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Application Development Application Transmittal Link to Project Application: Ascent Townhomes AZ, PP H-2020-0039 Transmittal Date: 4/24/2020 Hearing Date: 5/28/2020 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 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. Commission Hearing Date: May 28, 2020 Planner: Sonya File No.: H-2020-0039 Project Name: Ascent Townhomes Request: • Annexation of 5.25 acres of land with an R-15 zoning district; and, • Preliminary plat consisting of 43 buildable lots, 13 common lots and 1 other lot on 4.97 acres of land in the R-15 zoning district. by Schultz Development. Location: The site is located on the north side of W. Franklin Rd., midway between N. Black Cat Rd. and N. Ten Mile Rd., in the SW 1/4 of Section 10, Township 3N., Range 1 W. E Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: File number(s): Assigned Planner: Related files: Type of Review Requested(ebeck all that apply) ❑Accessory Use(check only 1) ❑Final Plat ❑Daycare ❑Final Plat Modification ❑Home Occupation ❑Landscape Plan Modification ❑Home Occupation/Instruction for 7 or more Preliminary Plat ❑Administrative Design Review Private Street ❑DR Modification ❑Property Boundary Adjustment ❑Alternative Compliance ❑Rezone Annexation and Zoning ❑ Short Plat Certificate of Zoning Compliance ❑Time Extension(check only 1) ❑ CZC Modification ❑Director ❑ City Council Review ❑ Commission ❑ Comprehensive Plan Map Amendment ❑Council ❑ Comprehensive Plan Text Amendment ❑UDC Text Amendment ❑ Conditional Use Permit ❑Vacation(check only 1) ❑Conditional Use Permit Modification(LEI , only 1) ❑Director ❑Director ❑ Commission ❑Commission ❑Variance ❑Development Agreement Modification ❑Other Applicant Information Applicant name: tuv Phone:`Z u Applicant address: VO Email: ►` �` +'� City: 1- A l46-b'- State:lj� Zip: Applicant's interest in property: ❑ Own ❑Rent ❑Optioned ' ther 1 Owner nameOA,4- � t,�..r�-�+ �-cv-� 7 ��i , �X,e Phone: Z GC—c�070 Owner address: V Vtct S%C''1 'D Email: City: �1 «+� State: 1� Zip: (33co-ef+�° Agent/Contact name(e.g.,architect,engineer,developer,representative): !y .. �> Firm name: Phone. Z-a" Agent address: ►w; Email: �p City: �`'<-,�'�+`�1,� State: Zi p: Primary contact is: -- LApplicant ❑ Owner 21d Agent/Contact Subject Property Information Location/street address: r z yr4 k•. V's Township,range,section: y �✓ " kc Assessor's parcel numbcr(s): J`'Z-, O'�!"0 Total acreage: Zoning district: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancit�orWplannin¢ -1 Rev:(211 1 12 0 2 0) Project/subdivision name: General description of proposed project/request: •�� -c Proposed zoning district(s): "r Acres of each zone proposed: i Type of use proposed(check all that apply): G-(. r$ILZesidential ❑Office❑ Commercial❑Employment❑Industrial ❑Other Who will own&maintain the pressurized irrigation system in this development? Which irrigation district does this property lie within? N t"-%X) Primary irrigation source: 1� �'` Secondary: Square footage of landscaped areas to be irrigated(if primary or secondary point of connection is City water): 25,,5e Residential Project Summary(if applicable) Number of residential units: Number of building lots: Number of common lots: Number of other lots: 66 ` ?_ Proposed number of dwelling units and square footage of living area(for multi-family developments only): 1 bedroom: 2-3 bedrooms: 4 or more bedrooms: (up to:500 sq.feet) (up to:250ii-500rrs��q. feet) (up to:500 up to 1200 sq.feet) Minimum square footage of structure(excl.garage):tV Maximum building height: Minimum property size(s.f): �j Z 100 f_5� Average property size(s.f.): Gross density(Per UDC 11-1A-1): Z PS / POG Net density(Per UDC l l-1A-1): °I?9-> of Acreage qualified open ace: f q p p (�,�� (�-� Percentage of qualified open space: TyQe and calculations of qualified open space provided in acres(Per UDC 11-3G-3B): ` I-, 6- � (�-e� �-�— ��cQ�.�,'1� Ste` � (.o[��-�-'�'`►_ ��j A �j,�S7Xj fir Amenities provided with this development(if applicable): Type of dwelling(s)proposed: ❑ Single-family Detached *ingle-family Attached ❑ Townhouse ❑Duplex ❑Multi-family ❑Vertically Integrated ❑Other Non-residential Project Summary(if applicable) ) J h Number of building lots: Common lots: Other lots: Gross floor area proposed: Existing(if applicable): Hours of operation(days and hours): Building height: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Applicant signature: Date: Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridiancity.org/planning -2- Rev:(2/11/2020) March 26, 2020 City of Meridian Planning and Zoning Commission and City Council c/o City of Meridian Planning Department 33 E. Broadway Avenue Meridian, ID 83642 RE: Ascent Subdivision Annexation,Rezone, and Preliminary Plat 4.97 Acres on Franklin Road,West of Ten Mile Road Dear Commissioners and City Council Members: On behalf of Schultz Development LLC and T&M Holdings LLC,please accept these applications for annexation,rezone, and preliminary plat for the Ascent Subdivision located on the north side of Franklin Road approximately 1/2 mile west of Ten Mile Road. We are requesting annexation of 4.97 acres to R-15 zoning with a preliminary plat consisting of 43 building lots and 14 common lots. Surrounding Uses and Zoning The 4.97-acre Ascent Subdivision site is located approximately 1/2 mile west of Ten Mile Road on the north side of Franklin Road and is currently zoned RUT in Ada County. The site is contiguous to the City limits of Meridian at the centerline of Franklin Road with the Baraya Subdivision to the south. Several adjacent 1-acre residential parcels are located in Ada County and zoned R-1 and RUT with a 21-acre RUT parcel located north of the property. The current Meridian Comprehensive Plan and Future Land Use Map indicates Medium- High Density Residential for this 4.97 acres and the other adjacent properties on the north side of Franklin Road. The 94-acre Baraya Subdivision is located across the street on the south side of Franklin Road with a mix of R-8, R-15, and R-40 lots partially completed. Within the Baraya Subdivision, a 14-acre elementary school site is proposed with access to Black Cat Road. The 18-acre Entrata Farms Multi-Family Development is zoned R-15 and located approximately 150 feet east of the Ascent Apartments. The 25-acre Avendale/Silver Oaks Multi-Family Development is zoned R-15 and located northeast of the Entrata Farms development on the north side of Franklin Road. Preliminary Plat The 4.97 acre site is proposed to be subdivided into 43 single-family attached building lots and 14 common lots. The gross density is 8.65 dwelling units per acre with building lot sizes ranging from 2,005 SF to 7,272 SF with an average building lot size of 2,572 SF. Open Space and Amenities The Ascent Subdivision has 1.1 acres of open space (22.3%)with 0.55 acres of "qualified"open space(11.2%). In addition, a playground has been provided with the subdivision even though the 4.97 acre site is not required to meet the requirement for amenities under 5 acres. Sewer Service The Ascent Subdivision will be serviced by an existing 8-inch sewer main in W. Franklin Road at the south entrance to the site with adequate depth to service the entire 4.97 acres. Water Service The Ascent Subdivision will be serviced by an existing 8-inch water main stub in W. Franklin Road. Fire Sprinklers will be provided for the homes due to limited access initially over the 30 lot max requirement of the Fire Department. Pressure Irrigation Primary pressure irrigation will be provided by Nampa-Meridian Irrigation District (NMID) via an existing regional pump station for the Baraya Subdivision directly south of the site across Franklin Road. Gravity Irrigation The Purdham Stub Drain is a NMID facility located along the north property line. NMID has indicated approval of our proposal to tile the drain with an 18-24"diameter pipe with exact sizing to be determined in final design. The facility will be buried in a common lot with an exclusive NMID access easement and the Ascent Sub Owners Association will be responsible for weed maintenance in this common lot. Roadways and Storm Drainage The site has one access to W. Franklin Road which is a fully widened 5-lane arterial with curb/gutter/detached sidewalk on both sides of the road. The existing driveway entrance provided with the Franklin Road widening project in 2016 will be replaced with a full- width entrance. The site provides 4 public stub streets to the west, east, and northeast properties for future vehicular and pedestrian interconnectivity. The interior roads and alleys are proposed to be public, owned and maintained by ACHD. With the exception of the site entrance road, all interior roads (not alleys) are designed with adequate width to allow on-street parking where not precluded by driveway locations. The attached on-street parking exhibit indicates an additional 31 parking spaces (20' long) in excess of the 2-car garages and 2-car driveways providing off-street parking for each lot. The site entrance road does not meet the 1320-feet spacing required by ACHD for a major arterial, such as Franklin Road. We do have approximately 660 feet spacing to the Entrata Sub entrance to the east on the same side of the road and 640 feet spacing to the Baraya Sub entrance to the west on the opposite side of the road. We are requesting a waiver of ACHD policy to allow a temporary public access road,with no parking and sidewalks on both sides, across this common lot onto Franklin Road. Once development occurs on the property to the north, Perugia Street will connect with San Marko Way to the east, and potentially Aviator Road to the west, and the site entrance will be converted to pedestrian and emergency access only. As such, we are proposing a development agreement with ACHD to provide the plans and trust funding for future retrofit of this "temporary access" area with fire bollards and rebuilding of the site entrance concrete connection to preclude public vehicular access and limit the access to emergency vehicles and pedestrians only. Storm drainage will be mitigated by underground seepage beds and/or shallow landscaped retention areas according to ACHD requirements and final engineering documents. Architecture The proposed Ascent Subdivision will consist of 43 single-family attached homes in 2-, 3-, and 4-plex buildings with zero lot lines between units and standard R-15 setbacks between buildings. The homes sizes will vary between 1,400 and 1,600 SF. The building design will emphasize usable front porches for the majority of the units and encourage pedestrian activity with detached sidewalk/parkstrips on N. Carisbrooke Avenue and with sidewalk connections to all surrounding properties in the future. In addition, the homes along Franklin Road will have articulated rear elevations. In this way, the Ascent Subdivision will be well integrated with the Ten Mile Specific Area Plan and other properties approved previously in the vicinity. Variances The site design for the Ascent Subdivision exceeds the minimum requirements of the R- 15 zoning ordinance requested with this application. However, we are requesting an ACED waiver of the 1320 feet spacing rule for the site entrance, subject to a development agreement outlining the"temporary"nature of the connection with appropriate financial guarantees for the future conversion of the access to emergency and vehicular access only. We anticipate the waiver will require a public hearing at the Ada County Highway District Commission for approval. Summary The proposed annexation, zoning, and preliminary plat applications for the Ascent Subdivision carefully considered all aspects of the Meridian Zoning Ordinance,the Meridian Comprehensive Plan, Ten Mile Specific Area Plan, site location, surrounding neighborhoods, and the housing market in Meridian to develop a high-quality residential development that exceeds the minimum development standards and provides excellent design characteristics. We respectfully request your approval of these applications. Sincerely, Matt Schultz Schultz Development LLC attachments 57 B�)�(��j{�JI1l l'l l't J'i! Jlt ll-t JTt f(.t 1.+l J 1.t `ftl►/rR.V..u..L..�.:{1..�../.. .J .1�,1 1♦ t ry tiwARULANTY DEED 844NO.13 FOR VALUE hh:c'iSl1'ED ALBERT F. C11ASTAIN and IAENE J. CHASTAIN, husband and wife the Gntntor S .du )IL-t-olly l;rrust, .kntl aunt}'unitl LARRY L. CHRISTIANSEN and/or DOROTHEA H. CHRISTIANSEN, husband r,^ �r and tribe the Grantee s ,who w atitimm is '��Q (�• Fif'h Ml�//A� f d the following described premises,to-wit: DESCRIPTION ATTACHED G^ tr ,y. f�. yff• z Cam;; V r I• - i TO 11AV E AND TO 1101.11 Un•mitt preinke.%.will)III-'ir:Ilrlrul-u•nanr•:4 nntn Ill--said t,rame•Is , their III•ira:ul,i:.N-KiK1IS fewevor. Anti I I w said t:rantw's tilt 11r'I'Olrt•(•--ar•n:tnl tlr I and with the saitt GhLUNTS . thw t hey are tilt-.)Wtlt•i'sill frt•Alnilk of said pn•nlixt.a: Outt - 81.21 ptelni-CRure free front ult enenntlmme4+t; 1� •_ and dull they will v.ul•MM and dvILA141 tht•'Uknie T iMl:tit lavefttl cihim t:.lt:itY1+rtt'r. r_ Dawd: /-- 1977 :t f� STATE OF IDAtlti, C01t'.*M* till ADA STATE fir II+AIIn. VOCNTY uF �[I f� churl.}.t'rtfA the ehiainatty'myt; tirtsftlt�l for neani r Un thin Jay.4 D tt 1:� '7 7 ,� at th.,r..lul•rt.d' �✓ZC/ J}J CCU'^--•before me it twklry.11ulllic in.med ftrr mdal Slau.,jm-m nnll.v apppitrnd m .00 minui+K past 7 tittrtik�m.. 4; Albert, F. Chastain and thlw ,�� day.lf�( C Irene.�. Chastain 1tr iu ma•uflin•,anal duly Iw-1nl nt 1-P k �~ Z of 17r•rrl t tl Irll-• i;' knitsf rllo mt•to In•tht•1yntnt s t ,.,sc i m.-S a re y n•1{hrtu tilt' within ins nu.t-•,-t, apd :Irknuu hvlt..r1 I-• SR .IOHh# gvm mr ut t till Y. l v••ttt•^t +h.- r:un••. ' F'r.ttRirta FGirlr •t i. .v ��i�- _'�1�`�� .y.f ty�✓ 11}• `�i�n-+C� IG�Y'r'� Y.,lu,Tr I'nf far I'"I'-t"}•. e 1� d ♦•aldifil;ate � .C^t a,/s t�y.�" ,Wahl. V-•.•a c [J/�i�: f't Min.k*104-vi/i-'^-t J� +t t1a0 I. f ;' TITLE COMPANY OF AUA COUNTY 4, 1 t to W.Jellerson St r- 9vlsc,[dohv Ii3t02 2118�•la•6515 Representing Pioneer National Title Insurance 4 1:: %C,1<t�1t•�11v 1t`:P i It`.7'�t":ti�.C'. . -'.C',+" +".1.'.1'-t.r-+`r.i!.4:+•-.1"-+''. i-.i'.i I`�.- 1'. f'.. . - - . . . . . i i 1 i 750 s - 1 A track of land in the Southeast_ quarter of the South- I west quartor of Section 10, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particu- larly described as follows: I Commencing at the section corner common to Sections 9, 10, 15 and 1.6, Township 3 North, Range 1 West, Boise Meridian; thence East along the section line. 2264.09 feet to a point; thence North 0"10' West, 30.00 feet to a steel pin, - the REAL POINT OF BEGINNING, thence West along the North right--of--way line of Highway 30, 366.65 .feet to a steel pin; thence North 0010' West, 813.25 feet to a point I on the centerline of a certain canal; thence South 40"00' East along said centerline 1 572.39 feet to a point; thence South 0°10' Easy:, 374.77 feet to a steel pin, the REAL POINT OF BEGINNING. Together With a right-of-way for roadway purposes along and across, the following described property: Commencing at the section corner conunon to Sections 9, -' 10, 15 and 16, Township 3 North, Range 1 West, Boise j Meridian; thence East along the section line, 1, 897.44 feet S'' P to a point: r' I thence North 0°10' West, to a steel pin, the REAL POINT OF BEGINNING; thence West along the North right-of-way line of Highway 30, 50.0 feet to a point; thence North 0*10' West, 873.05 feet to a point on the centerline of a certain canal; ' thence South 40°00' East along said centerline 78.06 feet to a point; thence South 0010' East, 813 .25 feet to a steel pin, the REAL POINT Or BEGINNING. EXCEPT ditch and road rights-of-way. j EXCEPT ditch and road rights-of-way. _ _ �h ti May �♦� �� ^ '` •7. .� rw� 'jam ^�' :� i��L�.•�ti.�T..�'y`-lii= �i4. ,. .r';. :� �•. ��'•' ;�. '�' - "r�• _ '-�� . .� .'�•.• .ems.• :�: a� ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 3 BOIS€IDAHO 12124/08 %08 AM DEPUTY Lisa],,by !!iiI i 1 I II RECORDED-REQUEST OF Bruce Thomas 108136108 Recorded at the request of and After recording,return to: Bruce L.Thomas Hopkins,Roden,Crockett,Hansen&Hoopes PLLC PO Box 2110 Boise,ID 83701-2110 QUITCLAIM DEED Larry L. Christiansen and Dorothea H. Christiansen, husband and wife, Grantor, hereby remises, releases and forever quit claims to Christiansen Family Limited Partnership, Grantee, whose address is 2695 N. Silverleaf Way, Meridian, Idaho .83646, for the sum of Ten Dollars and no/100 ($10,00) and other good and valuable consideration, receipt of which is hereby acknowledged, the real property located in Ada County, Idaho, hereinafter "the Subject Property",and more particularly described on Exhibit A, attached and.incorporated by reference. This conveyance 'shall include any and' all appurtenances, tenements, hereditaments,revisions,remainders, easements, rights-of-way, mineral rights, or water rights, in any way appertaining to the Subject Property,now owned or hereafter acquired. IN WITNESS WHEREOF, the Grantor has executed this instrument this day of December, 2008. L isti Dorothea H. Christi en f CERTIFICATE OF ACKNOWLEDGMENT STATE OF IDAHO ) )ss. County of Ada ) On this day of December, 2008, before the undersigned, a Notary Public, personally appeared Larry L. Christiansen, known or identified to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. 10..ffff.fll.� ob G $ 'TAR F Notary Public for Idaho Residing at Boise pUBw1G My commission expires: "�`� �0��. ,•,,�''Pr;�TE Old CERTIFICATE OF ACKNOWLEDGMENT STATE OF IDAHO ) )ss. County of Ada ) On this 23rtL day of December, 2008, before the undersigned, a Notary Public, personally appeared Dorothea H. Christiansen, known or identified to me to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. OT A it 9 "•, Notary Pu lic for Idaho Residing at.Boise "P + tG i My commission expires: U1B OF l� •'` ,,�ffffff1111�s��',` ' � •' fin. r • 7M A tract of land in Lhe Southeast quarter of the South-- 1 west .quartcr of Section 10, Township 3 North, Range 1 ' West, Boise Meridian, Ada County, Idaho, more particu- larly. described as follows: Commencing at ,the section corner .common to Sections 9, 10, 15. and 16, Township 3 North, Range 1 west, Boise Meridian; thence East along the section line, 2264.09 feet to a point; thence North 0*10' West, 30.00 feet to a steel pin, the REAL POINT OF BI,GINNING; thence West along the NortIl right--of--way line of Highway 30, -366-45 .Feet to a steel ping <.. : . thence North 0'10' West, 813'.25 feet ta a poinE:' 1 on the centerline of a certain canal.; thence South 40°00' East along said centerline 572.39 feet to a point: thence South 0*10' East. 374.77 feet to .a steep pin, the REAL POINT OF BEGINNING. Together with a right-of-way for roadway purposes along and across, the fol lowing' descri.bed property: Commencing at the section corner common to Sections 9, '• 10, 15 and 16, Township 3 North, Range 1 Iles ., Boise 3 Meridian; thence East along the section line, 1; 897.44 feet ` ; P to a point; thence North 0°10' west, to 'a steel pin, the REAL POINT OF BEGINNING; { thence west along the North right--of-way line of Highway 30, 50.0 feet to a Point; thence North 0010, West, B73 .05 feet to a point on the centerline of a certain canal; thence South. 40°00' East along said centerline 78.06 feet to a point; thence South 0*10' Last, 813.25 Feet to a steel pin, the IMAL POINT OF =G71V ING. EXCEPT ditch and road rights--of-way. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) (ndine) (address) (city) (state) being first duly sworn upon,oath,depose and say: 1. That I am the record owner of the property described on the attached, and I grant any permission to: o.Xh u��z Dti elopment moo.- ai�'X Ills ID F364d (name) (address) to submit the accompanying application(s)pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian star to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of -1 .20 (Signature) UBSCRIBED.AND SWORN to before me the day and year first above written. �� lrrrtt PAR tr�� ' ; � r •. ' (Notary Public for Idaho) Sv;; "# w ! r Re sid€ng at: M '; �'U6�°�,'"• My Commission Expires: 7,10% q-rraj€rE i0�,�t Community Development a Planning Division■33 E.Broadway Avenue,Ste,102 Meridian,Idaho 83642 Phone:248-884-553 Fax:208-888-6854 w�w.n�cridi®:�ttc�tti.�ar��Iaran t�� 0��% Ascent Subdivision IandproaATA Vicinity Map w DO r "+ a f Gef s1 Church AIM r Pur em u C z -+ n eD �b - cz Com ass hart Soh of Bla k Cat Cam us Ten Mile Christian Church z ®� � �B� ff AYU•�7. - a 1 T-I arrk rn [ + Franklin — frankIin Rd COFr kl R m [n n � - a ro r H I� 43-35-57.72" N 116°25-54.12" W Mar 24, 2020- IandproDATA.com The materials available at this website are for informational Scale: 1 inch approx 600 feet purposes only and do not constitute a legal document. EXHIBIT Description For R-15 ZONE AND ANNEXATION ASCENT SUBDIVISION A portion of the Southeast 1/4 of the Southwest 1/4 of Section 10, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the S1/4 corner of said Section 10 from which the SW corner of said Section 10 bears North 89'15'34"West, 2640.54 feet; thence along the South boundary line of said Section 10 North 89°15'34" West, 376.47 feet to the REAL POINT OF BEGINNING; thence continuing along said South boundary line North 89"15'34"West, 366.65 feet; thence leaving said South boundary line North 00°34'26" East, 843.25 feet to a point on the approximate centerline of Purdam Stub Drain; thence along said centerline South 39°15'34" East, 572.39 feet; thence leaving said centerline South 00°34'26"West, 404.77 feet to the REAL POINT OF BEGINNING. Containing 5.25 acres, more or less. 7729 a ay 3/7v "26 o 9�0F 10P G.G I � I \ I \ I , IA � S G 9� n I �Ae sJG F p JV O i \ N II �\ J L� N \ o JQ NI \ I , In MI N Z N ' I o I I 5.25 ACRES I � I I�SG I i I 7729 A 3 Nay i�1 � Z0 N �� rF OF GAPY G.0 I � I I i I I S.9 S.10 t a97 44 1/4 SA O '15'34"W 66.65'3 - 376_.a_7'-� W. FRANKLIN ROAD (PUBLIC) _ S.15 N69 N89'15'34"W 2640.54' RPOB BASIS OF BEARING IDAHO EXHIBIT _ DRAWING FOR JOB NO 9-251 R-15 ZONE AND ANNEXATION 1ET SURVEY w.NMea nsr —WET NO. ASCENT SUBDIVISION 1 I�NI G6B51D GROUP, LLC LOMM IN r11E Y 1/4 � TIE SW 1/4 C£SECT°N 10. T.3N., oWC. oA E R.M... &M., I A CWNTY, IDNIO J/24/2020 SJ S. �3 N o c So 7729 OF c9F�GRY G..r, 66 65 n69°15'34"w Ascent Subdivision Annexation and Re-Zone Closure Sheet 3/24/2020 Scale: 1 inch= 95 feet File: Tract 1:5.2523 Acres(228792 Sq.Feet),Closure:n00.0000e 0,00 h. (11999999),Perimete,2187 ft 01 n89.1534w 366.65 02 u00.3426e 843.25 03 s39.1534e 572.39 04 s00.3425w 404.77 Description For ASCENT SUBDIVISION A parcel of land located in the Southeast 1/4 of the Southwest 1/4 of Section 10, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho being more particularly described as follows: Commencing at the S1/4 comer of said Section 10 from which the SW comer of said Section 10 bears North 89'15'34"West, 2640.54 feet; thence along the South boundary line of said Section 10 North 89°15'34"West, 376.47 feet; thence leaving said South boundary line North 00°34'24" East, 33.88 feet to a point on the North right-of-way line of W. Franklin Rd., point also being the REAL POINT OF BEGINNING; thence along said North right-of-way line North 89°15'34"West, 366.65 feet; thence leaving said North right-of-way line North 00°34'26" East, 809.37 feet to a point on the approximate centerline of Purdam Stub Drain; thence along said approximate centerline South 39'15'34" East, 572.39 feet; thence leaving said approximate centerline South 00°34'26"West, 370.89 feet to the REAL POINT OF BEGINNING. Containing 4.97 acres, more or less. �D v 0�'PLc� 7729 P 4�CF 10AA`' G.0 Re: Ascent Subdivision Name Reservation From: Matt Schultz (schultzdevelopment@yahoo.com) To: subnamemail@adacounty.id.gov Cc: gcarter@idahosurvey.com Date: Friday, August 23, 2019, 05:23 PM MDT thank you Matt Schultz (208) 880-1695 On Fri, Aug 23, 2019 at 5:01 PM, Sub Name Mail <subnamemail@adacounty.id.gov> wrote: August 23, 2019 Greg Carter, Idaho Survey Group Matt Schultz, Schultz Development RE: Subdivision Name Reservation: ASCENT SUBDIVISION At your request, I will reserve the name Ascent Subdivision for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re- used by someone else. Sincerely, Jerry L. Hastings, PLS 5359 County Surveyor Deputy Clerk Recorder Ada County Development Services 200 W. Front St., Boise, ID 83702 (208) 287-7912 office (208) 287-7909 fax E-mail:jhastings@adacounty.id.gov From: Matt Schultz [mailto:schultzdevelopment@yahoo.com] Sent: Wednesday,August 21, 2019 9:42 PM To: Sub Name Mail Subject: Ascent Subdivision Please reserve the name Ascent Apartments Subdivision for the 4.967 acres on the north side of Franklin between Ten Mile and Black Cat in Meridian. S1210346905 currently owned by Christiansen Family Limited Partnership Greg Carter is the PLS thanks! Matt Schultz Schultz Development LLC (208) 880-1695 RE: Ascent Subdivision TIA requirement From: Mindy Wallace (mwallace@achdidaho.org) To: schultzdevelopment@yahoo.com Cc: amiller@achdidaho.org; bparsons@meridiancity.org Date: Wednesday, March 25, 2020, 07:34 AM MDT Matt, A traffic impact study is not required for this project. However, I am concerned about parking. Parking in alleys is prohibited per ACHD policy leaving very little area of on-street parking for residents and guest. You may want to consider some guest parking lots. Mindy Mindy Wallace, AICP Planning Review Supervisor Ada County Highway District 208-387-6178 ACHD Development Services is open for business at our new location at 1301 N. Orchard Street, Suite 200 in the CSC building. Parking and building entrance are located on west side of building. ENGINEERING P . C . Civil Engineering * Project Management DATE: October 7, 2019 TO: City of Meridian 33 E. Broadway Ave Meridian, ID 83642 RE: Ascent Subdivision To whom it may concern: Based on a geotechnical report and experience with various projects in this immediate area, groundwater is at least 3 feet below existing ground elevation. All streets will be designed so that the centerline of the street is at least 3 feet above seasonal groundwater. Respectfully submitted, AfO�7�o cy�tF pF Chad S. Kinkela, P.E. CK Engineering, P.C. CK Engineering 13oo E.State St Suite 102 Eagle,ID 83616 208.869.0590 mobile chad@ck-engineers.com Lo 00 \ Ln PRELIMINARY PLAT SHOWING N \ \ N P/L P�L \ 0 50' 100' 20'-C" \ ASCENT SUBDIVISION � Eo 2 8'-0" 8'-0" 2 ` \ SCALE 1" = 50' O cU� 20.00' \\ A PARCEL OF LAND BEING LOCATED IN THE SE s o z 3' 6°- -°°° \\ \\ 1 /4 OF THE SW 1 /4 OF SECTION 10, S�OPFgX CUT 2' 1' MPX SLOPE 2.00% SLOPE 2.00% 1 PE \Sao \ T. 3N . , R . 1 W. , B . M . , ADA COUNTY, IDAHO Q W F'`` CUT MARCH 2020 Lu S� 14" - PIT RUN 4" - 3/4" MINUS 1 FT RIBBON CURB I W STANDARD ROLLED CURB & GUTTER CRUSHED GRAVEL d� \ W PINE AVE �11 - t.J \ \\ \ .PER ISPWC AND ACHD \ PURDAM STUB SUPPLEMENTAL DRAWING SD-702 2-1/2" ASPHALT PAVEMENT O \ DRAIN 20 FT PUBLIC ALLEY/PRIVATE DRIVE SECTION BLOCK 1 I \\ \ \\ DRAIN RELOCATION NTS \ U \ \ \ PROJECT LOCATION z CD CD W FRANKLIN ST C� c� w 31, EASEMENT ROW 37,_0„ ROW EASEMENT - 10 9 sr, \ 33'-0" O \\ F \ STORM DRAIN FACILITY LLI 2'-0"y{ 16'-6" 16'-6" I► 2'_0" I m O \ `?i��. \ O Q 1 s —0 8 —0 1 I � 1 \\ — - � LL 14'-6" 14'-6" w V. LLI PRIVATE DRIVE \ � 2'-0" 5'-0 j �' 6 BLOCK 1 a SAC MqX CU 2'_0" 1 MPX C� COMMON LOT \ Y .., z m PF T �'• O \�-- SLOPE 2.00% SLOPE 2.00% U W g co 3 1 tijq I 7 \ cn SHOP Fl(� X CUT I w \ \ \\ PURDAM STUB Q 4" - 3/4" MINUS 2 1/2' ASPHALT I , DRAIN CRUSHED GRAVEL PAVEMENT W PER�UGIA ST \\ W \ CD STANDARD ROLLED CURB & GUTTER 14" PIT RUN g ��O ,o� - \ STORM DRAIN FACILITY PER ISPWC AND ACHD �0 �O SUPPLEMENTAL DRAWING SD-702 CONCRETE SIDEWALK PER ISPWC AND ACHD SUPPLEMENTAL DRAWING m 6 1-84 SD-709 O O 2$ 1 \ SR \ 00 I 00, TYPICAL 37FT ROW SECTION - NTS - BLOCK 3 O 1 (LOCK 4 O \ \\ Mf I \ o � � 1 w , �1 1 4 \\ VICINITY MAP O 1 NOT TO SCALE OACHD SIDEWALK O \ (m EASEMENT `\ \ ACHD SIDEWALK I \ ROW 47'-0„ ROW i ( EASEMENT O1 I O 2 \\ Q Fh 1 D. \ PRELIMINARY DEVELOPMENT FEATURES 33'-0" I I 01 I 1 11 20.0 ' 7 I 7.0 1 O 16.00' \\ TOTAL ACRES.............................................. 4.97 AC 5'-0" 16'-6" 16'-6" 5'_p" 2 FT FLAT LANDING 11 1 \ TOTAL LOTS................................................. 57 2 FT FLAT LANDING BEHIND SIDEWALK I 16. 0' 3 \ COMMON AND OPEN SPACE LOTS.............. 12 BEHIND SIDEWALK ' O \ BUILDABLE LOTS.......................................... 43 14'-6" 14'-6" I \ \ TEMPORARY ACCESS LOT............................ 1 Q 0' \ COMMON DRIVE LOT.................................... 1 3 MqX MPX CO 1 \ AVERAGE BLDG. LOT SIZE........................... 2,572 SF SLOP T w 9 I O \ DENSITY.................. / SRO ...................................... 8.65 UNITS ACRE F SLOPE 2.00% SLOPE 2.00% -� \ PROPOSED ZONING...................................... R-15 5;1 MPX FU�� F4C MqX CUT + , 10 LJ- 2.5" ASPHALT 14" OF 6" CONCRETE SIDEWALK PER ! I � BLOCK 3 1 0 1 LOCK 4 S �R PG 58-28 MINUS PIT RUN ISPWC AND ACHD m 11 m 1 11 m �� I� EL EXTEND BASE MATERIALS SUPPLEMENTAL SD-709 m N rn 6" BEHIND CURB (TYP) (TYP) o' 4" OF 3/4" MINUS STANDARD ROLLED CURB & GUTTER 12 Z 12 IM NOTES CRUSHED GRAVEL PER ISPWC & ACHD SUPPLEMENTAL DRAWING SD-702 _ N 47' TYPICAL ROW SECTION 1 $oo' 13 10 13 0 N 1. MERIDIAN CITY WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. - NTS - d'O R�a� M 2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET w 1 14 1 14 R p LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN 10 (TEN) FEET ADJANCENT TO �800, N ANY PUBLIC STREET, EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 3 (THREE) FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT N " I LINE NOT ADJACENT TO A PUBLIC STREET. z o - o oCD CD - W ASCENT ST 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE w rn o s STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING a' PERMIT. LLB N M o PAL 37'-C" P�L �O I 4. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO THE SITE FROM z <n o `� mLLJ 100 EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. THE SUBDIVISION WILL BE w - 0O o �25'-0" c�� 5O SUBJECT TO ASSESSMENTS OF THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. � � J oN N � Z `L Q c~n 1 7 0 5. STORM DRAINAGE SHALL BE COLLECTED AND TREATED ON SITE BEFORE 1 FT FLAT LANDING DISCHARGING TO THE PURDEM GULCH DRAIN AT PREDEVELOPMENT DISCHARGE RATE. LLB '1' o x 1 FT FLAT LANDING 5'-0" 12'-6 112'-6" 5'-0" BEHIND SIDEWALK I o STORM DRAIN SYSTEM TO BE REVIEWED AND APPROVED BY NAMPA MERIDIAN IRRIGATION BEHIND SIDEWALK BLOCK 6 DISTRICT AND THE CITY OF MERIDIAN. V m o 12'-0" 12'-0" BLOCK 6 m o EXISTING 5 14 13 12 11 10 9 8 7 6 O5 O4 3 2 O 6. LOT 9, BLOCK 6 IS DESIGNATED AS A TEMPORARY ACCESS LOTS. LOT 9, BLOCK z 3.� MqX MPX SIDE K 2 _ 6 WILL BE HAVE BOLLARDS INSTALLED IN THE PAVEMENT AND WILL BE CONVERTED TO v w S�OPF SLOPE TO BE S TO N S\�P� PEDESTRIAN AND FIRE ACCESS-ONLY ONCE THE PROPERTY TO THE NORTH (NEWKIRK, o LLJ o o :. •. GLENN FAMILY TRUST) DEVELOPS. ;1 MPX FUG FCC MqX CUT - - - - - - - SFT - 10 - - - - 8 - - SIDEWA K 89'15'34"W 366.65' s\o NA L F 2.5" ASPHALT 14" OF 6" CONCRETE SIDEWALK PER -2553_ 2553 5 PG 58-28 MINUS PIT RUN ISPWC AND ACHD \ NO'34'24"E-W ��, `,1STE G1/ EXTEND BASE MATERIALS 1897.44' EXISTINGI �� 33.88' 6" BEHIND CURB (TYP) (TYPjLEMENTAL SD-709 — - EXISTING 10' WIDE _ ANDGLITTERRB o - N89'15'34"W 366.65 - _ - _ EXISTING URB 4" OF 3/4' MINUS STANDARD VERTICAL CURB AND NO PLANTER STRIP AND z554 �O �� AND GUTTER PLANNER ENGINEER OWNER / DEVELOPER SURVEYOR CRUSHED GRAVEL GUTTER PER ISPWC & ACHD BARROW niTru - I- _ - - - / / EXISTING 10' WIDE _ 03 24 20 SUPPLEMENTAL DRAWING SD-701A W FRANKLIN ROAD 2555 PLANTER STRIP AND SCHULTZ DEVELOPMENT CK-ENGINEERING T&M HOLDINGS LLC sTq P�0 O SS 2554� _BARROW DITCH IDAHO SURVEY GROUP TE OF �� Q TEMPORARY ENTRANCE SECTION (NO PARKING EITHER SIDE) -ss o SS— MATT SCHULTZ CHAD KINKELA, P.E. DOUG McMASTER GREG CARTER, P.L.S. y�oS. KIN�� - NTS - P.O. BOX 1115 1300 E. STATE ST. P.O. BOX 2640 1450 E. WATERTOWER ST. MERIDIAN, IDAHO 83680 SUITE 102 EAGLE, ID 83616 SUITE 130 208-880-1695 EAGLE, ID 83616 208-941-5709 MERIDIAN, ID 83642 SHEET 208-846-8570 208-639-1992 c 1 ■ O S89'15'34"E 2640.54' / 00 I \ Ln \ \ PRELIMINARY PLAT SHOWING N PRELIMINARY DEVELOPMENT FEATURES \ \\ N WROUGHTON ELLIS M & K M TRUST 4260 W \ TOTAL ACRES.............................................. 4.97 AC FRANKLIN RD \ � E TOTAL LOTS................................................. 57 I MERIDIAN ASCENT SUBDIVISION ID 83642 \ COMMON AND OPEN SPACE LOTS.............. 12 PARCEL # S1210346740 \ \ BUILDABLE LOTS.......................................... 43 \ \ TEMPORARY ACCESS LOT............................ 1 C) \ \ A PARCEL OF LAND BEING LOCATED IN THE SE COMMON DRIVE LOT.................................... 1 00 20.00' `V �\ \ S AVERAGE BLDG. LOT SIZE........................... 2,572 SF z \ \ 1 /4 OF THE SW 1 /4 OF SECTION 10, DENSITY........................................................ 8.65 UNITS/ACRE o \ \ \ PROPOSED ZONING...................................... R-15 \ T. 3 N . , R . 1 W. , B . M . , A D A COUNTY, IDAHO TOTAL OPEN SPACE..................................... 48,373 SF (22.34%) W MARCH 2020 0 50' 100' Z \ IIr \ \\ \\ NEWKIRK GLENN FAMILY TRUST SCALE 1 = 50 NOTES Q O \ 4250 W FRANKLIN RD \ \\ \ MERIDIAN , ID 83642 J I^ BLOCK 1 \ \ PARCEL # S1210346801 1. MERIDIAN CITY WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. J \ \ \ 2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET MGB INVESTMENTS LLC W LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN 10 (TEN) FEET ADJANCENT TO U FRANKLIN RD 7272 SF \ \ f \ ANY PUBLIC STREET, EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 3 (THREE) MERIDIAN , ID 83642 \ d'- \ FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT n PARCEL # S1210346730 I �� \ \ LINE NOT ADJACENT TO A PUBLIC STREET. 7V 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z O O 30.0' STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING 0 ' 20.0' 0 4806 SF \ \ \\ PERMIT. 115.6' \ I 4. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO THE SITE FROM - \s' \ EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. THE SUBDIVISION WILL BE Q 10 O 2477 SIF O 20.4' A� \\ SUBJECT TO ASSESSMENTS OF THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. w I 95.1' \Sj \ I 5. STORM DRAINAGE SHALL BE COLLECTED AND TREATED ON SITE BEFORE DISCHARGING TO THE PURDEM GULCH DRAIN AT PREDEVELOPMENT DISCHARGE RATE. iv o o 2005 SF 5 � \ STORM DRAIN SYSTEM TO BE REVIEWED AND APPROVED BY NAMPA MERIDIAN IRRIGATION O Q 1 \ I DISTRICT AND THE CITY OF MERIDIAN. 95.1' v �, OLL PRIVATE DRIVE - (D 2197 SIF O ��Q \\ \\ 6. LOT 9, BLOCK 6 IS DESIGNATED AS A TEMPORARY ACCESS LOTS. LOT 9, BLOCK W COMMON LOT 00 N 6 N BLOCK 1 �" \ I 6 WILL BE HAVE BOLLARDS INSTALLED IN THE PAVEMENT AND WILL BE CONVERTED TO m 04 O -f- PEDESTRIAN AND FIRE ACCESS-ONLY ONCE THE PROPERTY TO THE NORTH (NEWKIRK,co W W � 8 \ rn 2458 SF O \ �\\ \ GLENN FAMILY TRUST) DEVELOPS. ~ 00 I `' 7183 SFrD \ \ a Y 00 190.0, \ 6.1' \ \ Q MGB INVESTMENTS LLC I z N I 39.0' \ 4380 W FRANKLIN RD n MERIDIAN ID 83642 BALDWIN, HARLIN C J3: W PERUGIA ST \ PLANNER ENGINEER PARCEL # S1210346603 124 N FRITTS LN cD o I \\ MERIDIAN , ID 83642 y on F, LJ PARCEL # S1210346720 Y I a \ \\\ \ w d- M , 6$ 63.9' �¢ �5 58.7' �9 \ \ SCHULTZ DEVELOPMENT CK-ENGINEERING z ai '�- 1 587 SF 1 S" 1 560 SF 1 \ \� ass_ \\ MATT SCHULTZ CHAD KINKELA, P.E. 88.8' P.O. BOX 1115 \ 1300 E. STATE ST. , N 2546 SF O2 MERIDIAN 2 , IDAHO 83680 (ol N 2518 SF \s� \\ SUITE 102 208-880-1695 cV 989'BLOCK 3 • - BLOCK 4 \O 98.7' O � \ \ EAGLE, ID 81111 MI N 2085 sF 3 N N 2082 SF N \ �\ f \\ 208-639-1992 1 98.8' 98.8' \k \ \ \ N 2281 SF O N N 2282 SF O M \ 04 jl 2373 SIF 5 4 4 98.9 5 4 \\ \\ I OWNER / DEVELOPER SURVEYOR O N N 2377 SF BLOCK 5 im N \ \ I 987 6 cl C�l 989 6 o O \\ \\� \\ I \ T&M HOLDINGS LLC IDAHO SURVEY GROUP Q N 2569 SF O 0 N 2577 SF O N _ \ \ DOUG McMASTER \ P.O. BOX 2640 GREG CARTER, P.L.S. 98 6, N I 1450 E. WATERTOWER ST. EL N 2079 SF 99.0 O 7961 SF N f \ EAGLE, ID 83616 SUITE 130 O N N 2088 sF N P \ \ 208-941-5709 �I I \ \ MERIDIAN, ID 83642 O N 98.6' 99.1' :--_ \ \ I 208-846-8570 N 2275 SF O N N 2288 SF O N 36.0' 41.0' \\ \ \ Q �I 0 98.5' cD 99.1, o L \ O O a 3198 SF 4298 SFa 2384 S N L" \\ \ Ico N m 98.4' 99.2' m 00 O 4 \\ \ 0 00 O r o N N 2562 SIF 10 N ,, 2584 SF 10 '.6 :z M r- � I N J 00 z z Q ro Li z o Y Y BLOCK 3 98.4' Y BLOCK 4 99.3' °_° z N N EL 2073 SF 11 N 2094 SF 11 �, QNo w a 98.3' a 99.3' 36.9 p \ a =CD ' N 2267 SF 12 04Z N 2294 SF 0 ENI M w 98.2' CD99.4' m o 2359 SF 13 N N 2375 SF 13 oN N 5.0 97.7' 14 94.5' 1782 SF 0 _& 1746 SF 14 Li.01 N o Q CD N o m 58.2' 58.5' I Y o N a-�� Lo z o I I ECHAVARRIA, ANDREW a N w rn 4110 W FRANKLIN RD Cc � rn W ASCENT ST I MERIDIAN , ID 83642 (D<zz 1 � N o PARCEL # S1210347003 W wi m J z F, W pp Q 39.3' 25,1' 25.1 29.0' s 56.0' �1 29.0' 25.1 25.1' 27.0' 27.0' 27.3 iv 0 Li a Z w o °I o 00 UJ V) Lo c N � U- U- ^I w 0 N (/� (/1 V7 (n V7 N Q J N N W % O O N n = N N W CD w O� I� n n ^ n ^ coQO u W = () U O X N r7 O N O N O N O M O CV O N O CD ON O N O N O N r7 I d U CD C� CDco co co co co 00 � O m BLOCK 6 BLOCK 6 V m o 14 13 12 11 10co O 8 O O O O O O O I I ` j z w 39.0 25.1' 25.1' 29.0' 29.0' 25.1' 25.1' 27 Q w .0' 27.0' 27.1' 31.7' = Q - o v o LL_ o li 2661 SF 127.7' 10 553 37.0' 3777 SF 8 0 202.0' TOID �s\o NA L F,y N89°15 34"W 366.65' �� s r E 2553 2553 NO'34'24"E S.9 S.10 I 33.88' 1897.44 _ _ - I N89°15'34"W 366.65 S.16 S.15 55 376.45' 412 I - - - - - - - - - - - - - - - I- - _ - - _ _ 03/24/20 2555 STa T �P 2554 W FRANKLIN ROAD C1 E O F �o Px\y�0 S. KIN`�� SHEET cl . 1 LO 00 Ln i N 00 v� l i II O 1 o I • II z 0 0 O O� I � O O O (S O O O O O O N rn to � Q W �/� 0 30' 60'W co1 I c� W 11 I I I I O N co j Z • Ln d l CA w / SCALE 1" = 30' J I i r n t1 1 I I I I I I t—J I /� � II • I O o /U) o i li i iIi i � I J / 0+'00 I I 11 I I I � 1 1 r r 1+0 — I — 2+00 — 3+001 N CARISBROOKE AVE 4+00 11 to + — I — — 5+00 5+2 .78 CD ,/__-- Ln / V Ln z O CD 1 I I i �I � II •••/ II 1\� II I / // // i'i i rr nn V �, MO ell LU I I i / / i /i II O 0 0 0 0 O O O O O O O O ,,,,',,-%;-A20 /iiii� w O LL-1";e; LL CID / � //ge, i� II it / 1 el W W � � LW O CD O n n CARISBROOKE PROFILE m 0+00 1 +00 2+00 3+00 4+00 5+00 5+30 2560 2560 U � M N n C? r'7� +N CD m 2555 CD 2555 +N \ m 00 CD U CD 1.3710.1 rn CDFINISHED GRADE Y N� fv^ U 04 — — m O N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -0.40% rn a - - - - - - - - - - - - - - - - - - - W 2550 - - - - - - - - - - - - - - - - - - - - - 2550 W � � cn I Cn z EXISTING GRADE Q w C14 I-o o N Q �J J w W O () U O M = CD O � m S V m L1J o z � Q w L�J = Q 2545 2545 � U C:) `L- 0+00 1 +00 2+00 3+00 4+00 5+00 5+30 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 0 w o CD LO it 2551 — ------------ \ ^�� + 0 \ 00 II 10 10 i O \\ LO LO 11 11 � E � N o BLOCK 3 BLOCK 4 S z I 12 12 00 0 I w > LLJ _ I OWNER: MARK N. HALL I— — I 1' 0 30' 60' w 13 c° I II 13 N I SCALE 1 30" = ' J I � r n IIF O V 14 14 CD + Q I � I "' J I I ii J OWNER: ANDREW ECHAVARRIA U I W ASCENT ST 1+00 2+100 LLJ \ \ 1 I I Z 0 O I \I I IQ V > Q I I fJ'--- m w / \ LL 14 13 12 11 a O8 O O O O4 0 2O O \\ 1 m Z � Iw W BLOCK 6 BL CK 6 BLOCK 6 W ` o U � ---- ----- -- `---- I I ,co - - - - - - 10 - -- - - -- - - - \ / - - ------------- — —— _— - - ---——————-- . �5'3�"P1r66.65' — -- — . , • . ,• . , . T=7 Id P d, • , • A . — . . A A.• - • -------------, a , --� yi--- _ --------------------- _ _ .. a a a W —� .---------------------------------------- / • d • ——— — W — --------- ----------------------- � �---------------- -- ----------------- -- — ---- _—N 34'724"E_ --- ---------- — W W_ -------------- — — — -- -226A QSI' — — — — — — — — --- — — — — 376.45' - ------------r-------- W. FRANKLIN ROAD (PUBLIC) ------------- W O W n ASCENT-ALLEY PROFILE 0+00 1 +00 2+00 3+00 Q 2560 2560 Q o� 2555 �� 2555 N +Lo O O N � O O m m +LO O M �' FINISHED GRADE `v o,n o �m (D M N Y m m -0.40% -0.40%--------- � L IN _0.40% w rn � r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — Cc LE UJ UJI -� M 2550 1I 7 EXISTING GRADE 2550 z W _ _ w t^ Lil ON ON J (n Q N CD Lj � Z Y O O H w W (Cn U O n CD M m 0 V m � w in Z Y � LLJ = Q W I__ J 2545 2545 0+00 1+00 2+00 3+00 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 1 LO 00 Ln I N \ 9 1 I II C) C) � I o 1 / I _ _ _ _ � ,�i/ // // ,/iiiiiii / II I � � �/ O O O O O � O O O O O O O O // / //� /� i////,� Q W 0 30' 60' W SCALE 1" = 30' J z rri z3+00 4+00 WEST ALLEY 5+00 z6 i7 z r , 1 77 �// -ri CD z CD III I I I j \ W /i i/' / // i/ /'/// //' / III I I II \ r ,/iii i i i,�ii/,,/i — 1I // / / V CT 0 CID Cn 1 WW �\ I SO`34'26"W 370.89' 1 I I I L/ W W LW O n ASCENT-ALLEY PROFILE C 3+00 4+00 5+00 6+00 6+23 W 2560 2560 Q 2555 2555 O M O O� +Lr) U MN r^ 0% m O V N U) N C) EXISTING GRADE ,p N m CD UJcn I 3 J W00 '""0M N � N U 2550 \ 2550 t^ t Lil� ON U (n FINISHED GRADE O m S \ v m i \ z L�j Q w ow� = Q — o U o = o 2545 2545 Plans Are Accepted For Public 3+00 4+00 5+00 6+00 6+23 Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE ADA COUNTY HIGHWAY DISTRICT SHEET C3 . 2 LO 00 Ln i N ri It O / I — — � .-- - - - - - _--- - - -- -- - - - —— - - - - --- — — — — — — — — — — — — - 00 I. --- z I 803 / ---- � O 2�03 2:103 �103 8D3 Cn _ /N ' i' I N. ZIMMERMAN LANE ,' 2I03 2�03 2�03 > N �i' ,// I (PRIVATE) �'� LLJ 0 30' 60' � ' /�,'� EGR EGR EGR Ems= __-- EGR EGR EGR EGR Z If/ IF i EGR '----- I � � - - J It j I Ii I OP SCALE 1" - 30' I I — --- — _ �P — NO°34'26"E 809.37' — ______TO - - ---- ------- / BLOCK 2 — '� i I i II O8-- / / ' 789.37' ---- �.0 J I I j I I IC-0 dEl 0400 1+00 / EAST ALLEY n O — �— — — — i — 2+I00 — — 3+I00 _ 3+56.78 o J U z O O � I ; I � ; o l I 1► I I � > � M W O n I m 1 � 0 0 0 0 @1 O O O O O O O O n � � co Oo V C� Cr � W N 11 11 I I j I I I I M ,�/ O U J CD I I I II 1 CO � rrr j I II N O6 (nn W II III I I N O 7� I / M 3 II i W II III it I , I W ' I , / Q I I �• I W it W CD Q n ALLEY PROFILE 0+00 1 +00 2+00 3+00 3+57 2560 2560 W Q n o� 2555 cA 2555 +N O m O 003 � FINISHED GRADE N m m Q N ------------ -0.42% z N — — — — — — — — — — Cc a - - - - - - - - - - - - - - - - - - - - - - - - - W 2550 - - - - - - - - - - - - - - — — — — — — — — 2550 W cn o I00 z EXISTING GRADE a- J LCD oN N =1PCD(n CD W Y O w WCD () U O M O CD a- M m S V m W o z � Q w L�J Q r o = o U o LL- o 2545 2545 0+00 1 +00 2+00 3+00 3+57 Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 . 3 LO 00 OWNER: GLENN NEWKIRK FAMILY TRUST N LLI E 00 0 LLJ O I , ` ♦,`\`� `,,,,,,♦ I 6 BLOCK 1 `� ,\, �� \ ,`�„\��, \ �� \ SCALE 1" = 30' J LLI i J z o 0�00 W PERUGIlI+�O \ `,\,\��\\ ,\\� ��,'�' \ CD \ � 0 LU OLLI BLOCK 3 BLOCK 4 w O2 �\,\�,` \ LU O LLJ M C14 �I I BLOCK 5 ,\�,��`�`�� W L� Q O C� n-� PERUGIA PROFILE 0+00 1 +00 2+00 2+78 00 CD CD n 00o N LQ� p N O+N I O Lr)3a 6 O U U ±N n � FINISHED GRADE m +CD N N Cl M -0.40% 41 - .40% — — — — — — — — — — — — — — — — % 2550 - - - - - - - - - - - - - - - - - - _-0.40% - - - 2550 N m v O v=i EXISTING GRADE LLJ a w - °O t^ Lil ON N U N �Jv Q L N N n Z Y � O w W () U O M 2545 2545 o m CD 0+00 1+00 2+00 2+78 V mo z w Q w L o = Q o c� o L- o Plans Are Accepted For Public Street Construction By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District policies and standards. Variances or waivers must be specifically and previously approved by the District in writing. Acceptance of the improvement plans by the District does not relieve the Registered Engineer of these responsibilities. BY DATE SHEET ADA COUNTY HIGHWAY DISTRICT C3 .4 LO 00 \ \ LID p `\ CV CY) O o LLJ \ \ \\ 0 50' 100' w � SCALE 1" = 50' I BLOCK 1 \\ 0 \ \\ Q Z O O � o 10 s \ + \ - - - - I M 0 O c- Q ILL O BLOCK 1 \\\ `\\ W I J 8 `�� \ \ m L� W W o' w \\ \ Q I \\ W W LINE A S PERUGIA \ \ I x 1 I I \ O BLOCK Q 2 BLOCK 4 J I \ I BLOC 2 \\ \ Q w I 0 0 0 \ \ c I m Uj wl \ � w I \ I BLOCK 5 10 10 O ( LI—I I 11 11 I � 12 BLOCK 12 I (� O BLOCK 4 I 13 13 w I 14 z I 14 J Y M ♦^ i MCn V N m LINE CS ASCENT LINE B Z N S I w rn I N I I I J U awo Cn 14 13 12 11 l0 9 8 7 6 5 4 3 2 1 z New ¢ w O O O O O O O O O O O Ww � C v � oIM BLOCK B C BLOCK 61 V o m o CD 0 E IDIAN - APPROVED FOR z CONSTRUCTION Q w W w � = Q J (Y - - - - - - 8 - - - - o 0 o LL o These plans and/or specifications have been reviewed for —W W _ _ compliance with Meridian City Standards and Specifcations. W- This review does not relieve the owner, engineer, or contractor — — — — — — of the responsibility to design and/or construct those facilities — I — — — — — — — — — — — — — in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains — the right to enforce. Inconsistencies not noted by City staff shall SS SS o SS not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. SHEET Name Date C4 . 0 LO 00 - 2�03 2�03 2�03 2�03 Ln N I N. ZIMMERMAN LANE 2�03 803 r (PRIVATE) -EG' --r-EGR EGR EGR EGR EGR EGR SSMH 9 `� I EGR STA: 1+38.05 i U� 1 0 I k-4-4 OP- np-� np np NO°34'26"E 809.37' C II Og BLOCK 2 789.37' + I W Z 0 o I I i C) M M- ~ +7 LINE D c° LLJ I 0 30' 60' �I s s W SSMH 2 Z J- - I I 3 STA: 5+94.88 - - - - _ � I SCALE 1 = 30, J - - - -I- - - - - I O cNn I W I I I I Q O Q 0 0 0 0 0 0 0 0 6 0 0 0 0 N 0 6 0 m Z CG 00 V Q> Cl't � Crl N V 01 C11 Im N I I co W Uj z O O O rn NI - 3 (D _ 0 I I w w p) w w V00 / z_ N I J J Q N Ial STA: 0+39 53 O STA: 1+22.55 mow// M LINE A S 1+00 LINE A W 2+�00 3+ISO 4+00 LINE A O O Q I s- s s s c� - r - - - - - - N CARISBROOKE AVE _ _ _ SSMH 3 0 SSMH 0+00.00 6 I W - STA: 4+79.33 w STA: M M M M M • I I O // m O / � W I 00 Qp 3 D I I J G0- O o .n I I N 0 zl O O O O O O O 0 0 O O 0 0 6 I I / / co Gxlkl- /i SEWER LINE A PROFILE W Q I 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+21 1 W 0 - - - - - - - -FINISHED S-HE D-GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - -2550 C� � EXISTING GRADE 8" WATER MAIN 8" WATER MAIN 2545 2545 0 24.01 LF 8" SEWER @ 0.42% N m 35.53 LF 8" SEWER @ 0.42% 4 z o N 111.55 LF 8" SEWER @ 0.40% W 352.78 LF 8" SEWER ® 0.40 LUN rn 79.03 LF 8" SEWER 0.4 % 4 48"0 SSMH 2 Z N oo w 2540 48"0 SSMH 5+94.88 SEWER LINE A-SW 2540 U a w o N Q 4+79.33 SEWER LINE A-SWR z ci, c' w Y of w RIM 2550.5 8" IN 2542.33-W w C) " IN 2542.33-N U v o � a = 8" IN 2541. 8-W 8 o a 48"0 SSMH 4 8" OUT 254 .68-S 8" OUT 2542.23-E CD m E48COSSMH 1+22.55 SEWER LINE A-SWR 48"0 SSMH 6 39.53 SEWER LINE A-SWR RIM 2551.8t 0+00.00 SEWER LINE A-S�I m � o RIM .00 S t 2553.0t 8" IN 2540.26-N CAW " APPROVED FOR z RI IN 2539.59-NW 8" IN 2539.84-N 8" IN 2540.26-E IDAHO E I I N.- 8" OUT 2539.49-S 8 OUT 2539.74-SE 8" IN 2540.26-W o v o o 8" OUT 2540.16-S CONSTRUCTION Q w � w These plans and/or specifications have been reviewed for 2535 2535 compliance with Meridian City Standards and Specifcations. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 2530 2530 SHEET 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+21 Name Date C4 . 1 LO 11 N 11 00 ' LO I I N BLOCK 3 I CV 12 BLOCK 4 I � 12 W E C� — —CD 6 w b OOWNER: MARK N. HALL I O I 00 � I 13 S �O � F 14 14 �0 0 30' 60' Q �W I I I z I I - SSMH 9 SCALE 1" = 30' rrJnn STA: 1+38.05 n V M M M M OWNER: ANDREW ECHAVARRIA Of Q w J 1+ S 0 0 S 1+00 1+00 S 1+ 12 J � � I Q I � ., SSMH 4 JLU O STA: 1+22.55 STA:H 1$85.12 I v m 3 z O O CD U-) = 0 o 0 0 � I 14 13 12 11 10 9 O O O O O O O O I W c� w � wo BLOCK 6 BL C 6 BLOCK 6 I O Q � SSMH 5 m STA: 0+39.53 I I I W W �I U _ - - - - - - - - - - - - - - - - a - , : ♦ • d • •d • A d ♦ \� . \ •. d •• d d♦ • • .A. d W W — —SSMH 6 a d STA: 0+00.00 vv I — — — — — — — — — — — — — — — — — — — — — — — — W. FRANKLIN ROAD (PUBLIC) SS— �SS o SS SS 0 U SEWER LINE C PROFILE SEWER LINE B PROFILE 1 +38 1 +00 0+00 0+00 1 +00 1 +85 m O FINISHED GRADE W FINISHED GRADE C — — — — — — — — — — — — — — — — — — — — — — — — — EXISTING GRADE W 2550 2550 Q EXISTING GRADE 2550 2550 W C� 8" WATER MAIN 8" WATER MAIN 25415 2545 254 15 2545 0 �•w■ U V T N m Q N N FL ~ cn10 N N � I = w W 0 Q U N 4.05 LF 8" SEWER ® 0.41� 181.12 LF 8" SEWE © 0.41% Q — N cn a 2540 2540 (~ -_ W c0 Q w 48"� SSMH 9 2540 48 540 0 SSMH 8 iz w �J o (n U o o 1+38.05 SEWER LINE C SWR 48"� SSMH 4 1+85.12 SEWER LINE B-SWR CD M RIM 2552.4t RIM 2551.1 t C° 1+22.55 SEWER LINE A SWR 48"0 SSMH 4 V 8" OUT 2540.81-E RIM 2551.8t 1+22.55 SEWER LINE A-SWR 8" OUT 2541.00-W RIM 2551.8t i� m � / 8" IN 2540.26-N E IDIAN_ APPROVED FOR 8" IN 2540.26-E 8" IN 2540.26-N I D A H O Q w L 8" IN 2540.26-W 8" IN 2540.26-E CONSTRUCTION � = Q J v 8" OUT 2540.16-S 8" IN 2540.26-W 8" OUT 2540.16-S These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifcations. 2535 2535 2535 2535 This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 2530 2530 2530 2530 SHEET 1 +38 1 +00 0+00 Name Date 0+00 1 +00 1 +85Z�_- j C4 . 2 LO 00 Ln 2103 2�C3 2iO3 2�03 � � N EGR EGR EGR EGR cn C'7 O O 00 -NO°34'26"E 809.37' 1771 1z 789.37' G �- — O O Cn LLJ M M 0 30' 60' � LU T0 0 S 1+0 cn 1+ 4 O 7 SSMH 2 SSMH 7 SCALE 1" = 30' LJ STA: 5+94.88 STA: 1+48.41 V 0 J J / Q O O — I O O O O O _0 co z G.q j z o 0 0 w � W m / O s LL SSMH 3 ;)K / STA: 4+79.33 / °y // / w M /// m W W / / U / ellQ W SEWER LINE D PROFILE 0+00 1 +00 1 +48 W CD n FINISHED GRADE W W Q 2550 - - - - - - - - - - _ — _ 2550 EXISTING GRADE g" WATER MAIN 254 545 41 �F g„ SEWER ® 1.85% m 144. 48"0 SSMH 7 Z N r 1+48.41 SEWER LINE D-SWR w rn RIM 2551.5t a' � rn o 8" OUT 2545.00-S `n � W � 00 � po U' o Z 48"0 SSMH 2 Q 4J C 4 oN N 2540 5+94.88 SEWER LINE A-SWR 2540 z N CDw ¢ Uj � Z � 00 RIM 2550.8± oCQ 8" IN 2542.33-W o a 8" IN 2542.33-N m 8" OUT 2542.23-E V m o i (�/-W IDIAN - APPROVED FOR zLi IDAHO Q W W Li CONSTRUCTION � = Q J o � oLL_ o These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifcations. 2535 2535 This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. 2530 2530 Name Date SHEET 0+00 1 +00 1 +48 C4 . 3 ORIGINAL SURVEY ON FILE AT XXX LANDSCAPE LEGEND PRELIMINARY PROJECT INFORMATION NOT FOR U TOTAL SITE AREA: 216,370.4387 S.F. (4.967 ACRES) o PLANTS TO BE INSTALLED \ \ O N ST R U CT I O CURRENT ZONING: RUTs 0 \ w Z TOTAL OPEN SPACE: 48,353 SF (22.34%) � COMMON OPEN SPACE: 24,279 SD (11.21%) VISION TRIANGLE I `\ �\ \\ z BUILDING SETBACKS: -------------------- GUT EDGE AS DETAILED \ FRONT: 20' BACK: 12' X X 6-0" GLOSED VISION VINYL FENCE + \ w E o M 51DE: 3' 6-0" OPEN VISION WROUGHT IRON FENCE \\ d� \\ `\ ` ° ° " Z AVERAGE BUILDING LOT SIZE: 2,572 S.F. \ a) _ °ao tD ° ° a api U 'coo pl I� w co m p L7 PROPERTY LINE (VERIFY) \ \ . = o, to n � + (D Q� E a2 c c co � O D w TOTAL NUMBER OF TREES PROVIDED: 75 I QUANTITY \ ��y \ \ 'a E m m w TOTAL NUMBER OF TREE SPECIES: 5 ML PLANT IDENTIFICATION KEY I \ `\ U M o �•y a 0 oo N o v o C p.rXJ U C r= Y L T c 0 m.m c 3� c Z_ a CITY OF MERIDIAN W W W W TURF SOD OVER \ " " APPROVED TOP SOIL AS \ v w` c� 3 L cCOo `m o VV `\ . . . . . . 3 � a rocs + W W SPECIFIED. \ \ • - • • af LANDSCAPE REQUIREMENTS W W W W \�\ o EXISTING AGHD E310 SWALE \ \ W. FRANKLIN ROAD BUFFER 0 REMTI AND REPAIR Requirements: LEN6TH TREES REOV TREES PROVIDED PER AGHD SPECIFICATIONS \ \ N 1 TREE PER 35 L.F. 367 L.F. II II AS NECESSARY. 0 \\ \ AND SHRUBS, TURF, WIDTH OR 6ROUNDCOVER 35' BUFFER 3" DEPTH OF 2" MINUS BARK N. CARISBROOKE AVE. MULCH OVER APPROVED TOPSOIL AS SPECIFIED. Q Requirements: LENGTH TREES REOV TREES PROVIDED I TREE PER 35 L.F. 428 L.F. 12 12 \ AND SHRUBS TURF v \ t A o K OR 6ROUNDGOVER " CRUSHED BASALT ® 3 °" DEPTH �v `• A OVER EXISTING 20' WIDE �� u�e�ocKh'. ��\ \ z WEST ASCENT STREET SEGONDARY AGGESS PER CIVIL k PLAN. ..Q`. W Requirements: LENGTH TREES REOV TREES PROVIDED �; } Q,•, •\• \ I TREE PER 35 L.F. 206 L.F. 12 q 0 AND SHRUBS, TURF, AGHD SEED MIX. SEE NOTES ON ` OR 6ROUNDCOVER SHEET L1.2 FOR SPECIES AND z WEST PERUGIA STREET NOTES I `v co rl nt zozo w PY 9 \ z All rights reserved. Reproduction or use in any form o Requirements: LENGTH TREES REO'D TREES PROVIDED I \ or by any means without written permission of 2 TREE PER 35 L.F. 274 L.F. 8 8 s WEST PERU6IA STREET \ \ Breckon Land Design,Inc.is unlawful and subject to 0 J AND SHRUBS, TURF, PROPOSED BUILDING. \ \\\ \ criminal prosecution. OR 6ROUNDGOVER REFERENCE ARCHITECTURE �:- A x ALLEY 'A' ` • f \ O *Requlrements: LEN6TH TREES REOV TREES PROVIDED \ w I TREE PER 35 L.F. 428 L.F. 24 24 f•f ` \ \ AND SHRUBS, TURF, CALLOUT LEGEND ` f ` OR 6ROUNDCOVER I .+ x �` \ CLEAR VISION TRIANGLE. DIMENSIONS PER CITY CODE I I-3A-3. N `� \ `\ o ALLEY 'B' 1 ` *Requirements: LENGTH TREES REQ'D TREES PROVIDED 2 TOT LOT ON SOFT FALL SURFACE WITH BENCH SEATING, TBD I TREE PER 35 L.F. 234 L.F. 7 7 „ f o H AND SHRUBS, TURF, $ PROPOSED 6-O CLOSED VISION VINYL FENCE OR 6ROUNDCOVER PROPOSED 6'-0" OPEN VISION WROUGHT IRON FENCE 4 ' NOTE: STREET LENGTH DOES NOT INCLUDE VISION TRIANGLES. f�, .+ # `1. \ w * REDUCED TREE COUNT DUE TO STORM STRUCTURE 5 EASEMENT. REFERENCE CIVIL w f t \ O 6 MONUMENT SIGN f •� \\ CITY OF MERIDIAN FENCING 7 f�t +�` CD W PROPOSED TOWNHOUSE LOT. ZERO LOT LINES AND SETBACKS PER MUNICIPAL GORE I-2A-7 f t ` , , o pCk 5 , REQUIREMENTS O N $ COMMON LOT .;` f �J . W O w 0 `` ` I a w FENCING REQUIREMENTS ;fl < LU > O Q O FENGIN6 REQUIRED AT ALL ABUTTING PATHWAYS AND COMMON OPEN SPACE LOTS TO DISTINGUISH COMMON FROM PRIVATE AREAS. f - N f Q BLOCK I LOT 10 (WEST 8 NORTHEAST) IIS L.F. 6-0" VINYL FENCE j p = Q BLOCK I LOT 2 (WEST) 154 L.F. 6-0" VINYL FENCE Purdam Gulch .f r ro BLOCK I LOT 2, 38 8 (NORTHEAST) 365 L.F. 6-Orr WROUGHT IRON LOCK I LOT 7 SOUTH 84 L.F. 6'-0" WROUGHT IRON 2 ' .f Q I Q BLOCK 3 LOT 2 (NORTH) 67 L.F. 6-0" WROUGHT IRON Star-it Self Storage 4 ,'•• f+ v # Z BLOCK 3 LOT 13 SOUTH 70 L.F. 6-0" WROUGHT IRON The Franklin at Ten Mlle � f f ' Z f < /1 BLOCK 4 LOT 2 (NORTH) 64 L.F. 6-0" WROUGHT IRON BLOCK 4 LOT 13 SOUTH 70 L.F. 6'-0" WROUGHT IRON A f' F BLOCK 5 LOT 3 $ 4 (WEST ff NORTH) 151 L.F. 6-0" WROUGHT IRON Compass Charter School %t 15 . Q 9-BlackCat Campus Ten Mile f w BLOCK 6 LOT I-7 (SOUTH) IC12 L.F. 6'-0" VINYL FENCE a f BLOCK 6 LOT 7 (WEST) -14L.F. 6'-0" VINYL FENCE Christian Church BLOCK 6 LOT II-14 (SOUTH) 118 L.F. 1 6-0" VINYL FENCE + / BLOCK 6 LOT II (EAST) 74L.E. 6'-O" VINYL FENCE Q z �n W Q` N _J BLOCK 6 LOT 14 WEST 6'-0" VINYL FENCE o - "mod Z O NOTE: FENCES LOCATED WITHIN THE REAR OR SIDE YARD SHALL BE SET 0 s s z' y W Franklin Rd W Franklin RdV T FRANKLIN ROAD+Franklin Rd W Fran✓++n Rd z BACK A MINIMUM OF 8' FROM THE PROPERTY LINE. - U �/, *RFPI.ArF FXIC:)TINr7 FFNr,F WITH NFW VINYI FFNr,F TO MATr H- < � � � � M Q O O m 44 Punk Ctrwd 0, �T N 2 w a. [w"d ru K+- Z E S — Z z r tay Epic Shine Car Wa: J x — — — —51DEWALK N W aw�cc Rack[M. # 51DEWfJ_K CITY OF MERIDIAN OPEN SPACE w i .� > REQUIREMENTS Lu 1 W Cnu,d[ $ o COMMON OPEN SPACE REQUIREMENTS BL00 . L Requirements: AREA TREES REG'D TREES PROVIDED 0 - D 0 1 TREE PER 5,000 24,708 S.F. 3 5 3: SQUARE FEET, AND T VICINITY MAP `. -` SEED OR SOD. 1 10% OF SITE iREO'D PROVIDED u NOT TO SCALE o.;• o O O DEDICATED TO 21037 S.F. 42,704 S.F. ` ` • - a v QUALIFIED OPEN SPACE (109g) (I°i.749o) wyyyxxxxxxxxxxx � W It W rn 'Y-SIDEWALK SIDEWALK � _ ' 3 C9 0 z W PATHWAY REQUIREMENTS Re uirements: � \ q TOTAL TREES REQ D TREES PROVIDED — — — — — — — — — — — — Z W Z O I TREE PER 100 105 L.F. I — — — — — — /�/� z o Y Q L I NEAR FEET OF w 77 m a o Q o m .PATH C � W. FRANKLIN R D � Q Z>W g 2 g T LANDSCAPE OVERVIEW x x REVISIONS 50 0 50 100 150 No. Date Description J 0 PLANT SCHEDULE SCALE: I"= 50'-0" 2020 N QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS DECIDUOUS SHADE TREES tv PROJECT NO.: Ir F 27 AG Acer platanoides 'Crimson King' Crimson King Maple 2" GAL. B$B 45'H x 35'W II 20036 Ir c 21 AP Acer plantanoides 'Columnar' Columnar Norway 'W Maple 2" GAL. B8B 45'H x 35 II B 3 14 GB Gar inns betulus 'Fosti iato' Pyramidal European Hornbeam 2" GAL. B8B 50'H x 40'W II DRAWN BY: CW z ORNA, MENIAL TREES CHECKED BY: °i 15 GG Gercis conadensis Eastern Redbud 2" GAL. B4B 25H x 20' W 1 J6 a 13 ML Malus '5princl Snow' 5prinq Snow Grabapple 2" GAL. BBB 20'H x 20' W I SHRUBS/PERENNIALS/ORNAMENTAL GRASSES DATE: J 0 03-24-2020 W0 12 BT Berberis thunbergii 'Lime 61ow' Lime 61ow Japanese Barberry #2 5'H X 4'W 0 30 GA Galamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #1 614 x 5W N Cl GO Gornus albo 'Crmizam' Creme de Mint Dogwood #2 5'H X 5'W SHEET NUMBER ^ 33 GS Gornus sericea 'Kelesyi' Red-Oiler Dogwood #2 2.5'H X 251^1 L.L A ; Cl PA Picea abies 'Punch' Pusch Dwarf Norway Spruce #5 2'H X 3'W 0 18 PI Physocarpus opullfollus 'Center Glow' Center 61ow Ninebark #2 2'14 X 2'W 0 14 RO Rosa x 'Radtko' Double Knock Out Shrub Rose #2 3'H X 3'W L1.0 L 44 SS Salvia x s Ivestris 'Mau Ni ht Mau Ni ht Salvia #1 1.5'H X 15W Q 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGIXA_ SJRVEY ON TIX- AT XXX LANDSCAPE NOTES: TURF AREA PREPARATION STORMWATER POND PRELIMINARY 1. CONTRACTORIISHALL RPREVEN°HEPRo ERE ELUTION OFT�5NORK,Ns NOTES: REVEGETATION REQUIREMENTS NOT FOR PRIOR TO BEGINNING WORK. CONSTRUCTION 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSGAPE I. LIMIT TURF 5UB6RADE PREPARATION TO AREAS TO BE PLANTED. GENERAL OVERVIEW GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND-UP (GONTAGT HERBICIDE) OR w ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF 2. NEWLY GRADED 5UB6RADE5: LOOSEN 5UB6RADE TO A MINIMUM DEPTH THESE REQUIREMENTS OUTLINE THE REGOMMENDED GUIDELINES FOR REVE6ETATI0N OF APPROVED EQUAL. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED SIMILAR SIZE AND GHARAGTER MAY BE GON51DERED IF SPEGIFIED PLANT OF 4 INGHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION SIDE-SLOPES, BANKS, AND BOTTOMS ( EXCLUDING SAND INVERT AREAS) OF NEW MATERIALS CAN NOT BE OBTAINED. AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND WEEDS FROM THE SITE. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM J 3. GOORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. STORMWATER MANAGEMENT PONDS THROUGHOUT THE JURISDICTION OF ADA COUNTY FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONGLU51ON OF THIS WATERING PERIOD, z DRAWINGS. 3. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. HIGHWAY DISTRICT (AGHD). THE RECOMMENDATIONS AND REQUIREMENTS DESCRIBED HERE DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. APPLY 5EGOND APPLICATION OF 0 4. COORDINATE WORK SGHEDULE AND OBSERVATIONS WITH LANDSGAPE 4. REDUGE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNESS OF ARE TAKEN IN PART FROM THE AGHD STORMWATER MANAGEMENT POND REVE6ETATI0N ROUND-UP TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH w ARGHITEGT PRIOR TO GONSTRUGTION START-UP. SOD. x 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 5. UNGHAN6ED SUB6RADES: IF TURF IS TO BE PLANTED IN AREAS GUIDANCE MANUAL (ASMPRGM) (DATED: APRIL 2014). THE FIVE MAIN GOALS FOR THE MANUFACTURER'S SPEGIFIGATIONS AND INSTRUGTI0N5. DO NOT WATER FOR AT LEAST o M 6. ALL PLANT MATERIAL SHALL GONFORM TO THE AMERIGAN NURSERYMAN UNALTERED OR UNDISTURBED BY EXGAVATIN6, GRADING, OR REVE6ETATI0N OF NEW PONDS ARE AESTHETIGS, NOXIOUS WEED AND INVASIVE SPEGIES SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. IF ANY EVIDENCE OF WEED GERMINATION 12 S in 0 STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL AS MANAGEMENT, FIRE HAZARD REDUCTION, WATER QUALITY AND EROSION CONTROL. REFER EXISTS AFTER TWO (2) APPLICATIONS, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A � 0 ja co � o NOT IN A SOUND AND HEALTHY CONDITION. FOLLOWS: TO SECTIONS OF THE MANUAL AS NOTED IN THESE REQUIREMENTS. ° 1.) � THIRD APPLICATION. AT THE TIME OF PLANTING AND SEEDING, ALL PLANTING AREAS SHALL 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO C a E-- o n � z OVERRIDE SGHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. SURFAGE SOIL. BE WEED FREE. a`�, E .� coo a w 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. APPLY GENERAL EARTHWORK Q 0 o � Y co 0 LARGE (2" MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. SOIL AMENDMENTS AND FERTILIZERS AGGORDING TO PLANTING SOIL ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR GONSTRUGTION. ALL SEEDING w N o r ° a °�� oo N `o v o �i. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. >_ o m� 3 a 0 z UJW C7� J 3 � L co m O YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR W W CO CD ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE ADDITIONAL REQUIREMENTS. IF NATURAL TOPSOIL OGGURS AT VARYIN6 DEPTHS ON THE WETLAND SEED MIX FOR PERENNIALLY FLOODED OR SATURATED PERCENT OF o IMMEDIATELY WITH THE SAME SIZE AND SPEGIES AT NO COST TO THE LOOSENING. • - • • - OWNER. A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND STOGKPILED AT DE516NATED AREAS WITH WELL DRAINED SOILS POUNDS PER LIVE PURE LIVE z L 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. STORAGE AREAS PRIOR TO THE PROPOSED 6RADIN6 OPERATIONS. COMMON NAME BOTANIGAL NAME SEED PER ACRE SEED IN MIX w SURFAGES AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, SITE GRADING PLAN. VEGETATION, AND TURF, OFF OWNER'S PROPERTY. SITE ASSESSMENT ALKALI BULRUSH Bolboschoenus maritimus 2.4 10 m 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIG 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM CONTRACTOR SHALL ASSESS THE EXISTING SOIL CONDITIONS TO IDENTIFY ANY INLAND SALT6RA55 Distichl YARDS OF APPROVED GOMPOST PER 1000 SQUARE FEET. ROTO-TILL SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN is s 0.8 10 picata , BARRIERS TO A SUCCESSFUL ESTABLISHMENT OF THE DESIRED SPEGIES DUE TO CONDITIONS MEADOW BARLEY Hordeu ORGANIC, MATTER A MINIMUM OF 6 INGHES INTO TOPSOIL. PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE m brachyatherum 4.6 10 12. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIF0RM' PLANTING TABLETS. RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH AT THE SITE. REFER TO ASMPR6M SECTION 3.3 FOR VISUAL AND FIELD ASSESSMENT SOIL MEADOW SEDGE Garex praegracilis OA 15 0 QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 6RADIN6 TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. GHARAGTERISTIGS. IF VISUAL ASSESSMENT OF SOIL INDICATES ANY UNUSUAL SOIL NEBRASKA SEDGE Garex nebrascensis 1.1 15 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER CONDITIONS, THE GONTRAGTOR SHALL HAVE THREE (3) SOIL TESTS PERFORMED BY A ROUGH BENT6RA55 A rostis scabra 0.2 20 oIm LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT g CREATE MUDDY SOIL. QUALIFIED SOIL ANALYSIS LABORATORY. THESE RESULTS WILL DIRECT THE PREPARATION TUFTED HAIR6RA55 Descham sia saes itosa 0_5 20 GOMPAGT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE OF THE SOIL FOR THE REVEGETATION ACTIVITIES. p p 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, I-1/2" BELOW cl• BEFORE PLANTING, OBTAIN LANDSGAPE ARGHITEGT'S AGGEPTANGE OF TOTAL 10.4 100 ADJACENT SURFAGES OF TURF SOD AREAS, AND I" BELOW ADJACENT FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE GONTRAGTOR SHALL ALSO ASSESS THE EXISTING HYDROLOGIGAL GONDITIONS IF ANY o K SURFACES OF TURF SEED AREAS. DISTURBED AFTER FINISH GRADING. AND THE PROPOSED TOPOGRAPHY OF THE PROPOSED POND. REFER TO ASMPRGM SECTION z 14. REUSE EXISTING TOPSOIL STOGKPILED ON THE SITE. SUPPLEMENT WITH 3.4 AND 3.5 FOR ADDITIONAL INFORMATION AND GONDITIONS. ' z IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY FIBER MULCH MATERIAL SUITABILITY PERFORM SO 1 L AND TEST/,ANALY51 S AND PROVIDE ADDITIONAL I AMENDMENT TOPSOIL NOTES SITE PREPARATION GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A COMPOSTED POULTRY BASED MULGH MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE 'I g AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, TOPSOIL REQUIREMENTS AND PREPARATION RATE OF 2000 LBS. PER ACRE. w SANDY LOAM, GLEAN AND FREE OF TOXIC, MATERIALS, NOXIOUS WEEDS, I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE PERCENT 0R6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR ORGANIC SOIL AMENDMENT z A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL REUSE EXISTING TOPSOIL STOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 Copyright 2020 STANDARDS, GONTRAGTOR IS RESPONSIBLE TO EITHER: TO PLANT GROWTH. TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. TOPSOIL REQUIREMENTS: ASTM D 5268, PH GALLONS PER AGRE. g w 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE A rights reserved. Reproduction or use in any form o A) PROVIDE APPROVED IMPORTED TOPSOIL, OR RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES I/2 INCH or by any means without written permission of 2 B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL Brockon Land Design,Inc.is unlawful and subject to 0 OR LARGER IN ANY DIMENSION AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT TAGKIFIER criminal prosecution. J LANDSGAPE ARGHITEGT. LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, GROWTH. w 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, 0R6ANIG TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE MULCH TAGKIFIER SOIL STABILIZER - EGOLOGY GONTROLS M-BINDER. TAGKIFIER APPLIED a FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER AT THE RATE OF 80 LBS. PER AGRE. EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, GRANITE SEED a SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE 16G7 WEST 2100 NORTH 0 ROOTS, STUMPS, STONES LARGER THAN 2 INGHES IN ANY DIMENSION, AND 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY OF ROOTS, STUMPS, ORGANIC, MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND P.O. BOX 177 z OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. AND GENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR GOVERNMENT OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE LEHI, UTAH b4043 A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING G AGENCY'S FINDINGS AND SCREENED TO ACHIEVE THIS REQUIREMENT. I-800-768-4433 0 AGENCY AND COPIES OF THE TESTIN SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT GONTRAGTOR SHALL HAVE (3) TOPSOIL SAMPLES TESTS PERFORMED BY A QUALIFIED SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES RECOMMENDATIONS SHALL BE FURNISHED TO THE ARGHITEGTS (OR APPROVED EQUAL) REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE SOIL ANALYSIS LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INGHES. AMENDED TO ACHIEVE SPEGIFIED PH AND 0ROANIG REQUIREMENTS. FERTILITY AND GENERAL TEXTURE BY A QUALIFIED SOIL ANALYSIS LABORATORY AND DRILL SEEDING z B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED DRILL SEEDING IS RECOMMENDED IN THE UPLAND AREAS WITH SLOPES LESS THAN 3:1. o FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A RECOGNIZED HAVE BEEN MET. NO TOPSOIL SHALL BE PLAGED WHILE IN A FROZEN OR TO THE LANDSGAPE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SEED DEPOSITION SHOULD BE GALIBRATED TO A DEPTH OF 0.25 TO 0.5 INCH. FULL SIZE OR 10 H GOMMERGIAL OR GOVERNMENT A6ENGY AND COPIES OF THE TESTING MUDDY CONDITION. SHALL BE AMENDED TO ACHIEVE SPEGIFIED PH AND 0R6ANIG REQUIREMENTS. RE-TEST COMPACT RANGELAND DRILLS ARE RECOMMENDED. DEPENDING ON SIZE, DRILLS CAN BE AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO 4. PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO PULLED BY TRACTOR OR ALL-TERRAIN VEHICLE. DRILL SEEDING SHOULD FOLLOW THE OWNER'S REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL SGHEDULED. PLAGE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. GONTOURS IN TOPOGRAPHY TO MINIMIZE EROSION POTENTIAL. G0NTRAGT0R'5 OPTION TO SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. IMPORTED TOPSOIL REQUIRED TO BRING SURFAGE TO PROPOSED FINISH PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SGHEDULED. DRILL SEED OR HYDR05EED UPLAND AREAS. AGIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. PLAGE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED 106RADE, AS REQUIRED. " I6. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: TO BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED HYDR0SEEDIN6 CREATED FROM LANDSGAPE OPERATIONS AND DISPOSE OF PROPERLY A. LAWN AREAS: q INGHES MINIMUM OR AS NEGESSARY TO ACHIEVE MIX SPEGIFIED SEED AND 0R6ANIG SOIL AMENDMENT IN WATER PER MANUFACTURER'S OFF SITE. EVEN GRADES WITH SURROUNDING LAWN AREAS. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: REG0MMENDATI0N5 APPLY SEEDED SLURRY EVENLY IN TWO INTERSEGTION DIRECTIONS. LI.J co a 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL B PLANTER BEDS: 18 INGHES MINIMUM GRASSES AND FORBS: 6 .INGHES MINIMUM o A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR B.FACILITIES. TREES SHALL DO NOT HYDR05EED AREA IN EXCESS OF THAT WHIGH GAN BE MULCHED ON SAME DAY. 6. FINE GRADE TOPSOIL TO SMOOTH EVEN SURFAGE WITH LOOSE, UNIFORMLYLIJ NOT BE PLANTED WITHIN 5'-0" OF AN A.G.H.D. SIDEWALK. FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE KEEP OFF ROADS, WALKS STRUCTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE 2 O 10 15. ANY PERENNIAL TREES OR PLANTS THAT WILL EXTEND ROOTS DEEPER I MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. AREAS. O BEDS, INFILTRATION FACILITIES OR PIPING SYSTEMS. w THAN 1N TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SHALL BE PROHIBITED OVER AGHD UNDERGROUND SEEPAGE FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND I" FOR SEED EROSION AND SEDIMENT GONTROL PLAN. . AFTER HYDR0SEEDIN6 IN UPLAND AREAS, TRACK IN SEED U5IN6 A GLEATED GRAWLER WITH O (� 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH Iq. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE SEDIMENT CONTROL PLAN. TRACK MARKS PERPENDICULAR TO THE SLOPE. AFTER TRAGKED, MULCH SLOPE WITH 2O00 PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE LBS. PER AGRE OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER AGRE OF TAGKIFIER. GONSTRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL AFTER HYDR0SEEDIN6 IN WETLAND AREAS, DO NOT TRACK IN SEED U5IN6 A CLEATED Q SYSTEM. THAN TOPSOIL SHALL ONLY BE STOGKPILED IN PROPOSED IMPERVIOUS SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK GRAWLER. AFTER SEEDING, MULGH AREA WITH 2O00 LBS. PER AGRE OF FERTILE-FIBER _ 20. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN PROFESSIONAL AREAS. NO GRAVEL ROCK MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLAGED MATERIALS SHALL BE STOGKPILED OR TEMPORARILY PLAGED IN PROPOSED LANDSGAPE MULCH MATERIAL AND 80 LBS. PER AGRE OF TAGKIFIER. IN PROPOSED LANDSGAPE AREAS TO PREVENT IMMEDIATELY. LANDSGAPE AREAS FROM BEING GONTAMINATED WITH ROGK MATERIALS. AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROCK LIJ GONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO MATERIALS. CONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSGAPE SEEDING TIME O Z LANDSGAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID WEEDABATEMENT NOTES: EARTHWORK OPERATIONS. OGTOBER. IF SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS TOPSOIL DISTRIBUTION NOT REALIZED PRIOR TO FALL DORMANGY, THEN RESEEDING SHALL BE APPLIED IN EARLY 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARGH AND MID MAY. THIS F ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR LANDSCAPE ONGE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND C)HYDR0SEEDIN6. D�( -APE AREA AGGOMPLISHED, THE TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM 5EEDLIN6 SURVIVAL RATE. SEEDING AFTER NOVEMBER 20, 'DORMANT 5EEDIN6' INSURES 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UPA ��/// DEPTHS AS SPEGIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO CD (GONTAGT HERBICIDE) OR APPROVED EQUAL. HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY GOMPAGTED THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND ZIr Q 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED PREPARATION NOTES. SEED SHOULD BE IN PLAGE FOR THE EARLY SPRING RAINS. L �- WEEDS FROM THE SITE. UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC, IRRIGATION SYSTEM FORA ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY 1. LIMIT TURF 5UB6RADE PREPARATION TO AREAS TO BE PLANTED. NEGESSARY MEGHANIGAL MEANS OF EROSION CONTROL BE IN PLAGE PRIOR TO BEGINNING TEMPORARY SUPPLEMENTAL IRRIGATION PERIOD OF FOURTEEN (14) DAYS. AT GONGLU51ON OF THIS WATERING 2. NEWLY GRADED SUB61RADES: LOOSEN SUB6RADE TO A MINIMUM DEPTH OF 4 SITE DISTURBANGE. THE GONTRAGTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE U J O PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. INGHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND ONGE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVE6ETATI0N SEEDING SHALL IMMEDIATE VEGETATION ESTABLISHMENT IS DESIRED, SUCH AS H16HLY VISIBLE SITES OR ^ z -0 5. APPLY SEGOND APPLIGATION OF ©ROUND-UPo TO ALL EXPOSED WEEDS. STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE SURFAGE GRUSTIN6 AND TO FAGILITATE EROSION PRONE AREAS OR WHERE IT MAY BE NECESSARY FOR SEEDLING ESTABLISHMENT. CD APPLY IN STRICTBETTER ROOT PENETRATION GONFORMANGE WITH MANUFACTURER'S SPECIFIGATIONS DISPOSE OF THEM OFF OWNER'S PROPERTY. O � AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INGHES IN TURF AREAS AND , THE SURFAGE SHOULD BE SCARIFIED PRIOR TO SEEDING. SEEDED AREAS SHOULD BE IRRIGATED USING OVERHEAD SPRAY OR ROTOR IN-GROUND E o REMOVE WEEDS FROM THE SITE. 18 INGHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET SPRINKLER IRRIGATION SYSTEM. IT IS RECOMMENDED THAT, IF USED, THE IRRIGATION BE 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) FINISH GRADES AFTER L16HT ROLLING AND NATURAL SETTLEMENT. DO COMPOST ADDITION TO THE TOPSOIL CONTINUED FOR AT LEAST TWO (2) SEASONS. SEE IRRIGATION PLANS. � APPLICATIONS, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A THIRD NOT SPREAD IF PLANTING SOIL OR 51JB6RADE IS FROZEN, MUDDY, OR APPLIGATION. EXGESSIVELY NET. GOMP05T ADDITION RATES WILL BE DEPENDENT ON THE QUALITIES OF THE GOMP05T AND W GENERAL MAINTENANCE AND MONITORING U 7. AT THE TIME OF PLANTING AND HYDR0SEEDIN6, ALL PLANTING AREAS B. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. THE QUALITIES OF THE TOPSOIL. GOMP05T APPLIGATION RATES SHALL BE DETERMINED BY THE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING REVEGETATION FOR THE 0 SHALL BE WEED FRee. G. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS GONSULTATION WITH A QUALIFIED RECLAMATION SPEGIALIST, A6RIGULTURAL PROFESSIONAL PERIOD OF TWO (2) YEARS. THIS INCLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, > OF SOD OR SEED. OR A REPRESENTATIVE OF THE COMPOST PRODUCER. GONTRAGTOR SHALL HAVE ONE (1) SAMPLE OF THE COMPOST TESTED BY A QUALIFIED SOIL ANALYSIS LABORATORY. LITTER CONTROL, WEED GONTROL AND MOWING OF TALL GRASSES AT THE DISCRETION OF W 3. UNGHAN6ED SUB6RADE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED AGHD STAFF. MOWING SHOULD ONLY BE PERFORMED WHERE F0RB5, SHRUBS AND TREES OR UNDISTURBED BY EXGAVATIN6, GRADING, OR SURFAGE-SOIL STRIPPING ARE NOT PLANTED. O OPERATIONS, PREPARE SURFAGE SOIL AS FOLLOWS: IF APPLYING COMPOST, LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS ACCORDING TO SITES SHALL BE VISITED EVERY TWO (2) WEEKS FOR MONITORING AND ASSESSING THE ` D SURFAGE SOIL. O SEEDING SUGGESS. VISUAL ASSESSMENT BY TRAINED PERSONNEL SHOULD OGGUR SEVERAL r B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. PROVIDE PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES F SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. APPLY SOIL AMENDMENTS DIRECTLY TIMES OVER THE THE NEXT TWO (2) GROWING SEASONS FOLLOWING THE REVEGETATION C WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS AND PROJECT. VISUAL ASSESSMENTS SHALL INCLUDE ESTIMATIONS OF VE&ATATIVE COVER AND FERTILIZERS AGG0RDIN6 TO PLANTING SOIL MIX PROPORTIONS AND MIX TO SURFAGE SOIL BEFORE LOOSENING. THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO A ESTABLISHMENT, VEGETATION SPEGIES GOMPOSITION, SOIL GONDITIONS AND HYDROLOGIGAL U HOMOGENEOUS MIXTURE OF FINE TEXTURE. REFER TO A5MPR6M SECTIONS 4.1.2 AND 4.1.3 FOR ADDITIONAL INFORMATION. GONDITIONS. VISUAL ASSESSMENT WILL IDENTIFY PROBLEM AREAS WHERE REVEGETATION W W v G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE AND SITE PREPARATION EFFORTS WILL BE REQUIRED. SITES SHOULD BE MONITORED FOR a a 0:o= ycr a LOOSENING. o °y U. J.Ly �Z 4 PROBLEMATIC SOIL CONDITIONS PRESENGE OF NOXIOUS WEEDS AND INVASIVE SPEGIES. REAPPLY HERBICIDE AS NEEDED yW c C o J O D. REMOVE STONES LARGERSITE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR THAN I INCH IN ANY DIMENSION AND STICKS, \� W m Q o 0 0 FOLLOWING MANUFACTURERS GUIDELINES AND MAINTENANCE PERSONNEL EXPERTISE. OTHER Z W�U.z ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. o W o o E. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, VEGETATION, REMEDIATION OF PROBLEMATIC SOIL CONDITIONS SUCH AS GOMPACTION OR NUTRIENT P05T-M0NITI0RIN6 METHODS ARE ESGRIBED IN A5MPR6M SECTION 8 AND SHOULD BE R24 R W WLL AND TURF, OFF OWNER'S PROPERTY. EXCESSES OR DEFIGIENGIES. SEE A5MPR6M SECTION 4.2 FOR ADDITIONAL REQUIREMENTS. FOLLOWED. I m a$ a o m No Q�2� 6, RESEEDING EFFORTS SHALL FOLLOW THE SPEGIFIED SEED MIXES FOR THE PROJEGT Jack o W C 4. FINISH 6RADIN6: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE ALONG WITH RECOMMENDATIONS FROM ASMPR6M SECTION 6. Q Z W PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR WEED ABATEMENT MINUS I/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND x FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE WEED ABATEMENT OPERATIONS REVISIONS AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. PERFORMED ON THEM PRIOR TO PLANTING OR SEEDING. No. Date Description J 0 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER o THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT % GREATE MUDDY SOIL. Q 6. BEFORE PLANTING, OBTAIN LANDSGAPE ARGHITEGT'S ACCEPTANCE OF FINISH ` v 6RADIN6; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED r AFTER FINISH GRADING. PROJECT NO.: 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO DRY. Ir 20036 C TEMPERATURE SHALL BE BETWEEN 55 F AND G5 F FOR A 24 HOUR PERIOD. B WIND SHALL BE LESS THAN 5 MPH. DRAWN BY: CW Z CHECKED BY: c� 0 JB _ DATE: J 0 03-24-2020 w 0 o0 SHEET NUMBER A L_ I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT XXX I E E E PRELIMINARY LANDSCAPE LEGEND 5 ` NOT FOR \ EF J I w \,A \ PLANTS TO BE INSTALLED E� E I W W W W\\W \ `\ O N ST R U CT I O E E N4 :* \ 4 `+ + V ` \ O 8 W 2 \ z \ VISION TRIANGLE Q E E GG W \ o E 1 \ GUT EDGE AS DETAILED E I E E W W W W \W V \ \ \ E CC W W W W \ Y = M \ \ \ X X 6'-O" CLOSED VISION VINYL FENCE E E ML \ m E E W W W W W C `• y� W W W\ \ L O C C 0 \\ 6'-O" OPEN VISION WROUGHT IRON FENCE I Nil CnoWE W W W W L C� C W PROPERTY LINE (VERIFY) EW W � a o N C C r,QUANTITYa� oO c ocoPLANT IDENTIFICATION KEY 7 2 W W W ,,, �, o 0 0 z =CU E E ; W W W W C V o t.y ll LOON O O Fn < f E •W W W W W W W �V U J W U L J 3 L (Df0 O W W W W W W W W WTURF SOD OVER Z W E E+ W F o . . . . . . 3 � a mc� N \ W W W W APPROVED TOP SOIL AS I Q E E E } Q \ - Z y \\ \ W W W W W W W W SPECIFIED. 01� _} E W E E W \ w L I I 1L1 (k/ E � \ ❑ I; EXISTING AGHD E310 SWALE N E E E E E W \ o III \ TO REMAIN. PRESERVE, z E O < \ . \ PROTECT, AND REPAIR E E E+ + ,W O \ w PER AGHD SPECIFICATIONS AS NECESSARY. E E (D \\ o �! I 3" DEPTH OF 2" MINUS BARK I * E * I W \ m MU LGH OVER APPROVED I E MI E E I \ o AREA ONE TOPSOIL AS SPECIFIED. I E•E + < � ML \ E Z K 4 E E E W U " GRUSHED BASALT @ 5" DEPTH GG `� z Z E E E 1 E •W ' z OVER EXISTING 20 WIDE SECONDARY ACCESS PER CIVIL E E E W JB W PLAN. ML E E E I I o fJ E + w E E E E w 114,1 AGHD SEED MIX. SEE NOTES ON + No 5 SHEET L1.2 FOR SPEGIES AND E 18 E L1.4 Copyright©2020 x Z NOTES E AG All rights reserved. Reproduction or use in any form o E or by any means without written permission of 2 E E Breckon Land Design,Inc.is unlawful and subject to 0 J1 5 criminal prosecution w PROPOSED BUILDING. L1.4 E+ F 11.4 x a T REFERENCE MAP REFERENCE ARCHITECTURE E� E EjL a .b 9 e E3 » o W W W W N AREA ONE NOT TO SCALE W W W W W W W W W W W W E E W W W W W W W WI 9 W Q y E * W+ W W W W W + W W + E W W W W W W O ■ W W W W W W W W W W Z CALLOUT LEGEND WWWWW W W W W E W W W W W N x 1 GLEAR VISION TRIANGLE. DIMENSIONS PER CITY CODE II-3A-3. 1 � a - 1 1 0 1 w 1 5 1-1.4 3 w 2 TOT LOT ON SOFT FALL SURFACE WITH BENCH SEATING, TBD AP —M AP M W H 3 PROPOSED 6'-O" CLOSED VISION VINYL FENCE I Z N 4 PROPOSED 6-0" OPEN VISION WROU6HT IRON FENCE JB w S O LL 55 EASEMENT. REFERENCE GIVIL o MONUMENT SIGN SIDEWALK -- '� SIDEWALK w co 6 1 — Q 2 PROPOSED TOWNHOUSE LOT. ZERO LOT LINES AND SETBACKS W Welo I I I o 7 PER MUNICIPAL GORE II-2A--7 ` W ■ • • W $ :E GOMMONLOT W W O w O W G W I W O w O + 01 7 W 6 W O 1 5 I W W AG W W ■ � I L1.4 ,a 9 8 z o 5 W BLOC z W + 5 + PLANT SCHEDULE 3 �G 2L1.4 W W W W L1.4 PA z Q QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS PI PA BT 3 W ' W 3 3 5 3 5 O PI W W 3 3 3 3 3 3 L1.4 Q DECIDUOUS SHADE TREES 1 4 5 -7 6 W W I PI BT GA GO GA PI BT Go BT GA 3 IF21 AG Acer platanoides 'Crimson King' Crimson King Maple 2" GAL. B$5 45'H x 35'W II 1 Lq4 AP HP GA W . 2 �� PI 0 21 AP Acer plantanoides 'Columnar' Columnar Norway Maple 2" GAL. B$B 45'H x 35'W II Iv.. L1.4 14 GB Gar inus betulus 'Fasts iota' ramidal European Hornbeam 2" GAL. B45 50'H x 40'W o * * ,o. + . LIJ 7 + W W W• W W • • � _ W - � + W O QO+ ORNAMENTAL TREES W • W • W W W • •W• W W W LIJ I ' I 15 GG Gerci9 canadensis Eastern Redbud 2" GAL. B8B 25'H x 20' W I SIDEWALK 3 SIDEWALK 1 Q 13 ML Malus 'S rin Snow' Spring Snow Graba le 2" GAL. BffB 20'H x 20' W 1 — 1-1.4 o v SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 12 BT Berberis thunbergii 'Lime 6low' Lime blow Japanese Barberry #2 5'H X 4'W 3 6 6 6 1 36 6 — — O CD oN 30 GA Galamagrostis x acutiflora 'Overdam' Overdom Feather Reed Grass #1 61-1 x 3'W RO GS SS SS PA N Rol N SS CS CS SS RO A SS SS GS GA AP SS GS RO L�.4 E O q co Gornus olbo 'Grmizam' Creme de Mint Dogwood #2 5'H X 5'W — — — — — — Q — — — — — — — — — `V 33 GS Gornus sericea 'Kelesyi' Red-Oiser Dogwood #2 2.5'H X 2.5'W I — — Q_ 0 N q PA Picea abies 'Punch' Pusch Dwarf Norway Spruce #5 2'H X 3'W 18 PI Physocorpus opulifolius 'Center 6low' Center Glow Ninebark #2 2'H X 2'W I 1 14 RO Rosa x 'Rodtko' Double Knock Out Shrub Rose #2 3'H X 3'W V1. FRANKL 1 N R AD UJ 44 SS Salvla x 5I.4Ive5trI5 'Maq NI ht' Mau Ni ht Salvia #1 151-1 X l5W \ J °�' LLJ C ISS SS SS SS o L 3 T LANDSCAPE PLAN U N AREA ONE a�o y T 30 O 30- 60 q0 c y�W�U2� �WC= W SCALE: I - 30-0 y W p C o z �� WmQ0C9�1: O � ZUJIWZR� LL p CN) CQ aC9QCWW sss R .JI�O'CgZW C 2 Q?>W g x REVISIONS No. Date Description J O 003 N Q (D PROJECT NO.: 0 20036 B 3 DRAWN BY: CW z CHECKED BY: 5 m JB L a DATE: J 0 03-24-2020 I J o0 SHEET NUMBER N A L1.2 0 L !Z i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGIXA_ SJRVEY ON TIX- AT XXX N \ LANDSCAPE LEGEND I PRELIMINARY \� \ NOT FOR PLANTS TO BE INSTALLED CONSTRUCTION� w Z3(D 0 v v VISION TRIANGLE \ 0 \ \ W -------------------- GUT EDGE AS DETAILED \ �� \ ` M X X 6-0" CLOSED VISION VINYL FENCE \ \\ g 6'-0" OPEN VISION WROUGHT IRON FENCE \ 0 o a \ >T co PROPERTY LINE (VERIFY) \ �L E E = a n w I QUANTITY I m M a 0 0 M v L L C Nam' OO C Yc, O L W ML PLANT IDENTIFICATION KEY ` w 0 0Z u W LaoN 0 0 V A � a Z > � o m._ � 3N °a a C5 6 3 3 � L cc m 0 1 r TURF SOD OVER \ d% I \ . . . . . . W W co W � I .J �I I�r� —� �`•� APPROVED TOP SOIL AS _ _ AG \ - z SPECIFIED. I 1 \\ w 0 \ EXISTING AGHD BIO SHALE \ O \ \ TO REMAIN. PRESERVE, V A PROTECT, AND REPAIR a V PER AGHD SPEGIFIGATIONS \ AS NECESSARY. A 0 ' DEPTH OF 2" MINUS BARK I 6 A ` MULCH OVER APPROVED I AP 1-1.4 \ d A 0 TOPSOIL AS SPECIFIED. \ ` 0 I" CRUSHED BASALT @ 3" DEPTH \ \ Z OVER EXISTING 20' WIDE \ S �� V w SEGONDARY ACCESS PER CIVIL w - - - - - PLAN. \ v v V_- AGHD SEED MIX. SEE NOTES ON SHEET L I.2 FOR SPECIES AND \ I \ AP \ Copyright©2020 Z NOTES \ \ All rights reserved. Reproduction or use In any form 0 or by any means without written permisslon of 2 \ Breckon Land Design,Inc.is unlawful and subject to 0 d0 \ criminal prosecution. w J \ O REFERENCE MAP PROPOSED BUILDING. \ T REFERENCE ARCHITECTURE I o \\ o z N AREA TWO NOT TO SCALE + � v \ o W W O \ ` CALLOUT LEGEND W I \ . W W AG \ Q 1 CLEAR VISION TRIANGLE. DIMENSIONS PER CITY CODE II-3A-3. W Z LU 2 TOT LOT ON SOFT FALL SURFACE WITH BENCH SEATING, TBD I W'� W } W W W W \ o HW � - W W W W \ \ d 3 PROPOSED 6'-0" CLOSED VISION VINYL FENCE I 10 Q W W W W W W v \ �� `\ 0 4 PROPOSED 6-0" OPEN VISION WROUGHT IRON FENCE W W W W \W \ \ W W Y W F 5 EASEMENT. REFERENCE C I V I L W w O W W W W W W W W W W \\W \ \\ r n 0 v♦ W 6 MONUMENT SIGN O \\ PROPOSED TOWNHOUSE LOT. ZERO LOT LINES AND SETBAGKS I 2 W W W W w Q 0 7 PER MUNICIPAL CODE I I-2A--7 I GG W 1I11II `// -BLOCK W 1 W \\ 5 W Y W W W W \ / O 0 OCOMMON LOT 3 f— Q ML W W Q GW Ll l W W W W \W Q I W W W W W W W W W W WY W W W W W W W W W W W W W \ W \ `\ w PLANT SCHEDULE W W W� �� / Z Q 1 5 `\ O OTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS1 GB 5 \ Q DECIDUOUS SHADE TREES L1.4 F I v 2-7 AGAcer platanoides 'crimson King' Crimson King Maple 2" GAL. BffB 45'H x 35'W II 2 WEST FERU61 A STREET 10 5 4 Q 21 AP Acer plantanoides 'columnar' Golumnar Norway Maple 2" GAL. E34E3 45'H x 35H II I GB O JB 1-1.4 1-1.4 3 d `\ W 14 GB Gar inus betulus 'Fasti iata' Pyramidal European Hornbeam 2" GAL. BffB 50'H x 40'W II GA n\ LPL 0 ORNAMENTAL TREES ` n w Uj Q � 15 GG Gercis canadensis Eastern Redbud 2" GAL. BdB 25H x 20' W I e 9 W W F F 9 \ 0 13 ML Molus 'Spring Snow' Sprincl Snow Groba le 2" GAL. E34E3 20'H x 20' W I e E ` U U z SHRUBS/PERENNIALS/ORNAMENTAL GRASSES I 1F F F E 6 ss \\ CDrn 0 12 BT Berberis thunbergii 'Lime Glow' Lime Glow Japanese Barberry #2 5'H X 4'W I F 5 3 \ �+/ O E 0 30 GA Golomagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #I 6'H x 3'W F F L1.4 F e GIs C Q 0 Cl GO Gornue, alba 'Grmizam' Creme de Mint Dogwood #2 5'H X 5'H �j \ � 33 GS Gornus sericea 'Kelesyi' Red-Olser Dogwood #2 25H X 2.5'H F \ a PA Picea abies 'Punch' Punch Dwarf Norway Spruce #5 2'H X 3'W F E''E 7 F+ \\W \ \ -C 18 PI Physocorpue, opulifolius 'Center 6low' Center Glow Ninebark #2 2'H X 2'W e O \ \�S \ L1j 14 RO Rosa x 'Radtko' Double Knock Out Shrub Rose #2 3'H X 3'H 5 F E e e Q s 44 SS Salvia x s Ivestrls 'Mau NI ht' MOL4 Ni ht Salvia #I I51-1 X 15W LLJ D v� O E E + \ \ ` 5 v D � If � T LANDSCAPE PLAN U N 30 0 30 AREA two 6 0 q0 W a a o= y � 0W SHALE: I"= 30'-0" y R'Lou- U Z _ yWCp0JLU O �� H ZV%W?all: / � Cx) po �Rt9QCWW LL / V x REVISIONS Q No. Date Description J 0 ^ o 0— Q U T PROJECT NO.: 0 Ir 20036 Q B DRAWN BY: CW Z CHECKED BY: U JB _ DATE: J 0 03-24-2020 LL.I 0 0 Ir o0 SHEET NUMBER 0, L1.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGIXA_ SJRVEY ON TIX- AT XXX ` PRELIMINARY NOT FOR CONSTRUCTIOIN = LIMB TREE TO 8-O z ABOVE SIDEWALK o GRADE w 0 GROUNDGOVER o PLANTING PER PLANS w a K BARK MULCH LAYER - 3" DEPTH OF MULGH AT o M M PLANTER BEDS 11 ° 3 DEPTH. SET ROOT 8» 2 0 o BALL I" ABOVE ADJAGENT FINISH 00 10 00 co co oL E -mo oCLOUN 3 0 w 00 GRADE _ _ _ _ _ _ _ a) E 00 o i 4" 4>' TREE ROOT BARRIER- ^� p w N o r a a N z 0 1/2 ABOVE GRADE - - FINISH GRADE y -i �� 3 N r AMENDMENTS AS OSPEG�D SDO I L t� �w` c�� 3 � r cCOo � o I 3LLa coC7 FINISH GRADE, _ o PER PLANS GUT EDGE - • • VA/�ob600� a o A�-L I I I I I 1111111 I 11111111 I I w GOMMERG I AL FERTILIZER PLANTER BED CUT E D G E 4 TABLETS NOT TO SCALE f ivviowviivviivviivviivviiv a ��i� (TYP I CAL AT TREES I N TURF AREAS) Ill MINUS DRAIN GRAVEL AIR AND WATER o XA\XA�/�A�/�A�AA/ / /�A� =i INFILTRATION PIPE, 4 PERF. PIPE (TYP) o 111 I I UNDISTURBED SUBSOIL z K BAGKFILL WITH APPROVED TOPSOIL AND SOIL o AMMENDMENTS AS SPEGIFIED. BAGKFILL IN 6 96" ON CENTER ' z LIFTS, WATER EACH LAYER, TAMP LIGHTLY AS EXTRUDED POST GAP w REQUIRED, BAGKFILL SOIL EVEN W/ TOP OF (STANDARD OPTION) 91" MAXIMUM SPAN w FOOTBALL, DO NOT OVER GOMPAGTII N 'I 1-1/2" x 5-1/2" BOTTOM RAIL _ ° NOTE: WITH 1.5"X 1.25" 1 w I. PLANT TREE IN CENTER OF WELL. GALVANIZED METAL INSERT HOLD TOP AND BOTTOM z 2. REFER TO DEGIDUOU5 TREE PLANTING FOR ADDITIONAL -7/8" U-GHANNEL RAILS IN PLACE WITH Copyright CO 2020 z INFORMATION AND REQUIREMENTS. LOCK RING. AI rights rese ved. Reproduction or use in any form o or by any means without written permission of 2 REMOVE TOUNGE ON ONE 12" Breckon Land Design, nc.is unlawful and subject to 0 D SIDE PANEL TO SIT 4 CONCRETE MOWSTRIP criminal prosecution E C I D U O U S TREE IN PLAZA w J � FLUSH AGAINST POST w PLANTERNOT TO SCALE N CONCRETE FOOTING SCORE JOINT AT EAGH ° KEEP GROUND LINE SAME AS NURSERY LINE POST F REMOVE ANY PLA5TIG, BURLAP, NAILS, OR FENCE POST, SET POST z OTHER MATERIALS FROM THE FOOTBALL PRIOR TO INSTALLATION w WHIGH MAY LIMIT ROOT GROWTH �/8" x 6" TOUNGE AND OF MOWSTRIP i GROOVE PICKET o CONSTRUCT 2 EARTH BERM TO FORM AIc x 5-I/2 BOTTOM RAIL PLAN VIEW N10 I"I WATER RETENTION BASIN, FILL BERM WITH WITH 1.5"X 1.25" I-I/2 5" SQUARE VINYL FENCE a MULCH, AS SPEGIFIED GALVANIZED METAL INSERT N `� POST WITH GALVANIZED MULCH, PER PLANS, 3" DEPTH OVER ENTIRE < METAL INSERT (TYPICAL) ' BED. DO NOT GOVER GROWNS OF PLANTS I I =III= ° SET FINISH GRADE AS III-III 1I 12" WIDE CONCRETEJ I I I II=III - SPEGIFIED PROVIDE DEWITT PRO 5 WEED BARRIER MOWSTRIP III-III rn w FABRIC OR APPROVED EQUAL I I I N 1 1I CONCRETE FOOTING AS w c J z - I11I1 a 1 SPEGIFIED J s PROVIDE GOMMERGIAL FERTILIZER TABLETS11I - AND BIOSTIMULANT, AS SPEGIFIED, FOR EACH NOTES: =III- 2LL I I I III 11 III SHRUB I. REFER TO LAYOUT PLAN FOR MOW STRIP -11I-1 6" AGGREGATE BASE O w (� 2. LOCATIONS. III- - GOMPAGTED SUB-GRADE BAGKFILL WITH APPROVED TOPSOIL AND SCORE JOINTS 0 I O' O.G. OR AT EACH POST. =1 1- O WIDTH OF SOIL AMENDMENTS, AS SPEGIFIED. BAGKFILL T 3. INSTALLATION TO BE COMPLETED IN 1 < I 1 6" FOOTBALL 6" 1 1„ y LLJ IN 6" LIFTS, WATER EAGH LAYER, DO NOT ACGORDANCE WITH MANUFAGTURER'S 32 3� TAMP OR OVER GOMPAGT. 5PEGIFIGATION5. Q Q 4. MATCH VINYL FENGE TO EXISTING VINYL — NOTE: GONSTRUGT 6 MOUND OF TOPSOIL FENCE ON BERM OF ADJAGENT PROPERTIES I. WATER SHRUB TWIGS WITHIN FIRST 24 HOURS. VINYL FENCE PANEL Z w 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDGOVER BEDS. 5 O SHRUB PLANTING LGAL� 2 NOT TO SCALE Q F C U zcr CD w o w >_ MOUNTING 2 1/2" TUBULAR STEEL 4" O.C. BRACKET (TYP) SUPPORT PICKET 6'O.G. v 0 7 A = LENGTH, AS SPEGIFIED r� o OR PER PLANT SCHEDULE o HOLLOW STEEL PICKETS o y. P m � `� Q O E B = 85% OF A o Z z Q + Q IL I" HOLLOW STEEL I- o w s PLAN VIEW FINISH GRADE PER PLANSCo > EDGING, PER PLANS AND DETAILS C° E6 W c GROUNDGOVER PLANTING PER PLANTING cV (I)-I 3/4" HORIZONTAL PLAN HOLLOW STEEL RAIL D � 6' O.C. 8 X 24" MULCH, PER PLANS, 3 DEPTH OVER 4' ENTIRE BED. DO NOT COVER CROWNS OF NOTE: CONCRETE FOOTING PLANTS — v M — — GONTRAGTORS ARE RESPONSIBLE FOR SHOP DRANIN65 TO BE REVIEWED BY LANDSGAPE ( 1 SPLIT ALL ROOT BOUND ROOTS WITH 3 ARCHITECT BEFORE INSTALLATION. WROUGHY IRON GATE TO BE PAINTED W/ ELEGTO v �� EQUAL SPAGED VERTICAL GUTS. STATIG PAINT - GOLOR AS DIREGTED BY OWNER. , W W y _ 1 TILL SOIL TO A DEPTH OF 12 BAGKFILL y - 11 1—I 11—I 11—I 11—I 11—I 11—I 11 WITH APPROVED TOPSOIL AND SOIL WROUGHT IRON FENCE �� °0 Q° °' AMENDMENTS, AS SPEGIFIED. �� Z Q W W III III III III— III III III 2W�"z�� III 111 111—III LL ma- Qom DEWITT PRO 5 WEED BARRIER FABRIC J a v g W 6, SECTION OR APPROVED EQUAL 1 5UBGRADE X NOTES: REVISIONS I. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR No. Date Description PATTERN. J 0 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFAGTURER'S REGOMMENDATIONS TO ALL 6ROUND6OVER BEDS. a_ C� PERENNIAL & GROUNDCOVER T PROJECT NO.: O vo- TO _-(_ ALE= 20036 B PLANTING DRAWN BY: CW Z CHECKED BY: 0 JB _ DATE: J 0 03-24-2020 w 0 o0 SHEET NUMBER L1.4 O L_ 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 O N O d C_ E O U 3 m c V C C J O V N 00 O O E N N 3 L 3 m E m 9 O O C .O O C O (J a O 00 BLOCK 1 � O 6' WROUGHT IRON c .:ti• ° FENCE O W o d ;� �V 1 O \•j it �� \� L 1 0'\ ' < 6 BLOCK 1LU ` o � o < 3 } Q CL i I w _ �f w w WEST FERU61 A STREET MONUMENT s -- SIGN 1 \ 0 � 000, 2 d G BLOCK 3 BLOCK 4 e —may I-NV. 1 STORMWATER SWALES 6' VINYL FENCE r h t• N \ U O _ - •�1 / O O \ J is m J• � r TOT LOT -, BLOCK 5 11J —A N < 9 .,, 6' V I NYL FENGE BLOCK 5 10 ,.,,• � � 1 o r R.. , O z l 3 1 I r BLOCK 3 ✓ t• ~� 1'� I , BLOCK - ,fir 12 •�: a fr j'. i 12 -- 13 �• .I�•• �� "' H. ASCENT STREET m alk S s -s s i SIDEWALK - f 14 13 011 9� O O O O O O O O BLOC "x �•BLOCK 6 MONUMENT 516N BLOCK 6 .r.,t. /n y�./��'(j�f.!_■(. �-'7• `fit c IV 51DEWALK 51DENALK A. ERANKL I N ROAD ASCENT TOWNHOMES •Civil Engineering •Landscape Architecture •Erosion&Sediment Control e •Graphic Communication LANDSCAPE COLOR PLAN •Irrigation Design •Land Planning 9 ign com • Fax:208-376-6528MERIDIAN IDAHO Phone:008-376-5153 � . I 6661 North Glenwood Street s .JVAJ„-E: I11 50I—OII Garden City,Idaho 83714 ORIGINAL SURVEY ON FILE AT XXX LANDSCAPE LEGEND PRELIMINARY PROJECT INFORMATION NOT FOR U TOTAL SITE AREA: 216,370.4387 S.F. (4.967 ACRES) o PLANTS TO BE INSTALLED \ \ O N ST R U CT I O CURRENT ZONING: RUTs 0 \ w Z TOTAL OPEN SPACE: 48,353 SF (22.34%) � COMMON OPEN SPACE: 24,279 SD (11.21%) VISION TRIANGLE I `\ �\ \\ z BUILDING SETBACKS: -------------------- GUT EDGE AS DETAILED \ FRONT: 20' BACK: 12' X X 6-0" GLOSED VISION VINYL FENCE + \ w E o M 51DE: 3' 6-0" OPEN VISION WROUGHT IRON FENCE \\ d� \\ `\ ` ° ° " Z AVERAGE BUILDING LOT SIZE: 2,572 S.F. \ a) _ °ao tD ° ° a api U 'coo pl I� w co m p L7 PROPERTY LINE (VERIFY) \ \ . = o, to n � + (D Q� E a2 c c co � O D w TOTAL NUMBER OF TREES PROVIDED: 75 I QUANTITY \ ��y \ \ 'a E m m w TOTAL NUMBER OF TREE SPECIES: 5 ML PLANT IDENTIFICATION KEY I \ `\ U M o �•y a 0 oo N o v o C p.rXJ U C r= Y L T c 0 m.m c 3� c Z_ a CITY OF MERIDIAN W W W W TURF SOD OVER \ " " APPROVED TOP SOIL AS \ v w` c� 3 L cCOo `m o VV `\ . . . . . . 3 � a rocs + W W SPECIFIED. \ \ • - • • af LANDSCAPE REQUIREMENTS W W W W \�\ o EXISTING AGHD E310 SWALE \ \ W. FRANKLIN ROAD BUFFER 0 REMTI AND REPAIR Requirements: LEN6TH TREES REOV TREES PROVIDED PER AGHD SPECIFICATIONS \ \ N 1 TREE PER 35 L.F. 367 L.F. II II AS NECESSARY. 0 \\ \ AND SHRUBS, TURF, WIDTH OR 6ROUNDCOVER 35' BUFFER 3" DEPTH OF 2" MINUS BARK N. CARISBROOKE AVE. MULCH OVER APPROVED TOPSOIL AS SPECIFIED. Q Requirements: LENGTH TREES REOV TREES PROVIDED I TREE PER 35 L.F. 428 L.F. 12 12 \ AND SHRUBS TURF v \ t A o K OR 6ROUNDGOVER " CRUSHED BASALT ® 3 °" DEPTH �v `• A OVER EXISTING 20' WIDE �� u�e�ocKh'. ��\ \ z WEST ASCENT STREET SEGONDARY AGGESS PER CIVIL k PLAN. ..Q`. W Requirements: LENGTH TREES REOV TREES PROVIDED �; } Q,•, •\• \ I TREE PER 35 L.F. 206 L.F. 12 q 0 AND SHRUBS, TURF, AGHD SEED MIX. SEE NOTES ON ` OR 6ROUNDCOVER SHEET L1.2 FOR SPECIES AND z WEST PERUGIA STREET NOTES I `v co rl nt zozo w PY 9 \ z All rights reserved. Reproduction or use in any form o Requirements: LENGTH TREES REO'D TREES PROVIDED I \ or by any means without written permission of 2 TREE PER 35 L.F. 274 L.F. 8 8 s WEST PERU6IA STREET \ \ Breckon Land Design,Inc.is unlawful and subject to 0 J AND SHRUBS, TURF, PROPOSED BUILDING. \ \\\ \ criminal prosecution. OR 6ROUNDGOVER REFERENCE ARCHITECTURE �:- A x ALLEY 'A' ` • f \ O *Requlrements: LEN6TH TREES REOV TREES PROVIDED \ w I TREE PER 35 L.F. 428 L.F. 24 24 f•f ` \ \ AND SHRUBS, TURF, CALLOUT LEGEND ` f ` OR 6ROUNDCOVER I .+ x �` \ CLEAR VISION TRIANGLE. DIMENSIONS PER CITY CODE I I-3A-3. N `� \ `\ o ALLEY 'B' 1 ` *Requirements: LENGTH TREES REQ'D TREES PROVIDED 2 TOT LOT ON SOFT FALL SURFACE WITH BENCH SEATING, TBD I TREE PER 35 L.F. 234 L.F. 7 7 „ f o H AND SHRUBS, TURF, $ PROPOSED 6-O CLOSED VISION VINYL FENCE OR 6ROUNDCOVER PROPOSED 6'-0" OPEN VISION WROUGHT IRON FENCE 4 ' NOTE: STREET LENGTH DOES NOT INCLUDE VISION TRIANGLES. f�, .+ # `1. \ w * REDUCED TREE COUNT DUE TO STORM STRUCTURE 5 EASEMENT. REFERENCE CIVIL w f t \ O 6 MONUMENT SIGN f •� \\ CITY OF MERIDIAN FENCING 7 f�t +�` CD W PROPOSED TOWNHOUSE LOT. ZERO LOT LINES AND SETBACKS PER MUNICIPAL GORE I-2A-7 f t ` , , o pCk 5 , REQUIREMENTS O N $ COMMON LOT .;` f �J . W O w 0 `` ` I a w FENCING REQUIREMENTS ;fl < LU > O Q O FENGIN6 REQUIRED AT ALL ABUTTING PATHWAYS AND COMMON OPEN SPACE LOTS TO DISTINGUISH COMMON FROM PRIVATE AREAS. f - N f Q BLOCK I LOT 10 (WEST 8 NORTHEAST) IIS L.F. 6-0" VINYL FENCE j p = Q BLOCK I LOT 2 (WEST) 154 L.F. 6-0" VINYL FENCE Purdam Gulch .f r ro BLOCK I LOT 2, 38 8 (NORTHEAST) 365 L.F. 6-Orr WROUGHT IRON LOCK I LOT 7 SOUTH 84 L.F. 6'-0" WROUGHT IRON 2 ' .f Q I Q BLOCK 3 LOT 2 (NORTH) 67 L.F. 6-0" WROUGHT IRON Star-it Self Storage 4 ,'•• f+ v # Z BLOCK 3 LOT 13 SOUTH 70 L.F. 6-0" WROUGHT IRON The Franklin at Ten Mlle � f f ' Z f < /1 BLOCK 4 LOT 2 (NORTH) 64 L.F. 6-0" WROUGHT IRON BLOCK 4 LOT 13 SOUTH 70 L.F. 6'-0" WROUGHT IRON A f' F BLOCK 5 LOT 3 $ 4 (WEST ff NORTH) 151 L.F. 6-0" WROUGHT IRON Compass Charter School %t 15 . Q 9-BlackCat Campus Ten Mile f w BLOCK 6 LOT I-7 (SOUTH) IC12 L.F. 6'-0" VINYL FENCE a f BLOCK 6 LOT 7 (WEST) -14L.F. 6'-0" VINYL FENCE Christian Church BLOCK 6 LOT II-14 (SOUTH) 118 L.F. 1 6-0" VINYL FENCE + / BLOCK 6 LOT II (EAST) 74L.E. 6'-O" VINYL FENCE Q z �n W Q` N _J BLOCK 6 LOT 14 WEST 6'-0" VINYL FENCE o - "mod Z O NOTE: FENCES LOCATED WITHIN THE REAR OR SIDE YARD SHALL BE SET 0 s s z' y W Franklin Rd W Franklin RdV T FRANKLIN ROAD+Franklin Rd W Fran✓++n Rd z BACK A MINIMUM OF 8' FROM THE PROPERTY LINE. - U �/, *RFPI.ArF FXIC:)TINr7 FFNr,F WITH NFW VINYI FFNr,F TO MATr H- < � � � � M Q O O m 44 Punk Ctrwd 0, �T N 2 w a. [w"d ru K+- Z E S — Z z r tay Epic Shine Car Wa: J x — — — —51DEWALK N W aw�cc Rack[M. # 51DEWfJ_K CITY OF MERIDIAN OPEN SPACE w i .� > REQUIREMENTS Lu 1 W Cnu,d[ $ o COMMON OPEN SPACE REQUIREMENTS BL00 . L Requirements: AREA TREES REG'D TREES PROVIDED 0 - D 0 1 TREE PER 5,000 24,708 S.F. 3 5 3: SQUARE FEET, AND T VICINITY MAP `. -` SEED OR SOD. 1 10% OF SITE iREO'D PROVIDED u NOT TO SCALE o.;• o O O DEDICATED TO 21037 S.F. 42,704 S.F. ` ` • - a v QUALIFIED OPEN SPACE (109g) (I°i.749o) wyyyxxxxxxxxxxx � W It W rn 'Y-SIDEWALK SIDEWALK � _ ' 3 C9 0 z W PATHWAY REQUIREMENTS Re uirements: � \ q TOTAL TREES REQ D TREES PROVIDED — — — — — — — — — — — — Z W Z O I TREE PER 100 105 L.F. I — — — — — — /�/� z o Y Q L I NEAR FEET OF w 77 m a o Q o m .PATH C � W. FRANKLIN R D � Q Z>W g 2 g T LANDSCAPE OVERVIEW x x REVISIONS 50 0 50 100 150 No. Date Description J 0 PLANT SCHEDULE SCALE: I"= 50'-0" 2020 N QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS DECIDUOUS SHADE TREES tv PROJECT NO.: Ir F 27 AG Acer platanoides 'Crimson King' Crimson King Maple 2" GAL. B$B 45'H x 35'W II 20036 Ir c 21 AP Acer plantanoides 'Columnar' Columnar Norway 'W Maple 2" GAL. B8B 45'H x 35 II B 3 14 GB Gar inns betulus 'Fosti iato' Pyramidal European Hornbeam 2" GAL. B8B 50'H x 40'W II DRAWN BY: CW z ORNA, MENIAL TREES CHECKED BY: °i 15 GG Gercis conadensis Eastern Redbud 2" GAL. B4B 25H x 20' W 1 J6 a 13 ML Malus '5princl Snow' 5prinq Snow Grabapple 2" GAL. BBB 20'H x 20' W I SHRUBS/PERENNIALS/ORNAMENTAL GRASSES DATE: J 0 03-24-2020 W0 12 BT Berberis thunbergii 'Lime 61ow' Lime 61ow Japanese Barberry #2 5'H X 4'W 0 30 GA Galamagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #1 614 x 5W N Cl GO Gornus albo 'Crmizam' Creme de Mint Dogwood #2 5'H X 5'W SHEET NUMBER ^ 33 GS Gornus sericea 'Kelesyi' Red-Oiler Dogwood #2 2.5'H X 251^1 L.L A ; Cl PA Picea abies 'Punch' Pusch Dwarf Norway Spruce #5 2'H X 3'W 0 18 PI Physocarpus opullfollus 'Center Glow' Center 61ow Ninebark #2 2'14 X 2'W 0 14 RO Rosa x 'Radtko' Double Knock Out Shrub Rose #2 3'H X 3'W L1.0 L 44 SS Salvia x s Ivestris 'Mau Ni ht Mau Ni ht Salvia #1 1.5'H X 15W Q 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGIXA_ SJRVEY ON TIX- AT XXX LANDSCAPE NOTES: TURF AREA PREPARATION STORMWATER POND PRELIMINARY 1. CONTRACTORIISHALL RPREVEN°HEPRo ERE ELUTION OFT�5NORK,Ns NOTES: REVEGETATION REQUIREMENTS NOT FOR PRIOR TO BEGINNING WORK. CONSTRUCTION 2. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT THE LANDSGAPE I. LIMIT TURF 5UB6RADE PREPARATION TO AREAS TO BE PLANTED. GENERAL OVERVIEW GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ROUND-UP (GONTAGT HERBICIDE) OR w ARCHITECT'S PRIOR WRITTEN APPROVAL. ALTERNATE MATERIALS OF 2. NEWLY GRADED 5UB6RADE5: LOOSEN 5UB6RADE TO A MINIMUM DEPTH THESE REQUIREMENTS OUTLINE THE REGOMMENDED GUIDELINES FOR REVE6ETATI0N OF APPROVED EQUAL. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED SIMILAR SIZE AND GHARAGTER MAY BE GON51DERED IF SPEGIFIED PLANT OF 4 INGHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION SIDE-SLOPES, BANKS, AND BOTTOMS ( EXCLUDING SAND INVERT AREAS) OF NEW MATERIALS CAN NOT BE OBTAINED. AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND WEEDS FROM THE SITE. CONTRACTOR SHALL OPERATE THE AUTOMATIC IRRIGATION SYSTEM J 3. GOORDINATE ALL WORK WITH ALL OTHER SITE RELATED DEVELOPMENT LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. STORMWATER MANAGEMENT PONDS THROUGHOUT THE JURISDICTION OF ADA COUNTY FOR A PERIOD OF FOURTEEN (14) DAYS. AT CONGLU51ON OF THIS WATERING PERIOD, z DRAWINGS. 3. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. HIGHWAY DISTRICT (AGHD). THE RECOMMENDATIONS AND REQUIREMENTS DESCRIBED HERE DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. APPLY 5EGOND APPLICATION OF 0 4. COORDINATE WORK SGHEDULE AND OBSERVATIONS WITH LANDSGAPE 4. REDUGE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THIGKNESS OF ARE TAKEN IN PART FROM THE AGHD STORMWATER MANAGEMENT POND REVE6ETATI0N ROUND-UP TO ALL EXPOSED WEEDS. APPLY IN STRICT CONFORMANCE WITH w ARGHITEGT PRIOR TO GONSTRUGTION START-UP. SOD. x 5. ALL PLANT MATERIAL SHALL BE INSTALLED AS PER DETAILS. 5. UNGHAN6ED SUB6RADES: IF TURF IS TO BE PLANTED IN AREAS GUIDANCE MANUAL (ASMPRGM) (DATED: APRIL 2014). THE FIVE MAIN GOALS FOR THE MANUFACTURER'S SPEGIFIGATIONS AND INSTRUGTI0N5. DO NOT WATER FOR AT LEAST o M 6. ALL PLANT MATERIAL SHALL GONFORM TO THE AMERIGAN NURSERYMAN UNALTERED OR UNDISTURBED BY EXGAVATIN6, GRADING, OR REVE6ETATI0N OF NEW PONDS ARE AESTHETIGS, NOXIOUS WEED AND INVASIVE SPEGIES SEVEN (7) DAYS. REMOVE WEEDS FROM THE SITE. IF ANY EVIDENCE OF WEED GERMINATION 12 S in 0 STANDARDS FOR TYPE AND SIZE SHOWN. PLANTS WILL BE REJEGTED IF SURFAGE-SOIL STRIPPING OPERATIONS, PREPARE SURFAGE SOIL AS MANAGEMENT, FIRE HAZARD REDUCTION, WATER QUALITY AND EROSION CONTROL. REFER EXISTS AFTER TWO (2) APPLICATIONS, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A � 0 ja co � o NOT IN A SOUND AND HEALTHY CONDITION. FOLLOWS: TO SECTIONS OF THE MANUAL AS NOTED IN THESE REQUIREMENTS. ° 1.) � THIRD APPLICATION. AT THE TIME OF PLANTING AND SEEDING, ALL PLANTING AREAS SHALL 7. IN THE EVENT OF A PLANT COUNT DISCREPANCY, PLANT SYMBOLS SHALL A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO C a E-- o n � z OVERRIDE SGHEDULE QUANTITIES AND GALL OUT SYMBOL NUMBERS. SURFAGE SOIL. BE WEED FREE. a`�, E .� coo a w 8. ALL PLANTING BEDS SHALL BE COVERED WITH A MINIMUM OF 3" DEPTH OF B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. APPLY GENERAL EARTHWORK Q 0 o � Y co 0 LARGE (2" MINUS) BARK MULCH. SUBMIT SAMPLE FOR APPROVAL. SOIL AMENDMENTS AND FERTILIZERS AGGORDING TO PLANTING SOIL ALL WORK SHALL BE LIMITED TO THE AREA REQUIRED FOR GONSTRUGTION. ALL SEEDING w N o r ° a °�� oo N `o v o �i. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF ONE MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES OF SOIL. FINISHED GRADES SHALL BE SMOOTH AND ROUNDED TO ENSURE A NATURAL TRANSITION THE FOLLOWING INFORMATION PROVIDES MATERIAL AND EXECUTION FOR SEEDING. >_ o m� 3 a 0 z UJW C7� J 3 � L co m O YEAR BEGINNING AT THE DATE OF ACCEPTANCE BY THE OWNER. REPLACE TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. BETWEEN NEW AND EXISTING GRADES. REFER TO GRADING AND DRAINAGE PLANS FOR W W CO CD ALL PLANT MATERIAL FOUND DEAD OR NOT IN A HEALTHY CONDITION 6. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE ADDITIONAL REQUIREMENTS. IF NATURAL TOPSOIL OGGURS AT VARYIN6 DEPTHS ON THE WETLAND SEED MIX FOR PERENNIALLY FLOODED OR SATURATED PERCENT OF o IMMEDIATELY WITH THE SAME SIZE AND SPEGIES AT NO COST TO THE LOOSENING. • - • • - OWNER. A. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND STICKS, PROJECT SITE. THE TOPSOIL SHOULD BE EXCAVATED AND STOGKPILED AT DE516NATED AREAS WITH WELL DRAINED SOILS POUNDS PER LIVE PURE LIVE z L 10. FINISH GRADES SHALL PROVIDE A SMOOTH TRANSITION WITH ADJACENT ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. STORAGE AREAS PRIOR TO THE PROPOSED 6RADIN6 OPERATIONS. COMMON NAME BOTANIGAL NAME SEED PER ACRE SEED IN MIX w SURFAGES AND ENSURE POSITIVE DRAINAGE IN AGGORDANGE WITH THE B. LEGALLY DISPOSE OF WASTE MATERIAL, INGLUDIN6 GRASS, SITE GRADING PLAN. VEGETATION, AND TURF, OFF OWNER'S PROPERTY. SITE ASSESSMENT ALKALI BULRUSH Bolboschoenus maritimus 2.4 10 m 11. AMEND EXISTING APPROVED TOPSOIL AT A RATIO OF THREE GUBIG 7. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM CONTRACTOR SHALL ASSESS THE EXISTING SOIL CONDITIONS TO IDENTIFY ANY INLAND SALT6RA55 Distichl YARDS OF APPROVED GOMPOST PER 1000 SQUARE FEET. ROTO-TILL SURFAGE PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN is s 0.8 10 picata , BARRIERS TO A SUCCESSFUL ESTABLISHMENT OF THE DESIRED SPEGIES DUE TO CONDITIONS MEADOW BARLEY Hordeu ORGANIC, MATTER A MINIMUM OF 6 INGHES INTO TOPSOIL. PLUS OR MINUS 1/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE m brachyatherum 4.6 10 12. FERTILIZE ALL TREES AND SHRUBS WITH 'A6RIF0RM' PLANTING TABLETS. RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH AT THE SITE. REFER TO ASMPR6M SECTION 3.3 FOR VISUAL AND FIELD ASSESSMENT SOIL MEADOW SEDGE Garex praegracilis OA 15 0 QUANTITY PER MANUFACTURER'S RECOMMENDATIONS. 6RADIN6 TO AREAS THAT GAN BE PLANTED IN THE IMMEDIATE FUTURE. GHARAGTERISTIGS. IF VISUAL ASSESSMENT OF SOIL INDICATES ANY UNUSUAL SOIL NEBRASKA SEDGE Garex nebrascensis 1.1 15 13. ALL PLANTING BEDS SHALL HAVE A MINIMUM 18" DEPTH OF TOPSOIL. 8. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER CONDITIONS, THE GONTRAGTOR SHALL HAVE THREE (3) SOIL TESTS PERFORMED BY A ROUGH BENT6RA55 A rostis scabra 0.2 20 oIm LAWN AREAS SHALL HAVE A MINIMUM 12" DEPTH OF TOPSOIL. SPREAD, THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT g CREATE MUDDY SOIL. QUALIFIED SOIL ANALYSIS LABORATORY. THESE RESULTS WILL DIRECT THE PREPARATION TUFTED HAIR6RA55 Descham sia saes itosa 0_5 20 GOMPAGT, AND FINE GRADE TOPSOIL TO A SMOOTH AND UNIFORM GRADE OF THE SOIL FOR THE REVEGETATION ACTIVITIES. p p 3" BELOW ADJACENT SURFACES OF PLANTER BED AREAS, I-1/2" BELOW cl• BEFORE PLANTING, OBTAIN LANDSGAPE ARGHITEGT'S AGGEPTANGE OF TOTAL 10.4 100 ADJACENT SURFAGES OF TURF SOD AREAS, AND I" BELOW ADJACENT FINISH GRADING; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE GONTRAGTOR SHALL ALSO ASSESS THE EXISTING HYDROLOGIGAL GONDITIONS IF ANY o K SURFACES OF TURF SEED AREAS. DISTURBED AFTER FINISH GRADING. AND THE PROPOSED TOPOGRAPHY OF THE PROPOSED POND. REFER TO ASMPRGM SECTION z 14. REUSE EXISTING TOPSOIL STOGKPILED ON THE SITE. SUPPLEMENT WITH 3.4 AND 3.5 FOR ADDITIONAL INFORMATION AND GONDITIONS. ' z IMPORTED TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. VERIFY FIBER MULCH MATERIAL SUITABILITY PERFORM SO 1 L AND TEST/,ANALY51 S AND PROVIDE ADDITIONAL I AMENDMENT TOPSOIL NOTES SITE PREPARATION GROW NUTRIBASE FROM QUATTRO ENVIRONMENTAL, A COMPOSTED POULTRY BASED MULGH MATERIAL FREE OF GROWTH OR GERMINATION INHIBITING INGREDIENTS. APPLY AT THE 'I g AS DETERMINED BY SOIL TESTS. TOPSOIL SHALL BE A LOOSE, FRIABLE, TOPSOIL REQUIREMENTS AND PREPARATION RATE OF 2000 LBS. PER ACRE. w SANDY LOAM, GLEAN AND FREE OF TOXIC, MATERIALS, NOXIOUS WEEDS, I. TOPSOIL REQUIREMENTS: ASTM D 5268, PH RANGE OF 5.5 TO 7, FOUR WEED SEEDS, ROCKS, GRASS OR OTHER FOREIGN MATERIAL AND A HAVE PERCENT 0R6ANIG MATERIAL MINIMUM, FREE OF STONES 1/2 INCH OR ORGANIC SOIL AMENDMENT z A PH OF 5.5 TO 7.0. IF ONSITE TOPSOIL DOES NOT MEET THESE MINIMUM LARGER IN ANY DIMENSION, AND OTHER EXTRANEOUS MATERIALS HARMFUL REUSE EXISTING TOPSOIL STOGKPILED ON THE SITE. SUPPLEMENT WITH IMPORTED GROW NUTRIBOOST FROM QUATTRO ENVIRONMENTAL (OR APPROVED EQUAL) APPLIED AT 5 Copyright 2020 STANDARDS, GONTRAGTOR IS RESPONSIBLE TO EITHER: TO PLANT GROWTH. TOPSOIL WHEN QUANTITIES ARE INSUFFICIENT. TOPSOIL REQUIREMENTS: ASTM D 5268, PH GALLONS PER AGRE. g w 2. TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE A rights reserved. Reproduction or use in any form o A) PROVIDE APPROVED IMPORTED TOPSOIL, OR RANGE OF 5.5 TO 7, FOUR PERCENT ORGANIC MATERIAL MINIMUM, FREE OF STONES I/2 INCH or by any means without written permission of 2 B) IMPROVE ON-SITE TOPSOIL WITH METHODS APPROVED BY THE SITE TO BE DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL Brockon Land Design,Inc.is unlawful and subject to 0 OR LARGER IN ANY DIMENSION AND OTHER EXTRANEOUS MATERIALS HARMFUL TO PLANT TAGKIFIER criminal prosecution. J LANDSGAPE ARGHITEGT. LOAM, SURFAGE SOIL, REASONABLY FREE OF SUBSOIL, CLAY LUMPS, GROWTH. w 15. IF IMPORTED TOPSOIL FROM OFF-SITE SOURCES IS REQUIRED, ENSURE IT IS BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STUMPS, 0R6ANIG TOPSOIL SOURCE: STRIP EXISTING TOPSOIL FROM ALL AREAS OF THE SITE TO BE MULCH TAGKIFIER SOIL STABILIZER - EGOLOGY GONTROLS M-BINDER. TAGKIFIER APPLIED a FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, REASONABLY FREE OF MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND OTHER AT THE RATE OF 80 LBS. PER AGRE. EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL DISTURBED. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL LOAM, SURFAGE SOIL, GRANITE SEED a SUBSOIL, GLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF SHALL BE SCREENED TO ACHIEVE THIS REQUIREMENT. REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE 16G7 WEST 2100 NORTH 0 ROOTS, STUMPS, STONES LARGER THAN 2 INGHES IN ANY DIMENSION, AND 3. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, FERTILITY OF ROOTS, STUMPS, ORGANIC, MATTER LARGER THAN 2 INGHES IN ANY DIMENSION, AND P.O. BOX 177 z OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. AND GENERAL TEXTURE BY A REG06NIZED GOMMERGIAL OR GOVERNMENT OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE LEHI, UTAH b4043 A) OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING G AGENCY'S FINDINGS AND SCREENED TO ACHIEVE THIS REQUIREMENT. I-800-768-4433 0 AGENCY AND COPIES OF THE TESTIN SIMILAR SOIL GHARAGTERISTIGS TO THOSE FOUND ON THE PROJECT GONTRAGTOR SHALL HAVE (3) TOPSOIL SAMPLES TESTS PERFORMED BY A QUALIFIED SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL-DRAINED SITES RECOMMENDATIONS SHALL BE FURNISHED TO THE ARGHITEGTS (OR APPROVED EQUAL) REPRESENTATIVE BY THE GONTRAGTOR. ALL TOPSOIL SHALL BE SOIL ANALYSIS LABORATORY. REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, WHERE TOPSOIL OCCURS AT A DEPTH OF NOT LESS THAN 4 INGHES. AMENDED TO ACHIEVE SPEGIFIED PH AND 0ROANIG REQUIREMENTS. FERTILITY AND GENERAL TEXTURE BY A QUALIFIED SOIL ANALYSIS LABORATORY AND DRILL SEEDING z B) REPRESENTATIVE SAMPLES SHALL BE TESTED FOR ACIDITY, RE-TEST TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS COPIES OF THE TESTING AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED DRILL SEEDING IS RECOMMENDED IN THE UPLAND AREAS WITH SLOPES LESS THAN 3:1. o FERTILITY, TOXICITY, AND GENERAL TEXTURE BY A RECOGNIZED HAVE BEEN MET. NO TOPSOIL SHALL BE PLAGED WHILE IN A FROZEN OR TO THE LANDSGAPE ARCHITECT'S REPRESENTATIVE BY THE CONTRACTOR. ALL TOPSOIL SEED DEPOSITION SHOULD BE GALIBRATED TO A DEPTH OF 0.25 TO 0.5 INCH. FULL SIZE OR 10 H GOMMERGIAL OR GOVERNMENT A6ENGY AND COPIES OF THE TESTING MUDDY CONDITION. SHALL BE AMENDED TO ACHIEVE SPEGIFIED PH AND 0R6ANIG REQUIREMENTS. RE-TEST COMPACT RANGELAND DRILLS ARE RECOMMENDED. DEPENDING ON SIZE, DRILLS CAN BE AGENCY'S FINDINGS AND RECOMMENDATIONS SHALL BE FURNISHED TO 4. PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THIGKNESS AS TOPSOIL PRIOR TO FINAL COMPLETION TO ENSURE REQUIREMENTS HAVE BEEN MET. NO PULLED BY TRACTOR OR ALL-TERRAIN VEHICLE. DRILL SEEDING SHOULD FOLLOW THE OWNER'S REPRESENTATIVE BY THE GONTRAGTOR. NO TOPSOIL SGHEDULED. PLAGE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL TOPSOIL SHALL BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION. GONTOURS IN TOPOGRAPHY TO MINIMIZE EROSION POTENTIAL. G0NTRAGT0R'5 OPTION TO SHALL BE DELIVERED IN A FROZEN OR MUDDY CONDITION. IMPORTED TOPSOIL REQUIRED TO BRING SURFAGE TO PROPOSED FINISH PLAGE TOPSOIL IN AREAS WHERE REQUIRED TO OBTAIN THICKNESS AS SGHEDULED. DRILL SEED OR HYDR05EED UPLAND AREAS. AGIDITY/ALKALINITY RANGE - PH. 5.5 TO 7.6. PLAGE TOPSOIL DURING DRY WEATHER. PROVIDE ADDITIONAL IMPORTED TOPSOIL REQUIRED 106RADE, AS REQUIRED. " I6. IMMEDIATELY GLEAN UP ANY TOPSOIL OR OTHER DEBRIS ON THE SITE 5. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: TO BRING SURFAGE TO PROPOSED FINISH GRADE, AS REQUIRED HYDR0SEEDIN6 CREATED FROM LANDSGAPE OPERATIONS AND DISPOSE OF PROPERLY A. LAWN AREAS: q INGHES MINIMUM OR AS NEGESSARY TO ACHIEVE MIX SPEGIFIED SEED AND 0R6ANIG SOIL AMENDMENT IN WATER PER MANUFACTURER'S OFF SITE. EVEN GRADES WITH SURROUNDING LAWN AREAS. COMPACTED TOPSOIL THICKNESS AT THE FOLLOWING AREAS: REG0MMENDATI0N5 APPLY SEEDED SLURRY EVENLY IN TWO INTERSEGTION DIRECTIONS. LI.J co a 17. TREES SHALL NOT BE PLANTED WITHIN THE 10'-0" CLEAR ZONE OF ALL B PLANTER BEDS: 18 INGHES MINIMUM GRASSES AND FORBS: 6 .INGHES MINIMUM o A.G.H.D. STORM DRAIN PIPE, STRUCTURES, OR B.FACILITIES. TREES SHALL DO NOT HYDR05EED AREA IN EXCESS OF THAT WHIGH GAN BE MULCHED ON SAME DAY. 6. FINE GRADE TOPSOIL TO SMOOTH EVEN SURFAGE WITH LOOSE, UNIFORMLYLIJ NOT BE PLANTED WITHIN 5'-0" OF AN A.G.H.D. SIDEWALK. FINE TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO FINE GRADE TOPSOIL TO SMOOTH, EVEN SURFAGE WITH LOOSE, UNIFORMLY FINE KEEP OFF ROADS, WALKS STRUCTURES AND AREAS NOT TO BE SEEDED. GLEAN UP THESE 2 O 10 15. ANY PERENNIAL TREES OR PLANTS THAT WILL EXTEND ROOTS DEEPER I MEET FINISH GRADES. FINISH GRADE OF TOPSOIL SHALL BE 2" BELOW TEXTURE. REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET FINISH GRADES. AREAS. O BEDS, INFILTRATION FACILITIES OR PIPING SYSTEMS. w THAN 1N TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH EROSION AND SHALL BE PROHIBITED OVER AGHD UNDERGROUND SEEPAGE FINISH GRADE OF PAVEMENTS AREAS FOR SOD AND I" FOR SEED EROSION AND SEDIMENT GONTROL PLAN. . AFTER HYDR0SEEDIN6 IN UPLAND AREAS, TRACK IN SEED U5IN6 A GLEATED GRAWLER WITH O (� 7. TOPSOIL STOCKPILE LOCATIONS TO BE COVERED COORDINATE WITH Iq. SEEPAGE BEDS AND OTHER STORM DRAINAGE FACILITIES MUST BE SEDIMENT CONTROL PLAN. TRACK MARKS PERPENDICULAR TO THE SLOPE. AFTER TRAGKED, MULCH SLOPE WITH 2O00 PROTECTED FROM ANY AND ALL CONTAMINATION DURING THE LBS. PER AGRE OF FERTILE-FIBER MULCH MATERIAL AND 80 LBS. PER AGRE OF TAGKIFIER. GONSTRUGTION AND INSTALLATION OF THE LANDSGAPE IRRIGATION 8. ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER ALL GRAVEL, SUBBASE, AND OTHER IMPORTED FILL MATERIALS OTHER THAN TOPSOIL AFTER HYDR0SEEDIN6 IN WETLAND AREAS, DO NOT TRACK IN SEED U5IN6 A CLEATED Q SYSTEM. THAN TOPSOIL SHALL ONLY BE STOGKPILED IN PROPOSED IMPERVIOUS SHALL ONLY BE STOCKPILED IN PROPOSED IMPERVIOUS AREAS. NO GRAVEL OR ROCK GRAWLER. AFTER SEEDING, MULGH AREA WITH 2O00 LBS. PER AGRE OF FERTILE-FIBER _ 20. IN THE EVENT OF A DISCREPANCY, NOTIFY THE DESIGN PROFESSIONAL AREAS. NO GRAVEL ROCK MATERIALS SHALL BE STOCKPILED OR TEMPORARILY PLAGED MATERIALS SHALL BE STOGKPILED OR TEMPORARILY PLAGED IN PROPOSED LANDSGAPE MULCH MATERIAL AND 80 LBS. PER AGRE OF TAGKIFIER. IN PROPOSED LANDSGAPE AREAS TO PREVENT IMMEDIATELY. LANDSGAPE AREAS FROM BEING GONTAMINATED WITH ROGK MATERIALS. AREAS TO PREVENT LANDSGAPE AREAS FROM BEING CONTAMINATED WITH ROCK LIJ GONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO MATERIALS. CONTRAGTOR SHALL SUBMIT A DETAILED STOCKPILE PLAN TO LANDSGAPE SEEDING TIME O Z LANDSGAPE ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY ARGHITEGT AND OWNER FOR APPROVAL PRIOR TO ANY EARTHWORK OPERATIONS. THE OPTIMAL SEEDING TIME SHALL BE IN FALL, BETWEEN MID SEPTEMBER AND MID WEEDABATEMENT NOTES: EARTHWORK OPERATIONS. OGTOBER. IF SEEDING IS APPLIED TOO EARLY OR TOO LATE AND PROPER GERMINATION IS TOPSOIL DISTRIBUTION NOT REALIZED PRIOR TO FALL DORMANGY, THEN RESEEDING SHALL BE APPLIED IN EARLY 1. ALL AREAS TO BE PLANTED OR HYDROSEEDED SHALL HAVE WEED SPRING, AS SOON AS SOIL IS WORKABLE (NOT MUDDY) BETWEEN MARGH AND MID MAY. THIS F ABATEMENT OPERATIONS PERFORMED ON THEM PRIOR TO PLANTING OR LANDSCAPE ONGE THE GENERAL EARTHWORK IS COMPLETE AND ROUGH GRADING HAS BEEN PLANTING TIME PROVIDES THE OPTIMUM WEATHER CONDITIONS FOR SEED GERMINATION AND C)HYDR0SEEDIN6. D�( -APE AREA AGGOMPLISHED, THE TOPSOIL SHOULD BE REDISTRIBUTED OVER THE AREA TO MINIMUM 5EEDLIN6 SURVIVAL RATE. SEEDING AFTER NOVEMBER 20, 'DORMANT 5EEDIN6' INSURES 2. GONTRAGTOR SHALL SPRAY ALL EXPOSED WEEDS WITH ©ROUND-UPA ��/// DEPTHS AS SPEGIFIED. WHERE NEEDED, SLOPES SHOULD BE GRADED WITH SERRATION TO CD (GONTAGT HERBICIDE) OR APPROVED EQUAL. HOLD TOPSOIL ADEQUATELY. TOPSOIL SHOULD BE SPREAD AND LIGHTLY GOMPAGTED THAT THE SEED DOES NOT GERMINATE PRIOR TO FREEZING WINTER TEMPERATURES AND ZIr Q 3. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. REMOVE EXPOSED PREPARATION NOTES. SEED SHOULD BE IN PLAGE FOR THE EARLY SPRING RAINS. L �- WEEDS FROM THE SITE. UTILIZING A SMALL CLEATED TRACTOR MOVING PERPENDICULAR TO THE CONTOURS OR 4. GONTRAGTOR SHALL OPERATE THE AUTOMATIC, IRRIGATION SYSTEM FORA ANOTHER METHOD WITH EQUAL CAPABILITY. IT IS OUR RECOMMENDATION THAT ANY 1. LIMIT TURF 5UB6RADE PREPARATION TO AREAS TO BE PLANTED. NEGESSARY MEGHANIGAL MEANS OF EROSION CONTROL BE IN PLAGE PRIOR TO BEGINNING TEMPORARY SUPPLEMENTAL IRRIGATION PERIOD OF FOURTEEN (14) DAYS. AT GONGLU51ON OF THIS WATERING 2. NEWLY GRADED SUB61RADES: LOOSEN SUB6RADE TO A MINIMUM DEPTH OF 4 SITE DISTURBANGE. THE GONTRAGTOR SHALL PROVIDE SUPPLEMENTAL IRRIGATION IN SITUATIONS WHERE U J O PERIOD, DISCONTINUE WATERING FOR THREE TO FIVE (3-5) DAYS. INGHES. REMOVE STONES LARGER THAN I INCH IN ANY DIMENSION AND ONGE TOPSOIL HAS BEEN DISTRIBUTED AND GRADED, REVE6ETATI0N SEEDING SHALL IMMEDIATE VEGETATION ESTABLISHMENT IS DESIRED, SUCH AS H16HLY VISIBLE SITES OR ^ z -0 5. APPLY SEGOND APPLIGATION OF ©ROUND-UPo TO ALL EXPOSED WEEDS. STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY FOLLOW IMMEDIATELY. IN ORDER TO ELIMINATE SURFAGE GRUSTIN6 AND TO FAGILITATE EROSION PRONE AREAS OR WHERE IT MAY BE NECESSARY FOR SEEDLING ESTABLISHMENT. CD APPLY IN STRICTBETTER ROOT PENETRATION GONFORMANGE WITH MANUFACTURER'S SPECIFIGATIONS DISPOSE OF THEM OFF OWNER'S PROPERTY. O � AND INSTRUCTIONS. DO NOT WATER FOR AT LEAST SEVEN (7) DAYS. A. SPREAD PLANTING SOIL TO A DEPTH OF 12 INGHES IN TURF AREAS AND , THE SURFAGE SHOULD BE SCARIFIED PRIOR TO SEEDING. SEEDED AREAS SHOULD BE IRRIGATED USING OVERHEAD SPRAY OR ROTOR IN-GROUND E o REMOVE WEEDS FROM THE SITE. 18 INGHES AT SHRUB BED AREAS BUT NOT LESS THAN REQUIRED TO MEET SPRINKLER IRRIGATION SYSTEM. IT IS RECOMMENDED THAT, IF USED, THE IRRIGATION BE 6. IF ANY EVIDENCE OF WEED GERMINATION EXISTS AFTER TWO (2) FINISH GRADES AFTER L16HT ROLLING AND NATURAL SETTLEMENT. DO COMPOST ADDITION TO THE TOPSOIL CONTINUED FOR AT LEAST TWO (2) SEASONS. SEE IRRIGATION PLANS. � APPLICATIONS, GONTRAGTOR SHALL BE DIRECTED TO PERFORM A THIRD NOT SPREAD IF PLANTING SOIL OR 51JB6RADE IS FROZEN, MUDDY, OR APPLIGATION. EXGESSIVELY NET. GOMP05T ADDITION RATES WILL BE DEPENDENT ON THE QUALITIES OF THE GOMP05T AND W GENERAL MAINTENANCE AND MONITORING U 7. AT THE TIME OF PLANTING AND HYDR0SEEDIN6, ALL PLANTING AREAS B. SPREAD PLANTING SOIL OVER LOOSENED SUB6RADE. THE QUALITIES OF THE TOPSOIL. GOMP05T APPLIGATION RATES SHALL BE DETERMINED BY THE CONTRACTOR SHALL MAINTAIN THE SITE FOLLOWING REVEGETATION FOR THE 0 SHALL BE WEED FRee. G. REDUCE ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS GONSULTATION WITH A QUALIFIED RECLAMATION SPEGIALIST, A6RIGULTURAL PROFESSIONAL PERIOD OF TWO (2) YEARS. THIS INCLUDES REMOVAL OF VOLUNTEER TREES AND SHRUBS, > OF SOD OR SEED. OR A REPRESENTATIVE OF THE COMPOST PRODUCER. GONTRAGTOR SHALL HAVE ONE (1) SAMPLE OF THE COMPOST TESTED BY A QUALIFIED SOIL ANALYSIS LABORATORY. LITTER CONTROL, WEED GONTROL AND MOWING OF TALL GRASSES AT THE DISCRETION OF W 3. UNGHAN6ED SUB6RADE5: IF TURF IS TO BE PLANTED IN AREAS UNALTERED AGHD STAFF. MOWING SHOULD ONLY BE PERFORMED WHERE F0RB5, SHRUBS AND TREES OR UNDISTURBED BY EXGAVATIN6, GRADING, OR SURFAGE-SOIL STRIPPING ARE NOT PLANTED. O OPERATIONS, PREPARE SURFAGE SOIL AS FOLLOWS: IF APPLYING COMPOST, LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. A. REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO PROVIDE WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS ACCORDING TO SITES SHALL BE VISITED EVERY TWO (2) WEEKS FOR MONITORING AND ASSESSING THE ` D SURFAGE SOIL. O SEEDING SUGGESS. VISUAL ASSESSMENT BY TRAINED PERSONNEL SHOULD OGGUR SEVERAL r B. LOOSEN SURFAGE SOIL TO A DEPTH OF AT LEAST 6 INGHES. PROVIDE PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO TOP 6 INGHES F SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE. APPLY SOIL AMENDMENTS DIRECTLY TIMES OVER THE THE NEXT TWO (2) GROWING SEASONS FOLLOWING THE REVEGETATION C WEED ABATEMENT PROCEDURE. APPLY SOIL AMENDMENTS AND PROJECT. VISUAL ASSESSMENTS SHALL INCLUDE ESTIMATIONS OF VE&ATATIVE COVER AND FERTILIZERS AGG0RDIN6 TO PLANTING SOIL MIX PROPORTIONS AND MIX TO SURFAGE SOIL BEFORE LOOSENING. THOROUGHLY INTO TOP 6 INGHES OF SOIL. TILL SOIL TO A ESTABLISHMENT, VEGETATION SPEGIES GOMPOSITION, SOIL GONDITIONS AND HYDROLOGIGAL U HOMOGENEOUS MIXTURE OF FINE TEXTURE. REFER TO A5MPR6M SECTIONS 4.1.2 AND 4.1.3 FOR ADDITIONAL INFORMATION. GONDITIONS. VISUAL ASSESSMENT WILL IDENTIFY PROBLEM AREAS WHERE REVEGETATION W W v G. APPLY SOIL AMENDMENTS DIRECTLY TO SURFAGE SOIL BEFORE AND SITE PREPARATION EFFORTS WILL BE REQUIRED. SITES SHOULD BE MONITORED FOR a a 0:o= ycr a LOOSENING. o °y U. J.Ly �Z 4 PROBLEMATIC SOIL CONDITIONS PRESENGE OF NOXIOUS WEEDS AND INVASIVE SPEGIES. REAPPLY HERBICIDE AS NEEDED yW c C o J O D. REMOVE STONES LARGERSITE INVESTIGATION AND TOPSOIL ANALYSIS MAY INDICATE THE NEED FOR THAN I INCH IN ANY DIMENSION AND STICKS, \� W m Q o 0 0 FOLLOWING MANUFACTURERS GUIDELINES AND MAINTENANCE PERSONNEL EXPERTISE. OTHER Z W�U.z ROOTS, TRASH, AND OTHER EXTRANEOUS MATTER. o W o o E. LEGALLY DISPOSE OF WASTE MATERIAL, INCLUDING GRASS, VEGETATION, REMEDIATION OF PROBLEMATIC SOIL CONDITIONS SUCH AS GOMPACTION OR NUTRIENT P05T-M0NITI0RIN6 METHODS ARE ESGRIBED IN A5MPR6M SECTION 8 AND SHOULD BE R24 R W WLL AND TURF, OFF OWNER'S PROPERTY. EXCESSES OR DEFIGIENGIES. SEE A5MPR6M SECTION 4.2 FOR ADDITIONAL REQUIREMENTS. FOLLOWED. I m a$ a o m No Q�2� 6, RESEEDING EFFORTS SHALL FOLLOW THE SPEGIFIED SEED MIXES FOR THE PROJEGT Jack o W C 4. FINISH 6RADIN6: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFAGE ALONG WITH RECOMMENDATIONS FROM ASMPR6M SECTION 6. Q Z W PLANE WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR WEED ABATEMENT MINUS I/2 INCH OF FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND x FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISH GRADING TO ALL AREAS TO BE PLANTED OR SEEDED SHALL HAVE WEED ABATEMENT OPERATIONS REVISIONS AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE. PERFORMED ON THEM PRIOR TO PLANTING OR SEEDING. No. Date Description J 0 5. MOISTEN PREPARED AREA BEFORE PLANTING IF SOIL IS DRY. WATER o THOROUGHLY AND ALLOW SURFAGE TO DRY BEFORE PLANTING. DO NOT % GREATE MUDDY SOIL. Q 6. BEFORE PLANTING, OBTAIN LANDSGAPE ARGHITEGT'S ACCEPTANCE OF FINISH ` v 6RADIN6; RESTORE PLANTING AREAS IF ERODED OR OTHERWISE DISTURBED r AFTER FINISH GRADING. PROJECT NO.: 7. DO NOT SOW IMMEDIATELY FOLLOWING RAIN, OR WHEN GROUND IS TOO DRY. Ir 20036 C TEMPERATURE SHALL BE BETWEEN 55 F AND G5 F FOR A 24 HOUR PERIOD. B WIND SHALL BE LESS THAN 5 MPH. DRAWN BY: CW Z CHECKED BY: c� 0 JB _ DATE: J 0 03-24-2020 w 0 o0 SHEET NUMBER A L_ I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGINAL SURVEY ON FILE AT XXX I E E E PRELIMINARY LANDSCAPE LEGEND 5 ` NOT FOR \ EF J I w \,A \ PLANTS TO BE INSTALLED E� E I W W W W\\W \ `\ O N ST R U CT I O E E N4 :* \ 4 `+ + V ` \ O 8 W 2 \ z \ VISION TRIANGLE Q E E GG W \ o E 1 \ GUT EDGE AS DETAILED E I E E W W W W \W V \ \ \ E CC W W W W \ Y = M \ \ \ X X 6'-O" CLOSED VISION VINYL FENCE E E ML \ m E E W W W W W C `• y� W W W\ \ L O C C 0 \\ 6'-O" OPEN VISION WROUGHT IRON FENCE I Nil CnoWE W W W W L C� C W PROPERTY LINE (VERIFY) EW W � a o N C C r,QUANTITYa� oO c ocoPLANT IDENTIFICATION KEY 7 2 W W W ,,, �, o 0 0 z =CU E E ; W W W W C V o t.y ll LOON O O Fn < f E •W W W W W W W �V U J W U L J 3 L (Df0 O W W W W W W W W WTURF SOD OVER Z W E E+ W F o . . . . . . 3 � a mc� N \ W W W W APPROVED TOP SOIL AS I Q E E E } Q \ - Z y \\ \ W W W W W W W W SPECIFIED. 01� _} E W E E W \ w L I I 1L1 (k/ E � \ ❑ I; EXISTING AGHD E310 SWALE N E E E E E W \ o III \ TO REMAIN. PRESERVE, z E O < \ . \ PROTECT, AND REPAIR E E E+ + ,W O \ w PER AGHD SPECIFICATIONS AS NECESSARY. E E (D \\ o �! I 3" DEPTH OF 2" MINUS BARK I * E * I W \ m MU LGH OVER APPROVED I E MI E E I \ o AREA ONE TOPSOIL AS SPECIFIED. I E•E + < � ML \ E Z K 4 E E E W U " GRUSHED BASALT @ 5" DEPTH GG `� z Z E E E 1 E •W ' z OVER EXISTING 20 WIDE SECONDARY ACCESS PER CIVIL E E E W JB W PLAN. ML E E E I I o fJ E + w E E E E w 114,1 AGHD SEED MIX. SEE NOTES ON + No 5 SHEET L1.2 FOR SPEGIES AND E 18 E L1.4 Copyright©2020 x Z NOTES E AG All rights reserved. Reproduction or use in any form o E or by any means without written permission of 2 E E Breckon Land Design,Inc.is unlawful and subject to 0 J1 5 criminal prosecution w PROPOSED BUILDING. L1.4 E+ F 11.4 x a T REFERENCE MAP REFERENCE ARCHITECTURE E� E EjL a .b 9 e E3 » o W W W W N AREA ONE NOT TO SCALE W W W W W W W W W W W W E E W W W W W W W WI 9 W Q y E * W+ W W W W W + W W + E W W W W W W O ■ W W W W W W W W W W Z CALLOUT LEGEND WWWWW W W W W E W W W W W N x 1 GLEAR VISION TRIANGLE. DIMENSIONS PER CITY CODE II-3A-3. 1 � a - 1 1 0 1 w 1 5 1-1.4 3 w 2 TOT LOT ON SOFT FALL SURFACE WITH BENCH SEATING, TBD AP —M AP M W H 3 PROPOSED 6'-O" CLOSED VISION VINYL FENCE I Z N 4 PROPOSED 6-0" OPEN VISION WROU6HT IRON FENCE JB w S O LL 55 EASEMENT. REFERENCE GIVIL o MONUMENT SIGN SIDEWALK -- '� SIDEWALK w co 6 1 — Q 2 PROPOSED TOWNHOUSE LOT. ZERO LOT LINES AND SETBACKS W Welo I I I o 7 PER MUNICIPAL GORE II-2A--7 ` W ■ • • W $ :E GOMMONLOT W W O w O W G W I W O w O + 01 7 W 6 W O 1 5 I W W AG W W ■ � I L1.4 ,a 9 8 z o 5 W BLOC z W + 5 + PLANT SCHEDULE 3 �G 2L1.4 W W W W L1.4 PA z Q QTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLAS PI PA BT 3 W ' W 3 3 5 3 5 O PI W W 3 3 3 3 3 3 L1.4 Q DECIDUOUS SHADE TREES 1 4 5 -7 6 W W I PI BT GA GO GA PI BT Go BT GA 3 IF21 AG Acer platanoides 'Crimson King' Crimson King Maple 2" GAL. B$5 45'H x 35'W II 1 Lq4 AP HP GA W . 2 �� PI 0 21 AP Acer plantanoides 'Columnar' Columnar Norway Maple 2" GAL. B$B 45'H x 35'W II Iv.. L1.4 14 GB Gar inus betulus 'Fasts iota' ramidal European Hornbeam 2" GAL. B45 50'H x 40'W o * * ,o. + . LIJ 7 + W W W• W W • • � _ W - � + W O QO+ ORNAMENTAL TREES W • W • W W W • •W• W W W LIJ I ' I 15 GG Gerci9 canadensis Eastern Redbud 2" GAL. B8B 25'H x 20' W I SIDEWALK 3 SIDEWALK 1 Q 13 ML Malus 'S rin Snow' Spring Snow Graba le 2" GAL. BffB 20'H x 20' W 1 — 1-1.4 o v SHRUBS/PERENNIALS/ORNAMENTAL GRASSES 12 BT Berberis thunbergii 'Lime 6low' Lime blow Japanese Barberry #2 5'H X 4'W 3 6 6 6 1 36 6 — — O CD oN 30 GA Galamagrostis x acutiflora 'Overdam' Overdom Feather Reed Grass #1 61-1 x 3'W RO GS SS SS PA N Rol N SS CS CS SS RO A SS SS GS GA AP SS GS RO L�.4 E O q co Gornus olbo 'Grmizam' Creme de Mint Dogwood #2 5'H X 5'W — — — — — — Q — — — — — — — — — `V 33 GS Gornus sericea 'Kelesyi' Red-Oiser Dogwood #2 2.5'H X 2.5'W I — — Q_ 0 N q PA Picea abies 'Punch' Pusch Dwarf Norway Spruce #5 2'H X 3'W 18 PI Physocorpus opulifolius 'Center 6low' Center Glow Ninebark #2 2'H X 2'W I 1 14 RO Rosa x 'Rodtko' Double Knock Out Shrub Rose #2 3'H X 3'W V1. FRANKL 1 N R AD UJ 44 SS Salvla x 5I.4Ive5trI5 'Maq NI ht' Mau Ni ht Salvia #1 151-1 X l5W \ J °�' LLJ C ISS SS SS SS o L 3 T LANDSCAPE PLAN U N AREA ONE a�o y T 30 O 30- 60 q0 c y�W�U2� �WC= W SCALE: I - 30-0 y W p C o z �� WmQ0C9�1: O � ZUJIWZR� LL p CN) CQ aC9QCWW sss R .JI�O'CgZW C 2 Q?>W g x REVISIONS No. Date Description J O 003 N Q (D PROJECT NO.: 0 20036 B 3 DRAWN BY: CW z CHECKED BY: 5 m JB L a DATE: J 0 03-24-2020 I J o0 SHEET NUMBER N A L1.2 0 L !Z i 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGIXA_ SJRVEY ON TIX- AT XXX N \ LANDSCAPE LEGEND I PRELIMINARY \� \ NOT FOR PLANTS TO BE INSTALLED CONSTRUCTION� w Z3(D 0 v v VISION TRIANGLE \ 0 \ \ W -------------------- GUT EDGE AS DETAILED \ �� \ ` M X X 6-0" CLOSED VISION VINYL FENCE \ \\ g 6'-0" OPEN VISION WROUGHT IRON FENCE \ 0 o a \ >T co PROPERTY LINE (VERIFY) \ �L E E = a n w I QUANTITY I m M a 0 0 M v L L C Nam' OO C Yc, O L W ML PLANT IDENTIFICATION KEY ` w 0 0Z u W LaoN 0 0 V A � a Z > � o m._ � 3N °a a C5 6 3 3 � L cc m 0 1 r TURF SOD OVER \ d% I \ . . . . . . W W co W � I .J �I I�r� —� �`•� APPROVED TOP SOIL AS _ _ AG \ - z SPECIFIED. I 1 \\ w 0 \ EXISTING AGHD BIO SHALE \ O \ \ TO REMAIN. PRESERVE, V A PROTECT, AND REPAIR a V PER AGHD SPEGIFIGATIONS \ AS NECESSARY. A 0 ' DEPTH OF 2" MINUS BARK I 6 A ` MULCH OVER APPROVED I AP 1-1.4 \ d A 0 TOPSOIL AS SPECIFIED. \ ` 0 I" CRUSHED BASALT @ 3" DEPTH \ \ Z OVER EXISTING 20' WIDE \ S �� V w SEGONDARY ACCESS PER CIVIL w - - - - - PLAN. \ v v V_- AGHD SEED MIX. SEE NOTES ON SHEET L I.2 FOR SPECIES AND \ I \ AP \ Copyright©2020 Z NOTES \ \ All rights reserved. Reproduction or use In any form 0 or by any means without written permisslon of 2 \ Breckon Land Design,Inc.is unlawful and subject to 0 d0 \ criminal prosecution. w J \ O REFERENCE MAP PROPOSED BUILDING. \ T REFERENCE ARCHITECTURE I o \\ o z N AREA TWO NOT TO SCALE + � v \ o W W O \ ` CALLOUT LEGEND W I \ . W W AG \ Q 1 CLEAR VISION TRIANGLE. DIMENSIONS PER CITY CODE II-3A-3. W Z LU 2 TOT LOT ON SOFT FALL SURFACE WITH BENCH SEATING, TBD I W'� W } W W W W \ o HW � - W W W W \ \ d 3 PROPOSED 6'-0" CLOSED VISION VINYL FENCE I 10 Q W W W W W W v \ �� `\ 0 4 PROPOSED 6-0" OPEN VISION WROUGHT IRON FENCE W W W W \W \ \ W W Y W F 5 EASEMENT. REFERENCE C I V I L W w O W W W W W W W W W W \\W \ \\ r n 0 v♦ W 6 MONUMENT SIGN O \\ PROPOSED TOWNHOUSE LOT. ZERO LOT LINES AND SETBAGKS I 2 W W W W w Q 0 7 PER MUNICIPAL CODE I I-2A--7 I GG W 1I11II `// -BLOCK W 1 W \\ 5 W Y W W W W \ / O 0 OCOMMON LOT 3 f— Q ML W W Q GW Ll l W W W W \W Q I W W W W W W W W W W WY W W W W W W W W W W W W W \ W \ `\ w PLANT SCHEDULE W W W� �� / Z Q 1 5 `\ O OTY. KEY BOTANICAL NAME COMMON NAME SIZE NOTES CLASS1 GB 5 \ Q DECIDUOUS SHADE TREES L1.4 F I v 2-7 AGAcer platanoides 'crimson King' Crimson King Maple 2" GAL. BffB 45'H x 35'W II 2 WEST FERU61 A STREET 10 5 4 Q 21 AP Acer plantanoides 'columnar' Golumnar Norway Maple 2" GAL. E34E3 45'H x 35H II I GB O JB 1-1.4 1-1.4 3 d `\ W 14 GB Gar inus betulus 'Fasti iata' Pyramidal European Hornbeam 2" GAL. BffB 50'H x 40'W II GA n\ LPL 0 ORNAMENTAL TREES ` n w Uj Q � 15 GG Gercis canadensis Eastern Redbud 2" GAL. BdB 25H x 20' W I e 9 W W F F 9 \ 0 13 ML Molus 'Spring Snow' Sprincl Snow Groba le 2" GAL. E34E3 20'H x 20' W I e E ` U U z SHRUBS/PERENNIALS/ORNAMENTAL GRASSES I 1F F F E 6 ss \\ CDrn 0 12 BT Berberis thunbergii 'Lime Glow' Lime Glow Japanese Barberry #2 5'H X 4'W I F 5 3 \ �+/ O E 0 30 GA Golomagrostis x acutiflora 'Overdam' Overdam Feather Reed Grass #I 6'H x 3'W F F L1.4 F e GIs C Q 0 Cl GO Gornue, alba 'Grmizam' Creme de Mint Dogwood #2 5'H X 5'H �j \ � 33 GS Gornus sericea 'Kelesyi' Red-Olser Dogwood #2 25H X 2.5'H F \ a PA Picea abies 'Punch' Punch Dwarf Norway Spruce #5 2'H X 3'W F E''E 7 F+ \\W \ \ -C 18 PI Physocorpue, opulifolius 'Center 6low' Center Glow Ninebark #2 2'H X 2'W e O \ \�S \ L1j 14 RO Rosa x 'Radtko' Double Knock Out Shrub Rose #2 3'H X 3'H 5 F E e e Q s 44 SS Salvia x s Ivestrls 'Mau NI ht' MOL4 Ni ht Salvia #I I51-1 X 15W LLJ D v� O E E + \ \ ` 5 v D � If � T LANDSCAPE PLAN U N 30 0 30 AREA two 6 0 q0 W a a o= y � 0W SHALE: I"= 30'-0" y R'Lou- U Z _ yWCp0JLU O �� H ZV%W?all: / � Cx) po �Rt9QCWW LL / V x REVISIONS Q No. Date Description J 0 ^ o 0— Q U T PROJECT NO.: 0 Ir 20036 Q B DRAWN BY: CW Z CHECKED BY: U JB _ DATE: J 0 03-24-2020 LL.I 0 0 Ir o0 SHEET NUMBER 0, L1.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ORIGIXA_ SJRVEY ON TIX- AT XXX ` PRELIMINARY NOT FOR CONSTRUCTIOIN = LIMB TREE TO 8-O z ABOVE SIDEWALK o GRADE w 0 GROUNDGOVER o PLANTING PER PLANS w a K BARK MULCH LAYER - 3" DEPTH OF MULGH AT o M M PLANTER BEDS 11 ° 3 DEPTH. SET ROOT 8» 2 0 o BALL I" ABOVE ADJAGENT FINISH 00 10 00 co co oL E -mo oCLOUN 3 0 w 00 GRADE _ _ _ _ _ _ _ a) E 00 o i 4" 4>' TREE ROOT BARRIER- ^� p w N o r a a N z 0 1/2 ABOVE GRADE - - FINISH GRADE y -i �� 3 N r AMENDMENTS AS OSPEG�D SDO I L t� �w` c�� 3 � r cCOo � o I 3LLa coC7 FINISH GRADE, _ o PER PLANS GUT EDGE - • • VA/�ob600� a o A�-L I I I I I 1111111 I 11111111 I I w GOMMERG I AL FERTILIZER PLANTER BED CUT E D G E 4 TABLETS NOT TO SCALE f ivviowviivviivviivviivviiv a ��i� (TYP I CAL AT TREES I N TURF AREAS) Ill MINUS DRAIN GRAVEL AIR AND WATER o XA\XA�/�A�/�A�AA/ / /�A� =i INFILTRATION PIPE, 4 PERF. PIPE (TYP) o 111 I I UNDISTURBED SUBSOIL z K BAGKFILL WITH APPROVED TOPSOIL AND SOIL o AMMENDMENTS AS SPEGIFIED. BAGKFILL IN 6 96" ON CENTER ' z LIFTS, WATER EACH LAYER, TAMP LIGHTLY AS EXTRUDED POST GAP w REQUIRED, BAGKFILL SOIL EVEN W/ TOP OF (STANDARD OPTION) 91" MAXIMUM SPAN w FOOTBALL, DO NOT OVER GOMPAGTII N 'I 1-1/2" x 5-1/2" BOTTOM RAIL _ ° NOTE: WITH 1.5"X 1.25" 1 w I. PLANT TREE IN CENTER OF WELL. GALVANIZED METAL INSERT HOLD TOP AND BOTTOM z 2. REFER TO DEGIDUOU5 TREE PLANTING FOR ADDITIONAL -7/8" U-GHANNEL RAILS IN PLACE WITH Copyright CO 2020 z INFORMATION AND REQUIREMENTS. LOCK RING. AI rights rese ved. Reproduction or use in any form o or by any means without written permission of 2 REMOVE TOUNGE ON ONE 12" Breckon Land Design, nc.is unlawful and subject to 0 D SIDE PANEL TO SIT 4 CONCRETE MOWSTRIP criminal prosecution E C I D U O U S TREE IN PLAZA w J � FLUSH AGAINST POST w PLANTERNOT TO SCALE N CONCRETE FOOTING SCORE JOINT AT EAGH ° KEEP GROUND LINE SAME AS NURSERY LINE POST F REMOVE ANY PLA5TIG, BURLAP, NAILS, OR FENCE POST, SET POST z OTHER MATERIALS FROM THE FOOTBALL PRIOR TO INSTALLATION w WHIGH MAY LIMIT ROOT GROWTH �/8" x 6" TOUNGE AND OF MOWSTRIP i GROOVE PICKET o CONSTRUCT 2 EARTH BERM TO FORM AIc x 5-I/2 BOTTOM RAIL PLAN VIEW N10 I"I WATER RETENTION BASIN, FILL BERM WITH WITH 1.5"X 1.25" I-I/2 5" SQUARE VINYL FENCE a MULCH, AS SPEGIFIED GALVANIZED METAL INSERT N `� POST WITH GALVANIZED MULCH, PER PLANS, 3" DEPTH OVER ENTIRE < METAL INSERT (TYPICAL) ' BED. DO NOT GOVER GROWNS OF PLANTS I I =III= ° SET FINISH GRADE AS III-III 1I 12" WIDE CONCRETEJ I I I II=III - SPEGIFIED PROVIDE DEWITT PRO 5 WEED BARRIER MOWSTRIP III-III rn w FABRIC OR APPROVED EQUAL I I I N 1 1I CONCRETE FOOTING AS w c J z - I11I1 a 1 SPEGIFIED J s PROVIDE GOMMERGIAL FERTILIZER TABLETS11I - AND BIOSTIMULANT, AS SPEGIFIED, FOR EACH NOTES: =III- 2LL I I I III 11 III SHRUB I. REFER TO LAYOUT PLAN FOR MOW STRIP -11I-1 6" AGGREGATE BASE O w (� 2. LOCATIONS. III- - GOMPAGTED SUB-GRADE BAGKFILL WITH APPROVED TOPSOIL AND SCORE JOINTS 0 I O' O.G. OR AT EACH POST. =1 1- O WIDTH OF SOIL AMENDMENTS, AS SPEGIFIED. BAGKFILL T 3. INSTALLATION TO BE COMPLETED IN 1 < I 1 6" FOOTBALL 6" 1 1„ y LLJ IN 6" LIFTS, WATER EAGH LAYER, DO NOT ACGORDANCE WITH MANUFAGTURER'S 32 3� TAMP OR OVER GOMPAGT. 5PEGIFIGATION5. Q Q 4. MATCH VINYL FENGE TO EXISTING VINYL — NOTE: GONSTRUGT 6 MOUND OF TOPSOIL FENCE ON BERM OF ADJAGENT PROPERTIES I. WATER SHRUB TWIGS WITHIN FIRST 24 HOURS. VINYL FENCE PANEL Z w 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFACTURER'S RECOMMENDATIONS TO ALL GROUNDGOVER BEDS. 5 O SHRUB PLANTING LGAL� 2 NOT TO SCALE Q F C U zcr CD w o w >_ MOUNTING 2 1/2" TUBULAR STEEL 4" O.C. BRACKET (TYP) SUPPORT PICKET 6'O.G. v 0 7 A = LENGTH, AS SPEGIFIED r� o OR PER PLANT SCHEDULE o HOLLOW STEEL PICKETS o y. P m � `� Q O E B = 85% OF A o Z z Q + Q IL I" HOLLOW STEEL I- o w s PLAN VIEW FINISH GRADE PER PLANSCo > EDGING, PER PLANS AND DETAILS C° E6 W c GROUNDGOVER PLANTING PER PLANTING cV (I)-I 3/4" HORIZONTAL PLAN HOLLOW STEEL RAIL D � 6' O.C. 8 X 24" MULCH, PER PLANS, 3 DEPTH OVER 4' ENTIRE BED. DO NOT COVER CROWNS OF NOTE: CONCRETE FOOTING PLANTS — v M — — GONTRAGTORS ARE RESPONSIBLE FOR SHOP DRANIN65 TO BE REVIEWED BY LANDSGAPE ( 1 SPLIT ALL ROOT BOUND ROOTS WITH 3 ARCHITECT BEFORE INSTALLATION. WROUGHY IRON GATE TO BE PAINTED W/ ELEGTO v �� EQUAL SPAGED VERTICAL GUTS. STATIG PAINT - GOLOR AS DIREGTED BY OWNER. , W W y _ 1 TILL SOIL TO A DEPTH OF 12 BAGKFILL y - 11 1—I 11—I 11—I 11—I 11—I 11—I 11 WITH APPROVED TOPSOIL AND SOIL WROUGHT IRON FENCE �� °0 Q° °' AMENDMENTS, AS SPEGIFIED. �� Z Q W W III III III III— III III III 2W�"z�� III 111 111—III LL ma- Qom DEWITT PRO 5 WEED BARRIER FABRIC J a v g W 6, SECTION OR APPROVED EQUAL 1 5UBGRADE X NOTES: REVISIONS I. ALL 6ROUNDGOVER PLANTS TO BE PLANTED ON CENTER AND IN A TRIANGULAR No. Date Description PATTERN. J 0 2. APPLY SPEGIFIED PRE-EMERGENT PER MANUFAGTURER'S REGOMMENDATIONS TO ALL 6ROUND6OVER BEDS. a_ C� PERENNIAL & GROUNDCOVER T PROJECT NO.: O vo- TO _-(_ ALE= 20036 B PLANTING DRAWN BY: CW Z CHECKED BY: 0 JB _ DATE: J 0 03-24-2020 w 0 o0 SHEET NUMBER L1.4 O L_ 0- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 CITY OF MERIDIAN OPEN SPACE REQUIREMENTS TOTAL OPEN SPACE 48,373 SF 0.11 AC)22.34% QUALIFIED OPEN SPACE OPEN SPACE REQUIREMENT: 10% $ Q PROVIDED OF THE AREA OF THE SITE* 21,837(SO AC) 24,21q 5F(S6 AC) 10% 11.21% ' TOTAL AREA OF THE SITE IS 216,370 SF(4.97 ACRES) LANDSCAPE LEGEND QUALIFIED OPEN SPACE (24,279 SF(11.21%) 711 v Z �c �yo 2 � n u� Na rD 0 0 0 3 � U a D N a �n Q TD ■ 3 ARE 7 0 1'7]2 SF 2208 SF X O s W. FRANKLIN ROAD U E Scale: 1"=100'4' Civil Engineering 03-35-2020 .LandacapaArchi" AS C E N T TOW N H O M E S w •Erosion63ediment Control Graphic Communication 20036 r •Irrigation Design ' adP'e°ng MERIDIAN, IDAHO rPhon,.erkonlenddesi518 X2.0 i 6661N8-3'G'I,m3 OPEN SPACE EXHIBIT Phone:206-376.5163 o 6631 North Glenwood Street a � GeNen City,Idaho 33714 N 1 r cc r i d Y Y W IL RECREATION El I Mi. TODAYAscent Subdivision r a i d Y J-M) Y lr*T - �` FRECREATION Ascent Subdivision ,6� TODAY Compliance: This play structure has been designed to meet the safety requirements established in: -2010 ADA Standard 28'5" -ASTM F1487 16'5" -CPSC Pub#325 F _ _ - - _ _ when the play structure is installed over a properly maintained surfacing material ` \ which is in compliance with: -ASTM F1292 TRANSFER STATION -ASTM F1951 / and is appropriate for the hi � hest 9 designated play surface of the structure. i MENi i i L SINGLE 36, GEAR PANEL ` \ WAVE SLIDE ` 0D `p RISE INT R STEPS TWO LEAF TOPPER RAIN WHEEL $LOTTED CLIMBER UBLE RIGHT TURN SLIDE POD CLIMBER i ` TWO LEA TOPPER , 0 1' 2' 7' 0 0.5m 1m 2m Drawing No: KP-1614 Structure Size: 16'5"x 16'2"x 11' HDPS: 48" Ascent Subdivision AID TQLC� Recommended Age Recreation Today Date: 26/03/2020 www.rectoday.net Imagina ion at Play Use Zone: 28'5" x 28'2" Group: 2-5 800.481.8705 Scale: To Fit Surface Area: 1092 sq ft Capacity:20-24 i i i - - - - - ASCENT SUBDIVISION ON — STREET PARKING G Y SPACES IP6,, G� o 115' i LLJ N - - - - - - - ,I ~ - Q 9 5 N oDL I EL N OPEN i � SPACE i N 10 7' i ATTACHED WALK W/ PARKING z Q0 L� �D N Q N I N N - - - - - - - U� r � N w N C-0 Co OPEN N cn N _ SPACE N Q N 82' 20' 99' N N 99' 20' j 36' 41' U N N U J J N � N w r7 = r7 I N U N Q N w N 37 i ATTACHED WALK W/ PARKING i cn Un c� w z N U N 00 Q 00 Q ■ w 39' 25' 25' 29 o 29' 25' 25' 27' 27' 27' 32' N' ~Li z N " 36' —---—---—---—---—---—---—---—---—---—---— — — — —---—---— — ----—---—---—---—---—---— — — ------------ -------------------------------------------------------------------------------------------------------------------- 1 _ I . I . r I I n i I ( PA' tk#; m"�: tL tl�`�• y�E�yyry yam. { ^ 00 a r & t Rom` s S, 'hP rM FRONT ISO VIEW FRONT ISO VIEW G i i i i I t j t I I I i I I I i I I 1 1 I t I I 1 1 1 1 I i i I i pf1E'N16 tl(105C1E p(1D>e�l pI1tlEAl6 1 3bi 6F �p36F I51 RF- SR18F i REF `°HALLRIM fG6 N �Pd— POND (zpOtlCl ,�M4CNEH ffG�l 1 6P L Ap.3 3� 1 I 6F iW eVIt Sb6F B�6FR •`IJ i Jp IW '—TRYjj F _ jjII 3 � a46wo - 11 I D^a OYfiR LyR.J ER __ - aisvl (app� j�t v FOY01 �RRR1 '\ P t�"mml Llwva I LEVELI-FLOOR PLAN CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Ascent Townhomes Date: 2/27/20 Applicant(s)/Contact(s): Matt Schultz City Staff: Sonya, Bill, Terri, Steve, Tom, Joe, Kenny, Scott, Kim Location: NEC of Zimmerman Ln. &W. Franklin Rd. Size of Property: 4.97 Comprehensive Plan FLUM Designation: MHDR(density should be 8-15 units/acre) in TMISAP Existing Use:Agricultural Existing Zoning: RUT Proposed Use: Townhomes (42 units, 8.5 units/acre) Proposed Zoning: R-15 Surrounding Uses: Rural SFR/ag land Street Buffer(s)and/or Land Use Buffer(s): 25'wide street buffer required along Franklin Rd., landscaped per 11-3B-7C Open Space/Amenities/Pathways: The minimum open space&site amenity standards in UDC 11-3G-3 are not applicable Access/Stub Streets/Street System: Temporary access via Franklin to be removed once access is available from the north, then will be converted to emergency only;cross-access easements should be provided to east&west in accord with UDC 11-3A-3 History: H-2019-0122 Ascent Sub. (withdrawn) Additional Meeting Notes: The configuration of the property has been verified to be an original parcel of record per UDC 11-1A-1 • Annexation w/R-15 zoning for development of townhomes at a density of 8.5 units/acre consistent with MHDR FLUM designation o Townhomes are a principally permitted use in the R-15 district o Development should be consistent with the land use, transportation and design elements of the TMISAP—application narrative &plat design/layout should demonstrate compliance with these elements. Ensure compliance with pedestrian oriented design requirements of the plan, including detached walks and parkway in residential areas. o Submit concept elevations that are consistent with the design standards in the Architectural Standards Manual &the TMISAP (may submit Design Review application for approval of elevations if the design is final and not conceptual) • Preliminary plat to subdivide property;comply with dimensional standards listed in UDC Table 11-2A-7 for the R-15 district o Comply with the subdivision design&improvement standards listed in UDC 11-6C-3C o No issues with sewer per PW Note:A Traffic Impact Study(TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays&expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s)at the City. Please contact Mindy Wallace at 387- 6178 at ACHD for information in regard to a TIS, conditions,impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACHD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Mod ification/Transfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat X Annexation ❑ Final Plat ❑ Time Extension—Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text X Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other Notes: 1)Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-6C prior to submittal of an application requiring a public hearing(except for a vacation or short plat);and 2)All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3(except for UDC text amendments, Comp Plan text amendments,and vacations). The information provided during CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES this meeting is based on current UDC requirements and the Comprehensive Plan.Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre-application meeting shall be valid for four(4)months. NEIGHBORHOOD MEETING ASCENT SUBDIVISION—ANNEXATION AND PREPLAT 4.97 ACRE—43 LOT SUBDIVISION ONSITE MEETING ON W. FRANKLIN ROAD March 24,2020 at 6:00 PM Name Email Phone# COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11-5A-5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date,the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s)had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. ��Z -3 Applicant/agent,sigrature Date Community Development■Planning Division■33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 www.meridianeiiy.org/planning