. 268.8 LF 8" SDR-35 PVC Pipe ® 0.40% 0 6� INV OUT (E) cD o 0 s CD CDpP o_ C7 \�� CONST. 396.0 LF 8" SDR-35 PVC Pipe ® 0.70% z II �: ± 2540.52 AGcA 2536 o INV IN (W) INV OUT (E)CD 2540.84 2540 + o INV IN (W) 2540.74 2540 2536 O Z 1 INV OUT (N)0 co oP INV OUT (E) O z �l N � 9 U cn 3 O N CD 0 Oo� U cn00 u) o � 2537.96 2537.86 Oz a F-: � INV IN (N) INV OUT (S) 2536 U cn cf) 2537.96 2536 2532 2531.69 2532 � a INV IN (W) INV IN (S) 2531.59 U cn2531.69 INV OUT (W) INV IN (E) U + 2531.69 U) N INV IN (N) 2532 ¢ 2532 2528 U- + 2528 9+60 10+00 10+40 10+80 11+20 11+60 12+00 F-: N 2+40 12+80 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 z 0-4 N Q LINE D LINE G ocn 2560 2560 IK t C� f � 2556 - - - - - - - - I -I � -- - - - - - - - - - - - - - - - - - - - - 2556 2560 2560 - II II �J 2552 2552 2556 2556 h � - - - - - - - - - - - - - - - - - - - - - - - - - - - 2548 2548 2552 2552Lu w w co cn co° m cn w O 2544 2544 2548 2548 z 0 N N o O N w d N N w 2544 0 0 L a CD 2544 CONST. 209.6 LF 8" SDR-35 PVC Pipe ® 0.60% Lu CONST. 36. L 8" SDR-35 PV ipe ® 0.40% z z o > Qp 2540 2540 CONST. 221.1 LF 8" SDR-35 PVC Pie ® 0.4 w U w P 0% w m Q w a ci O m CONST. 248.2 LF 8" SDR-35 PVC Pipe ® 0.60% Li 2543.33 o o U Q Q d IN OUT (S) 2542.05 2541. 15 CONST. 248.0 LF 8" SDR-35 PVC Pipe ® 0.40% w o INV IN (N) INV OUT (SE) 72541.69 2537.83 z o 2536 INV OUT (S) J 2536 2540 w oo 2541.79 INV OUT (E) INV IN (W) CONS' 218 2540 I + co INV IN NW 2540.69 7(F 0 2537.93 2536.32 2536.22 = � o `n ( ) cfl INV OUT E 8 SCR o INV OUT (E) INV IN (N) U U) N r•i p INV OUT (S)LL CDQ z0 ¢ Lu N w + 35 �C pipe ®2g49. cj o Z II U) c w 00 O ¢ u- 2532 % N 2532 2536 �! ~ U) U cn zo ilI 2536 z Q z0 Q U v U c~n 0 2534.37 O 2 INV IN (W) 2534.27 U) 2534.37 INV OUT (S) w 2528 2528 2532 INV IN (E) � 2532 a Q U 00 O U cn 2524 2524 2528 2528 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 NE F: PROFILE 1 (SEE LINE F: PROFILE 2, THIS SHEET) LINE E 2560 2560 U h h O JI 2556 - - - ��� - - - - �� � � ���'� 2556 - - - - - - - -- a N - -O - - - - - - - - - - - - - - _ _ _ _ - - - - - - - - - - - - '2552 �� 2552 z _ - - - cn LLJ D u Q 2548 w 2548 Q C) Q Q:� cl- 0 2544 w 2544 of XLd J U 0 2540 Q 2540 z = Q 0 J Lu z u N J z z W LLJ U CONST. 53.6 L 8" SDR-35 PVC Pipe ® 0.40% O z z 2536 J U z Q o 2536 ONST. 92.4 LF 8" SDR-35 PVC Pipe ® 0.40" W O ca-00 CONST. 220.4 LF 8" SDR 35 PVC Pipe ® 0.40% �..L z O 00 0 2535.21 2535.11 2534.78 CONST. 396.0 LF 8" SDR-35 PVC Pipe ® 0.40% j INV IN (N) INV OUT (SW) INV OUT (SW) INV IN NE 2534.29 Lu 0 U 2534.88 INV OUT (W) 2533.39 J oN INV IN (NE) INV IN (E)CD 2533.29 O CONST. 355.7 LF 8" SDR-35 PVC Pipe (� 0.40% 2532 W pp 2532 ,� - U oo INV OUT (W) 0 ST. 83.1 LF 8" SDR-35 PVC Pipe ® 0. 0 MATCH EXISTING 8" 0 � LL + u- � 2531.69 2531.59 CONST. 143.4 LF 8" SDR-35 PVC Pie ® 0.40% SEWER MAIN (n E U) H u-) + �n INV IN (S) P O o13-1 Q U) a � � 2531.69 INV OUT (W) w Q 0 U c z Q H � ( ) 2530.15 2530.05 w m - U � O II + INV IN E 2529.70 2531.69 INV IN (E) INV OUT (SW) INV IN (NE) \_2529.60 V OUT (SW) 2529.01 2528 J z z � ¢ INV IN (N) U- U + INV IN (NE) 2528.91 Q �J,J Z � 0 2528 N Nv our sw - k U c~nU N O 0 Z Q L.L � rn C37) � ( ) \\ Lu NO Lu c OU c~rn N + o LL m > N 0 U) II F N U- r a- _j 0 O � z II H 0+0 j 2524 �' z N 2524 SHEET NUMBER o cn 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 00 F-M 29+20 UT-02 LINE F LINE F: PROFILE 2 (SEE LINE F: PROFILE 1 , THIS SHEET) u u XREF I 2560 2560 E 6h o 2556 %K',ti 2556 > - - - - - - - - - - - - - - - - - - - - � - - � - - - - - - - - - - - - _ ���� 2552 MIN. \J�v�� 2552 o 0 >1 o SCALE n Lo En CONST. 80.1 LF 8" SDR-35 PVC Pipe ® 0.60% 40 0 20 40 80 N � co 't -p co CONST. 39. F 8" SDR-35 PVC P pe ® 0.40% o 2548- 2548 ( FEET ) m o CONST. 364.5 LF 8" SDR-35 PVC Pipe ® 0.40% 1 INCH = 40 FT. cq 2547.92 � VERTICAL 1"=4' INV OUT (S) INV IN (N) WV OUT (SW) 2547.05 3' MIN. CONST. 368.4 LF 8" SDR-35 PVC Pipe 0.57% 2547.15 INV OUT (W) o00 INV IN (NE) 2545.58 2545.48 2544 m CD CD + N INV IN (E) INV OUT (W) O CONST. 303.0 LF 8' SDR-35 PVC Pipe 0.40% 2544 S�ONAL FN F-: QQ co+ co t- 0 � zil � it � � 2�c a z 2543.27 z II � o + a, 2543.37 Q�0 �/28/20200 O O m + INV IN (W) INV OUT (S) U cn H 2543.37 2542.04 8625 r7 INV OUTE �acuSigned�`� 94 INV IN (E) INV IN (N) ( ) 2540 o Q Lo � 2542.04 _ 2540 9TF �oP U cn m co INV IN (W) + � '9 Z II co co co m U co 0 N E5B537E89F154BD... z Q 2536 0 % 2536 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 LINE B 2560 2560 2556 11 2556 I - PROPOSED IWNBRIDOE SUB - - - - - - - - - - I (BY OTHERS) 2552 - - - - - - - - - - - - � 2552 - - _ I / 2548 UN,') 91.5 LF 8" SDR-35 PVC Pie ® 0.60 CONST. 48.8 LF 8" SDR-35 PVC Pipe ® 0.40% 2548 1 � I I 1 _ CONST. 215.4 LF 8" SDR-35 PVC Pipe ® 0.40% I - -LINEAR - w I va w R= -LINE 6 � IRR LINE H 2546.21 CONST. 215.4 LF 8" SDR-35 PVC Pipe ® 0.40% - T _ _ I INV OUT (S) 2545.64 2545.54 2545.23 2544 INV IN (N) INV OUT (SE) INV OUT (E) 2544.35 2544 CD 2544.25 c0 2545.33 INV IN (W) NV OUT (E) 0 2543.27 - Q o � INV IN (NW) 2543.37 INV OUT S - 00 Y + c� Iri r� INV IN (W) ( ) \I I z- IRR - IRS I� F-: o o Q + `� 2543.37 O Z II Q INV IN (E) I \ I J 2540 U cn O z Q �i � 0 2540 9+60 10+00 10+40 10+80� N 11+20 0 ?1+60 12+00 12+40 12+80 13+20 13�o Q 14+00 14+40 14+80 15+20 15+60 co +6+00 16+40 \ LINE C LINE C / I Q I Ucn `n � I LINE A Q \ \ - - - -' =_ - z _ I o -�� Ago - - - m 2560 2560 > I II \ I I I I I \� J \\ � o 0 LINE D - \ +I \ I I N N 11 �� ��`' / I 1 I I \ ICI 2556 ' - - 2556 w` I I ^ I I ICI Yco 00 N - -t-� / i I L.I..I PHIUOM ST. U / I I O LL Q w J - - - - - - - - - - - - - - - - - z I I - - - - - - - - - - - - - - - - - - - - - wLL. II z - - - � - - - - - - - - - - - - - 1 - - - - I/ J 1 fll � I I 1Z Z I I I+I w v ° w o w Q` - - - - - - - - - - I I ) II I I w m ¢ w 0- 0 O m - - - - - - - - - - - - "�Ia LINE E LINE C _ � \ I c=n o o v a 2552 2552 ~ III LLJ r � � \ \\ w LINE F _ _ w _ \ -LINE F 2548 � 2548 � _\\=t _ - = I \ \\ O N _ _ CONST. 230.7 LF 8" SDR-35 PVC Pipe @ 0.60% w - - � O 2544 SEWER NDEX i a 2544 CONST. 230.7 LF 8" SDR-35 PVC Pipe ® 0.40% J 2544.48 U INV OUT E O CONST. 313.2 LF 8" SDR-35 PVC Pipe ® 0.40% � 1 "- 2 O O' � 2543.07 2542.97 CONST. 313.2 LF 8" SDR-35 PVC Pipe ® 0.40% o INV IN (W) INV OUT (E) 2542.04 2541.94 + o IN 2542.04 INV OUT (E) Lj 2540 � N 4 INV IN (W) 2540.67 2540.57 w 2540 :z ¢ U + CD INV IN (W) INV OUT (E) Z U c! N M m z II U + _ 0 � z U 00 O < + Q 2536 z it 2536 oQ U cn 2532 2532 60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19- ToI� 2560 NE C: PROFILE (SEE LINE C: PROFILE 2, THIS SHEET) 2560 � 0 4 � b. 2556 ��� ��``� - - - - - - - - - - J III \4�� - ��� ti�� ,��� - 2556 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -uj O I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N J Iv�+11 - - - - 3 2552 2552 U -o Q a- I w � W CV X 2548 2548 U F- o / J D J !Y �LLJ � w � o0 w z = z Q wl a z 2544 2544 J W w O o I- c) z z > UJ � o v J z o w0 CONST. 40. F 8" SDR-35 PVC Pie ® 0.40% O _ 2540 LL 1-11 Z (n � o w > 2540- Z CONST. 236.0 LF 8" SDR-35 PVC Pipe @ 0.40% O _ > CONST. 220.6 LF 8" SDR-35 PVC Pipe ® 0.40% �/ Q U 25N N INV OUT w �O J � INV IN (W) INV OUT (SE) L2538.92 OUT S 0 C N T. 76.2 LF 8" SDR-35 PVC Pipe ( ) CONST. 240.5 LF 8" SDR-35 PVC Pipe 0.40% I..L Q 2539.02 2537.96 2537.86 ¢ °^° INV IN (NW) � IN 2537V IN (96 INV OUT (S) 2536.96 CONST. 242.9 LF 8" SDR-35 PVC Pipe ® 0.40% 2536 O w E 2536 Lo I�; INV IN (W) INV IN N 2536.86 U o co ao 2536.54 0 + U � cn INV OUT (SW) INV IN NE 2536.44 � � Q w N + + ( ) INV OUT (W) 2535.46 2535.36 O CONST. 184.4 LF 8" w N m lt p O a Z II U + °O N ( ) 2534.37 Pipe (� 1.37q J z *k `� °O INV IN (E) INV OUT W SDR-35 PVC P' z 0 U cn O (j N U - m I�� INV IN (W) 2534.27 Q ui o U z II + U rn rn 2534.37 INV OUT (S) U U k o � 2532 0 ; z � U) N n INV IN (E) � 2532 m > o N c O < z II + ,� 2531.69 � O U cn O N INV IN S U00 O Q 2531 69 NV 1.59 OUT W U cn N INV IN (E) 11, ( ) SHEET NUMBER ooa- LINE C: PROFILE 2 (SEE LINE C: PROFILE 1 , THIS SHEET) INV IN w = 2528 N 2528 UT-01 Q Q 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 28+80 29+20 29+60 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+6(o a 34+00 34+40 p U cn uu XREF INDEX: 2560 2560 E 0 O U Lo 2560 2560 2556 2556 ' z L N \ h � - - - - - - � /III 11 ���� - - - - - - - - >�� �i ��4�• - - - - - - - O 2556 ��c �`�`� 2556 2552 I�� 2552 o - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - co O - - \ � - - - - - - - - - - - - - o0 - - - - - - - - - 0') o - - - - - - - CO N 2552 2552 2548 2548 �S�pN AL FNG 2548 2548 2544 2544 0�� ��\srERF CONST. 129.8 LF 8" SDR-35 PVC Pipe ® 0.40% Q� o-i0/28/202� 8625 uSignect� T� Q 2541.16 co 2540 2544 254n INV OUT (NW) 2540.62 �sT W1 T ML\ G� ONST. 271.0 LF 8" SDR-35 PVC Pipe ® 0.60% MATCH EXISTING 8' INV IN (SE) B8 2544 SEWER MAIN o g��INV OUT CONST. 268.8 LF 8" SDR-35 PVC Pipe ® 0.40% 0 83 E5B537E89F154BD... INV OUT (E) N o 00 s C� o _ p� o INV IN (W)2542.03 F2541.93 V OUT (E) CONST. 396.0 LF 8" SDR-35 PVC Pipe ® 0.70% Z II ± 2540.52 10/1 2536 2540.84 2540 a o INV IN (W) 2540.74 2540 2536 0 z ¢ INV OUT (N) AP INV OUT (E) O O Q � o O U cnCD 9`SOy U cn N 00 cn � 2537.96 2537.86 0 Q F-: L± INV IN (N) INV OUT (S) 2536 U N � 2537.96 - 2536 2532 2531.69 0 2532 0 a INV IN (W) INV IN (S) 2531.59 U N 1p 2531.69 INV OUT (W) U � INV IN (E) + 2531.69 c N INV IN (N) Z IILq 2532 N 2532 2528 u- + 2528 9+60 10+00 10+40 10+80 11+20 11+60 12+00 F_: N 2+40 12+80 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 z N LNE D LNE G oC/) 2560 2560 ti%K (b. - - - J/Il II r `-- - - - - - - - - 2560 2560 2556 2556 I � I � �J 2552 2552 2556 2556 - - - - -- - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - \ � _ L _ _ - - - - - 2548 2548 2552 2552 Q LLI 0 LEI z C=n co ° m w O 2544 2544 2548 Z 2548 N N N O O LL-I � M_ M_ J 00 00 2544 CONST. 209.6 LF 8" SDR-35 PVC Pipe ® 0.60% 2544 0 0 W Q CD CONST. 36. L 8" SDR-35 PV ipe ® 0.40% z z o > Qp 2540 2540 CONST. 221.1 LF 8" SDR-35 PVC Pipe 0.4 w U w P 0% w m Q w 0- c~n O m CONST. 248.2 LF 8" SDR-35 PVC Pipe ® 0.60% Li 2543.33 Q o U Q J INV OUT (S) 2542.05 2541.95 CONST. 248.0 LF 8" SDR-35 PVC Pipe ® 0.40% w o INV IN (N) INV OUT (SE) 2541.69 2537.83 z o 2536 INV OUT (S) 2536 w o INV IN (W) 21g 0 2537.93 2536.32 2536.22 = 2540 ~ o co INV IN (NW) INV OUT E 2540.79 2540.69 2 LF 8»SD �DNsr. 2540 co INV OUT (E) R'3S o INV OUT (E) INV IN (N) U � N ri p U- o INV OUT (S) 00 Q w + w � �C P'Pe F_: o CD U � `� F_: N 00 Qc! 2.g49, N N z II N �I w + O a LL `n 2532 U v + 2532 2536 N o0 N c i~) z II 00 Q 2536 z O a U cn L-.,) cn 0 2534.37 O 2 INV IN (W) 2534.27 U) 2534.37 INV OUT (S) w 2528 2528 2532 INV IN (E) 002532 a Q 0 U 00 O a U cn 2524 2524 2528 2528 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 NE F: PROFILE 1 (SEE LINE F: PROFILE 2, THIS SHEET) LINE E 2560 2560 2556 `�� �� tih�� %K' 2556 o - - - - - - - - - ti J - - - - - - - - - - - O h L lip a� - - - - L - - - - - - - - - - - - - - - - - 2552 +, w w - - - - - - - 2552 cn - - - - _ on w 0 J N ,J, 2548 w 2548 u J I� 3CD U _ Q w w otf 2544 2544 LLI o x = J D W 0 2540 Q 2540 z = a 0 z a- N J Z z Ld U CONST. 53.6 L 8" SDR-35 PVC Pipe ® 0.40% w O z z 2536 J z o c > 2536 CONST. 92.4 LF 8" SDR-35 PVC Pipe ® 0.40, w O o CONST. 220.4 LF 8" SDR-35 PVC Pipe ® 0.40%0 0 LL z 0 2535.21 INV O 1 INV OUT CONST. 396.0 LF 8" SDR-35 PVC Pipe @ 0.40% O � j INV IN (N) INV OUT (SW) INV OUT (SW) INV�N3 NE 2534.29 ( ) INV OUT (W) Q U 2534.88 2533.39 J 2532 Mcl� INV IN (NE) rn INV IN (E) 2533.29 O CONST. 355.7 LF 8" SDR-35 PVC Pipe ® 0.40% - 2532 I1J m+ INV OUT (W) 2531.69 0 ST. 83.1 LF 8" SDR-35 PVC Pipe ® 0. 0 MATCH EXISTING 8" Q cn `o + �- + INV IN (S) 2531.59 CONST. 143.4 LF 8" SDR-35 PVC Pipe ® 0.40% SEWER MAIN O Q 0 ¢ z II j o � 04 2531,69 INV OUT (W) ~ ¢ II + INV IN E Q U cn O cn z ( ) 2530.15 2530.05 w m > U N O ~ °O 2531.69 Lo 2529.70 N w INV IN (E) INV OUT (SW) INV IN (NE) INV OUT (SW) 2529 01 2528 J � z z * 0 0 2528 U oz U- � _ o U INV IN (N) N N INV IN (NE) �2528.91 Q uj � O N Co N o INV OUT (SW) L) w O N + U- + \ O O Q Cn (. n o / d Z N + N OU c i O Q cn � SHEET NUMBER o 2524 U �„ z .. 2524 14+80 15+20 15+60 16+00 16+40 16+80 17+20 17+60 18+00 18+40 18+80 19+20 19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 24+40 24+80 25+20 25+60 26+00 26+40 26+80 27+20 27+60 28+00 28+40 0 �M 29+20 co a- UT-02 NE F LINE F: PROFILE 2 (SEE LINE F: PROFILE 1 , THIS SHEET) o � u u J. Arnold, ©C Civil Engineering Bob® 1,,� rj A""i I �'"G Geatechaical Engineering Materials Testing&Inspection Services _ 208-440-6276 * Fax 208-323-7866 * bjarnofdpej msn.com December 14,2010 Page 1 of 20 110825001.010c Mr. Justin Blackstock Highmark Consultant Company, LLC 2228 West Piazza Street Meridian, Idaho 83646 Re: Geotechnicai Recommendation Report Proposed Volterra Subdivision McMillan & Ten Mile Roads Meridian, Idaho Dear Justin: As per your authorization, this consultant has prepared the following Geotechnical Recommendation Report for a proposed residential subdivision to be constructed between Ten Mile and Linder Roads, north of McMillan Road and west of Ten Mile, just south of McMillan Road in Meridian, Idaho. Based on the results of our investigation and evaluation, we believe the property is acceptable, from a geotechnical perspective, for the proposed project. The construction and civil engineering recommendations presented within this report are to be incorporated into the project plans and specifications and adhered to during design and construction. Recommendations are provided for the design and construction of earthwork, foundations, slab on grade concrete, flexible pavements, storm water disposal and inspection and compaction testing. We appreciate this opportunity to be of service and we look forward to working with you during the design and construction of this project. Should you have any questions or require additional information, please contact our office at your convenience. Resp d; 7 3- 1 I1 Bo J. old, PF�r Geot ch l nt dos �. APd 1 oB J.Arnold, PE .T 8717 Craydon Drive - - Boise,Idaho 83704 Bob J. Arnold, PE Geotec Civil Eng€neerinhnical Engineering Materials Testing&Inspection Services 208-440-6276 Fax 208-323-7866 * biarnoldpe@,msn.com Decern her 14,2010 Pape 2 of 20 110925001.doc "ABLE OF CONTENTS EXECUTIVESUMMARY.....................................,.................................................. 3 INTRODUCTION.................................................................................................... 4 Purpose and Scope ..................................................................................... 4 Authorization................................................................................................ 5 Warranty and Limitations............................................................................. 5 RESEARCH & BACKGROUND.....................................,.,...... 6.................44..........6 General ........................................................................................................S FieldInvestigation........................................................................................ 6 Observed Conditions ................................................................................... 7 CONSTRUCTION RECOMMENDATIONS ............................................................ 8 FoundationSystem...................................................................................... 8 Foundation Excavation ................................................................................ 8 StructuralFill................................................................................................ 9 Foundation and Utility Excavations.............................................................. 10 SiesmicSetting............................................................................................ 10 Slab on Grade Concrete .............................................................................. 1❑ Flexible Pavement Section .......................................................................... 11 Stormwater Disposal.................................................................................... 12 GENERAL.. COMMENTS ........................................................................................ 12 APPENDIX ............................................................................................................. 13 r Bob J.Arnold, PE w 8717 Craydon Drive Boise,Idaho 83704 Bob J y Arnold, PE C Engineering Geoteehnscal al Enf7itieering Materials Testing&inspection Services 208-440-6276 * Fax 208-323-7866 * boarnoldpe@msn.com _ December 14,2010 Rage 3 of 20 110925001.doc EXECUTIVE SUMMARY • Groundwater was encountered between 2.0' & 6.6'feet below the existing surface. Groundwater is typically shallower on the west and and east ends of the property and deeper in the middle, half way between Hlackcat& Ten Mile Roads. This is due to surface elevation. • Groundwater can be expected to rise and fall with changes in the irrigation season. a Cultivated topsoil is present on most of the property. Cultivation has extended to 18-20" below the existing surface. Re comp action of this disturbed soli is required under future pavemonts, buildings and structural fills. Subgrade surfaces that will support structural fill,foundations, slab on grade concrete, or driveway and parking area pavement are to be proof-rolled to confirm stability. Any deflecting, wet, or soft area is to be over-excavated to sound bearing materials or as directed by this engineer. ■ Subgrade surfaces and 1 or structural fill are to be compacted to 96% of the maximum dry density as determined by ASTM D698, "Standard Proctor." • The proposed buildings may be supported on conventional, continuous, and isolated pad foundations. Foundations constructed atop structural fill or upon the native soils can be designed to exert bearing pressures of up to 1500 psf. The presence of clay soils indicates that ACHD's standard pavement section is appropriate for this development. Residential streets should be designed for 2.5" ACP, 4.0" road base and 14.0"sub base. If clays soils are removed or will be penetrated by site grading operations, then Subgrade samples should be taken for R-Value Testing. This may greatly reduce pavement section thickness. Given the shallow groundwater, stormwater drainage should be retained on the surface. A percolation rate P=1" per hour is appropriate for the native surface soils. If drainage facilities extend to the native sand and gravels a percolation rate P=8" per hour may be used for design. Bob J.Arnold,PE ,,._ 8717 Craydon Drive seise,Idaho B3704 Bob J. Arnold, PE Civil cal Enineering Geotechniol Engineering Materials Testing&Inspection Services 208-440-6278 * Fax 208-_323-7866 * biarnoldpe(@-msn.com _ December 14,2010 Page 4 of 20 110925001.doc INTRODUCTION PURPOSE AND SCOPE This report presents the results of a Geotechnical Evaluation performed for a proposed residential development currently referred to as Volterra Subdivision. This property includes two parcels; one is north of McMillan Road between Ten Mile and Black Cat Roads and the second is at the southwest corner of Ten Mile and McMillan Roads. The aerial photo below is from Ada County Assessor website and shows the property limits as explained to this consultant. W.❑Ivitl ~i: Il lt[{: LY r,4�r,�illen.ft3•� ] N;� - � Bob J.Arnold, PE 8717 Craydon Drive F�� -" Boise,Idaho 83704 Bob J o Arnold, PE Civil Engineering GeoteGhnical EngIr�eartng Materials Testing&rnspection Services 208-440-6276 * Fax 208-323-7866 * biarnoldpe@msn.com December 14,2010 Pap S of 20 ~140925001.doc The purpose of this investigation was to evaluate the subsurface soil conditions and provide recommendations for subdivision development and residential construction. The field investigation included subsurface exploration by means of a wheel mounted backhoe operated by an independent contractor retained for this purpose. Soil samples were gathered and returned to the soil laboratory for testing. After the field investigation and #aboratory testing was completed, all available field and laboratory test data was reviewed, the provided design information was evaluated, and this report was prepared. This report summarizes our findings, conclusions, and recommendations regarding the geotechnical aspects of the project. AUTHORIZATION E-mail authorization to proceed with this geotechnical investigation was received from the client, Mr. Justin Blackstock on September 22, 201 1. Authorization to proceed and the use of the recommendations provided herein indicate the client's acceptance of the scope of work, warranty, limitations and general conditions provided herein and within the submitted and approved proposal. WARRANTY AND LIMITATIONS The exploration and evaluation of subsurface conditions documented herein is considered sufficient to form a basis for the provided recommendations. The provided recommendations are based on the available soil information and preliminary design details either assumed or furnished by the client. it is warranted that these recommendations have been promulgated after being prepared in accordance with locally accepted professional engineering and geotechnical engineering practice. No other warranties are implied or expressed. Bob J.Arnold,PE 8717 Craydon Drive Boise,Idaho 83704 Bob J. Arnold, PE Civil Engineering Geatechnlcal Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * biarnoldpe(a-),rnsn.com December 14,2010 Pago 6 of 20 140925001.doc RESEARCH & BACKGROUND GENERAL As authorized by the client, this consultant observed the excavation of eight test pits on the subject property. At the time of this investigation, the subject property was generally flat, firm, and stable and allowed complete access by the backhoe. Test pits were excavated by Superior Excavation of Meridian, Idaho, Locations were selected by this engineer and were limited to the perimeter of farm fields already harvested. Corn was still present in one field north and one south of McMillan Road. Onions were also present in a field north of McMillan. All test pits were located north of McMillan Road. A large irrigation ditch or canal (temp?) cross the property southwest of Ten Mile and McMillan Roads, The banks of this canal were examined for soil profile data. Client also supplied a historical report by Associated Earth Sciences on this property. It was reported that the project will include site built; wood frame structures with concrete strip foundations. Most of the property is planned to be single family residential lots with some multifamily units possible in the east end, near Ten Mile Road. Recommendations for subdivision development including pavements sections, storm water disposal, bridge construction, and residential building pad construction were requested. FIELD INVESTIGATION Test pits were advanced to depths ranging from 7.0 to 12.0 feet below the existing ground surface. During excavation, samples were recovered from the spoil piles as excavation was performed. These samples were sealed in plastic bags, labeled, and returned to the laboratory for evaluation and analysis. Deeper excavation was not possible due to sloughing conditions. In the laboratory, sieve analysis (ASTM Test Method C136-93), Moisture Content (ASTM Test Method 2216-92) and Liquid Limit, Plastic Limit and Plasticity Index (ASTM Test Method D 4318-93) testing were performed on selected samples. Tests were performed in general accordance with the cited ASTM test methods. All test results are included in the Test Pit Logs located in the Appendix. Bob J.Arnold, PE -- -„--- - 8717—Cr aydan&rive - _--Boise,Idaho 83704 BobJ� Arnold, PE Ccal Engineering ® Geotachnical Englraeering Materials Testing&Inspect€on Services 208-440-6276 Fax 208-323-7866 * bjarnoldpe@msn.com _ December 14,2010 Page 7 of 20 110925001.doc OBSERVED CONDITIONS The surface soils on this property were firm and stable at the time of this investigation. Much of the property appears to have been land leveled to improve irrigation. This is based upon a varying depth of top soil over the cemented silt layer. In the two most western test pits (TP1 &TP2) fill was clearly present over the original native surface soils. Some granular materials have previously been added to the field access roads where TP1 and TP2 were excavated. It is noted that the farm fields adjacent to these locations are at similar elevations, confirming land leveling efforts. The surface soils are typically nonelastic silt but some clay and some cemented silts were also sampled near the surface. In the west end of the property lean clays are present in the upper stratum and extend to 4.5 feet in depth. This is the exception. In most test pits surface soils are silt or weakly cemented silts with cementing increasing with increased depth, The surface soils extend to pitrun type sand and gravel. These soils were contacted at 3.0-6.0 feet below the surface except at test pit #4 where the gravels were ten feet deep with cemented silts above. Groundwater was observed entering all test pits ante the gravel layer was reached. Piezometers were installed in most test pits. Two weeks after excavation water levels were measured in the piezometers. Depths ranged from 2.0' in TP1 in the west end of the property; to 6.6' in TP4 & TP5 in the center of the property; to 2.7' in TP7 in the east end of the property. Two older piezometers installed by others were located south of McMillan Road. Water levels were measured at 4.0' (west) and 3.5' (north) in these two locations. v_ doh J.Arnold, PE r 8717 Craydon©rive T_ Boise,Idaho 83704 Bob J. Arnold, PE Civil Engineering Geotechnil Engineering Materials Testing&inspection Services 208-440-6276 * Fax 208-323-7866 * �`arnvld rnsn.com Deceinber 14,2010 Page 8 of 20 110925001.doc CONSTRUCTION RECOMMENDATIONS FOUNDATION SYSTEMS The recommended foundation system is based upon information contained in this report. This includes both the researched and the assumed information. Residential units, both single and multifamily structures, may be supported on conventional, continuous foundations with isolated pads used for concentrated point loads such as decks, carports or patio covers. Foundations founded upon native soils or upon structural fill that extend to native soils may be designed to exert bearing pressures of up to 1500 psf. Any bridge constructed over the irrigation canal on the southwest corner of McMil#an Road and Ten Mile Road should be constructed on spread foundations that are founded atop the deeper native sand and gravels. Foundations founded upon the native sand and gravels or upon structural fill that extend to these native soils may be designed to exert bearing pressures of up to 3000 psf. Provided the recommendations of this report are followed, settlements should be within permissible magnitudes with the indicated foundation system. Foundations are to be located a minimum of 24 inches below the exterior adjacent grade. The local jurisdiction may require greater embedment depth. FOUNDATION EXCAVATION After the foundation crawlspace, trench, or entire building pad has been excavated to design grade it is recommended that a geotechnical engineer or his representative inspect all foundation-bearing and fill supporting surfaces to confirm that conditions are similar to those documented within this report and used for design. Inspection should verify that the native subgrade to support concrete foundations or structural fill is firm, stable and free of wet or deffecting areas. If clay soils are present at the bearing elevation they are to be removed or confirmed to be non-expansive. Imported structural till is to be used to backfill any over excavation. If foundations are to be founded on compacted structural fill, the depth, stability and proper compaction of the fill is also to be confirmed by the inspecting geotechnical engineer. Bob J.Arnold, PE 87W Craydon Drive Boise,Idaho 83704 Bob J. Arnold, PE Gill Engineering Geoteclrnical Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * Oiarnoldpe@msn.com Decernber 14,2010 Page 9 of 20 110925001.doc Historical aerial photos indicate that the irrigation ditch that goes around the corn field just north of McMillan Road previously crossed the field. Building structures were also previously present on the north west and south west corner of McMillan and Ten Mile Roads. Care is to be taken when constructing atop fill placed by current or former property owner in the former irrigation ditch. it is recommended that this area be inspected at the time of construction to confirm the ditch was property grubbed and backfilled when the ditch was rerouted. Any former foundations or basement are to be similarly examined. Any historical concrete (foundations, slabs, ditch liner, vaults, etc) encountered during earth work operations are to be removed and backfilled with structural fill. STRUCTURAL FILL Structural fill shall be an imported granular material with 100 percent passing a six-inch sieve and less than seven percent passing a #200 sieve. Fill is to be free from organic matter or other deleterious substances and all fines shall be non-plastic. If used within the pavement section, imported fill should have an R-Value not less than 50. Structural fill should be placed in uniform lifts; moisture conditioned as necessary and compacted to a minimum of 95% of the maximum dry density as determined by ASTM Test Method ❑698, "Standard Proctor" with appropriate rock correction. Compaction of structural fills is to be verified by density testing and construction observations. A qualified engineer or his representative should monitor fill placement to ensure the work is performed in accordance with these recommendations, Testing should be performed in accordance with ASTM Test Methods D3017-88 and D2922-91, (nuclear densometer). The inspector must also confirm that the foundation supporting soils and any additional structural fill is free of soft, deflecting, excessively wet areas and expansive clay soils. If encountered, such areas are to be removed and replaced with imported, structural fill. Soils stockpiled on the south west corner of McMillan and Ten Mile Roads can be used as fill provided it is free of organics and does not contain clay soil. BoB #.Arnold, PE — 8717 Craydon Drive -= Boise,Idaho 63704 Bob J. Arnold, PE Civil Engineering Gaatechnical Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7886 * bjarnoldpeCaDmsn.cam December 14,2010 Pagv 1(1 of 2D 11 0825001.doc FOUNDATION AND UTILITY EXCAVATIONS No difficulties are anticipated with excavation for foundations and shallow utilities. As stated earlier in this report, groundwater was encountered as shallow as 2.0 feet below the exiting surface, therefore dewatering will be required for construction activities below this depth. It is unknown how much groundwater changes during the irrigation season but a higher groundwater elevation should be anticipated when irrigation ditches are full. Shallow excavations that do not exceed three feet in depth may be constructed with side slopes approaching vertical. Below this depth, it is recommended that slopes not exceed a vertical to horizontal ratio of one to one. Severe sloughing of excavation walls that extend below the hardpan layer can be anticipated. This information is provided for planning purposes, It is our opinion that maintaining safe working conditions is the responsibility of the contractor. Jobsite conditions such as soil moisture content, weather condition, earth movements and equipment type and operation can all affect slope or bank stability. All excavations should be sloped, braced or shored as required by local, state, and federal requirements. SEISMIC SETTING Soils on this site classify as Site Class D. Structures to be constructed onsite should be designed as per the IBC requirements for such a seismic classification. SLAB ON GRADE CONCRETE Care must be taken so that all excavations below slab on grade concrete are properly backfilled in accordance with the structural fill recommendations outlined herein. This is very critical where a slab will extend over utility trenches or retaining wall backfiil. Trenches and wall backfill areas are to be filled in lifts and benched each lift so that fill is not placed against a vertical soil face greater than three feet tall. Testing is to confirm that compaction has been achieved. Areas of excessive yielding should be excavated and backfilled with structural fill. Bob d.Arnold,PE _ 8747 Craydon Drive -- - -- 8o€se,Who 83704 Bob J e Arnold, PE Civil Engineering Geotechnical Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * ljarnold[?e@msn.com December 14,2010 Page 11 of 20 110925001.doc Interior slab on grade concrete and slabs designed to support vehicles should be placed atop a minimum of four inches of granular base material. The mat should consist of sand or sand - gravel mixture with non-plastic fines. The material should all pass a 3/4 inch sieve and should contain less than seven percent passing the # 200 sieve. The mat shall be compacted to the requirement for structural fill. All slabs should be suitably reinforced to make them as rigid as possible. Proper joints should be provided at the junctions of the slab and foundation system so that independent movement can occur without causing damage. FLEXIBLE PAVEMENT SECTION Based upon the observed conditions and intended use of the property, the following pavement sections are recommended. Pavement Layer Residential Collector Asphaltic Concrete 2.5" _ 3.0" Base Coarse %" minus 4.0" 4.0" Sub base Pitrun 14.0" 18.0" The above pavement section is based upon the presence of clay soils in the west end of the property. These soils can be anticipated to have an R-Value result of less than R=5. If construction is to occur in stages or phases it may be cost effective to sample the subgrade of each phase for R-value testing. Higher R-value results will allow for a reduction in pavement section thickness. The subgrade below all future pavements is to be inspected for soft or deflecting areas prior to the placement of the pavement section. If structural fill is used to fill the site then a reduction in recommended pavement sections is also possible. In this case, this engineer should be contacted after subgrade elevation is established and exposed for re-inspection. Materials meeting the requirements of ISPWC are required for any work within this project. This engineer encourages the recycling of materials that can be harvested during construction. Recycled asphaltic pavement and Portland cement concrete are also acceptable for use as sub base material. Bob J.Arnold,f � 8717 Craydon Drive Boise,Idaho 83704 Bob Jo Arnold, PE Civil Engineering GQateclintl En Ine�rPri Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * b'arnofd a msn.com becomber 14,2010 Page 12 of 20 110925001.doc STORM WATER DISPOSAL The client has indicated that surface retention ponds are planned for disposal of storm water. The percolation rate through the cemented silt and hardpan layer will be extremely slow. A percolation rate of P=1.0 inches/hour is recommended. If a drainage trench is extended through hardpan layer to the free draining pitrun materials, then the percolation rate will be limited to P = 8.0 inches per hours or the value for sand or pitrun used to baokfiil the excavated trench. GENERAL COMMENTS After the plans and specifications are more complete, it is recommended that this consultant be provided the opportunity to review the final design and specifications. This review will confirm that the earthwork and foundation recommendations have been properly interpreted and implemented, At that time, it may be necessary to submit supplementary recommendations. Monitoring and testing should also be performed to verify suitability of materials used for structural fills and to confirm subgrade stability and proper placement and compaction. Any revision in the plans for the proposed structure from those described in this report or deviations from the noted subsurface conditions should be broLight to the attention of this consultant. This report has been prepared for the exclusive use of the identified client and their retained design consultants. Findings and recommendations within this report are for specific application to the proposed building described here and apply only to the property identified. Bob J.Arnold, PE 8717 Craydon Drive Boise, Idaho 83704 Vold J. ,Arnold, PE Civil Engineering Geotechnical Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * biarnoidpe@ms.n.com December 14,2010 page 13 of 20 11ORGDOl.dvc APPENDIX Test Pit Locations Map 1 Groundwater Depths Test Pit Logs Soil Log Legend Abbreviations & Acronyms Sot}J.Arnold,PE -__ 8717 Craydon Drive �'-- Boise,Idaho 83704� Bob J. Arnold, PE Civil Engineering Geotechni !Engineering Materials Testing&Inspection Services 208-440-6276 Fax 248-323-7866 * biarnold[)e@,msn.com December 14,2010 Page 14 of 20 110926UOI.doc Test Pit Locations Map 31 a i0 I ♦, PI d A i G, r41 ! a ,.- � IK _ { Oc 201'2-Google Groundwater Depth Below Surface Location TP7 TP2 TP3 TP4 TP5 TP6 TP7 TP8 EP- EP- EP- West North 11- 9-05 D 05 Depth 2.0' 3.9' 6.3' 6.8' 6.0' 6.0' 2.7' No 4.6' 6.3' 3.6' 4.0' 3.6' 10/16/11 Well Bob J.Arnold,PE 8717 Graydon Drive Boise,Idaho 83704 Bob J. Arnold, P E Civil Engineering Geotech�llcal Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * biarnoldpe(@msn.com December 14,2010 Page 15 of 20 110925001.doc Test Pit Log Test Pit#: TP-1 _ File: 110925001 Client: Highmark Consultant Company, LLC hate Excavated: September 29, 2011� Project: Volterra Subdivision Excavator: Superior 1 Sackhoe Location: 43039'11.41"N 116027'7.99"W Logged By: Bob Arnold __.T DEPTH SOILS DESCRIPTION JTY e 4 10 44 200 M PI _ L.L. 0.0-2.0 IMPORTED FILL— Field Access Road 2.0-4.5 Black,Wet,Sticky,CLAY(CL) Bag 100 100 97 86.9 27.3 21.0 45.6 2.5 4.5 Gravel Contact Water lnflow at gravel layer 4.5.10.0 Pitrun—Sand and Gravel Bag 97 89 60 9.6 10.4 NP NP Very dirty at upper limit 6,0 10.0 Bottom of Excavation Sloughing prevented Deeper excavation GROUNDWATER FILLED TEST PIT TO 24"BELOW SURFACE Test Pit Log Test Pit#: TP-2 File: 110925001 Client: Highmark Consultant Company,LLC Date Excavated: September 29, 2011 Project: Volterra Subdivision Excavator: Superior 1 Backhoe Location: 43°39'9.00"N 116"26'53.59"W Logged By: Bob Arnold Sample # # # # DEPTH SOILS DESCRIPTION Type 4 10 40 200 M PI L.L 0.0.2.0 IMPORTED FILL— Field Access Road 2.0-6.0 Brown,Wet,Cemented SILT Bag 100 98 75 49.8 29.9 IMP NP with sand and clay 2.0 6.0 Gravel Contact Water in flow in gravel 6.0-10.0 Pitrun—Sand and Gravel Very dirty at upper limit Free draining at 8.5' 10.0 Bottom of Excavation Sloughing prevented Oeeper excavation GROL NDWATER AT 48" Bob J.Arnold,PE B717 Craydon thrive Boise,Idaho 83704 Bob J. Arnold, PE Civil E Engineering Geotecfinil Engineering Materials Testing&inspection Services 208-440-6276 * Fax 208-323-7866 * bia-rnoldpe@msn.com December'14,2010 page 16 of 26— 110925001.cloc Test Pit Log Test Pit#: TP-3 File: 110925001 Client: Highmark Consultant Company, LL,C Date Excavated: September 29,2011 Project: Volterra Subdivision Excavator: Superior!Backhoe Location: 430397.88"N 116026'37.21"W -- Logged By: Bob Arnold Sample # # # # DEPTH SOILS DESCRIPTION Type 4 10 40 20Q M PI LL 0.0-3.0 Red—Brown,Wet,SILT With Clay&Sand 3.0-6.0 Light Brown-Tan,Wet,Cemented SILT Bag 100 100 80 29.2 20.6 NP NP 3.0 with sand 5.5 100 89 1 40 26,3 11.6 NP NP 6.0 Gravel Contact Water In Flow at Gravels 6.0-11.5 Pitrun—Sand and Gravel _ Very dirty at upper limit Free draining at 8.0' 11.5 Bottom of Excavation Sloughing prevented Deeper excavalion GROUNDWATER AT 76" Test Pit Log Test Pit#: TP-4 File: 110925001 Client: Hi hmark Consultant Company, om an , L.L.0 v Date Excavated: _September 29, 2011 Project: Volterra Subdivision Excavator: Superior J Backhoe Location: 43039'19.72"N 116026'37.40"W Logged By: Bob Arnold Sample # # # # DEPTH SOILS DESCRIPTION Type 4 10 40 200 M Pt ILL 0.0-2.0 Light Brown,Wet,SILT With sand and clay Cultivated to 18-20" 2.0.8.0 Brawn,Wet,Cemented SILT Bag 96 87 79 71.9 26.6 NP NP with sand and clay Cementing increases w!depth 8.0-10.0 HARDPAN,Cemented silt layer 10.0 Gravel Contact,Cemented Water Inflow in Gravel 10.0--12.0 PItrun--Sand and Gravel Very dirty at upper limit 12.0 Bottom of Excavation Sloughing prevented Deeper excavation GROUNDWATER AT 81" GROUNDWATER AT 62" In old plazomater nearby Bob J.Arnold,PE 8717 Graydon Drive Boise,Idaho 83704 Bob J. Arnold, PE Civil Engineering Geotechn# 1 Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * b jarnoEdpe(aDmsn.com December 14,2010 Page 17 of 20 110925001.dm Test Pit Log Test Pit#: TP-6 File: 1/092500/ Client: Highmark Consultant Comp, LLC _Date Excavated: September 29,2011 Project: Volterra Subdivision Excavator: Superior 1 Backhoe Location: 43°39'7.98"N 118026'19.36"W Logged By: Bob Arnold �— Sample # # # # DEPTHSOILS DESCRIPTION T e 4 10 40 200 M PI ILL 0.0.2,0 Light Brown,Wet,SILT Witlt sand and clay Cultivated to 18.20" 2.0-5.0 Brown,Wet,Cemented SILT Increasing to HARDPAN at 4:5.0 5.0 Gravel Contact 8.0-11.0 Pitrun--Sand and Gravel Free draining at 6.5' 11.0 Bottom of Excavation Sloughing prevented Deeper excavation GROUNDWATER AT 80" Test Pit Lag Test Pit#: TP-6 File: 110926001 Client: Highmark Consultant Cat and, LLC [late Excavated: September 29, 2011 Project: Volterra Subdivision Excavator: Superior l Backhoe Location: _ 43°39`12.97"N 116026'2.58"W Logged By: Bob Arnold Sample # # # # DEPTH rGravel ESCRIPTION Typo R 10 40 200 M Pi LL 0.0-2.0 wn,Wot,SILT d and clay d to 18-20" 2.0-6.0 et,Cemented SILT gag 96 81 66 56.3 21.2 6.0 30.5 3.0 6.0 ontact 610-10.0 Pitrun—Sand and Gravel Very dirty at upper I]nil t Free draining at 8.0' 10.0 Bottom of Excavation Sloughing prevented Deeper excavation GROUNDWATER AT 72" Bob J.Arnold, PE - 8717 Craydon Drive - - w Boise,Idaho 83704 Bob J. E Oral Engineering Arnold,7 Gootechnical Engineering Materials Testing&Inspection Services 208-440-627 6 * Fax 208-323-7866 * blarnoid e msn.com _ December 14,2010 Page 10 of 20 110925001.doc Test Pit Log Test Pit#: — TP-7 File: 110925001 Client: Highmark Consultant Company, LLC Date Excavated: _September 29, 2011 Project: Volterra Subdivision _ Excavator: Superior I Backhoe Location: 43°39'9.00"N 116"26'53.59"W Logged By: Bob Arnold F — Sample # # # # DEPTHSOILS DESCRIPTION T e 4 10 40 200 M PI t_L Tan,Molst,SILT With Sand Rootzone to 6" 3.0 Gravel Contact 3.0•T.0 Pitrun-Sand and Gravel Free draining at 4.0' Water inflow at Gravel contact 7.0 Bottom of Excavation Severe Sloughing prevented Deeper excavation GROUNDWATER AT 32" Test Pit Log Test Pit#: —`—� TP-8 File: 110926001 Client: HI hmark Consultant Corn an , LLC _ Date Excavated: Se tember 29, 2011 Project: Volterra Subdivislon _Excavator: Su parlor 1 Backhoe Location: -- 43°39'9.00"N 116°26'53.59"W 4 Logged By: Bob Arnold Sample # # # # rO.0-3.0TJ OILS DESCRIPTfpN T e 4 10 40 200 M P1 ILL n,M01st SILT Bucket 100 99 $9 83,9 6.9 5.0 27.9 ith Sand (ML) - I Contacttrun- Sand and Gravelry dirty at upper limit ee draining at B.5' Water inflow in gravels+6' 0.0 Bottom of Excavation Severe Sloughing prevented Deeper excavation Bob J.Arnold, PE — —8717 Craydon Drive Boise,Idaho 83704 Bob J. Arnold, PE Civil Engineering Gcatechnlcaf Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * Warnoldpeamsn.cem December 14,2010 Page 19 of 20 110925001.doc SOIL LOG LEGEND UNIFIED SOIL CLASSIFICATION SYSTEM {ASTM STANDARD TEST METHOD D 2487 FOR CLASSIFICATION OF SOIL FOR ENGINEERING PURPOSES MAJOR TYPICAL DIVISIONS DESCRIPTIONS COARSE GRAVEL $. r 5%a•#200 GW Well-graded gravel,gravel-sand mixture,little or no GRAINED GRAVELLY fines. SOILS SOILS c 50%-##200 <50%-44 GIB Poorly-graded gravel,gravel sand mixture,little or no fines 5-12%4200 GM Silty gravel,9 ravel-sand-sift mixtures a 12%-#200 [ClaLey gravel,gravel-sand-clay mixtures SAND & ¢5%-4200 SW Well-graded sand,gravolly sand,little or no fines. SANDY SOILS >50% -##4 5P Poorl raded sand,gravel) sand,little or no fines ;12%-#200 SM Silty sand,sand-silt mixtures 5C Clayey sand,;—and.clay mixtures FINE SILTS AND INORGANIC ML Inorganic silt and very fine sand,rock flour,sllty or GRAINED CLAYS clayey fine sand or clayey silt with slight plasticity SOILS LL¢ 50% >50%-#200 CL Lean clay-low to medium plasticity,gravelly clay, sanI y day,silty clay ORGANIC JOrganic silt and organic silty cla of law lasticit SILTS AND INORGANIC MH Elastic silt,micaceous or diatomaceous fine sand CLAYS or silty soil. LL>50% ` CH Fat clay-hi h lasticlt ORGANIC Oli Or anic clay-med.or lii li plasticity: or anic silt HIGHLY PT Peat,humus,swamp soli with high organic content ORGANIC SOILS 6oh J.Arnold, PE J+ 8717 Craydon Drive Boise,Idaho 83704 Bob J. Arnold, PE Civil Engineering Geotecbnil Engineering Materials Testing&Inspection Services 208-440-6276 * Fax 208-323-7866 * biarnoidpe@msn,com December 14,2010 Page 20 of 20 110826001.doc Abbreviations and Acronyms AASHTO American Association of State Highway & Transportation Officials ACP Asphaltic Concrete Pavement ASTM American Society for Testing and Materials BH Bore Hole IBC International Building Code ISPWC Idaho Standard for Public Works Construction ITD Idaho Transportation Department NP Non Plastic PCC Portland Cement Concrete PCF Pounds per Cubic Foot TP Test Pit LISCS Unified Soil Classification System CL Clay NOTHING FOLLOWS Bob J.Arnold,PE 8717 Craydon Drive Boise,Idaho B3704 Bob J. Arnold PE Civil Engineering � Gectechn€csl Engineering Materials Testing&Inspection Services 208-440-6276 bjarnoldpe@msn.com msn.com November 4,2013 130515003.doc Page 1 of 3 Mr. Justin Blackstock Cottonwood Development, LLC 2228 West Piazza Street Meridian, Idaho 83646 Re: Geotechnical Research Bridge Tower Estates North Side of McMillan Road Meridian, Idaho Justin: As per your request, on October 7, 8, & 10, 2413 we performed percolation testing on the roadway subgrade soil at the referenced project. Two pert tests were performed in general accordance with ACH❑ requirements. SE test was southeast of N. Abruzzo Avenue & W. Riva Capri Street intersection. NW test was north of N. Bolsena Way and W. Wapoot Street intersection. Locations are indicted on the attached drawing. Each test consisted of boring a 12' diameter 2.5 to 3.6 foot deep boring to the depth of the proposed adjacent roadway subgrade elevation. R. P. Jones Drilling of Boise, Idaho provided the Texoma auger rig and operator. An 8 inch, solid, pile was then installed and seated with the drill rig. The space out side the pipe was then backfilled with native soils. Water was then poured into the pipe on each of the days listed. On the final day the pipes were filled in the morning. In the afternoon, a hand auger was used to remove some of the accumulated fine grain soils in the bottom of the test pipe. Water was again placed in each pipe and the drop in water level and time periods were recorded until consistent results were obtained. Depth and time readings were recorded for approximately two hours. Percolation rate is calculated by dividing change in water level by time period. Based upon a safety factor of two, we recommend a percolation rate of P = 3/ inch/hour. Actual field measurements are reported in the Appendix. On October 7, 2013 an R-Value sample was delivered to Material Testing & Inspection of Boise, Idaho. The sample was gathered from the intersection of Apgar Creek Street and Abuzzo Avenue, in the SW corner of the project. Results indicate that an R-Value of R=5 is appropriate for design. The MTl laboratory report is attached. This opportunity to be of service is appreciated. Should you have any questions or require additional information, please contact our office at your convenience. Respectfu Bob J. r of , PE o I Project e ultant cc: Munger/ Wilson �p� �. ARNo.. Bob J Arnold,PE 14355 Battenberg Drive ;y Boise, Idaho 83713 Bob Engineering Qo b J. Arnold, PE Geotechnical Engineering {Materials Testing&Inspection Services 208-440-6276-�'= -_�W -- bjarnoldpe@msn.com_ November 4,2013 130615403.doc Page 2 of 3 PERCOLATION MEASUREMENTS SE Interval Interval Measure P Time Min. Hours Inches Inches/Hour 4:22 0.0 4:52 0:30 0.50 0.63 1.3 5:22 0:30 0.50 1.50 1.8 5:52 0:30 0.50 2.25 1.5 A VERA GiE' 1.5 NW Interval Interval Depth P = Time Min. Hours Feet Inches/Hour 4:37 0.0 5:05 0:28 0.47 1.00 2.1 5:35 0:30 0.50 2.00 2.0 6:05 0:30 0.50 2.88 1.8 6:20 0:15 0.25 3.38 2.0 AVERA GE 2.0 SITE MAP >>>NORTH>>>> �. .. ._r_..�. ._ _. _.._ _._.r.-_. . - r _.._.._ „ �R� ! $ co i ! r 1 III W Per Y � i � �/.r env.,. `ti � I _ava-+'n�sc•�� i } m C 1 I !� i 1 I SE P4VC Test rg �jp l ® l•t ya Boil J Arnold,PE 14355 Battenberg drive Boise,Idaho 83713 Bob J. Arnold, PE Civil Engineering Geateahnioal Engineering Materials Testing&Inspection Services 208-440-6276 bjarnoldpe@msn.com November 4,2013 130615003.doe Page 3of3 R-VALUE by Materials Testing & Inspection PAtA MATERIALS ftWWr: Mf P24DF2 ,rRCU E � '°"M � 'nTESTI NG RN ft- too INSPECTION f,nvrr:rtrt•u 11!W srrvu;p J &:otachnical Emjineer.•r.:r U cvn4tinxim n Malertfl%Tes!mg 3 SpE.6311r!�.. tv_•,., R-Valuc Test Data Snuree and Deacri tloa: Simi Ind and 13ebiomd h-the['licnt-Clan Bale t111iained: August X 1013 �- Nanl le tA: 13.7456 --— Sninpling and Pre laraoiottt ATM D75: I A.XSI{1O T3: A&M D421: AASn'ro,rV. X Test Standard: ASTM MM: I AA5H70 T j90: I I Tdaha TR: Y Sample A B C Dry Density(lbllt ) NA NA NA Moisture Content % NA NA_ NA Ex Sinn Prc-stiure( si) NA NA N_A_ Exudation Pressure( st) NA NA NA — 11-Value NA NA OVA R-Value Cap 2T10 pal Csudatfon Pressure=Less than 5** •+AS I'M M844 Now 2: Occa!in,sally,inniersal from very plastic clad-zest specimens%vill exttudc Irani uw;l r the ntold and around the follower rant duriltg the Inading operation.if this occurs When the ioo-psi poim is reached and fewer than fire lights are lfgl:ted, the spil should be reported ax less dr,,n 5 R-value. R-Value Exudation Pressure S.0 4,0 R 2.0 1'0 0.0 300 250 200 150 100 exudation Pressure(psi) 2797 S,ViC"View Way.86se IQ 83M9.208 376.4748.Fax 20a 322.OS15 Bob J Arnold,PE �- 14356 Battenberg Drive Boise,Idaho 83713 Bob J. Arnold PE E Civil Engineering � Geotechnical nglneoring Materials Testing&Inspection Servlces 208-440-6276 blarno[dpe@msn.com _ gecerrrBer39, 2013 9 30304002.doc Page 1 of 2 Mr. Justin Blackstock Cottonwood Development 2228 West Piazza Street Meridian, Idaho 83646 Re: 2nd Addendum to Geotechnical Report Proposed Volterra Subdivision McMillan & Ten Mile Roads Meridian, Idaho Justin: As per your request, on December 18, 2013 this engineer supervised the excavation and logged an additional test pit near the proposed Bridgetower Height's San Vito Crossing. This test pit was located approximately 60 feet south of the canal and 50 feet east of the San Vito centerline, just south of McMillan Road. The pit was very similar to the western test pit excavated approximately 700 feet to the east In March of this year. A Test Pit Log was generated and is attached, Based upon observed conditions, the recommendations of the ❑riginaI report addendum (#130304001) dated March 4, 2013 are appropriate for this box culvert crossing. This opportunity to be of service is appreciated. Should you have any questions or require additional information, please contact our office at your convenience. Respectfull submitted; ALE o Bob J.�� N Project Geotechnical Consultant Bob J Arnold,PE 14355 Battenberg brie Boise,Idaho 83713 Civil Engineering B o b J. Arnold, PE Geotechnlcal Engineering Materials Testing&Inspection Services 248440-6276 biarnoldpe@msn.com _ December 19, 2013 130304402.dcc Page 2 of 2 Test Pit Log Test Pit#: San Vito Crossing TP W Pile: 130304002 Client: —W Cottonwood Development _ Date Excavated: - December 19, 2013 Project: Bridgetower Heights Excavator: Superior I Backhoe Location: 60' S& 50' E of Center of Box Culvert Logged By: Bob Arnold Sample # # # # DEPTH SOILS DESCRIPTION Type 4 10 40 2QQ M PI LL 0.0-2.0 Black to Dark Brown, Moist, Organic,Silty,Clay. Corn field roots to 0.5' 00-12"of Frost was present When test pit was excavated 2.04.0 Light Brown, Molst to Wet, Sandy SILT 4.0-6.5 Brown,Moist to Wet, Cemented SILT Hardpan layer at bottom+1.' 6.5 Gravel Contact Weakly cemented and silty For upper 0.5-1.0' 7.0.10.0 Pltrun type sand and gravel 10.0 Bottom of Excavation No Groundwater Encountered Bob J Arnold,PE ��14355 Battenberg Drive Boise,Idaho 83713 Munger Engineering Inc. August 28, 2013 4090 W State Street#29 Boise, ID 83703 Re: Permeable Pavement in Bridgetower Heights Subdivision This submission constitutes the structural design of the proposed permeable pavement to be constructed in Phase 1 of the Bridgetower Heights Subdivision, Background Information Geotechnical testing was conducted at the site by Bob Arnold, PE, with the results being reported in a letter dated June 24, 2013. According to Mr.Arnold "an R-value of R=5 is appropriate for design". The grain size analysis for the native soil was provided on Page 3 -the native soil "sample contained 65% clays and silts that pass a#200 sieve". You advised that the recommended Traffic Index for the site, according to ADA County, was 6 (equals approximately 33,140 ESALs); however, we selected to use a more conservative TI of 6.5 in the design (equals approximately 65,583 ESALs). Analysis Methodology The Design (required) Structural Number was determined using the Interlocking Concrete Pavement Institutes (ICPI) "PICP Permeable Design Pro Software, Version 1.1.0,216"using the TI and R-value data outlined above. The Pavement (provided) Structural Number was calculated following the methodology in ASCE 58-10:Structural Design of Interlocking Concrete Pavement for Municipal Streets and Roadways. Please note that the structural (layer) coefficients for the respective pavement layers are reported in the attached summary, Analysis Results The Design Structural Number for the site was calculated by the software to be 2.44. A pavement cross section consisting of an 3.125" (80mm) thick paver, 2" bedding layer of #8 stone, 4" base layer of #57 stone, and 10" subbase layer of #2 stone provided a Pavement Structural Number of 2.46, which was structurally adequate. I hope this summary is sufficient for your needs. Regards, .4�ONasslpN�( G.J. I.F--BOLD m Zi 90420200 Glenn Herold, P.Eng. National Commercial Hardscape Engineer 4 �� o ❑ldcastle Architecturalo�, o o ` o o r�'a 0 w o f° r+ m n o v 3 * a 3 15f5 a � D '* r- ❑ a�a Q rD o r N n ra rD O-ml rD r-F b b- S b S Ln (p rnr as C rD CL °' -, n n 0 {7 r+ w _. -n v p Q ro' m p - ° I. un _ C _{D rD ro in r n n n n < f D i c s , ro ,ter ,ter ' can g' ° obi cs (D (D (D fin' � �'. m ct Q o o n L. `Fn a ° �- �* cn ar n o n n n ro W N F-+ rD ID N I I 1 M Mooizan :3 �E Ln 1+ m w w m (An n B Z V' 0 Ln � � a o ` ¢ cn n C -s > Y ro V (D rt vC C m n 0 n n Q — o Ln b C n CI±7 {� C CTq n Ln p I N _ 7 rD !9 tD M ° 'c b CU � rn N O o rD n > m ar �" at vas 0 � cr, I CO "' M LA Ln — Q r b C fD tn O 3 �Q a3 'n � r Q a : , M CL r] q p v Q C I (DD (� C N h S ro L rr Q Z M C Q C Z ro CD G Q o -�_ z ro fD c LJ1 f='1 rt ? cr 3 'o N� m3 N Q a -0 M CD I• ti c o O m ? a m � [!7 Ip o _ ❑3 (D rF V1 r in w Can Ln cr b c f 3 r1 C a a c \ C , a o 7 tr N 7 y N O