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Application Materials Charlene Way From:Accela Planners <AccelaPlanners@meridiancity.org> Sent:Wednesday, November 25, 2020 11:17 AM To:penelope@rileyplanning.com; colemanc@cableone.net; Joseph Dodson; Adrienne Weatherly; Charlene Way; Chris Johnson; Bill Parsons; undefinedsobrien@meridiancity.org; dcline@meridiancity.org; Codee Krausch; Kelly Ready; Dwain Nell Subject:TECC-2020-0003 : Earl Glen - Hearing Date Notification TECC-2020-0003 Earl Glen This email is to inform you that the subject application is scheduled to be heard by the City Council on 01/05/2021. The hearing will be held at the Meridian City Hall, 33. E. Broadway Avenue, in the City Council Chambers at 6:00 p.m. The public hearing sign must be posted on the property under consideration not less than 10 days prior to the scheduled hearing. Proof of posting shall be submitted to the City no later than 7 days prior to the public hearing. Click the attached link for posting requirements: Posting Requirements 1 Hearing Date: January 5, 2021 Planner: Joseph Dodson File No.: TECC-2020-0003 Project Name: Earl Glen Subdivision Request: Request for a 2-year time extension on the preliminary plat in order to obtain the City Engineer's signature on a final plat AND extend the time to commence the multi-family use as permitted with the conditional use permit,by Riley Planning Services. Location: The site is located at 1780 E. McMillan Rd., in the SW 1/4 of the SW 1/4 of Section 29, Township 4N, Range IE. Planning Division EI DIA `�T--l HEARING APPLICATION GAHO Type of Review Requested Time Extension,City Council File number: TECC-2020-0003 Assigned Planner: Joseph Dodson Related Files: Applicant Information Applicantname: PENELOPE RILEY, RILEY PLANNING SERVICES LLC Phone: Applicant address: P.O. BOX 405, BOISE, ID 83701 Email: Penelope@rileyplanning.com Ownername: MIKE COLEMAN, BRINEGAR INVESTMENTS LLLP Phone: Fax: 1925 N. LOCUST GROVE ROAD, MERIDIAN, Owner address: ID 83646 Email: colemanc@cableone.net Agent name(e.g.architect,engineer,developer,representative): PENELOPE RILEY Finnname: RILEY PLANNING SERVICES LLC Phone: Fax: Address: P.O. BOX 405 Email: Penelope@rileyplanning.com Contact name: Phone: Fax: Contact address: Email: Subject Property Information Location/streetaddress: 1780 E MCMILLAN RD Assessor's parcel number(s): S0529336265 Township,range,section: 4N 1 E29 Project Description Project/ApplicationName: Earl Glen Description of Work: 2-year time extension on Preliminary Plat and CUP in order to obtain City Engineer's signature on a final plat. 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 1 Application Information ADDRESS VERIFICATION Address Verification Permit Number: LDVA-2020-0689 RELATED PERMIT Prior Approvals(File Number): H-2018-0094 Time period requested for an extension: 2 Date of original approval: 09/01/2015 Date the approval will expire: 10/17/2020 Reason for inability to meet the required timeline: See attached narrative APPLICATION INFORMATION What was the date of your pre-application meeting?: 10/08/2020 What was the date of your neighborhood meeting?: 10/01/2020 I have read and will comply with the Commitment of Property Posting per City Code CHECKED UDC 11-5A-5D: APPLICATION DISCLAIMER I have read and accept the above terms: CHECKED Your signature: Penelope Constantikes FLAGS Is new record: No 33 E Broadway Avenue,Suite 102 • Meridian,Idaho 83642 Phone:(208)884-5533 • Facsimile:(208)888-6854 • Website:www.meridaincity.org 3 C�WIEI� Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY: Project name: File number(s): Assigned Planner: Related files: Type of Review Requested(check all that apply) ❑Accessory Use(check only 1) ❑Final Plat ❑Daycare ❑Final Plat Modification ❑ home Occupation ❑Landscape Plan Modification ❑Nome 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 0 Time Extension(check only 1) ❑CZC Modification ❑Director ❑City Council Review ❑Commission ❑Comprehensive Plan Map Amendment 0 Council ❑Comprehensive Plan Text Amendment ❑UDC Text Amendment ❑Conditional Use Permit ❑Vacation(check only 1) ❑Conditional Use.Permit Modification(© Vonly 1) ❑Director ❑Director ❑Commission ❑Commission ❑Variance ❑ Development Agreement Modification ❑Other Applicant Information Applicant name. Riley Planning Services LLC phone: 208.908.1609 Applicant address: P.O.. Box 405 Email: penelope@rileyplanning.com City: Boise State: ID Zip: 83701 Applicant's interest in property: ❑Own ❑Rent ❑ Optioned la other Representative Owner name: 6rinegaf Investments LLLP Phone: Owner address: 1925 n. Locust Grove Road Email: City: Meridian State: ID Zip: 83646 Agent/Contact name(e.g.,architect-,engineer,developer.representative): Penelope Constantikes Firm nave: Riley Planning Services LLC Phone: 208.908.1609 Agent address: P.O. Box 405 Email: penelope@rileypianning.com City: Boise State: I D Zip: 83701 Primary contact is: ❑Applicant ©Owner 0 Agent/Contact Subject Property Information l.ocationAtreet addresq:1780 E. McMillan Road Township, range,section- 4N IF 29 Assessor's parcel number(s): S0529336265 Total acreage: 4.654 Zoning district: R-8 1 R-15 Community Development■Planning Division r 33 E.Broadway Avenue,Ste. 102 Meridian.Idaho 83642 Phone:208-884-5533 Fax:208-888-6854 Nwix-mt rHdianc lann'sng -1 Rev-(XJ 112020) ProjecVsubdivision name: Earl Glen Subdivision General description of proposed project/request. Single Family Detached / Multi-Family Proposed zoning district(s): NIA Acres of each zone proposed: 'type of use proposed(check all that apply): 13 Residential ❑Office❑Commercial ❑ Employment❑Industrial ❑Other Who will own&maintain the pressurized irrigation system in this development? Irrigation ❑istrict Which irrigation district does this property lie within? Settlers Primary irrigation source: Surface Water Secondary: Municipal water Square footage of landscaped areas to be irrigated(if primary or secondary point of connection is City water): Residential Project Summary(if applicable) Number of residential units. 17 sf 116 mf Number of building lots: 20 Number of common lots: 3 Number of other lots: 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.250-500 sq.feet) (up to:500 up to 1200 sq.feet) Minimum square footage of structure(excl.garage): Maximum building height: Minimum property size(s.f): Average property size(s.Q: Gross density(Per UDC 11AA-1): 4.54 Net density(Per UDC 1 I-IA-1)- 7•01 Acreage of qualified open space: 0.60 Percentage of qualified open space. 15% Type and calculations of qualified open space provided in acres(Per UDC 11-3G-3B): Amenities provided with this development(if applicable): Type ofdwelling(s)proposed. la Single-family Detached ❑Single-family Attached ❑Townhouse ❑Duplex ®Multi-family ❑ Vertically Integrated ❑Other Non-residential Project Summary(if applicable) 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: E�1E�dAE ltISJVTa Applicant signature: Date: Community Development■Planning Division r 33 E.Broadway Avenue,Ste. 102 Meridian,Idaho 83642 Phone.208-884-5533 Fax:208-888-6854 www.meridiancitv,ore/plaiiiung -2- Mav:(2I!lr2020) RILEY PLANNING SERVICES Bo.e ID83 Boise,ZQ 83 7fl 1 November 5,2020 Mr_Joseph Dodson,Current Associated Planner City of Meridian Community Development 33 E. Broadway Ave., Suite 102 Meridian, ID 83642 RE: EARL GLEN SUBDIVISION PRELIMINARY PLAT & CONDITIONAL USE PERMT TrYIE EXTENSION REQUEST Dear Mr. Dodson: On behalf of Brinegar Investments LLLP,please accept this Time Extension Application for the Earl Glen Subdivision Preliminary Plat and multi-family Conditional Use Permit. The project was originally approved by the City of Meridian City Council on September 1, 2015, and a one(1)year administrative Time Extension was granted in July,2017_ An additional time extension was requested and granted in October of 2018. There are several reasons for the requested additional time extension. The applicant is currently completing Whitecliffe Estates and with the current COVID situation everything is going much slower. In addition,one of the General Partners with Brinegar investments has been ill which has created some internal administrative issues. Earl Glen is a good project that is ready to go to final platting. In addition to the required documents, I have included supplemental materials such as the preliminary engineering and Conditional Use Permit related materials. This will be an inflll subdivision in an area that is predominately developed, is well designed,provides cross connectivity to the developed subdivision to the east and `opens the door' for the extension of the subdivision northward into the remaining undeveloped area. The mix of housing type is beneficial for the city as the site incorporates multi-family that is smaller in scale than many of the large scale projects currently in development. The applicant understands the City's concerns with repeated time extensions and asks for your forbearance to keep this worthwhile project active. Please do not hesitate to contact me if you have questions or need additional materials. Best regards, RILEY PLANNING SERVICES LLC Penelope Constantikes LAND USE PLANNING - DUE DILIGENCE - INDIVIDUAL ASSESSMENTS RCN COUNTY RtT70R�FSi J.DWV WNARRP A10JUNT 9.00 3 60`-SE X6AH Q2'"10 g2a5PM DEPUTYM S tUE 4®®ANC®1A��lI�N�I�� TITLECAP wow Order No_: A0998927 AKMS WARRANTV DEEll FOR VALUE I;L:tsISI'VED, 1'Drdeo,LLC,An Idaho Limited Liability I:ompasy, the Grantor,does hereby grant,bargain sell and convey unto Srittepr Investments LLLP,An Idaho Limited Liability Lha ted Partnership whose+..-orxvnt ac mess is 5190 N.Locust Grave,MciidL-4 D 91646 the Cmm ee,the following described prczniscs,in Ada Cowty,Idaho,111 WIT: See atmchud Lr pll Description marked Exhibit"A",s�ipich by this reerence hecomLj a part thereof and cousists of two(2)pages. TO HAVE AND TO HOLD the mid pramm%with then dpparbea unto the said Grantee,its heirs and assigns Rre ter. And flls quill Qraatw does hereby covsnaat to and wilh the said Gran6as,tW Ch-wAor is the armor in fee simple af'said pxa wses;that They are iice from Ell encumbrances EXCEPT thus to which this canveyartce is Cgw4 Fly atade sub}et:c at1d thane mada,saf—arad or done by The t it mt—, and subject to all rmshm,panant resravaorotts.rash rtgbl(s]Of way,FroteCtivc caveongs,manmg 1 3 and akd aWN6L1 G building--d^ s,14Ve3 and S'Cgpiall4NIS,pBll4 a.t erg aT1d tssQ^dlL�!SIf.SYdiog irrigation and UI&W assessments(if any)fur the current yeas,which are not dUe and}e able,and that Urantor will warrant and defend tktr state frown all lawwl claims wbatsasvcr. Wltenever the context so IE roynires,the singulmRmher hOudes the pl>arai_ Dated' February 2,2010 Por:Ro ,LLC Ftafd D.5argealt,&Ma�un�elz State of Idaho i County of Ada On this day of February,in#t year 2D14,befvrc MC,tilt undexs*W,p tally appeared Ronald l7.Surgent,known or identified to me to be the manager or member Of the da¢nited Uability Company[hat 11 the insi rt>w=[of tha person(s)w$a execitt' the rosin mmt on behalf of said Limited Liability Company-aAd acknowledged to m>c -dwi such Limited Liability CoaTany,executed the m ate. J�J�f'�f 541114f l l�l l ij Dmanii L.Stark s�rc�,�•"'""'-'� �P�'s ti Cunuuission Expires.M3114 Meridian 1D ° Residitkg ttt. �.,_. e a I f EXiiBrr'A' PK�QMRTY DESCRIPTION A parcel of land in the Southwest quarter of the Swtiwmst quarter of Section 29.Township 4 North,Range i East,8aise Meridian,Crky of Meridian,Ada County,Idaho,described as fatlaiire: Cam meiidng a[the Southwest comer of sold Southmst quarter(Southyvast comer of Section 29).markad by a brass cap as per comer perpatuakm€ecord,Instrument No.9811?251;dKgce.along flee South line of said Seciion 29 South 89'1ZZY East 485.60 feet to the Point of Beginning;thence North 02°12'41'East 664.46 feet;thence South.39'2v'43'East 339.19 feet,to a found 518 inch rebar Wth a pla�l, c cap marked TLS 4431'and being an angle paint on the boundary of Sheridan Plaes Subdivision.as per the Plat Itweaf,in Boo 92,at Page 10&16, Ada County,Idaho Plat Records;thence along said sub6ftion bomdary 14 Soulb 02'15*53"Wast 665.25 feet to a found 516 inch rebar vAth a plastic cap marked"PLS 4431'on the South line at said Sectim 29,said rebar rrrrrking the"Rea!Polat of Sglnrring'urn the Plat Of said Sheridan 101" Subdivision:thence along said Sou-1h Section line North 8ebf 228'West 338Z fee I.to the beat Paint of Beginning, Exspting thereirm,a parcel of WW located in the Sa thwest quarter of the Smthwmd quarter of Section 29, Township 4 North,Range 1 East Bolse M1aWan,Cby of Meridian,Ada Cm Idaho,more particularly described as follows: Corrmerchrg at[he Soulhmest comer of said SoEttisvliest quarter�50rthwesi cumer of Sacbon 29),marked by a bm"cap as per corner record,lastrument No.913117251;thence along the South Erne of$air!Section 29 South 89°12'28'East485.60 feet;tt�&nce .North 2'12`41'East 25.01 feet to the Point of Beginning;thecae continuing North 2612`41'East 112.00 feet thence 5rmth 89'1278'East parAtel with the Swth one of said Southwest quarter of Secom 29,a distalw of 339.59 feet:thence South 2°1;`56'West 12.00 teat'ibence North 89a 12'28'West paratiel w0h said South line of said Southwest quarter of Se t"i 29,a distance of 3382 fCet to the Point of Beginning. Also excoplmg theraf om,a parcel of land located m the Gouf mSt gtt4Mf of the Sculh►a+9sl�Lrc�ter of Sac 29,To►vnshfp 4 North.Flange 1 East,Boise Meridian,City of Meridian,Aria County.Idaho,more par4 cular!y described as tilm: Commencing at She Sowthw nt corner of said SorrtmmLst quarter(Southwest carrier ai Section 29),merged by u brass cap as per corner record,InMaieM No.98117251;thence along the South line of said Suclon 29 South BVII2`2B'East 4 85.60 fee'to the Point of Beginning;!hence North 2`12'41'East 25.01 feel;thence South 83"t2 W Last Wallel wtttl the SDulh lime vt salt SoirGrwW quarter of Ssclian 29,a distance of 338.58 feet;thence SDUIh 2'15'S3`West 25.01 feet to a fou=id 51B inch reba,, ap PLS 4431 on the South line of said Sauthuuesl quartet'of Section 29;thence North 89612280 West cQinckhmit with said South Fine of said Southwest quarter of Section 29,a distance of t^xHratt°A" PROPERTT t?—WRIPI]QN (Geminuedl 33a,55 feet to the Point of[leg ialV it,y. Further excepting t)watom,a pares of land in the Southwest quarfar of the Southwest quarter Of Sector 29, Townsfztp 4 North,Range 1 East,6oise MerKa n.City of Meridian,Ada County,tdaha,described as fulluws: - Commemirig at the 5auth+,west corner of said Southwest q u artsr,so u thwest corner of sction 29),narked by a brass cas per comer perpetuaarb rewd,lnstrurrrent No.98117 251;thence along fhs South line of sdd Se(%on 29 South 89°12'2T East 486.60 foot to a 518 inch rebarlcap PLS 10782,as shown on Record of Survey No.7604, Ada County Survey Records;thence North 0291741"East 37.01 feet to the Point of Beoning;thence comnLilog NoM 02012'410 East 161.57 feet to a 75.00 foot rows non-tangent wive to the right;ice along said curve, an arc leiigth of 76.78 feet,through a central angle of 580TY117,subtended by a chord which hears forth €7 i°27"5A°East 73A7 feet;thenca South 89'1728"East 5.00 feet;thence South 074732"West 50.00 haet;thence North 8$'12'W West 5.f30 feet to a 75A0 tnnt radius curve to the[aft;thence along said curve,an arc length of 38.65 feet,through a central arge of UW34'51`,subtended by a dxwd whit ti bears South 46°30'07'West 34.9t W.thence South 02°1741"West 98.16 feet;thence South 43029'53"East 34.91 feet€o a paint that Is 37.00 feet Northerly sit the South Tine of said Section 2q,when measured at right angles;thence parallel with said South line of SecWn 29 North 89.172V West 65.01 feet to fhe Paint of Beonning. tl�ndofFzU"kry nraaasar.aFQ�Rosessxtr�ay 1TEC.SO 0 Oq+9 1 sec INA� ADA COUNTY RECORDER J.DAVlD f3AVARRD AMOUNT 22.Oa 5 I Project Name: McMillan-Locust Grove Intertion BOOZE IDAHO 13MMI10 ❑a ssAMPLI-T Jonni [[ y E� • Pfoiect Number: 307010 RECOR Randy QUESgs 1111111RHI�MIFEIRIM1 f2ECDRf]E0.REOUEST OF Name; Mnegar Investments,LLLP ALLIANCE TITLE-PROWCTl 15a677394 l Parcel#10 Assessor Pa€cel#S052OM58 TAN,RI E,Sec 29 (Reserved for Ada Canty Recorder) ELEC T PUNICALLY RECORDED-DJ NOT REMOVE THE CoUgT SIAORED FIRST WARRANTY DEED PAGE AS i T IS l MAVI iNCORPORATEE)AS PART OF THE 0R1GINAL DJCUMENT THIS INDENTURE, made this 0 1i) day of 2010, Brinegar Investments, an Idaho Limited Liability Limited Partnership, the "GRANTOR', and ADA COUNTY HIGHWAY DISTRICT, a body politic and corporate of the State of Idaho,the "GRANTEE°; WITNESSETH : FOR VALUE RECEIVED, the GRANTOR has granted, conveyed, bargained and said, and does hereby grant, bargain, sell, convey and confirm to the GRANTEE and its successors and assigns forever, that certain real property situated in the COUNTY OF ADA, STATE OF IDAHO,more particularly described l on Exhibit'A'attached hereto and by this reference made apart hereof, TOGETHER with ail and singular the buildings, structures, improvements and fixtures thereto, the tenements, hereditaments and appurtenances thereunio belonging or in anywise appertaining, the reversion and reversions, remainder and remainders,and rents, issues and profits thereof(the"Premised. ! SUBJECT TO those exceptions to We to which this conveyance is expressly made subject, more ' particularly described on Exhibit and those made, suffered or done by the GRANTEE: (a) the GRANTOR covenants to the GRANTEE, its successors and assigns, that the GRANTEE shall enjoy the quiet and peaceful possession of the Premises; and (b) GRANTOR warrants to the GRANTEE, its successors and assigns,that GRANTOR is the owner of said Premises in fee simple and has the right and authority to convey the same to GRANTEE, and GRANTOR will defend the GRANTEE's title from all lawful ciaitns whatsoever. The current address of the GRANTEE is: j Ada County Highway District ` 375 Adams Street Garden, Idaho 83714-6499 j i i The Ada 03tx Higrmyr 0*1ki(ACHE])is cmrruMd to f,Y,Yrtip"-=wM Tole YI of the GiY+d rtynrs Av Q1 tc�o4 and related regwatcns and direaiive s ACHD assures fhaf no person strati on tie gratn+ds of race,❑a9ol,nafimaf CIAIR gender,d$ or age,be excluded fmrn parkip4c n uy be denied the bereft el,or De oti?rmse vboMd m d=irrdM iM tinder any ACHD service.program or ash+ - WD-Page 1 of 2 Version:5,2?1os Project Name: McMillan-Locust Grave Intersection Project Number. 307010 Name: Brinegar investments,LLLP Parcel#10 Assessor Parcel#S0529336258 TV4,R1E,Sec 29 IN WITNESS WHEREOF,this WARRANTY DEED has been duly executed by the GRANTOR, the day,month and year herein first above written. Brinegar Investments, LLLP An Idaho Limited Liability Limited Partnership E.E.Brinegar,General Pa er Virg is K.Brinegar, Gene I Partner STATE OF Idaho ] } ss, County of Ada On this P\an day of AL i35i 2010, before me, �ENGRE MN ff, _, a (Votary Public in and for the State of Idaho,personally appeared E.F-gR19%.XT�, and Vi C71itS 1 A►°-$Ri'ht known or identified to me (or proved to me on their oath)to be the partners of the partnership of Brinegar Investments,LLLP, and the partners who subscribed said partnership name to the foregoing, and acknowledged to me that they executed the same in said partnership name. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day, month ��869e99+gd�O and year in this certificate first above written. d .40T 4 R Notary Pubiic for Idaho Residing at Ernmett,Idaho Residing at: My commission...;resApril is,2012 �h My commission expires: OF X � � �4IR 611801151'` The Ada coax [y Highway DL&id;ACHD)is committed to eTliarres with Tile Vl of fha Chdi fights A0 v 1964 and related raplatbns and diree&q& AGHD assum that no person shall on he grounds of rave,col9r,nazi orirn,gander,d'sabiEdy OF age,be exduded from garft-ipz tion n,be decried it>E ben0ts of,or he othemise su4}e010d to dMfthatim rxrder any ACHD 3ePA08,rrvg£am or 26urty- WD-Page2of2 Version:5MOti AFFIDAVIT OF LEGAL INTEREST STATE OF EDAHO } COUNTY OF ADA } agJ,,e&+A :vPue5r►#eWT5 Lt.LP AM (name) (address) (city) (state) being first duly sworn upon,oath,depose and say: 1. That I ain the record owner of the properly described on the attached, and I graut my permission to: Penelope Constantikes,Riley Plannig Services P.O.Box 406,Boise,10 83701 (name) - (address)---- �------ -- to submit the accompanying application(s)pertaining to that property. 2. i agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements.contained herein or as to the ownership of the property whirh is the subject of the application. 3, 1 hereby grant permission to City of Meridian staff to utter the subject property for the purpose of site inspections related to processing said applications)_ Dated this day of ,2Q S ('signatum) - USSCRIBED AND SWORN to before me the day and year rat above written. CAMERO N KOSTER r. � (Notary Public for Idaho) Notary Public, State of Idaho /� J_ �n�� -T+ �I My Commission Expires Feb. 13,2024 Residing at- My Commission Expires: fr 33 E Broadway Suite 216 ■ Meridian,Idaho 83642 Phone: (209)RRd-553-1 • Facsimile: (208)888-6678 • Webeile_www.morWiancityorg 0 0004014472 STATE OF IDAHO twice of the secretary of state, Lawerence Denney For office Use Only Office ANNUAL REPORT -FILED- Idaho Secretary of State ry PO Box 83720 File#:OOM14472 uy Boise,ID B3720-ONO _ (206)334-2301 Date Filed:91=2020 1:U8:21 PM Fiong Foe:$0.00 a ttiJ Entity Name and Mailing Address: tw] Entity Nalrrie: BRINEGAR INVESTMENTS LLL.P o The file numi?t;r of this entity on the records of the Idaho Seoretary 0000029280 of State is: •- Address PO BOX 7156 Q BOISE, ID 83707-1156 [73 Entity Details: rj Entity Status Active-Current This entity is organized under the laws of: IDAHO fD If applicable,the old File number of this entity on the records of the L5077 0 Idaho Secretory of State was: (D iJ- The registarad agent on record is: Registered Agent GREGORY A BYRON @ Registered Agent Physical Addrees 3101 W MAIN STE 200 `C BOISE,ID 83702 Maiing Address 0 Limited Partnership 0eneral PaFtnars Name mmM Business Address n Sharon K Ostermeier 4115 N COOL RIVER AVENUE n MERIDIAN,ID 83846 (D ct 0 Clyde E Brinegar 1925 N.LOCUST GROVE MERIDIAN,ID 83646 � The annual report must be signed by an authorized signer or the erttily. O GrecgmYA Byron 0913012020 rt Sign Here Date Sv Jab Tide: Registered Agent !-' W fD Fi tv C� tt] CJ (D Page 1 of l CITY OF MERIDIAN PRE-APPLICATION MEETING NOTES Project/Subdivision Name:Earl Glen TECC Date:10129/2020 City Staff:Joe Dodson, Bill Parsons,Joe Bongiorno,Codee Krausch, Kyle Radek Applicants)/Contact(s): Penelope Cons_ta_ntikes 1780 E. McMillan Road Size of Property: 4.65 ac. Medium.Density Residential (3-8 du/ac) _ Sinale-familv residential one existin home Existing Zoning: R-15&R-8 MF and SF Proposed Zoning: N/A : Commercial a_nd_vacant to the west;S F R to the east and northeast;vacant to the north; Power substation to the south,across McMillan Road 35-foot buffer required along McMillan(En Way Corridor Arterial Per approved Plat and Rezone Access is to McMillan Road at the front of the property adjacent to the multi-family portion of approvedprgject. Stub street to the north is still required. : NIA No changes from PP approval. : 2006 Annexation& PP approval(AZ-06-052, PP-06-052, DA Inst.#107071997),plat expired;2015 a Rezone, Prelim Plat, CUP and MDA were approved RZ-15-009 PP-15-011 CUP-15-015 MDA-15-006 ,2017 an administrative time extension was approved for l year. In 2018,a hearing level time extension for two M years was approved(H-2018-0094). Plat is set to expire on 10/16/2020. ■ Ensure approved plat is the one being submitted for Time Extension from 2015 not 2014). • Neighborhood meeting requirements have changed—notice must go out 5 days before meeting and application cannot be submitted until at least 10 fts after the meeting is held. • As discussed in the meeting. Developer should be aware that City Council nets wea[y of multiple time extensions and there is no guarantee that this extension will be granted by the Council regardless of staffs recommendation. ❑ 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 ❑ Paris Department,Kim Warren ❑ Central District Health Department ❑ Fire Department ❑ Other- ❑ Administrative Design Review ❑ Conditional Use Permit ModificaVonlTransfer ❑ Rezone ❑ Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment—Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment—Text ❑ Preliminary Plat ❑ Variance ❑ Conditional Use Permit ❑ Private Street ❑ Other 0 OD a � rI m m _ � N a � m � a W � Q er � �jv cncn xU w LLJ CD w � EARL GLEN SUBDIVISION - VICINITY MAP ' E MeadOW`Creek Dr F i E Glasgow St pr c y al Legend Major Streets • * r �/Minor Arterial Collector SECTION PRINCIPAL Arterial INTERSTATE ,•„�. ^� �/ Other IR > Minor Streets Q� E RedWiCk Ct LOCAL '- PARKS a), "' s (U /.1 PRIVATE RESIDENTIAL Other .yr Z •r � ,� . Street Names(minor) 7 Parcels Ll L Sections E-IVI G M i I l an R d � Ada-OQ2013 Water Parks City Limits Kuna 1 - _ ENOuntainMan"Deg- Boise -k .r Garden City Eagle L .>.. i Star ►R A'� - - Meridian u 1� 4f�I L.S2 Qi Ci E 4rrr Dr E-Grand Canyon Dr 4z Scale: 1:6,884 This map is a user generated static output from an Internet mapping site and is for general reference only. Data layers that appear on this map may or may not be accurate,current,or otherwise reliable. THIS MAP IS NOT TO BE USED FOR NAVIGATION. F_ REVISIONS PRELIMINARY PLAT OF ------ ---- ----- - - -_____'. A 07/22/14 REVIEW --- -- ----- ------ ------ ------------ ------- B 01/13/15 LOT ADJUST -- ------ --------- EARL -------- -----------r C 05/19/15 APARTMENTS , -- - - LOCATED IN A PORTION OF THE SW 1 /4 OF THE SW 1 /4 OF SECTION 29, TAN , R. 1 E , BOISE MERIDIAN , CITY OF MERIDIAN , ADA COUNTY, IDAHO o l J -------------- -------- MAY 19, 2015 ---------------- �`` -� ti� do � IJ Q O \ 1 � � 1-------_II E. McMILLAN RD ---- U �------- ----------- o � o\ � � ------------------------- ----------------------- PROJECT SITE EFt\DPN S�Ng 8'" DNACWATOERMAIN EXISTING j -------- LLI ------------------- --- THIS PORTION OF THE PROPOSED ROADWAY IS C SN BD\v\ 8 2 1 ----[-- ---�--� , P SV E R� EXISTING 8" DIA N LOCATED OUTSIDE THE BOUNDARIES OF THE ZON SUBDIVISION AND WILL BE DEDICATED TO ACHD WATER MAIN BY A SEPARATE INSTRUMENT - - 149.17' - 2610- �'R Z ' ......... US .......... .................................... .... , ----- -s m ... W _ ---- -------- �pC BW... ....3.............................. , -------- ------------- i ' m :.':::::�:::::::::.'::. :::.':::::. ::::::::.':::::. W _ 40 N' D 0 ..::.o:::::::::. ::::::::::::::. ::. _ �� o0 0 LEGEND 50 vE R ��� ,..' 0 0 :.:'::::::.::::.:::::. . . . . . o:: •:::. . . . . .:'. o CONNECT TO R U - - G �. 0 0 C ::: _ - EXISTING STREET- E. ROARING CREEK ST ------ .............. EXISTING PROPOSED R . M.. o ----r----- c� ----------------- ----------- NE ': r:: . .. r:: .. ... .. ..::....:'::'::::r:':: :::: : :'::;':e:r:'rr'c `_ --------------I ------ ------------- - ".- N ZO S�> _ I PROPERTY LINE _ - a:6 ..,. „ Eo f 6 < 4 6 6& ............ ....................................... ....�:::::::::::::::::::::.... __-- J C_------1_-- l_ �_ �. �_�_-�_-- EXISTING ------------- - - - PROPERTY LOT LINE ------------:2�nft---- =-= & _------- s' :.::::.:::::. ::. ::::::' o. . I ----___ -------- ----- ----- ----- - -- --_S89'20'51"E 309.26 So w-- - s _�. _ R SEWER MAIN VICINITY MAP - - - CENTERLINE � X �-- `�2 - 2608��, o 1780 E. McMILLAN RD, MERIDIAN, IDAHO 83646 bog 60894�50' =o- 62.59 :::: �')� - 0.63'-kR 51.52' IR 50.02' 30.02' -2610-- ' u1 a _ I R/ B H� Q - - - - - - - - - - RIGHT OF WAY ------ -� \- r - N.T.S x --- SECTIONAL LINE 260�\ \� ;` 1�10.0= I `L� PROPOSED PRESSURE I o Q°. N I RETAIN AND PROTECT EXISTING - - - - - - - - - - - - - - EASEMENT 10.0' 5.0 :::::' : : :: :'::':5.0' IRRIGATION LINE m EP EP EDGE OF PAVEMENT o 10' PUBLIC UTILITY, r o \o0 34.0` :::: M I I i o k.� GRAVITY IRRIGATION LINE AND BOX GENERAL NOTES o LOT 1 EG EG EDGE OF GRAVEL IRRIGATION AND DRAINAGE I 5,856 SF n 48.0 R.....O. o I I I I 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY m 00 EASEMENT I I 'o I I LOT 4 LOT 3 LOT 2 GAS G UNDERGROUND GAS LINE ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE CHAPTER 22, TITLE 55 REGARDING o0 ui B I:::;;;;: :: 5,817 SF 5,039 SF �n 6,463 SF LOCATION OF EXISTING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT 5 � w W WATER LINE - I- - 1 P rn ' ' ' I 6J I PRESSURE IRRIGATION S87°44'05"E -F r ...R124.0 0, I �0 99,' PUMP STATION LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY � 8W 8W 8" WATER LINE - - c i .' '...:.►': . RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE a-' 6W 6W 6" WATER LINE 96 83'- �} R�17.0 :: R100 a3p' I Ln (SEE NOTES 7 AND 11) AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 HOURS BEFORE COMMENCING ANY o 1w� 1" WATER SERVICE LINE o R I h I 0 UNDERGROUND WORK AT 811 OR 342-1585. cu PROPOSED UNDERGROUND I, :` :'. �c� I o o S S SEWER LINE N o I 0 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF PRESSURE IRRIGATION LINE \ \ \ I 8S 8S 8" SEWER LINE II LOT 2 o O� J I I MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE IDAHO STANDARDS FOR PUBLIC Ln 5,773 SF c9. :? ::: ? . `10 1 L -` - WORKS CONSTRUCTION (ISPWC). Ln a 4S 4S 4" SEWER SERVICE LINE I \ \ ` 47 19 IZT LT_ - - 80.00', _ I I 10' PUBLIC UTILITY, 00 - - - - IRRIGATION AND DRAINAGE 12SD 12SD 12" STORM DRAIN LINE 1- ` ��g _ 3. ALL SANITARY SEWER LINES SHALL BE 8-INCH IN DIAMETER UNLESS OTHERWISE NOTED. SEWER OHP OHP OVERHEAD POWER �- �* EASEMENT SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. _ _ 10.0' UP UP UNDERGROUND POWER -118.20' \�s�'\ FD Rom$ ` 4. ALL DOMESTIC WATER LINES SHALL BE 8-INCH DIAMETER UNLESS OTHERWISE NOTED. WATER UT UT UNDERGROUND TELEPHONE I �� O Z� LOT 5 o SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. ��p, "� d?:..h' R:\ \ 7,831 SF o J � co LO FLOW LINE \ u, 5. THIS PROPERTY IS NOT LOCATED WITHIN A FLOODPLAIN. J o o GB GB GRADE BREAK I oN I J > rn LOT 3 \ \ p�.. :::::':. \ \� I o ro a_ O ui L o0 GC GC GRADE CHANGE n I 7,788 SF �8 6. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM PROPERTIES, SHALL R S 00 _ N8T44'075'w- - - _ _ BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. Q U TB TB TOP OF BANK Z \ d' 3 20' 134.42'- (D +� I TOE TOE TOE OF SLOPE SpFt\NGS �' \ :: ^` 7. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS DEVELOPMENT BY W Z PI 4PI PRESSURE IRRIGATION LINE pDLPND S\pN - \ S \ UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN EXISTING PRESSURE IRRIGATION PUMP W v - I`� wp SDgD\v\C,N S87°44'05"E- \ LOT 6 0 `pCE STATION LOCATED IN LOT 2 OF BLOCK 1. z J C 0 IRR IRR GRAVITY IRRIGATION LINE \NE• 165.91' c5. I o p,N p p o 00 r, Zp 6 \ 5,880 SF o SNER\D v\S\ON o O CHAIN LINK FENCE �- \ Dgp\ g 8. STORMWATER WILL BE RETAINED ON SITE OR DETAINED PRIOR TO DISCHARGE INTO THE m (n Z N HISTORICAL DRAINAGE FACILITY. THIS PLAT CURRENTLY SHOWS THE CONCEPTUAL LOCATION OF W L o .� ❑ E] WOOD FENCE ZO W U 00 FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND FACILITIES WILL BE DETERMINED AS PART � CV X❑ VINYL FENCE S87°44'05"E �10,' - _ _ _ - `tI OF FUTURE SUBDIVISION DESIGN. STORM DRAIN LINES, RETENTION FACILITIES AND TREATMENT a Z X X WIRE FENCE �`105.97'- SHALL COMPLY WITH DEQ'S STORMWATER BEST MANAGEMENT PRACTICES AND BE APPROVED BY I 95.69' ACHD.126o7 CONTOUR W LOT4 �� N q OSSMH O SEWER MANHOLE L6 26,091 SF �� ro 9. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEY, MAY 2014. PROJECT ❑s WATER BIBB/FAUCET 0 I "'I LOT 7 o DATUM IS THE NAVD 88 DATUM. co co SEWER SERVICE MARKER �*„o o LOT 5 I 5,107 SF I o PROPOSED UNDERGROUND 0 o CLEANOUT w o Ln 5,506 SF LO 10. ANY RE-SUBDIVISION OF THIS PLAT SHALL BE IN COMPLIANCE WITH THE CURRENT SUBDIVISION �y o I I PRESSURE IRRIGATION LINE J~ FIRE HYDRANT cv M o N STANDARDS OF THE CITY OF MERIDIAN. N -A N : : :L.......; _ OW WATER WELL N _ 11. LOTS 1 AND 15 OF BLOCK 1 AND LOT 4 OF BLOCK 2 ARE COMMON LOTS THAT WILL BE OWNED z _ _ _ : ::: :::::::: :: -101.00'- AND MAINTAINED BY THE SUBDIVISION PROPERTY OWNERS ASSOCIATION. LOT 1 OF BLOCK 1 WILL �W ® WATER METER I 0 Z -101.00'- I - CONTAIN THE EXISTING PRESSURE IRRIGATION PUMP STATION. LOT 15 OF BLOCK 1 IS THE LANDSCAPE BUFFER ALONG E. McMILLAN RD. LOT 4 OF BLOCK 2 IS A COMMON LOT/OPEN ❑w WATER SERVICE r :. 0 r Wv I o LOT 8 o N SPACE AREA FOR THE RESIDENTS OF THIS SUBDIVISION AND THE TENANTS IN THE MULTI-FAMILY ® WATER VALVE o I I I 5,050 SF o z_ - BUILDINGS. ANY EXCESS COMMON SPACE MAY POTENTIALLY COUNT TOWARD ANY REQUIRED OPEN O Ln O BLOW-OFF ASSEMBLY & VAULT r o LOT 6 I ::::v :::::: :: : \ \11 10I SPACE FOR ANY FUTURE EXPANSION OF EARL GLEN SUBDIVISION. �- `nn 5,555 SF o :.:ao:::::::..t. .. VJ TEMPORARY BLOW-OFF I I L e K PROPOSED UNDERGROUND X a,' 0 0 .............. gLO I 12. SEE THE ACCOMPANYING CONDITIONAL USE PERMIT SITE PLAN FOR CONFIGURATION OF THE PRESSURE IRRIGATION DRAIN r K PRESSURE IRRIGATION LINE \`� PROPOSED MULTI-FAMILY APARTMENTS IN LOTS 12, 13 AND 14 OF BLOCK 1. � > � ] PIPE END CAP � o r � J I -101.00'- 0 - _ 13. THERE IS A 10' PUBLIC UTILITY, IRRIGATION DRAINAGE EASEMENT AROUND THE PERIMETER OF THE � SUBDIVISION UNLESS NOTED OTHERWISE. ]I PIPE ADAPTER o � � FITTINGS W/THRUST BLOCK 10.0,' 101.00- -�-I o Q M�M 00 I - �5.0......: ... ... 5.0 o I LOT 9 o J W (D EXISTING SEEPAGE BED I b 34.0'::: ' 0 5,050 SF o 14. THERE IS A 5' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT ALONG THE INTERIOR LOT - N 0 `i I I`) I o LINES OF THE LOTS INTENDED FOR SINGLE FAMILY RESIDENTIAL USE. THERE IS INTENTIONALLY Ia: : L / z o o PROPOSED FIRE HYDRANT I NOT AN EASEMENT ALONG THE INTERIOR LOT LINES BETWEEN LOTS 12, 13, AND 14 OF BLOCK 1. OD OO STORM MANHOLE I I LOT 7 0 48.0 R.O.W. Q U ® STORM DRAIN CATCH BASIN I n 5,555 SF I � T 15. SEE STREET DETAILS ON SHEET PP-2 FOR TYPICAL SECTIONS FOR THE PROPOSED STREETS. ® ® STORM DRAIN DROP INLET POSSIBLE LOCATION OF I - - z z ACHD SEEPAGE BED AND 'I :::: W -101.001- 16. THE EXISTING HOUSE AND OUTBUILDINGS ON THIS PROPERTY WILL BE REMOVED AS PART OF W _ Q SUBDIVISION DEVELOPMENT.O O SAND AND GREASE TRAP STORM DRAIN EASEMENT -' 10 0' \� W O OPIV AIR RELEASE VALVE - - - - - o \ J Q 101.00' - Z l o LOT 10 \0 17. THE BEARINGS SHOWN ON THIS PRELIMINARY PLAT MAY HAVE BEEN ROTATED FROM THE ORIGINAL LLJ J I\ IRRIGATION BOX RETAIN AND PROTECT - ,' \ ::::::. . . a� o o r N � � I0.O �I > � I 5,050 SF I � SURVEYED BOUNDARY TO MATCH THE BEARINGS FROM THE ADA COUNTY HARN SURVEY. �I� O EXISTING GRAVITY oo i IO 11 `J O ® IRRIGATION MANHOLE i �g 10' PUBLIC UTILITY, �I O IRRIGATION LINE oo R UTILITY POLE w 0 I ZQND ,:I ` IRRIGATION AND DRAINAGE 18. THERE IS A 35' WIDE LANDSCAPE BUFFER PROPOSED ON THE NORTH SIDE OF E. McMILLAN RD U CONNECT TO EXISTING o LOT 8 B W:::::: EASEMENT J I ADJACENT TO THE SOUTH BOUNDARY OF THIS DEVELOPMENT. THIS 35' IS MEASURED FROM THE J POLE ANCHOR 8" DIA WATER MAIN 6,141 SF P m - - _ _ _ - BACK OF THE EXISTING CURB, TO THE NORTH SIDE OF COMMON LOT 13 OF BLOCK 1. ❑E ELECTRICAL BOX �I CO I 10.Q' l0 ....... ... ....... ... E i CONNECT TO EXISTING Z N 19. NO LOT SHALL HAVE DIRECT VEHICLE ACCESS TO E. McMILLAN RD UNLESS OTHERWISE APPROVED a , LIGHT POLE " A N 8 DIA SEWER MAIN ��� cv IN WRITING BY THE CITY AND ACHD. ❑T TELEPHONE RISER ..... . . .. . .... . © GAS METER/MARKER iQ 5 cn 20.57', 89. o `` �:;�::':�:':�:��::�:'::�:;�::':: I 102LOT 1SF 'o - - - -� 3 �....:.. ........ .. 1. EXISTING 8" DIA R - o. n © GAS RISER SEWER MAIN "" /10.0' R-$ Ln © CABLE TV RISER N , :.':::'.:': :. 3:':::':: sw': r;:: ........................... ': :; :;': :; :::::: :'::'::: - TO I �PCE DEVELOPMENT DATA o a..................... ..................................... -N87° - J I PN p 0 0 i:: :::??`::'::':: O: :'':: :':: ::':::': ::'::'::::::':::'::::.... .. 44'05"W \D pN MAILBOX , F 1 _ . .pro .. : ��-�� SNEVgD\�\S\,g TOTAL SUBDIVISION AREA: 4.65 ACRES °� �- SIGN co::. :::. ::...:.... .::.::::::.......'..':... ::'. ::: -1 _ S IONg: R ......... 2606 BARRICADE LINE BETWEEN :...'::::.': r CONNECT TO `�r :. -0� _ EXISTING ZONING: R-8 -. OF ° d EXISTING VERTICAL CURB, GUTTER R-15 AND R-8 R 15 O DECIDUOUS/CONIFER TREE EXISTING STREET w.......T" - ee :.:. . , E, R J I - DRAWN SCALE AND 5 WIDE ATTACHED SIDEWALK) y Z� PROPOSED ZONING: R-8 & R-15 1 _- a . .. . 11 TOTAL LOTS: 23 TOTAL O LOT NUMBER r i r - - - 24. I I I LBW SHOWN 1 : :: :... ai i i �5�. '.:'::':: : ::::.:' .......... ::':'::' LOT 12 c DETAIL NUMBER �' 1: ;:: ::::: ::::;::.. :.. .. . . :. .:.. .. : .. ..: ;:: , 9,678 SF 17 SINGLE FAMILY RESIDENTIAL (R-8), CHECKED REVISION ° e SHEET NUMBER `? :::::; :::;' ::'':' >: :I: } ::::'::':::: 'I �I 3 MULTI-FAMILY RESIDENTIAL (R-15), C , ........, JEXISTING ACHD UP LAYOUT -:, :f: i ;:: I 3 COMMON LBW C �: . :. :. 0.40% GRADE & DIRECTION OF FLOW EXISTING FIRE HYDRANT ' o l STORM DRAIN F: T:r: :T:y.::: SHOWN ,.....,;:.�. ` I N° '::5 SEE NOTE 12 'd! :.. :. .. . ...a : : :: I COMMON LOTS: 3 TOTAL (SEE NOTE 11) DATE R a i B -.Y::: :::;:: . : :::: .:.'.: ::9::;:,c:;::�,::' ° (LOTS 1 AND 15 OF BLOCK 1 & LOT 4 OF BLOCK 2) S. ..... ._. .. �..... .. . �' I 05/19/2015 N , .... ..... ...... 12'29"E--- o _.............. ..... ...... .......... ......... ...... ............. ...... NOTE: THIS IS A TYPICAL LINE AND SYMBOL LEGEND -------------' =--- -_- COMMON LOT AREA: 0.79 ACRES± AND MAY NOT APPLY TO ALL PROJECTS. i r 7 10' PUBLIC UTILITY, PROJECT cn Q ....f.. z:.'::.'::: I IRRIGATION AND DRAINAGE i w - ± ± I AVERAGE BUILDABLE SIZE: R 8: 5 531 SF 0.13 ACRES o r Z o _ / � �\ � " � : ::: : : ::::: : : :'::'..':. :: ° ` I EASEMENT • ( ) 14015 ABBREVIATIONS EXISTING 8 DIA I N n D Ot7►, 10.0' R-15: 13,261 SF± (0.30 ACRES±) OPO �5 �" r F:::::':::: TITLE v WATER MAIN p N L pit R� LOT 14 >� AC ASPHALT ELEVATION MDD MODIFIED DRY DENSITY TBM TEMPORARY BENCHMARK N °, r p�lE `... , f - GROSS AREAS (THIS INCLUDES ROADS AND COMMON LOTS): z Z 20,418 SF r'::':: +::a : BOW BACK OF WALK ME MATCH EXISTING TBVC TOP BACK VERTICAL CURB ti I r z w r i :. a... .o �..L;. .. .. I - LOT 13 ❑ o R-8: 3.52 ACRES W l 9,687 SF I R-15: 1.65 ACRES EARL GLEN iR \\\ i s Ln a CB CATCH BASIN MJ MECHANICAL JOINT TOC TOP OF CURB GS CF CUBIC FEET NTS NOT TO SCALE TOG TOP OF GRATE ND SPR\N h �\ m TO BENREMOVED G HOUSE RETAIN AND PROTECT PROPOSED 35' GROSS DENSITY: R-8: 4.83 UNITS PER ACRE± SUBDIVISION a CON CONCRETE ELEVATION PC POINT OF CURVATURE TOW TOP OF WALK WOpD�gD �\.1 of 6�S B Z EXISTING GRAVITY m LANDSCAPE BUFFER I R-15: 9.70 UNITS PER ACRE± 5 C N (SEE NOTE 15) ❑ ❑ IRRIGATION LINE CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURV TYP TYPICAL ZONE IF 2^ c S' - ` I _ (SEE NOTE 18) E _ I 0 20 40 80 NET DENSITY (THIS EXCLUDES ROADS) DIA DIAMETER PT POINT OF TANGENCY WALL TOP OF RETAINING WALL ua Jl c R 2.51 �� - o PRELIMINARY 9 c_...._..... \ � R-8: 7.88 UNITS PER ACRE± L EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT \ SR -__ IN ` R 4Pi R-15: 14.96 UNITS PER ACRE± >_ EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTER LOT 615 c) __ - --- 2s0 �i�0 Sz' ,------- _- g, in.�. �_-T -2606__ SCALE (FT) PLAT FFIL LG FLOW LINE R RADIUS �48 \ oe ' �sr� - _ __- - P Ao -„M o -� N R 00 �P ENGINEER DEVELOPER a' FLANGE ROW RIGHT-OF-WAY � � � " � _ � ---- _ S89°12'29"E-277.57'� � 3 GB GRADE BREAK SDR STD DIMENSION RATIO _ R LANCE WARNICK, P.E. BRINEGAR INVESTMENTS, LLLP a GC GRADE CHANGE STA STATION _ 3 ASPEN ENGINEERS, CHARTERED 1925 N. Locust Grove Rd SHEET _ C C 2sog�p EXISTING VERTICAL CURB, GUTTER 485 W. MAIN ST, SUITE B Meridian, Idaho 83646 o IE INVERT ELEVATION STD STANDARD _L_ W 26 W W' -�W C W V WI- __ l" C AND 5' WIDE DETACHED SIDEWALK PO BOX 205 Contact: Russ Poe MW LF LINEAR FEET TB THRUST BLOCK 2669-` QP E. McMILLAN RD �60g ,SECTION LINE N _ LIP LIP OF GUTTER TBC TOP BACK ROLLED CURB - / I W W W KUNA, IDAHO 83634 (208) 353-1509 _ - 1 - (ww.A pen En8181 giineers.com o REMOVE EXISTING DRIVEWAY EXISTING 12" DIA j APPROACH FROM E. McMILLAN RD --- (SEE NOTE 19) WATER MAIN 1of2 L REVISIONS SITE INFORMATION GENERAL NOTES EXISTING ZONING: R-8 1. SEE CORRESPONDING PRELIMINARY PLAT DRAWING FOR EARL GLEN SUBDIVISION BEING SUBMITTED A 07/22/14 REVIEW PROPOSED ZONING: R-15 SIMULTANEOUSLY WITH THIS CONDITIONAL USE PERMIT FOR MORE PROPERTY INFORMATION. B 01/13/15 LOT ADJUST 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY C OS/19/15 APARTMENTS CONDITIONAL USE PERMIT SITE PLAN FOR MULTI-FAMILY LOTS I N UNITS PROPOSED: 16 UNITS ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHE CODE CHAPTER AL TITLE MI REGARDING UNDERGROUND FACILITIES DAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT NUMBER BUILDINGS: 2 (4-PLEXES), AND LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY 1 (8-PLEX) RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 HOURS BEFORE COMMENCING ANY EARL GLEN SUBDIVISIONBUILDING SIZE: 4-PLEX (LOTS 12 AND 13): UNDERGROUND WORK AT 811 OR 342-1585. (2) 2 BEDROOM UNITS ® 1,900 SF 3. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM PROPERTIES, SHALL (2) 3 BEDROOM UNITS ® 2,482 SF BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. TOTAL BUILDING AREA = 8,764 SF LOCATED IN A PORTION OF THE SW 1 /4 OF THE SW 1 /4 OF 4. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS DEVELOPMENT BY 8-PLEX (LOT 14): UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN EXISTING PRESSURE IRRIGATION PUMP (2) 2 BEDROOM UNITS ® 1,900 SF STATION LOCATED IN LOT 2 OF BLOCK 1 OF THE PROPOSED EARL GLEN SUBDIVISION. SECTION 29 T.4N R. 1 E BOISE MERIDIAN (4) 2 BEDROOM UNITS ® 2,482 SF ti<y. l (4) 3 BEDROOM UNITS ® 2,482 SF 5. STORMWATER WILL BE RETAINED ON SITE. THIS DRAWING CURRENTLY SHOWS THE CONCEPTUAL 4, ti� 7 7 7 7 TOTAL BUILDING AREA = 17,874 SF LOCATION OF FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND FACILITIES WILL BE z N �\ o DETERMINED AS PART OF FUTURE SITE DESIGN. STORM DRAIN LINES, RETENTION FACILITIES AND CITY OF MERIDIAN ADA COUNTY I DA H O LOT SIZES: LOT 12 9,678 SF (1 UNIT PER 2,419 SF) TREATMENT SHALL COMPLY WITH CITY REQUIREMENTS. 7 7 LOT 13 9,687 SF (1 UNIT PER 2,422 SF) 6. THERE IS A 5' PUBLIC UTILITY, IRRIGATION AND DRAINAGE EASEMENT ALONG THE INTERIOR LOT LOT 14 20,418 SF (1 UNIT PER 2,552 SF) LINES OF THE LOTS INTENDED FOR SINGLE FAMILY RESIDENTIAL USE. THERE IS INTENTIONALLY MAY19 2015 LOT 15 6,796 SF (COMMON LOT) NOT AN EASEMENT ALONG THE INTERIOR LOT LINES BETWEEN LOTS 12, 13 AND 14 OF BLOCK 1. 7 DENSITY PROPOSED: 14.96 UNITS/ACRE (NET-EXCLUDES ROADS) 7. THE EXISTING HOUSE AND OUTBUILDINGS ON THIS PROPERTY WILL BE REMOVED AS PART OF 9.70 UNITS/ACRE (GROSS) SUBDIVISION DEVELOPMENT. 0 I PARKING: 33 SPACES TOTAL 8. THE BEARINGS SHOWN ON THIS PRELIMINARY PLAT MAY HAVE BEEN ROTATED FROM THE ORIGINAL m E 32 SPACES REQUIRED (16 UNITS * 2 SPACES PER UNIT) SURVEYED BOUNDARY TO MATCH THE BEARINGS FROM THE ADA COUNTY HARN SURVEY. 00 O 4 0 U ro _ _ _ _ N = - -� _ _ _ _ J COVERED PARKING: 16 SPACES PROVIDED 16 REQUIRED 9. THERE IS A 35' WIDE LANDSCAPE BUFFER PROPOSED ON THE NORTH SIDE OF E. McMILLAN RD LEGEND �-�_ �') - - - - _ _ _ _ ( ) ADJACENT TO THE SOUTH BOUNDARY OF THIS DEVELOPMENT. THIS 35' IS MEASURED FROM THE � - 101.00' ADA PARKING: 2 PROVIDED (2 REQUIRED) BACK OF THE EXISTING CURB, TO THE NORTH SIDE OF COMMON LOT 13 OF BLOCK 1. EXISTING PROPOSED I I I - - w -- --- -- -- PROPERTY LINE I N I I BIKE RACKS: 6 PROVIDED 10. THERE WILL BE A SHARED PARKING AND ACCESS AGREEMENT FOR THE PARKING LOTS THAT 4 a) --- -- -- --- - - - - PROPERTY LOT LINE CO I z 2 REQUIRED (33 SPACES / 1 PER 25 SPACES) SERVE THIS DEVELOPMENT. h� o Q - - - - CENTERLINE PROPOSED BUILDING SETBACKS: o --- --- - - - - - - -RIGHT OF WAY FRONT: 10' (10' REQUIRED) con m --- SECTIONAL LINE o SIDE: 10' (3' REQUIRED) 0- - - - - - - - - -EASEMENT , o I I REQUIRED).- - - - - - - - . I II � � LOT 7 REAR: 12' ( .12�. _ _ m00 EP EP EDGE OF PAVEMENT I I I I - _ _ - _ _ I I a o0 I I . . . . . . . . .oa.. . 101.00' - - n EG EG EDGE OF GRAVEL cn N Gam G UNDERGROUND GAS LINE I I PROPOSED FIRE HYDRANT Ln, w W WATER LINE I JI s o 8w 8W 8" WATER LINE 6w sw 6" WATER LINE POSSIBLE LOCATION OF ~ - _ 101.00 - - I . . .I W I I o 1ws - 1" WATER SERVICE LINE ACHD SEEPAGE BED AND . . > . o I LOT 10 a s S SEWER LINE RETAIN AND PROTECT STORM DRAIN EASEMENT GLgN . . .�. . . o I of00 -I �. . . . . Q. . . . . . . . 8S 8S 8" SEWER LINE EXISTING GRAVITY I SEp EPR` Z 5,050 SF o IRRIGATION LINE ROPO D\V\S\ON W I L 4S 4S 4" SEWER SERVICE LINE L7 I P Sug R-$ I > 12SD 12SD 12" STORM DRAIN LINE od I �t ZONE: I O MI . . . . . . OHP OHP OVERHEAD POWER I I W I tl o UP UP UNDERGROUND POWER I I +o ..:. . ,:, ..�.L m. ...:.� . . � � UT UT UNDERGROUND TELEPHONE I I LOT 8 5.0' Z . . . . . . I _ J or'� a_ o FLOW LINE THIS LOT (LOT 4 OF BLOCK 2 OF EARL GLEN SUBDIVISION) I I I . . •. . . . . . . . 5.0 - - - _ _ _ _ _ �r I � L 00 GB GB GRADE BREAK WILL BE USED AS COMMON SPACE TO PROVIDE AMENITIES I 6, 141 S I I 34.0' 101. - - - - Q U) CD p V FOR CONDITIONAL USE PERMIT REQUIREMENTS FRO THE \\\ 10 0' -- (3r 0 V _GC GC GRADE CHANGE MULTI-FAMILY LOTS IN LOTS 12-14 OF BLOCK 1 AND THE I GLEN LJJ Z 0 0� TB TB TOP OF BANK OTHER RESIDENTS IN THE SUBDIVISION I OSED EpR N z LLJ o ro TOE TOE TOE OF SLOPE I I II PROPOSED 8" WATER MAIN . 48,0 ... . . . . . . N I PROP SVgD\v\R B J o 00 PI 4PI PRESSURE IRRIGATION LINE I L� I. ZONE I m (n z c o IRR IRR GRAVITY IRRIGATION LINE I I o �// ao I LOT 11 I w N 0 O CHAIN LINK FENCE 89 19' o . . . . . . . . . . o f a z 20.57' - - - - - - - . . . : . 5, 102 SF o - ❑ WOOD FENCE EXISTING 8" DIA - - o '43? PROPOSED 8 SEWER MAIN �I X❑ "" VINYL FENCE R SEWER MAIN IR �� X X WIRE FENCE / 2601------- CONTOUR / W. B.W. $W. . . . . . . . . . . . SSMH . . . . . . . . O OO OO SEWER MANHOLE �J .' . . o I. . . . .' '.' '. . . . . . .� . . . LINE BETWEEN . . . . . PROPERTY LINE o0of WATER BIBB/FAUCET - s PROPOSED DRIVEWAY J ❑ W � 22' � � R-15 AND R-8 oco oco SEWER SERVICE MARKER / / . . .o. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �87'44'05"W CLEANOUT . . rn 107.14'�_ J Jib . . . . . . . . FIRE HYDRANT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . o - o . . . PEDESTRIAN CONNECTION TO . 2 7 �w WATER WELL / PROPOSED ACHD SIDEWALK . / . I Q Z . . . . ED Li- . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . W WATER METER - ® CONNECT TO 1 SETBACK ❑w wV WATER SERVICE EXISTING STREET PROPOSED DRIVEWAY ADA RAMP . 2 REAR / PROPOSED Da ® WATER VALVE 0000 . . ,1: : Z) Cn cn i TRASH ® BLOW-OFF ASSEMBLY & VAULT _ o ENCLOSURE O�Q 12.0' PROPOSED 5 TEMPORARY BLOW-OFF - - _ - 114. 3' v - - - - /(. . . ZONE' _ o, � 2 SEEPAGE g-1 E BED PR PRESSURE IRRIGATION DRAIN / //� 4.80' . . o. . . . . I I O 0 ] co PIPE END CAP EXISTING VERTICAL CURB, GUTTER cb� 25.0 LOT 12 cz 7 0�° - MM 00 ]I PIPE ADAPTER AND 5' WIDE ATTACHED SIDEWALK "�� PROPOSED "" �. 5'S� 17.0 25.0 7 . a i� Z W FITTINGS W/THRUST BLOCK SEEPAGE BED . . EASEMENT 4. 9 6 Q - 78 S II EXISTING SEEPAGE BED / O y � C N I. . �. - - 1 : . 4 PLEX V J . . . . . . . . . . . . . . . w =. . (MULTI FAMILY BUILDING I Lu WEREMEN e ° 4 STALL 4 STALL �. OO O STORM MANHOLE CARPORT, TYP 4 . CARPORT TYP 4 `� 7 0' 7.0'; 6.0' 4' WIDE SIDEWALK � 7 � O FROM UNIT TO Z W ® STORM DRAIN CATCH BASIN EXISTING FIRE -IcV MW 21.3' ��. .'� . . PARKING LOT, TYP - 1 �° ' . `_'. _ W o STORM DRAIN DROP INLET HYDRANT I - "- a . .-'!". PROPOSED I EXISTING ACHD 10�.0' °' �. . BIKE RACK 15.0' i PIV O O SAND AND GREASE TRAP IR STORM DRAIN I o ~ Q . . . . . .I. �. a$ r 4J (o Q AIR RELEASE VALVE I z I I (12 STALLS-AT 9' WIDE) r PROPERTY LINE J LLJ v ®IRR IRRIGATION BOX PEDESTRIAN . .. . m �. . CONNECTION TO MW ¢ 8 •12'29"E I 4'0 I N p�PpE J 0 OO ® IRRIGATION MANHOLE EXISTING ACHD �---=-- -�- a , . - /� o i 130.12' SH V\S L.L UTILITY POLE SIDEWALK 0 z ¢ vgD\ �g r . . 4 STALL w . . . S R o i� E POLE ANCHOR I I ow a CARPORT, TYP 4 Q Q Q 00 0❑E ELECTRICAL BOX I .a b ao. ° I Ia LIGHT POLE W I o o .Q ❑ `� I PROPERTY LINE O W 0 TELEPHONE RISER 4' WIDE SIDEWALK PROPOSED . . .z ¢ , EXISTING 8' DIA w FROM UNIT TO BIKE RACK ¢ 10.0 - (� © GAS METER/MARKER > C � o PROPERTY LINE 0 o WATER MAIN v N PARKING LOT, TYP ¢ . . ADA RAMP N © GAS RISER Q N �, EP ADA RAMP ¢ 0 10' PUBLIC UTILITY, Z LOT 14 z o © CABLE TV RISER Z z cN ¢ I IRRIGATION AND DRAINAGE Q o o MAILBOX I o 1813' ° 2 0, 418 S F J Yw l i� } I I EASEMENT U SIGN 8-PLEX J¢ . . "? o i . . LOT 1 3 o DRAWN SCALE BARRICADE w PROPO 5 (MULTI-FAMILY BUILDING) N . .. . .:`j r. .... . .... . �' �° 9, 687 SF LBW SHOWN 0 0 DECIDUOUS/CONIFER TREE IR m ZONEo R z . . o I 1 . . . : : . . . . . . . 4-PLEX O LLJ LOT NUMBER Z 15.0'_ 7 0' 7 0' (MULTI-FAMILY BUILDING) CHECKED REVISION . . . . . . I e DETAIL NUMBER g S --------- J 4 STALL !: . ! p LBW C o - SHEET NUMBER Sp? IR I CARPORT, TYP 4 I DATE 3 ACHD DRAINAGE . ;` 0.40% GRADE & DIRECTION OF FLOW WOOp\ AN�S\ON 7 0' SJ C,N EASEMENT - I - 17.0' 131' 05/19/2015 I o . . . . . . . . . . o PROJECT �I 2.51' - - - N 9 N 14015 NOTE: THIS IS A TYPICAL LINE AND SYMBOL LEGEND IR IR IR IR _ _ 17 41_ " a _ _ � - ° j AND MAY NOT APPLY TO ALL PROJECTS. 4P1 1\---4PI m - - - - - I TITLE > I 4' WIDE SIDEWALK - ----------- 4PI 5' EASEMENT _ 4PI o 4PI a) ABBREVIATIONS I S \ FROM UNIT TO PROPERTY LINE `� PROPERTY LINE �9 PARKING LOT TYP RETAIN AND PROTECTOf .� _ LOT 15 PROPOSED 35' - w- - - - - - - - 0 10 20 40 EARL GLEN a AC ASPHALT ELEVATION MDD MODIFIED DRY DENSITY TBM TEMPORARY BENCHMARK sr° EXISTING GRAVITY - - �•� �- -LANDSCAPE BUFFER -�- v? 0- BOW BACK OF WALK ME MATCH EXISTING TBVC TOP BACK VERTICAL CURB �Q,- d� L! IRRIGATION LINE _ o B o - - - - - - - - - - - 6, 796 SF (SEE NOTE 9)- -m- -4' WIDE SIDEWALK _ - - -N W SUBDIVISION CB CATCH BASIN MJ MECHANICAL JOINT TOC TOP OF CURBLo M CB ��\ - - FROM UNIT TO CF CUBIC FEET NTS NOT TO SCALE TOG TOP OF GRATE \�- _ _ _ _ _ PARKING LOT, TYP SCALE (FT) CUP SITE PLAN CON CONCRETE ELEVATION PC POINT OF CURVATURE TOW TOP OF WALK I S8912'29"E-277.57' FOR CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURV TYP TYPICAL DIA DIAMETER PT POINT OF TANGENCY WALL TOP OF RETAINING WALL IR MULTI-FAMILY m EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT CB 3 LOTS a' EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTER REMOVE EXISTING DRIVEWAY O 3 FL FLOW LINE R RADIUS APPROACH FROM E. McMILLAN RD EXISTING VERTICAL CURB, GUTTER cof AND 5' WIDE DETACHED SIDEWALK SHEET j FLG FLANGE ROW RIGHT-OF-WAY (SEE NOTE 19) o o W W W W W W W W W W W W W W W W W W W W W W N _ GB GRADE BREAK SDR STD DIMENSION RATIO GC GRADE CHANGE STA STATION W W ` W W W W _ IE INVERT ELEVATION STD STANDARD E. McMILLAN RD SECTION LINE \` W EXISTING IN DIA o LF LINEAR FEET TB THRUST BLOCK - - N LIP LIP OF GUTTER TBC TOP BACK ROLLED CURB -- WATER MAIN - - - 1of1 L /i, t. psi - - ' "°;� ;.ash i . . ;:•'�,:;� �::;=. s _ `j, ,p y. .A"f- -•eras- A ; a L` S ► a. i w !i"/E: �+•-s }�' r�P� rya_ ft— {:.'•�. �'�" 'i�-k� .I.F. .' �?� .Ps:r,y �.!'.•: r �sMp f-j IN Odom" fL 44 ,aPn I e � FR - _ � __ ?$ M� _ } •: ..tee � ���. - I- — t �. 4�� •iy �� WY�i !� -_•rYr�y4��� .. �:� it �,`� ,_ �{. y is j •�" dV::"� � �� P.::�I� � eft .�: �-1 i��. :� I -:�� :'� i i � P J S i ii f 'i r 1 � ` • ■ J CONCEPTUAL ENGINEERING PLANS FOR REVISIONS ----- --------- 0 - --- r A 7/22/14 REVIEW --- -------------- --------- - B 01/13/15 LOT ADJUST -------------- EARL GLEN SUBDIVISION %" C 05/19/15 APARTMENTS ------ LOCATED IN A PORTION OF THE SW 1 /4 OF THE SW 1 /4 OF -1 SECTION 29, TAN , R. 1 E , BOISE MERIDIAN , CITY OF MERIDIAN , ADA COUNTY, IDAHO ---- ----I --_ J ------------- ---- I-- -- l MAY 197 2015 - ------) f� f-------- ----r-----�- z �n O o � Q --------------------------- �--E. McMILLAN RD -------------------- PROJECT SITE STUB WATER MAIN TO THE CONNECT TO EXISTING --- \�--------- LEGEND NORTH FOR FUTURE EXTENTION SNER\DD\v\SOND W p,N 8 DIA WATER MAIN � EXISTING PROPOSED 50 NE R 8 EXISTING 8" DIA PROPERTY LINE SSMH #160-A4 Z - WATER MAIN - - i U o i STA: 18+17.08 _ _ _ _ i _ - (n -------------------- ------ --- -- -- --- - - - - PROPERTY LOT LINE ------ ---- � I —� � TJ261�- ®IR � / ti � OFF: 5.00E � ---- - CENTERLINE ---' LOCDS� 8W W W �� -- -- --�----- - `!�> m � - -- - -- - - - - - - -RIGHT RIGHT OF WAY N E 5040 ovE RD N� �' E ROARING CREEK ST ,_-26io--- ,',' � '' T o y --- SECTIONAL LINE G RDV �CODNx - --- EXISTING 8" DIA ROARING CREEK STA - ------' _--- �� -- -r - - - - - - - - - - - - - - - - - -EASEMENTCl.) I SEW��ER MAIN S ---- ------ �� � ; EP EP EDGE OF PAVEMENT s:."36V4 C s,s.,4 -- -_ S —————— --__- 6 ———&" _ ---- --------- ----- --- --—- — e dA EG EG EDGE OF GRAVEL ------:26� ----_ -�_ = _ -_-__ -==- so _- ----____ - w SD — - - c —� �— — VICINITY MAP GAS G UNDERGROUND GAS LINE 08 — - X — �)C -' ' ' ---�2608_— 4 I �� R� R R ` -2610- 1780 E. McMILLAN RD, MERIDIAN, IDAHO 83646 Ln 0- W W WATER LINE - �- \\ I� - - - -- (--I Q 8w 8w 8" WATER LINE 60�, �' �'�;��� I �,� I PROPOSED UNDERGROUND �� N.T.S x 2 I 00 PRESSURE IRRIGATION LINE RETAIN AND PROTECT EXISTING fb 6w 6w 6" WATER LINE I I o CN- R GRAVITY IRRIGATION LINE AND BOX p 1 Ws 1 WATER SERVICE LINE 10' PUBLIC UTILITY, - LOT 1 �� I �n 4 a S S SEWER LINE IRRIGATION AND DRAINAGE A1 I 5,856 SF I I I " I 'ot m 00 EASEMENT LOT 4 LOT 3 LOT 2 8s 8S 8" SEWER LINE I 5,817 SF ,I 5,039 SF I 6,463 SF I LOCATION OF EXISTING F-r--I 5 00 4S 4S 4" SEWER SERVICE LINE �1 I- `�, PRESSURE IRRIGATION N lzt 12SD 12SD 12" STORM DRAIN LINE - - - - I I I I PUMP STATION N- OHP OHP OVERHEAD POWER SSMH #160-A3 \ ( I I \ o UP UP UNDERGROUND POWER STA: 17+01.86 PROPOSED UNDERGROUND I OFF: 9.32E UT UT UNDERGROUND TELEPHONE PRESSURE IRRIGATION LINE a�', LOT 2 \ J 0 FLOW LINE I 5,773 SF �� ��� �`� Ln a- GB GB GRADE BREAK �� `� - - - - _ _ - `� - 10' PUBLIC UTILITY, 00 GC GC GRADE CHANGE _�' - IRRIGATION AND DRAINAGE I_ A `� �— EASEMENT TB TB TOP OF BANK TOE TOE TOE OF SLOPE �\ — LOT 5 PI 4PI PRESSURE IRRIGATION LINE I \ �� 7,831 SF _j 0_ �p IRR IRR GRAVITY IRRIGATION LINE I I \ \ ` I J O a� O CHAIN LINK FENCE LOT 3 \ \ \ I ` J o r a- 0o kp❑ WOOD FENCE I 7,788 SF Z�� R�8 ` \\ - — — - - _ LO Qcli O cam» I] VINYL FENCE S X X WIRE FENCE D SpR\tA I— \ \ ` �2607� CONTOUR WOODLPDA�\SVON - - �� A � _ _ GENERAL NOTES z w 6 — n @SSMH OO SEWER MANHOLE NE. C'N - - - - - _ - - \ ` LOT 6 FN pLPCE 1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN � J p / I \ \ 5,880 SF I ER\D \ON SN D\v\S APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE m (� Z _0 c ❑s WATER BIBB FAUCET I \ \` I SVB CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE LLI oco oco SEWER SERVICE MARKER \ SSMH #160-A2 `" I ZON PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF W 04 o U CLEANOUT _ _ STA: 15+47.17— �J �I EXISTING UTILITIES BEFORE COMMENCING WORK. THEY AGREE TO BE FULLY o z � b FIRE HYDRANT OFF: 1.81L - - - - RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THEIR FAILURE TO _ Aq I EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. CALL DIGLINE, INC., 48 WO WATER WELL LOT 4 HOURS BEFORE COMMENCING ANY UNDERGROUND WORK AT 811 OR 342-1585. q 0 WATER METER 26,091 SF ` ` I LOT 7 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF 0 WATER SERVICE 1 I I LOT 5 I 5,107 SF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS AND DRAWINGS TO THE mwv ® WATER VALVE I 5,506 SF I I IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC). O BLOW-OFF ASSEMBLY & VAULT i \ I I I PROPOSED UNDERGROUND 3. ALL SANITARY SEWER LINES SHALL BE 8-INCH IN DIAMETER UNLESS OTHERWISE TEMPORARY BLOW-OFF i - - _ _ - PRESSURE IRRIGATION LINE NOTED. SEWER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. PRESSURE IRRIGATION DRAIN i - _ - I - 4. ALL DOMESTIC WATER LINES SHALL BE 8-INCH DIAMETER UNLESS OTHERWISE ] PIPE END CAP j \ g\.00K 2 i — I NOTED. WATER SERVICE SHALL BE PROVIDED BY THE CITY OF MERIDIAN. z I PIPE ADAPTER I \` � Fjl �Fp FITTINGS W/THRUST BLOCK / I I 5,050 SF \ I LOT 8 5. THIS PROPERTY IS NOT LOCATED WITHIN A FLOODPLAIN. O O LL EXISTING SEEPAGE BED LOT 6 I cn 3 a1 6. CONTINUATION OF GRAVITY IRRIGATION DITCHES OR DRAINS TO DOWNSTREAM C/) PROPOSED UNDERGROUND , I 5,555 SF I I °0 I 00 I 8` \ I PROPERTIES, SHALL BE PROVIDED IN ACCORDANCE WITH IDAHO CODE. z V J OD O STORM MANHOLE PRESSURE IRRIGATION LINE I- - �J I Q � O � PROPOSED 8" SEWER MAIN I--� - - - 7. PRESSURE IRRIGATION WATER WILL BE PROVIDED TO THE LOTS IN THIS J ® STORM DRAIN CATCH BASIN _ _o_ _ I �_ J I \ DEVELOPMENT BY UNDERGROUND PRESSURE IRRIGATION LINES SERVED BY AN � 0 STORM DRAIN DROP INLET o - - - - I\ R�8 EXISTING PRESSURE IRRIGATION PUMP STATION LOCATED IN LOT 2 OF BLOCK 1 Ur Q co 10. —I pNEO MM 00 O O SAND AND GREASE TRAP 0 I Z LOT 9 8. STORMWATER WILL BE RETAINED ON SITE OR DETAINED PRIOR TO DISCHARGE INTO z W ®PIV 4 AIR RELEASE VALVE I` I I I 5,050 SF I THE HISTORICAL DRAINAGE FACILITY. THIS PLAT CURRENTLY SHOWS THE = O �-- CONCEPTUAL LOCATION OF FACILITIES, BUT THE ACTUAL LOCATION AND SIZE AND LU ®IRR IRRIGATION BOX it I LOT 7 \\ I PROPOSED FIRE HYDRANT I FACILITIES WILL BE DETERMINED AS PART OF FUTURE SUBDIVISION DESIGN. STORM LLJ V J (z OI OO ® IRRIGATION MANHOLE I IJ I 5,555 SF \ I DRAIN LINES, RETENTION FACILITIES AND TREATMENT SHALL COMPLY WITH DEQ'S UTILITY POLE PROPOSED LOCATION OF I - - - �_ _ _ STORMWATER BEST MANAGEMENT PRACTICES AND BE APPROVED BY ACHD. Ur POLE ANCHOR ACHD SEEPAGE BED AND I \ { I \ > \� 9. TOPOGRAPHIC AND BOUNDARY SURVEY PROVIDED BY FOX LAND SURVEYING MAY z LLI ❑E ELECTRICAL BOX STORM DRAIN EASEMENT I _ _ ' J a I F 2014. PROJECT DATUM IS THE NAVD 88 DATUM. w W O I r—� _ — =— z3 I I Co LIGHT POLE RETAIN AND PROTECT I ,' \ I LOT 10 I a 10. SEE SHEET CP-2 FOR CONCEPTUAL SEWER PROFILES. Q 'R v ❑T TELEPHONE RISER I I O 5,050 SF V T C EXISTING GRAVITY r � � I c © GAS METER/MARKER IRRIGATION LINE �ii �' I ��� R�8 I � 7, v CONNECT TO EXISTING PROPOSED 8" WATER MAIN LU © GAS RISER LOT 8 I W I I U © CABLE TV RISER II ' 8" DIA WATER MAIN I 6,141 SF CD �-- - - - - z SIGN CONNECT TO EXISTING Z — 0 o MAILBOX DIA SEWER MAIN U BARRICADE I' LOT 11 ® Uj 0 DECIDUOUS/CONIFER TREE N r' - - - - 5,102 SF OLOT NUMBER EXISTING SSMH #K16-160 I / o,� , / I P o STA: 10+95.01 �r �- � , v 8w I \DPN pL CE N OFF: 0.82L-; �� �Q5 %I z2" - - _ ER ON DETAIL NUMBER _ - - - - uBD\ S\ S SHEET NUMBER 2606 SN R' 0.40� ' EXISTING I SSMH #160-A1 - a GRADE & DIRECTION OF FLOW a- T - T,_ r SEWER MAIN T STA: 13+05.40 _ DRAWN SCALE f I y � / OFF: 8.26R I — 'No � , ' _ T' _ LBW' — — — SHOWN Q) NOTE: THIS IS A TYPICAL LINE AND SYMBOL LEGEND i I �v _ LOT 12 9,678 SF CHECKED REVISION AND MAY NOT APPLY TO ALL PROJECTS. LBW C ABBREVIATIONS �I EXISTING ACHD I EXISTING FIRE HYDRANT © of STORM DRAIN N __ F,--------------, x 0 20 40 80 DATE 3 AC ASPHALT ELEVATION MDD MODIFIED DRY DENSITY TBM TEMPORARY BENCHMARK R \ �i " O I ` la, > I ; ><-' \ ; I ❑ I 05/19/2015 BOW BACK OF WALK ME MATCH EXISTING TBVC TOP BACK VERTICAL CURB , N I W , cal CB CATCH BASIN MJ MECHANICAL JOINT TOC TOP OF CURB SCALE (FT) PROJECT CF CUBIC FEET NTS NOT TO SCALE TOG TOP OF GRATE Q °W 6' ` II CON CONCRETE ELEVATION PC POINT OF CURVATURE TOW TOP OF WALK Z l f i I pR� R,15 ❑ 14015 EXISTING 8" DIA I o EXISTING HOUSE CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURV TYP TYPICAL WATER MAIN O TO BE REMOVED,- LOT 14 I I TITLE DIA DIAMETER PT POINT OF TANGENCY WALL TOP OF RETAINING WALL 20,418 SF LOT 13 r ❑ i j EG EXISTING GRADE PUE PUBLIC UTILITY EASEMENT - a I W Wi i I °' 9,687 SF ° EARL GLEN EP EDGE OF PAVEMENT PVI POINT OF VERTICAL INTER \,tAG R m I y o S i SUBDIVISION FL FLOW LINE R RADIUS DA PND S ON i i I I i r� �I �� I j, SUBDIVISION `NOOS05w. S,A'A � - sas a Z I ` I PROPOSED UNDERGROUND FLG FLANGE ROW RIGHT-OF-WAY E• C N l ❑ ❑ PRESSURE IRRIGATION LINE E GB GRADE BREAK SDR STD DIMENSION RAT10 CONCEPTUAL GC GRADE CHANGE STA STATION ' ------ I� \ 4 — 4PI — ENGINEERING EE INVERT ELEVATION STD STANDARD -- -- - _ LOT 5 LINEAR FEET TB THRUST BLOCK -_- 260 ' 2i _ CBRETAIN AND PROTECT- ___--__ -- - 1/ �\---- PLANS LIP OF GUTTER TBC TOP BACK ROLLED CURB ^� _ 6,796 SF 2606_, �2608 --- EXISTING GRAVITY — '— _ - ENGINEER DEVELOPER 2608-�_ IRRIGATION LINE IR --- --/_ - ----- d LANCE WARNICK, P.E. BRINEGAR INVESTMENTS, LLLP o - ASPEN ENGINEERS, CHARTERED 1925 N. Locust Grove Rd SHEET (00) 2608 26 485 W. MAIN ST, SUITE B Meridian, Idaho 83646 W W _ ' off_ PO BOX 205 Contact: Russ Poe '-26 8 2608, _ W (208) 353-1509 _ 260 @ E. McMILLAN RD SECTION LINE W W W W -�- (208) 466H 8181 634 - - — — — — — C P� 1 EXISTING 12' DIA www.AspenEngineers.com i WATER MAIN 1 Of 2