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CHOICE CENTER FILING 3 (FORMERLY 1721 S. COLLEGE TOWNHOMES) - PDP ..... 8/14/17 ADMINISTRATIVE HEARING (CONTINUED FROM 7/10/17) - PDP160042 - REPORTS - RECOMMENDATION/REPORT W/ATTACHMENTS
Jason Holland From: Eric Sutherland < sutherix@yahoo.com > Sent: Thursday, July 06, 2017 7:31 PM To: Jason Holland; Cindy Cosmas Subject: Entry of appearance as party in interest. With this email communication, I enter my appearance as a party in interest in the following Type 1 development reveiw applications. Choice Center Filing 3 Project Development Plan Salud Project Development Plan Confluence Project Development Plan Please provide for public inspection of all materials to be presented to the hearing officer for the hearings scheduled for the above projects. Please provide for public inspection of all authorizations made in advance of this hearing. If the recipients of this message are not the custodians of the public records that I am requesting to inspect, then please forward this email to such custodian. Eric Sutherland Fort Collins If the recipients of this message are not the custodians of the public records that I am requesting to inspect, then please forward this email to such custodian. Eric Sutherland Fort Collins Jason Holland From: Eric Sutherland <sutherix@yahoo.com> Sent: Friday, July 07, 2017 11:07 AM To: Jason Holland Subject: Re: Entry of appearance as party in interest. Additionally, because all of the parking provided is in enclosed garage spaces and cannot be easily shared between tenants or accessed by guests, the applicant has agreed to provide ten additional guest parking spaces within the State on Campus parking garage to the west. As I recall, this provision is in conflict with the amendment granted to the Summit PDP. (Appealed) From: Jason Holland <JHolland@fcgov.com> To: 'Eric Sutherland' <sutherix@yahoo.com>; Cindy Cosmas <ccosmas@fcgov.com> Cc: Leslie Prassas <LPrassas@fcgov.com> Sent: Friday, July 7, 2017 10:13 AM Subject: RE: Entry of appearance as party in interest. Mr. Sutherland, We have received your email and acknowledge you as a party in interest. The staff report and all of the applicant's attachments that have been submitted to the Hearing Officer are available here for the three projects: http://www.fcqov.com/developmentreview/agendas.php Best Regards, Jason Holland, PLA I City Planner City of Fort Collins 281 North College Avenue Fort Collins, CO 80522 970.224.6126 iholland@fcaov.com From: Eric Sutherland rmailto:sutherix@yahoo.corn] Sent: Thursday, July 06, 2017 7:31 PM To: Jason Holland; Cindy Cosmas Subject: Entry of appearance as party in interest. With this email communication, I enter my appearance as a party in interest in the following Type 1 development reveiw applications. Choice Center Filing 3 Project Development Plan Salud Project Development Plan Confluence Project Development Plan Please provide for public inspection of all materials to be presented to the hearing officer for the hearings scheduled for the above projects. Please provide for public inspection of all authorizations made in advance of this hearing. I_ - DENT.... ..... .... - — - _ ENALOrNENT DISTRICT(E) COLORADO STATE , UNIVERSITY '11'IOSDUtFMR.0.W- �a1��pp��y� CORRIDORRO.W. 4' - Ncv K� melEeLateH-wDMVAIIle — � �T �W.� n ALLOWMIE UeFS Wf111NM Bat,REERroMCIpIL1.1 �-I� I �— — �„V� ��II _ �1 r — — OFMINOKeoDE — ViK LOTI — '- TRIM DOSTN02ONNG: NA74 of OCL071Rt 0.70 •a � — — II., 0 COMMERCWLpBTRICT(C) W I I IAEeK ORANAOE eAeEAIITl7 wro�TNryOVAREIS a l l I✓ I _ l CONCRETE eaFODo snER cauFINES — 10 1I 1 �,Lf'^-- iim 6381 In' �////'''' BRAINAOE HTadIDYT / WIDTH VARIER JI;I - NOAM g 8 . (�I jI 1- {--I- 1 TIFF LArIDeo1FF RAW BIIM RAW NI0DFR0 WDMY fJACATaa IV I I6 J b cYenEw (nPl wAUt- !TIP) I mPl V f I vj�' ANUF IDOSTNOZORNG: Y FNEO YARNS MYLIION mSI1N020NN0: IOAarAIAL1OIOTRIOT ICI / �N�1 iWMIAERCMI p9TRICi lCI1 l; �,y tt J RVN NERADo CONCRETE BUILDINGI p _ -: }_�-.w._,___I- .I mm LEVELS RESIDENTIAL (J �1- I — -� 1SIM ICJ J J1� �Dy SBEWMK a M,AEIK TPAMPoRIER - --§ -- �-- &W%nX ]°0Pe as 11 K a Y1f1X _ _ _ _ - CHOICE CENTER _ _ - - _ 1 - _ RWAR mE - M&W O I III 7n08� ---�_L r ---r - _ - r (.:YI I I r- EKIaTINOZ0 ING: I GwaERDAL DISTRICT(C) $ ny Wi-- - . -YL._ .. K = --- p I5 (ONDNAI.T 8 BUILDING LEVELS RESIDENTIAL I TaFE welu LOD L D J LGC T'DN —g �� INALE " aetMPS I 'NMI` K I a BUILDING 3 TEMPORARY yy 19OBTN02BNNKT. 10"0N0 .8 COANERCIAL DISTRICT (CT '°'� �i_Flx _y� DOSTIRNOZONNO: ��ry —I��— /��``-�l1'' WL+MERCNL DIBTRICi (C) 'hlr�m --I PARKING CALCILA7INN a" LOT SOUTH PARKING "IT 103 NORTH PAR OI G LOT N HANDICAP SPACES 11 SUS -TOTAL 1e5 LOTI - SHE PAIMM REOKEO to pAN MOD- ID% OF TOTAL AUTO SPACES) PROVIDED 1N LOT2 ONSTREET 0 SOUTH PAPJOq LOT ]° HANDICAP SPACES 2 SUB -TOTAL It LOT 2. NNE ►ARKOIO 1 OWN MCI)•10%OF TO ULAUTO SPACEN PROVIDED 25 LOTS WEST PARKING LOT 11 EAST PARKING LOT ]° HANDICAP SPACES ° 9U&TOTAL SS LOT ]. BIM PARING ° OWN EGD -10% OF TOTAL AUTO SPACED PROVIDED 10 LOT WEST PARKING LOT 10 EAST PARKING LOT 37 HANDICAP SPACES 2 SUBTOTAL 60 LOTS -BIKE PARKIN ° pAN MOD- IO% OF TOTAL AUTO SPACES) PROVIDED ° TOTAL VEHICLE SPACES °N TOTAL NKEPAO PROW IOm ISO L t t) T - _ 3 LEVELS I TNrzMiel T ESIDENTIAL I PMlSIDTNe00E IW010I I -1 1 .EVEL RETAIL LOT2 _____ _— '�— 9 amid KONI0IA — — — — ,• Ili :� llra — BI PROPER, LSE AMMMMLEGM SIGN AWMMY E10BTING ZONMO: K WNNfNEEANDEM EMPLOYMENTOISTRICT(E) UE UILm EAOELNIn PITA MAN ACOIS EARBEMf AE ACQUIREANEENT ME WATRLIEFMENN PM RNICAI'CEeOMFA PA RAICACTzBeEAMW DA 01%NAEMEA TOE TEWGWI'COISTAUl!TCREAEEIEKT PC) FOX BDRW100NTERB®NBCN pBL1 C011URT NLNtTEeITKC 'ID ISEIE60EVT30AEI T EIaam 2ONINo: ION COMMERCIAL DISTRICT A OlK % R9na nn _L 1. MLFROOOEDOQOR101111 IEYND NOLON — I— — — — r aaFOEsaTMREnmaeAVERRr+azma OE—RDRNVMn — — — — — — — — I — - - — . —�— — wlan7ERI T------- a PFDPMDL1E DE AECTTDGLwNm10 >� RYPI me7ngzoNN0. REOEtIEN1000N081FM WINAP11D1® 6VAEaK — 1 COMMERCIAL DWIRICT(C) CLEW CODNNe. I ° a rERMTGroEPUA®aNNE RAatroE eln 711 _ L i C a �OIIDFIOWMwNMiNAfWN]ttE DTI - I a AURDOmAN IIidYATOI BIONNa NEEre TUN\SIT - (— %4WIOFa __ T- I Lu___-� HOTELS roll noaowAY AND PLOOOPLAN AI®• 0 �(� ' I 1••I••(,1 ,.__ �) %� ,. FFDO P ANEAN FLOD�EMJE ECTCTTOTE L G T} E-i vI IV'I o f I REQUIREMENTS OF CHAPTER 100FTHE CITY mumeCIPALCoDE OFllM Y I � I �,-_. O T-Ir� IIIII,,...�,��� �—��— 2 H) STORAGE OF NATERALS OR EQUIPMENT N THE ' $ nwafa )'-' I J { �,FSOHiMO— — — - CONSTRUCTION. ION. DURING GRAFTER Im ::S I/ �f+,'pARKNG CORSTRUCTON ]. ALL MoT BE FIEAINTHEF THROUGHA FLOODPOWAY TNNf011E11 I� I�� I .- USE ENEMA NO RIECERTIIATION. N NN ✓' $ — N7 UETIFICAT AND ANORIECBTURCATOHNO PEDEITWWUG I1;� ica �$. $ - — — — — - W�THOFlAnIonaE CERTIFICATIONS AND BE F�EM ( UE NNIt 'T' ELEVATION CERTIFICATES. *------------- Mm AE r a LAIM09VIPE CHMIOEBNTE FLOOONAN AND r r Il i I FLOGGI MUST BE PRE APPROVED TROUGH FLOOOPW N UE PERMIT AND A NO RISE T _ p0m CERTIF1CAnOH yy F2K a ALL NroroSEDCODITIONSDETEsar®SYMOM UFaLu1i8 Mm / B Nm PI CAENUAOER0►0WMEFFECTIVEJAMARYn. $ EPA Y _1� PIIIs1EFa e. RACD1DNT or NEW VEOETAnONNTHERwowAr EiK FURERATPRRNI.L a [ SI IN A LOCATION OR OF A QUANTITY OR TYPE THAT IS - _si_o tir��afy J m97NG ZONING; DETERMINED TO LIKELY RESULT UPON MATURITY IN -IK LOT41 �� I c �DISTRICT (C) AN INCREASE IN BRIE FLOOD ELEVATIONS LOT] nml--, LIN aD PROHIBITED. NO -RISE CERTIFICATIONS 13 REalMEO FOR ALL SITE WORK INCLUDING LANDSCAPING 9= 11W BUILDING / ' D WTTHIN THE FLOOD+VAY. 1 LEVEL RETAIL 7. THE FLOOD CONTROL CHANNEL MUSTS em—• -2Nm I MMMTANED IN ACCORDANCE PATH CLOAK CAE ._-_ I I _ _.WICK-___________ __ NWSER aro 5& THE CIIArNEL MAY BEMO'AED SEASONALLY. BUT IRW I''II 0. A BRECEA MINNOW HEIGHT OF 1 IVING TRM WBf�EI 1 !x• I JL.-------------- ACCORDANCE%eTH CLGMR CASE NICER :om •I ''-•I 'I / I I pppp'• Iggl I I 1 BII I I 2aII0I !' --eRo-ilwux NaaaR ESE E Co"GREISANDaDLwNKr EaTABUSHED MNW15AFORUM ObIM pON 1-A3roMUST EIRRIGATED UNTILAll OFTHE AREASARE BRE OISECTro E2GTNaT e. WE SITS ],1 AND OFOR MORE DETAILS OFTHE -ATtACH® 5 FLOOD CONTROL LINNIEL. ummacem-CM10I1 — —-FXROW" NIOP. FISIN Qu TT:777 — _ _ — T- -T (T L ----=_COLLEGEAVENUE�-------------------- ---�--_.----- �+•• n -► - I'I I I I I t - i - — — - - I— U mNI10� IIEIEIIYMOEDUSEItBHeQRDOD 1 I D08TNG20NM0 LNI-Law T III II j I I IA I 8a1A(O< I LOT ARG TARE ARJfB aawN FEf , BUILDING K TANA SGUAE FELT ROI®ITIK ONFWRD LNIT TAMA UNITS III COVERAGEL LOT COVE FEET PERCENT ITEM LOT LOT 1 LOT 1 1L40 41%10 BUILDING t - FLOORAREA N STORES) BUILDING 1. RESIDENTIAL. RESIDENTIAL BUILDING I 1.14 a0.7N 17% O10SB AREA E8LlE11IAL BItDNO 2Q0120 BtDI1G AUGHT. I STORES ORKVEWIWB AND PAFtlONO 1.71 7a,571 la% aaal qm MORALE AREA xao.lxa 1 &6mn12 Mn UPb 1e u OPEN SPACEAANOSCAPEDARERWALNO SN le tel,]N 5I% amCAT®ROM 4B,W x BlbmnlxBM UMb 4 N SUB-TOTK xD.74 100% (STWRT STAND COLLEGE AVE) IOTALIDTAREA 293 7a! S BeWam, 10BIM UWa 31 4 w MT Lee 1 SeOeae/a B•OI AIM 71 SeeLOTS PARC6 e. / SMTD / ] BM UIVb a ,2 ESDENT4AKTAL BUILDING x O.N team ]I% Ld 1 W2 1.120 4.TD LOT2 SUB -TOTAL 14 IUD DRIVEWAYS AND PARKINGUILD 0.70 15,10 22% 1.1N ae.am BUILDING 2- FLOORAREA IS LEVELS-1 STORES AT COLLEGE) OPEN SPAE1LAImGPED AREAMMbO ail 1a,277 2e% a LA3 LIN n W RESIDENTIALL"I'VE LEVELS) M,314 CBWff CALCULATIONS 1� OLbTOTK 1.11 4.TG Laa LET LOT AREA /CLAN aN,Na RENAL LEVEL HE a�.e2 AL L R ri,a)0 L : LOT 7 BUILDING 2-E D RENAL O.N tz]N 25% TOTAL LOTAREAFLO 4ltl EIGHT-L BUILDING ERNT• a STOIIEB IVE PARND OPENSPrSAND PARKNO O,N 21,e0D M% FJTIwTlD FL00R RAT 7.4 7 B•OIIIKIYx Both IIMb I 10 OPEN SPACEMNDSCAPED AREA/WALKS O.Y 1541 ]t% ] BaONwn I ] BII0IAY11 10 4 SUBTO 1.11 4.N2 1 LOT 8 ] Bedim, 12 OM UNb 1 12 E101N0 BUILDING • FLOOR AREA R STORES) a B•QRWN/a BMACND• — n 1W LOTS ETAL LEVEL 21e10 SUBTOTAL 4 1n EXISTING RETAL BUILDING O.xe tztw 20% AL FLOpI AREA V.610 DRIVEWAYS AND PARKING 0.65 23,001 50% OEMY CAQLATO NET SP"CAPEO AREA O LTEDFLO 49.951020 E d50 N0.11 �N �K 1OI ;'U'% ESTIM Imw n00R AREA INTO aw NOEL 21/ 00.11p 21% 1 NODOI IR RAM LIMITS AIU N 1110011000113 BAN WM BUIOWGS 3.11 ln.m 31% LOTS TON ocaENONFaRNILNEATED IE/LE TOTAL DRVEWAYS AND PARKING BULDIG:/-FLOORAREAIT STORM TOTAL OPEN SPAfEIANDSCAPED AREA 1.4 211,NS ae% STAR �� TOTAL LOT COVERAGE - 10.10 alama 1001E TOTLr AL ORAREA 12,1N TOTM IDTAEl1 _ _a7W ESTIw11ID FLUOR AEA RATIO aN ItfM BEmtSR1Y1INCLUDE USES MKAIFDMPEODI®NMOOY6LW OHMCT EATMN IKDDRNa MONK • a STOP PORING THE all, OF FORT COLLINS! U/U TOE COE lArgMopa Aldebwa EnynINIn0,0.Ralariq IfAMM YMIY•M MCORmmM ANAMMIDI NV IA1r 1Ae cALluram%KnRUTION osNTAa<IaKADo 1-800-922-1987 Or B-1-1 gM (�1 ....NANAa KUi40POtM1- M.MAI{OYOl00.O V C U 0 LL Drawn BY Date Chocked By IWW"II REN]ion JSD Project 0 2W SP2 SHEET 2 OF 6 C-171 2625 Ln N No lV CAPSTONE DEVELOPMENT CORPORATION Choice Center Sees Site Plan FORT COLLINS, CO CA City Of Fort Collins, County Of Larimer, State Of Colorado LOT 18, REPLAT OF A PART OF LOT 1 OF THE SPRING COURT SUBDIVISION, A PORTION OF LOT 2 OF THE SPRING COURT SUBDIVISION, AND LOT 3 OF THE FOX SHOPPING CENTER SUBDIVISION Property Description COMfAExONGATTNC N011111FASTCOR M=11, ION fN01rwOCFNRR wafmnvoN,MNQ NOAM elYKW[n, ALONG THE NORTH UN[ OF wD LOT ), A RSTMOOF S.Sx NO TO ME WEST UN! OFT ATrMCIM DISCARD IN Will AND OFOtR RECORDED AS KCE,nON NO. [Eds WL SAID rOMTuwGTH[ MNrd NOMANG; -r%se,rmxOW =COUIIfKMpr I1R FN.0 YMDS OBEErwIWAF Tu t"OFM[R L THENCE soulH OPm'35•NLfT,AODTANddr.KffnrolM[0lGwMMGdTANGEMNAVEro IIIE RKAR: IC 3.M[XCF1T.31RDWA CHTHEAIICd MANRV[NAWNGA VVIDT. d21FU ifFT,ACdIMlAMG1Ed m•SI'D•.MD tlE waT31dD 4MORD.AM R SOUTH DS1r4Y WCSL 1).11 Fffr; s M[nc[ souMm•fFn' wear, AonTANadasLRR: A. TMNn founlr•Lr.r wen,A DOTAllddwrar: s.TN[NcEso Mut-1PW ,A STMCEdWRET: 6. MENCC SOUM tl'f10Y FAT,ApSTMC[ Of e.K iEnro THEw[T pGM0/ WAY OF [d1FGf AVENUE; ALMS S DIINUMK WtlAV,A SADWOF M.Rd WAY,A MUM dMD Rer;TDldfoulxmMla•usT ALOIe{ sMo wnr aENr d wllr, A DOTAAXS d sv.K FwT ro TxE xDNlx uxE d TE WT rRRm maEEED w DeED tlCAO[DN KCHIIm1 xD. aDwllm MO r6CCOwlDASRKm10NxD.sDK)erL: TH[xC[ T,e FOUO W wG TNRn COUDtl YLNG TI[ rINM[IDl d [ND rRRQI: l.11Elltl LdnN sr49w• W[t1AlONe T11 xOaMUME p SAmrAArn,AOOTAFI<♦ d Dxm FE[r, L. TN161CtS0U1M tWm'tl'wesrAuxr TKwnTUK dwD rAFaLAamAxa d sRue F[[r, L Mew xoaMr7Du• rwsrALOK ra SDurH uN[ dworAaDLAasrMd d los.0 Fm ro TIE wm AKNr d wr d [atlK Alweb M[N[[TN[MLUSWIMRVFCOUMAlOxOWE[ MGMMWArd CO AV t: L MEAC[ wuM m9x'fS Ftlr, AdSTMdd atss RFr: 1. TNEIK[ KE11T11 [l LTK MfT. A D6T1MC(d LD] iRT; S. TRNCFSOUM mYll'1{• [An,AmfTA1Kt dM.m NEEr; w T11DRL sOu1N a9•srr• wBr, A gSTAKt d s.m FEen S. TME[CESOUM OPVx'16' UST. A pSTANCTdS{SSRn: MFNC! MOalx a►M'1]' WEfT, ADeTANt[ d x3).K iFnro AldlRdl M[ SOVM twFdwDlOf ATNUICF Wvu16 SIIamV01011 [NRMKD NORMERr, AlO1K1• TI[ rAw lw[ d SAeI tOl 16 AND SA1011G f Aro fAfTLdRIM�f Ilw1C CDUIR F%TFXDfD SDUM[IILr, (rA5RN6 M[ XOIITIfAST C(NW[X d YVOIAT l.F AT L11 FfFi)ATdAI DILTMOd 36iN F6r10 ML S W IM UN F p 101 L sAw6 [O W f waDIVDIDN: _ MOIL! NOaM elKSl'WEST. AWx GTIRLONM lNll dwD lT L AODTAK[d DIlI FtlTroMF FASTRYAIOITp WAYd it,[COIDIIAW MOSDVnEMI,MAdD: MFNCE MEFOUDo MR[COUNss; I wO FAS10Gr RIGId WAY; L TNOICt M011111rv'r EAn,A10xrAwSTAq dStl.n i[R TOMEKG MA TMKNT cwmrorale,r, ). MENCFSd.tl F[n ALOI1G Mt AK Of SAlO NIMMANNO A MOIN d 1ST.1s FER.A CHOW"" MAI,N •.MDKINGSU.M0,370U; CHOIID 1V11ICII awu KOMx tlroL'u• FAST. f ms) iQP, 1 TIOIta MOeM DDm'Ei wlSt, A mrAad d r11 NLr ro lw f 0U1N V K d TMT rAKII0OWtl01N dens IECDImm At tl[FRION NO.I�Wx9Ma MDIK xD nmrlri: MENC[M[ FOLCNIO G FOUR COURYS AIDNGME SW1NfRn VG d wD,ARCEI L MlIK[I1011M RAO'tl' [GT,A 91STMC[d SSu iRT; 3. THFwusauM4nru• rAn,A mnAxddn.T FRT: 5. MFNdsouM u•4'K un, A asrMEed lav RST, L MEncE NORI11 m'1S'lY FALT. AOISTM[E d 3L.0 FEETro TM LOUIEM'[1T COMU OF NOT L FOX fxdrlNG C[FOW SUIONGIDN; 111E1EFSOlIM eTtl'd UST. AIdK1NE IIOII111 Ux[ dlmLrm FNdWNGLExTIl R1aDNO1d1,ApnANCE d 14111 FEETro M[,dXrd tlGNOMG MFAlOVf rAACFLCOMNNsaSAUM SGUAR[FEETd11OWSA[AFS ILO, GIESS. PROJECT ADDRESS:. 1653 S. College Avenue through 1807 S. College Avenue, Fort Collins, CO 80525 OCTOBER 04, 2011 Vicinity Map ��� �� �le■11®� ONE q� 4 I. it, 111"LEE °1m-�lIll A � ,T L L ABBE SCALE 1'=1500' Proiect Benchmark PRw BENC9 IKCi=MARKED T WRESET IK9• LOCATED K THE NORYWAWwSGRKLOF THE Swp FORCOLLEGEAVENUEOVERSPWNO•REEKESEVATON:4s FAT, CrrYOFFOREomm CArW (NAGVD IYM-UNADNST[Dl. SECONDARY BENCHMARK, xast NWTFA VALVE Pn LOCATEOATTIE SOUINMESr CCMER OFMEdr PROSPECTROADATDCEMIEAVENUE:ELEVATIMS OFMc OFFOWCOLLM011TUAPMCIGs- UNAOuILUED) Project Contacts Landscape Arch aect Ikellt and Futures FEe OwrlDevdo Jim Sell Design, Inc. Capstone Development Corporation 153 W. IA.uMaln AN. 01 o,Ilc. A,X W. FLrWV&CDamM SImIn9n.m.AL35M 14:07014K1931 MCIOSJ41A6100 FA - WO) �!` FAX:p0314148DS Civil Engineer JVA,incorporated 11195pun STna aWYM.00 aOsm FA'003) .199 FAX:pOn 41{195) w Nolte Associates, Inc. sm0 S.Ontw SNrI SMW 300 FAX: Don FAX- 64DD 3M6m, Treat E ineer ELBELB Engineering, LLC SADITNAwLn1. FwlcdwRCOaMM PM Wm Yt67551 FAX: (070) 33Sa913 CL[r1eM Owners Johnson son Investments, Inc. 1M~H8W.dSD.a,LWW3 Fotomilm Comm Kelly C. Brown sd L RUen "O'CI;COtl914 Signatures and Approvals ARxIDrd w.iLM a �_. xot IptlW Curr[ tllmaD.cyaPmemnAcm.d. o!.10ur SE lE , GIWIIA PINriq gndW D1WES -LOT L FOX SHOPPING C9/19t AMr.n 11nrrW11A aA,Wgtlw IxMEl.md.d oNNn aLaaaer FK BNEpgn9MI AI 9 rapxr K. PnKq OeFWrrllxlAA PIaA xoP xlE 11deRa Pse. N,91tA nr1, a N9I1.wIR r Ir.a1 Dwe/ Vlr NAcoot Yl.aMFax rlG IrxlmgW wlR.w r rK pr N NSW aWa•owarpwr qer CIF aFeA CaMA yry grsaw [o, zeR .9ne mr xwm�Rlo 9N nmarma"IF MNmrlm p.l.ilEro 9rao. � eW,r Lvlx el,rla.w,�jaracYro STATE OF COLORADO) N. CDUR)Y OF LANHAM ) MERN.Pa19Rr1R1.M.r.mN.�IRIro.Lere.I1.9r2oaE.as2� - .9w QoIj WONM mr Ilwk WlE dlltlx(.�EEI. ♦ ��.LL Mr. bxm wGa9N Mi �^ 1 j 01 �•-� VW GLQ N"' PVm. t f. oveER Nay ON,mi ,INNN9r'NNOW O,OW aM.aLa lm a,ighOF SWNFONA NImpi lolrb Pnj.G Owens Pan, mpt wry wetllM puMlex1.11A nNx.,w N"lood TIFF.,, OF 1Cdu.9.NWp9R SMe Mwalljo w1IIMNN Ktl NNIr{MO,.a.N19rWaN OFNew gNWdra Pot Caar,A DbD OctO)q 10, aoll. w1DDIE11M9 taY91.NI.rNIm aMF YNANIxW pNNnp WN.La. .lr: 41& h c 04" DATE 10-.ab-II. FJly 9ROWN STATE OF COLORFDO ) K. cOUNTV'OFLARSEN) Th.leMok NNewlrr.r rlrNrepK exw. N.Dtl�OdraOc�d{3- e� Ron OF 1Kr"V e-BRDwIAL •r-�d�p.. �._ —_ _4Ew� V1111Hr IIF IrN1 N amr W. MY mnnhlm a9Y� G-A'll-,�011- ipi. L gcIwlPWlc PROJECT NAME CHOICE CENTER 546 Index to Drawings DATE. � OIECT NI'MBER 0104fAlI SHEET: 1 OF 6 SHEETNUMBER SHEET MIME I SITE PLAN COVER SHEET a SUE PLAN 3 CLOMROrwall CALL BEFORE YOU DIG 4 CLOMR Detalh r.,, unurrNonRunox cD1RRdcalauoo 5 Floodplaln Bap- CurrrR ERKTIre CondRlon 1.800-921-1987 6 Floodplain Map -Proposed Condf ion or B-1-1 Lrdlnp.A,Wrmr.. gxyaxN�rnWA9W.R E,glnrNnq,aPW.Rrq a.sFwo{tllvrorw.nlaN. 1v wr NIwMIXAW NIF.i O,FN6<wli,rNBMl16 ranCr.d®r .AIY1g1 Is FI.MaMI 1 9 1 D! M E �,- 11 1 COCi B CHOICE CENTER SECOND FILING - LOT 1 BUILDING INFORMATION BUILDING TYPE ♦ STORY RESIDENTµ PARKING INFORMATION PAVING REWIRED (NESIOENTIµ) JIB SPACES PARKING REWIRED (WEST SPACES) 10 SPACES (FOR LOT I O CHOICE CENTER THIRD RUNG) TOTAL PARKING REQUIRED ]HIT SPARS PARKING PRONGED !2 SPACES ADA SPACES REWIRED R ADA SPACES E] ADA SPACES PROMDED ITS ADA SPACES fi jS SvRiUy sf'+ ` CHOICE CENTER & CHOICE CENTER SECOND FILING - MINOR AMENDMENT SITUATED IN THE SOUTHEAST QUARTER SECTION 17, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CHOICE CENTER - LOT 3 BUILDING INFORMATION BUUNNO FYPE 1 2 STORY RETAIL PARKING INFORMATION TIE PARKING GWHT FOR LOT J OF THE CHOICE CENTER ALL SE CONSERVEJONNE PROPOSED IMPROYEMENR PARKING PROVIDED TB SPACES ApA SPAC.S PRONpFp J ADA ]PACES CHOICE CENTER - LOT 4 BUILDING INFORMATION BUILDING TYPE 1 STORY RETAIL PARKING INFORMATION NE PARKING COIN FM LOT 4 OF THE CHOICE COMFORT ALL BE CONSERVED AN THE PROPOSED IMPROVp1FNTS (NO CHANCES PROPOSED AM FINS MINOR AMENDMENT) PARKING PROVIDED SIT SPACES ADA SPACES PROVIDED 2 ADA WAGES PARKING GARAGE 314 PARKING SPACES (INCLUDING 4 ADA SPACES) °N CHOICE CENTER - LOT 2 BUILDING INFORMATION WMIN4 IVPE 5 STORY MIXED USE RESTAURART TENARTS SHAM ATTACK - 2,217 W RETAIL RNAAM GENERAL NI - 7,105 W PARKING INFORMATION PAWN C REWIRED (RESTAURANT) 5/1000 SF K U17 SF - 11 SPACES PARKING REWIRED (RETAIL) 2/1000 W K 7.105 SP - 14 SPACES TOTAL PARKING REOUIRm 25 SPACES PARKING PROMOUI 41 SPACES ADA SPACES REWIRED 2 SPACES ADA SPACES FROMM 2 WAGES (I SNARED ON LOT I OF CHOICE CENTER THIRD FILING) I I 9 SPACES I I I I NOTED REQUIREMENTS 1. THIS WHOM AMENDMENT CLARIFIES OFF-STREET PARKING NA AMENITIES PROVIDED MIN THE CHOICE CENTER DEVELOPMENT PROJECT -- LOTS I, 2. AND PROPOSED MCGE CENTER TIN FIMG LOT I. PARKING MARTINS FOR Lon ] AND 4 AMC SHOW FOR INFORMATIONAL NRP04S ONLY. THIS WENDED PLAN PROMDES OFF -SITE PARKING LOCATORS FM PROPOSED CHOICE CENTER NATO HUNG, L07 1, NAT SHALL SE AVANABLE M LOTS I AND 2 AS MGM IN THE PARKING INFCBMARM, NCLUMIG A MINIMUM OF TEN MST SPACES M LOT I AND ONE ADA ACCEMANE SPACE M LOT 2. 2. ALL YTNCES AND AMENITIES PROVIDED FOR THE RESIDENTµ 01 OUNIG8 CONTAINED IN CHOICE CENTER LOTS I AND 2 41µ1 ALSO BE MAN EQUALLY AVAILABLE FOR NE RESIDENTµ DMELUNGS FM MARCH MY APPR04ED EXTRA OCCUPANCY REQUEST PORTAPIS TO AS PART OF PROPOSED CHOICE CENTER HAND AILING LOT 1. J. NE PARKING GARAGE SHOW M LOT I IS PROVIDED FOR REFERENCE AND NO AMENDMENTS ARE PRMOMO TO THE RANKING "RAM PER NEARING MRRR OEC9M DAM MARCH 19. 2014: NE PARKING GARAGE R AN ACCESSORY USE AND ALL PARKING SPACES WARM RK N TPAWING GARAGE SHALL BE RESERVED PRO DEDICATED FM W THE EKCSL£ USE SY THE RESIDENTS OfCHOICE CENTER HAS LOCATED IN BUILDINGS I PRO 2), OR THEIR GUESTS, OR BY THE RETAIL THANTS AND THE CUSTOMERS OF THE RETAIL TENANTS LOCATED RITNN LOT I (CgLECTVILY. THE -AUNMIIED USERS1. NO OTHER MDIMDUALS OR PARTIES SMALL BE AUNNUM TO PARK ANIN THE PARKING GARAGE. 4. ANY ORANGE TO THEY MENDED PLANS AND REWIREMENTS SHALL REQUIRE NE REMEA AND APPROVAL M A PLAN AMENDMENT. 5. ANY DAMAGED CURB. GUTTER AND SIDERAU( ENSTNG PRIM TO CMSNUCTM, AS NEL. AS STACLTS, SIMNALMS. WRBS AUD GUTTERS, DESNOVED, DAMAGED OR REMOVED WE TO CONSTRUCTION OF THIS PRO ECT. S AU- BE REDUCED OR MESTMED TD OW W FORT COUNTS STANDARDS AT THE D[KLGPER'S OFFENSE PRIOR N THE ACOEPTwQ M COMPUTED IMPROVEMENTS AND/OR PRIM TO THE ISSUANCE Or THE FIRST CERTFlGAM M OCCUPANCY. OVERALL SITE PLAN NOT DRAWN PER SURVEY. SITE PLAN SHOWN FOR REFERENCE ONLY. CHOICE CENTER SECOND FILING - LOT 1 BUILDING 1 4 LEVELS RESIDENTAL PROPOSED CHOICE CENTER THIRD FILING - LOT 1 BUILDING INFORMATION B ISJONG TYNE to UNIT WLII-FAMILY PARKING INFORMATION PAINING R[WINm (TM) (O73/I S® UNIT) K 1 UNIT - D75 SPACES (, Go BED UNIT) K 1 UNIT - im SPADES (1.2T/3 BED UNIT) K 7 UNIT - 9,73 SPACES (1 N/5 BED UNIT x UNIT 1 SO - RESDENRAL PARKING REWMm - 12 SPACES PAWING REWIRED 10 SPACES (WEST SPACES) TOTAL PARKING REWIRED 22 SPACES PARKING PROVIDED IT SPACES (GARACE MISS) 10 WEST SPACES (LOT I OF CHOU CENjnuNc) ADA SPACES REWIRED I ADA GARAGE SPACE 1 ADA MST SPACE ADA SPACES PROVIDED I ADA GARAQ SPACE (WIT 104) 1 ADA WEST SPACE (LOT 7 OF CROCE CENTER i 77 SPACES (10 GUEST SPACES INCLUDED) `I ORST WAGE FOR LOT I OF PR..G C.D. CDAFN TNRO MINI Y GG.7 SP.1 FOR LOT I OR CHOICE CENTER DRIVE RIVRWD a«GE GEHTR NIAO FIT,"` - - - - - - 18 SPACES - - - - - - - - - - I 16 SPACES CHOICE CENTER - LOT 2 BUILDING 2 I I 5 UEWUS RESIDENTIAL UJ I V UJ � I n 0= 1 j I I R CES ED I I 3 LEVELS RESIDENTI I AOA STµL SHARED ANJ i LEVEL RETAILTERTNIRD FILING-LOTI LOT 1 OF PROPOSED CHOACE SIDENTIALCENTER THIRD FILNGE =C�H�OICEf�NTE"IW SPACES I ADA SPACE) COLLEGE AVENUE CHOICE CENTER - LOT 3 BUILDING 3 2 LEVELS RETAIL CHOICE CENTER - LOT 4 BUILDING 4 1 LEVEL RETAIL Know whafs below. Call before you dig. Hoar GRAPHIC SCALE IN FEET o mlm� I' - W I J J I I I I I I I I I AO SPACES I 39 SPACES I I I I I y ACCE55 WPROVEMENIS FOR LOT J M MCCE CENTER. ARA SEPTE APPNOVµ REWIRED LL W 0 z N Z W U L, Wg U_ 0 O UG ORIGINAL ISSUE: 07/26/2017 KHA PROJECT NO. 168524002 SHEET NUMBER 2A r� I it ;I #I I { I LOT 3 1 ---I CHOICE CENTER CHOICE CENTER THIRD FILINC ' I — — I ' I_I IL r 1 1 I I I I I I 1 I +i uC fw �i p yl 1 — fA4N - 1 Ytlup_ �� I um+ u. •_�• : __ • I- =n M.° MwMtT I e� it ' q InwR[Inµ wj"K,a y f r_____ r gild III I I I I I I i I I I I it I I p y 1 1 II al uw IN p I I W I i „e LOT z ' CHOICE CENTER BUILDING B w S} I 1 BUILDING A ., I 1 V i I I I Yglfm � j O I n.wnl Ynrt,m ... im e i I I I I I 61 i I l j 1 i L j .. •I I I I Wr1m I� I I I I wmn r ' .ww - ''` tt j I I YMIT 165 I I I YMf110 I � ' =1 I I I �S r I I ' i mm env l I� naaw. wnar5 below. - _ Call berore you 010 xu wrti Oa S 0 0 a� 0 ° SITE PLAN NOTES ° a w`a id— ;gin n^ 1. : oe w ewnc aiw .� _.rw,w.e n,m g lip !r2 :dill °v."'ux5e"`v�'�'oe'�10Yrrcw.��.v +nurse ri`.m m. aiom � w ran mua++wum.: r mnms,ro�a ! .na II-'d .mew N LEGEND � � e eersnpm. arra w wwrin fe LU a woax wawn we F LU w°On uwon uc ogme. u'¢spum. Q' w ulun � z stir¢ uswr� r. wwr rt� awn H z Z 5 4 i'oun ouw°wn uer a Tr M w rnr (W.1 jB U K y x � U AOF9 Kimley>))Horn Project Hub Town Homes Subject Trip Generation for Apartment Designed by Matt Farmen Date November 16, 2016 Job No. 168450002 Checked by Curtis Rowe Sheet No. 1 of 1 TRIP GENERATION MANUAL TECHNIQUES ITE Trip Generation Manual 9th Edition, Average Rate Land Use Code - Apartment, (220) Independant Variable - Dwelling Units (X) X = 10 T = Average Vehicle Trip Ends Peak Hour of Adiacent Street Traffic, One Hour Between 7 and 9 a.m. (page 334 Average Weekday Directional Distribution: 20% ent. 80% exit. T = 0.51 (X) T = 5 Average Vehicle Trip Ends T = 0.51 100 1 entering 4 exiting 1 + 4 = 5 Peak Hour of Adiacent Street Traffic One Hour Between 4 and 6 p.m. (page 335) Average Weekday Directional Distribution: 65% ent. 35% exit. T = 0.62 (X) T = 6 Average Vehicle Trip Ends T = 0.62 ' 10.0 4 entering 2 exiting 4 + 2 = 6 Weekdav (page 333 Average Weekday Directional Distribution: 50% entering, 50% exiting T = 6.65 (X) T = 66 Average Vehicle Trip Ends T = 6.65 ' 10.0 33 entering 33 exiting 33 + 33 = 66 Student Housing AOT 2.65 /bed AM peak hr 0.19 PM peak hr 0.42 Directional Distribution: AM 24% in and 76% out, PM 52% in and 48% out Scenario Vehicles Trips Daily Weekday AM Peak Hour Weekday PM Peak Hour In Out Total In Out Total Student Housing (29 Beds) 77 1 5 6 6 6 12 Ridgaview Dora Collection Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave PM Peak College Ave South Access South Access Choice Center Eastbound Start Time Left Right App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 2 2 04:15 PM 0 2 2 04:30 PM 0 0 0 04:45 PM 0 1 1 Total Volume 0 5 5 % App. Total 0 100 PHF .000 .625 .625 File Name : College Ave S Access PM Site Code : IPO 252 Start Date : 7/18/2017 Page No :3 College Ave College Ave Northbound Southbound Left Thru App. Total Thru Right' App. Total Int. Total 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0 0 OI 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 5 0 0 0 0 .000 .000 .000 .000 .000 .000 .625 College Ave Out In Total 0 0 0 0 0 Right Thru Peak Hour Data North m C — J Peak Hour Begins at 04:00 PM o a:Automobiles g O 1 Left Thru 01 0 5 0 5 Out In Total Ridgev,ew 0e Collection Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave PM Peak College Ave South Access File Name : College Ave S Access PM Site Code : 1 PO 252 Start Date : 7/18/2017 Page No : 2 uoilege Ave Out In Total 0 0 0 01 0 Right Thru �o o c d North � � J 7/18/2017 04,00 PM 7/18/2017 05:45 PM < 5 Automobiles O Left Thru 01 0 10 0 10 Out In Total Ridgemew Cats Collection Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave PM Peak College Ave South Access File Name : College Ave S Access PM Site Code : IPO 252 Start Date : 7/18/2017 Page No :1 Groups Printed- Automobiles South Access Choice Center College Ave College Ave Eastbound Northbound Southbound Start Time Left Right App. Total Left Thru App, Total Thru Right App. Total Int. Total 04:00 PM 1 0 2 2 0 0 0 0 0 0 2 04:15 PM 0 2 2 0 0 0 0 0 0 2 04:30 PM 0 0 0 0 0 0 0 0 0 0 04:45 PM 0 1 1 0 0 0 0 0 0 1 1 Total 0 5 5 0 0 0 0 0 0 5 05:00 PM 0 0 0 0 0 0 0 0 0 0 05:15 PM 0 2 2 0 0 01 0 0 0 1 2 05:30 PM 0 0 0 0 0 0 0 0 0 0 05:45 PM 0 3 3 1 0 0 0 0 0 0 3 Total 1 0 5 5 0 0 0 0 0 0 5 Grand Total 0 10 10 0 0 0 0 0 0 10 Apprch % 0 100 0 0 0 0 Total % 0 100 100 0 0 0 0 0 0 Fort Collins, CO Choice Center on College Ave AM Peak College Ave South Access South Access Choice Center Eastbound Start Time .I Left j Right App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 0 0 07:45 AM 0 0 0 08:00 AM 0 1 1 08:15 AM 0 1 1 Total Volume 0 2 2 % App. Total 0 100 PHF .000 .500 .500 Rdge.ew Dam Collection Morrison, CO 80465 File Name : College Ave S Access AM Site Code : IPO 252 Start Date : 7/18/2017 Page No : 3 College Ave College Ave Northbound Southbound Left Thru App. Total Thru Right App. Total Int. Total 0 0 0 0 0 0 0 0 0 0 0 0 OI 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 0 0 0 .000 .000 .000 .000 .000 .000 .500 College v-e ON In Total o' 0 0' 01 0 Right Thru Peak Hour Data North Peak Hour Begins at 07:30 AM I Automobiles 4 Left Thru Oi 0 2 0 2 Out In Total Colleoe Ave Rldgeview Oat. Collection Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave AM Peak College Ave South Access File Name : College Ave S Access AM Site Code : IPO 252 Start Date : 7/18/2017 Page No :2 Uollege AVO Out In Total 0 0 0 0 0 Right Thru W � p N o S 4f North J 7118'2017 07:00 AM N N N L Ot 71812017 08:45 AM V Y p � Automobiles 0 15O 0 Left Thru 01 0 2 0 2 Out In Total nidgeview Dena Collection Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave AM Peak College Ave South Access File Name : College Ave S Access AM Site Code : IPO 252 Start Date : 7/18/2017 Page No : 1 Groups Printed- Automobiles South Access Choice Center College Ave Eastbound Northbound Start Time Left Right App. Total Left Thru App. Total 07:00 AM 0 0 01 0 0 0 07:15 AM 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 Total 0 0 0 0 0 0 08:00 AM 0 1 1 0 0 0 08:15 AM 0 1 1 0 0 0 08:30 AM 0 0 0 0 0 0 08:45 AM 0 0 0 0 0 0 Total) 0 2 2 0 0 0 Grand Total 0 2 2 0 0 0 Apprch % 0 100 0 0 Total % 0 100 100 0 0 0 College Ave Southbound Thru Right App. Total Int. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 01, 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 Rdgeview Sara Callno ion Morrison. CO 80465 Fort Collins, CO Choice Center on College Ave PM Peak College Ave North Access File Name : College Ave N Access PM Site Code : IPO 252 Start Date : 7/18/2017 Page No : 3 North Access Choice Center College Ave Eastbound Northbound Start Time Left Right App. Total Left Thru App. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 8 8 0 0 0 04:45 PM 0 4 4 0 0 0 05:00 PM 0 8 8 0 0 0 05:15PM 0 12 12 0 0 0 Total Volume 0 32 32 0 0 0 % App. Total 0 100 0 0 PHF .000 .667 .667 .000 .000 .000 ko College Ave Out In Total 0 4 4 4 0 Right Thru Peak Hour Data North Peak Hour Begins at 04:30 PM I Automobiles 4 Left Thru Oi 0 32 0 32 Out In Total Colleoe Ave College Ave Southbound Thru Right App. Total Int. Total 0 3 3 11 0 0 0 4 0 0 0 8 0 1 1 13 0 4 4 36 0 100 MID .333 .333 .692 Ridgemew Data Collection Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave PM Peak College Ave North Access File Name : College Ave N Access PM Site Code : IPO 252 Start Date : 7/18/2017 Page No : 2 College Ave Out In Total 0 11 11 11 0 Right Thm C O N 1- o North 7/1812017 04:00 PM 7/18/2017 05:45 PM o r0 0 Automobiles Left Thm 0 0 46 0 46 Out In Total Rldgev,ew Dare Collection Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave PM Peak College Ave North Access File Name : College Ave N Access PM Site Code : IPO 252 Start Date : 7/18/2017 Page No : 1 Groups Printed- Automobiles North Access Choice Center College Ave Eastbound Northbound Start Time Left Right App. Total Left Thru App. Total 04:00 PM 0 3 3 0 0 0 04:15 PM 0 4 4 0 0 0 04:30 PM 0 8 8 0 0 0 04:45 PM 0 4 4 0 0 0 Total 0 19 19 0 0 0 05:00 PM 0 8 8 0 0 0 05:15 PM 0 12 12 0 0 0 05:30 PM 0 4 4 0 0 0 05:45 PM I 0 3 3 0 0 0 Total 0 27 27 0 0 0 Grand Total 0 46 46 0 0 0 Apprch % 0 100 0 0 Total % 0 80.7 80.7 0 0 0 College Ave Southbound Thru Right I App. Total Int. Total 0 1 1 4 0 1 1 5 0 3 3 11 0 0 0 4 0 5 5 24 0 0 0 8 0 1 1 13 0 2 2 6 0 3 3 6 0 6 6 33 0 11 11 57 0 100 0 19.3 19.3 pm Ridgevlew o� Collection Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave AM Peak College Ave North Access North Access Choice Center Eastbound Start Time Lett Right App. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 08:15 AM 0 1 1 08:30 AM 0 2 2 08:45 AM 0 1 1 Total Volume 0 4 4 App. Total 0 100 PHF .000 .500 .500 File Name : College Ave N Access AM Site Code : IPO 252 Start Date : 7/18/2017 Page No : 3 College Ave College Ave Northbound Southbound Left Thru App. Total Thru Right App. Total Int. Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 0 0 0 0 0 1 0 0 0 0 0 0 4 0 0 0 0 .000 .000 .000 .000 .000 .000 .500 College Ave Out In Total 0 0 0 0 0 Right Thru Peak Hour Data North Peak Hour Begins at 08:00 AM Automobiles 4 Left Thru 01 0 4 0 4 Out In Total Colleoe Ave . m Riageview Dora Doueodon Morrison, CO 80465 Fort Collins, CO Choice Center on College Ave AM Peak College Ave North Access File Name : College Ave N Access AM Site Code : IPO 252 Start Date : 7/18/2017 Page No : 2 College Ave Out In Total 0 0 0 0 0 Right Thru 'o c H p = North 5 ^ m J 7/18/2017 07:00 AM 7/18,2017 08:45 AM V p � Automobiles �O 4 Left Thru 0l 0 5 0 5 Ou! in Total Fort Collins, CO Choice Center on College Ave AM Peak College Ave North Access Ridgemew Dares COIIe On Morrison, CO 80465 Groups Printed- Automobiles File Name : College Ave N Access AM Site Code : IPO 252 Start Date : 7/18/2017 Page No : 1 North Access Choice Center College Ave College Ave Eastbound Northbound Southbound I Start Time Left Right App. Total Left Thru App. Total, Thru Right App. Total Int. Total 07:00 AM 0 1 1 0 0 01 0 0 0 1 07:15 AM 0 0 0 0 0 01 0 0 01 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 Total 0 1 11 0 0 0 0 0 0I 1 08:00 AM 0 0 0 0 0 0 0 0 0 0 08:15AM 0 1 1 0 0 0 0 0 0 1 08:30 AM 1 0 2 21 0 0 01 0 0 0 2 08:45 AM 0 1 1 1 0 0 0 0 0 0 1 Total 0 4 4 0 0 0 0 0 0 4 Grand Total 0 5 5 1 0 0 0 0 0 0 5 Apprch % 0 100 0 0 0 0 Total % 1 0 100 100 0 0 01 0 0 O LEGEND !X(XXX) Weekday AM(PM) Peak Hour Traffic Volumes xX,X00 Estimated Daily Traffic Volun , CHOICE CENTER ON COLLEGE AVENUE FORT COLLINS, COLORADO FIGURE 4 FUTURE ACCESS IN/OUT TRAFFIC Kimlev)Morn PROSPECT ROAD 25 NORTH NTS 2 co T8-0 � w D r Q W 3 > z V o Q a_ R1 T O rr PARKER STREET O V � SO _z -i o` N � —W wfl� I 20% LXISTING 2(3) Fi PARTMENTS [50ie PROJECT SITE ]ID CHOICE CENTER ON COLLEGE AVENU FORT COLLINS, COLORADO TRIP DISTRIBUTION & ASSIGNMENT LEGEND -�:X o[XX7] Entering[ Exiting] Trip Distribution Percentaq_ e RX(XXX) Weekday AM(PM) Peak Hour Traffic Volume> Xoo Estimated Daily Traffic Volum,-: FIGURE 3 Kimlev>>> Horn CHOICE CENTER ON COLLEGE AVENUE FORT COLLINS, COLORADO EXISTING ACCESS IN/OUT TRAFFIC FIGURE 2 Kimlev>))Horn No Text Kimley>Morn Mr. Matesi, July 25, 2017 Page 3 of traffic is a means to quantify the percentage of site -generated traffic that approaches the site from a given direction and departs the site back to the original source. Traffic assignment was obtained by applying the distribution to the estimated traffic generation of the project shown in the above Table. Attached Figure 3 illustrates the expected project trip distribution and traffic assignment. The project traffic assignment shows a very low traffic volume assigned to the access locations and the surrounding street network attributable to the Choice Center on College Avenue project. The existing entering and exiting turning movement counts at the southern access along College Avenue were relocated and added to the northern access along College Avenue due to the southern access being removed with the completion of the proposed development. These combined existing access movement counts were added to the project traffic volumes, shown in Figure 3, at the northern access along College Avenue to estimate future entering and exiting traffic volumes upon completion of the project. These future entering and exiting turning movement traffic volumes at the northern access along College Avenue are shown in the attached Figure 4. The anticipated future entering and exiting traffic volumes shown in Figure 4 do not represent a significant amount of traffic volume, therefore. the adjacent public streets and surrounding area intersections are expected to successfully accommodate this project traffic volume. However, this volume does represent a 20 percent increase in traffic over the existing volumes using this access, so it is believed that a CDOT Access Permit will be required for this driveway. In summary, this proposed Choice Center on College Avenue project is anticipated to generate a very low traffic volume. When distributed and assigned to the surrounding public streets and intersections, a negligible increase in traffic volumes are anticipated. therefore, it is expected that the surrounding street network will successfully accommodate this project traffic volume. If you have any questions or require anything further, please feel free to call me at (303) 228-2304. Sincerely, PO,R KIML1.EY-HORN AND ASSOCIATES, INC. OA /,� / 36355 = Curtis D. Rowe, P.E., PTOE �= 07/25/2017: Vice President '60606860 4582 South Ulster Street, Suite 1500, Denver, CO 80237 Kimley>Morn Mr Matesi, July 25, 2017 Page 2 Existing entering and exiting turning movement counts were conducted at the two existing right- in/right-out site driveways located along College Avenue on Tuesday, July 18, 2017. The through volumes were not included in the access movement counts. The weekday counts were conducted in 15-minute intervals during the AM and PM peak hours of adjacent street traffic from 7:00 AM to 9:00 AM and 4:00 PM to 6:00 PM. These access movement counts are shown in Figure 2 with count sheets attached. Site -generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. Based on the unique nature of this use with close proximity to the Colorado State University campus and being within the TOD zone, it was determined through discussions with City staff that the City of Fort Collins developed Student Housing trip generation rates were a more accurate representation of expected site generated trips for this project. These rates are 2.65 trips per bed per day, with a morning peak hour trip rate of 0.19 trips per bed and the afternoon peak hour rate being 0.42 trips per bed. Parking counts at the District as identified within "The Hub Parking Generation Letter", completed by Kimley-Horn and Associates, Inc in October 2016 were used in determining the proportion of entering and exiting traffic during the peak hours. Based on this, the Choice Center on College Avenue is expected to generate approximately 77 daily weekday trips. Of these, six (6) trips are expected to occur during the morning peak hour, while 12 trips are expected during the afternoon peak hour. To provide comparative trip generation calculation. Kimley-Horn used the ITE Trip Generation, 91h Edition (current), average rate equations that apply to Apartment (ITE Code 220). The acknowledged source for trip generation rates is the Trip Generation Report' published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. Based on this, 10 units of the Choice Center on College Avenue if anticipated to be apartments would be expected to generate approximately 66 daily weekday trips with 5 trips occurring during the morning peak hour, and 6 trips occurring during the afternoon peak hour. Therefore, the equations for the student housing provide a more conservative analysis than the average rates for the ITE Apartment land use code. Trip Generation — Choice Center on College Avenue Town Homes USE AND SIZE DAILY VEHICLE TRIPS WEEKDAY VEHICLE TRIPS AM Peak Hour PM Peak Hour In Out Total In Out Total Choice Center on College Avenue Town Homes City of Fort Collins Rates 77 1 5 6 6 6 12 ITE Rates 66 1 4 5 4 2 6 As summarized in the table, Choice Center on College Avenue is anticipated to generate 77 daily weekday trips with 6 trips occurring during the morning peak hour, and 12 trips occurring during the afternoon peak hour. Distribution of site traffic on the street system was based on the area street system characteristics, existing traffic patterns, existing and anticipated surrounding development areas and type, expected roadway improvements, and the proposed access system for the project. The directional distribution 1 Institute of Transportation Engineers, Trip Generation: An Information Report, Ninth Edition, Washington DC, 2012. 4582 South Ulster Street, Suite 1500. Denver, CO 80237 Kimley>>)Horn July 25, 2017 Mr. Chad J. Matesi Core Spaces 2234 W North Avenue Chicago, IL 60647 Re: Trip Generation Letter Choice Center on College Avenue West Side of College Avenue (US-287), Between Parker Street and Stuart Street 1751 South College Avenue Fort Collins, Colorado Dear Mr. Matesi, The purpose of this letter is to provide trip generation for the proposed Choice Center on College Avenue project to be located along the west side of College Avenue (US-287), between Parker Street and Stuart Street, in Fort Collins, Colorado. Specifically, the project is to be located at 1751 South College Avenue. A vicinity map of the project area is illustrated in Figure 1 attached. The new Choice Center on College Avenue project is proposed to include 10 townhome units in two buildings with 29 beds (site plan attached). The Choice Center on College Avenue is located at 1751 South College Avenue, next to the Summit student housing development. The site is developing with 10 two-story town homes. Nine of the units will include three bedrooms, while one of the units will include two bedrooms, for a total of 29 beds. Each unit has an attached two car garage, except for the two -bedroom unit which has an attached one car garage. Circulation through the site will be provided by a north -south access roadway located between the two buildings, with five (5) town homes located on each side with garage door access fronting the interior roadway. Of relevance, this proposed development is near the Mason Corridor Transitway to the west of the site. This project is also located within the City of Fort Collins identified Transit Oriented Development (TOD) zone. Based on this, it is believed that alternate modes of travel will be used by the residents of these townhomes. Primary access to the site will be provided by Prospect Road and College Avenue (US-287). Direct access to the project is proposed from the existing right-in/right-out access along College Avenue (US-287) located on the north side of the site, which is approximately 300 feet (measured edge to edge) north of Stuart Street. An existing southern right-in/right-out access serving this property, located approximately 180 feet (measured edge to edge) north of Stuart Street along College Avenue will be removed with development of the project. The removal of the southern access will require a Colorado Department of Transportation (CDOT) access permit. Shared cross access will be available through this project site and is available through the existing adjacent properties as well. Due to this, it is believed that project traffic will use the existing three-quarter movement intersection along College Avenue located approximately 225 feet (edge to edge) north of the existing northern project access. Project traffic may also use the existing internal drive aisles through the shopping center to the north to access Prospect Road. College Avenue (US-287) is owned and maintained by CDOT. The State Highway Access Category Schedule categorizes the segment of College Avenue (US-287) through the study area as NR-B: Non Rural Arterial. College Avenue provides three lanes of travel each direction, northbound and southbound, and has a posted speed limit of 40 miles per hour. College Avenue has a raised median through the project study area The existing intersections of College Avenue/Prospect Road and College Avenue/Stuart Street are signalized. CHOICE CENTER THIRD FILING 1/4" YADE SAWCUi I- DEEP CS, SUFAINDER THREADED EYE CLEANESTNOVAt (Jl CRIACE ) LiN'�1 VCTOT If0IS, 0IP 0 .. ---MPEHf)U POUSC f0U E 5S uO0IlE0 GRACE'UIi CE '\ _ ARAI FROM fIEMJ AREA EU AREA 00P fF J //// lE PELPCCU CGMLD1ttf PFOCiIXEN0 -IIMn 1 P.C. AO.I EAD�CIXLCO EREC IV]THEAD R 11 1 ••. 1 1 1 f II y. 1 1 ! 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MUM DR"( a� ¢s 4 T `PLC CEASING TYPE OC CUHH EE EPA ",A m EE UTILITY PLAN FOR FIRE L E/INVER" SIT, / PVC -- ELE/ATIOH \ �ja r P SEL 4HADIhf - ' VUH NUR IIO/%TITi T LIRE ELEVATOR �Trr1 CONCRETE CHANNELISTORM OUTFALL TO CHANNEL (LOCATED AT SOUTHWEST CORNER OF SITE) SECTION C-C: DUMPSTER DRAIN CROSS SECTION FETE BACKFILL NDSXI]IE .- EXTEN50N RIGER (AS REQUIRED) NDS012A5 OFFSCI ROLE NDSO f.a.. ...,.a . rnND HO 12" YARD DRAIN i BUILDING .` - �� INIERLCCKINL carvcRETE PAVER: R' LAYER a 15, BAJ 11- LAYER OF y2 LAYS EASE a PERFORATEI wreJ _-I I If W,F IF SERYT(C LATERAL DOES NOT CUNIWIE EE FLAN FOP DIRE I'E LIPF AND EIL\, 11UN HOPESEE APPLICANOLK DETAIL IC ACKFILL AND BEDDING fMaTPUC11ON`.. SANITARYISTORM CLEAN -OUT 1'MCNE MFII"O"L ARE PITL" E' $INFER TO BE PAVED MANI!DUE PIM SHALL BC SIT 10 PRCPAEED "'ANI10 IMAGE. /1% 1', 2TS0. PRECAST CONCREtC (;BADE PH45 1 4B DIA.1 P14 TRIO \ �� MANIIaE CONE FEEF L S MAFNaL STEPS TCfJ GE I fiRE IllI` .L i C Tf, PETITE[,.C) j___1FIj1H CPEti (DIRE PI Is1DE LACE I— :I 1 F UUCtILL IRON ! S ILE k (iEF N. - PFLOw) l LIMA':,' 11 1 CAVANOF 1- AORTAE- FD �—a' RC6RR HOOP CMW rN1AEk�I1 _1 Uzi Ar Z - 'i _I_ IF RFOUIRED, PRU'ADC STUB EXTCNSOIT A1- J LFy t 1.' NOTE: A'-0' DIA FOP PEAT FIRE ,I, OI V.E. IN MANHOLE 'HALL ITS, a 040 PSI UUMRS W fE' IP 1U S't't 5'-0- LITA OR SENCk CONCRETE PIPE FROM 21'O 10 3s'e 4' DIA. DROP MANHOLE. YAND DROP CONNECTION 1. A_ _ a.. .. A L 11IIII �ZTIATI - SECTION A -A TI- LBTxA,q� ITT Bl ...rze..0 .vY k-4.0 -\� a.A_ _ m 1 vw N " a� - .. m I f� % SECTION A A F_ 91 IL N, W Ba 'MAT, �L L�,I -S—J- 'fu iveu N`rc,.Icuv SECTION B B B 8 erJ u'sN. e , �.__ IY IT r--., PUN LSELTION T PATI i FP. : w E W F-�_ T w PIAN (�JI st�� �a.D. as�Xe /I - E.L.• N.L,. uoc "' SECTION C-C DETAIL..I DE_TAIL1 METAL SIDE NALK CUIVERT FOR MEET CURB & GUTIER AID D_ETACHEO SIOEWALK OUTFALL IO CURB DEIPILTokMNn ro SR lDE METAL SCF COAL i _ - . o F _ K fUl VtRT. MI IJ rex CM1('�LLIn __ CURB OF f rAL >• /w/ s D lOD �al.Pf.._ssr__ yZJI\l`_.4JRYFs`i HIGH causlRNO , OLlAIL`a I / / � D- I OB 'ii_•—=-_5 coNsrquf,na DF1ALs 1/8- NAND -TIGHT JOINTS 12- NONE-0ERi )RATUO PC' PIPE H CONKY 100-YEAH ROWS FROM SURFACE CAPTURED BY DRAINAGE "PE, 1. FIRE 8 OR 9 AGGREGATE IS REWIRED IN THE JOINTS BETKENN THE PAYERS 10 THE SURFACE. 2 GEOMEMBRANE DNCP TO MEET MINIMUM SPECIFICATION LISTED w TABLE DOS-4 IN THE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT (UDFCO) MANUAL. PERVIOUS CONCRETE PAVERS .11 6" BOLLARD DETAIL pAM 6 CITY OF FORT COLLINS LU c� UTILITY PLAN APPROVAL 1- Z o SPROVED: -_----_ CITY ENGINEER DATE W J U LL N W U w DECKED BY: ------ -------------- --- -- O 2 ITT WATER AND WASTEWATER UTILITY DATE _ 1- 0 U dECKED BY: ----------------------- ------ STORMWATER UTILITY DATE NECKED BY: __ _ ____ ___ ______ ORIGINAL ISSUE: 12072016 _ -_ PARKS AND RECREATION DATE KHA PROJECT NO, 168524002 NECKED BY: ____ _________________ TRAFFIC ENGINEER __TTE DATE STEET NUMBER 12 OF ,12 NECKED BY: ----------------------- ------ DATE CHOICE CENTER THIRD FILING 4[Pxp f IttAL Ur, j y r Y 12 IN ux A �f V F x°° tTO,io NA>TP.L 'L'' a P.INAI..x° II . III .L BEDDING REILUIRMENTS Ca l".Jltw SEwcR CONSTRUCTION o DELAILS �/I'/II warm� �� 1 P.Pltl watt rvex, ANN, ANAIR} } A A'.c-.re [c wmc Pt., 2IN Al aA R d YC e PIT TNAI Y[IIWMAI W NlX 4 y B IN MAIN M.N. MIART AL kM BACF ./ STANDARD MANHOLE SEWER CONSTRUCTION OFIAIL DETAILS �.A[o = BT u �".b°w. MAIN rou"MA1IIII&I"w bN A A 11. m�.� ItAA k A 9 m.Aic'TLi, , x.�Na."�cnW, Ie N �eAM cwwLT EA °1 , ., nw u,a'rwr..r [n„mltly s, ,iw w m N.n, + p..rN , �.,, ..Nxq[ x0 11 ANNIAMI AA- NE Al A.tl1. BL ll�IM, AN .. L-'l.IN e w. ax .LRR4AM TAPE LLYLffi D112. . „ Ixn.I I STORMWATER BEDDING REQUIREMENTS WITHIN STREET STANDARD MANHOLE OOryryy+«II,«.. $TORNWATER R.G EAmAll rtn rz'e/]/I' oLiAIL D- 1 B a� ... Lw� $TOkLIW41ER'0 coNSTRuc TION DETAILS WWiAP '/./ DETAIL D - 3 w cwsl DETAILS /' ` '�' Im Ax-TW>wIII MAIN NMPA Yrtx4 wYE CCunACTLA PRAXIM u.,EBl4 PLAN NEW T+ENCM u.M([N� X Ae. Pa AA AAMANN IA. cWwa,L Al N nGI RIG IMM CROSS NEW W .tyll AMA., °xrCLl- N°T IN SERVICE VJYE DETAIL d E'}^bft SEMP CONSTRUCTION DnnL /"`�DETAILS •/nmy BEND WITH BEND WITH CURVED DEFLECTOR STRAIGHT DEFLECTOR INLINE UPSTREAM MAIN k y 90 LATERAL WIN DEFLECTOR DIRECTLY OPPOSED LATERAL WTH DEFLECTOR Il l. L. .6 1 IT,, EYC3H uo oR All II miA:N-P. ��-ppgLL��a CHANNELING DETAILS FOR MANHOLES s'TER o OETAR ,.x�^ •v='_5 �«. cDN STRuc TIDNORMWAoc TAILS CLASS A BEDDING CLASS B BEDDING J ,rtxc" ram., m�ml� IMNANN NeIl � ,uucx �m AN xo-en ` AM Al MIA AN CLASS C BEDDING ROCK EXCAVATION Y� AN Me + m L +ANAMENLY AN UNSTABLE SUBGRADE SUBDRAIN DEIAIL J —1 rom As moan ` r A. Art,. + worm w J ,m+a ram AAl- + ANA N A. Ix -rtI «n, YREOUIREMENTSAll STOP.MWATER BEDDING �Tw STORMW cONSI'wcnON DETAILS o ro LTXL D-1 D- OR 4 "Al KelS ix rAA n oin �All I� I r IIY.— A NA U I 1 At, A/ . 1 A. ....e. „A K. ., M . «.. e.n E �,.« ee.-I . II, .... ���A. a . . r...x. 'I- N. i...w, �. .... e�o�w er.w.11n ].x. P..eI K.- cu N. el I.M. .< 6.pOe Rl >A, 1. l.. a.h. I,- IN. A,-,,- I. A . A', -I, w e. « le, MI .e m.'«wi.•a�rt,«.�:uN ,B r«i dA, .n me. A,` e u 11�..m..w. ARNr... sr I.. U E •, m. ...,..r II.Al R NdI n.rc . NAANAAIni --ll- .I ,en r..,. mNim�m 'A"a� • WTYPICAL (�NI . um WATER SEflVICE RETAIL '�i IT �a.uKNiS -',. B.m AN L-1-11 �wwa,W . N 1 �l1 t.. u w o r n ne wvey. m -Mt «n. et Al —Ill o.. e e m.. a aI .m. ..... �. ra�I ., ..m. �III. m...�a. PANBAKO UN.EURIBITIN4 POE J/1 IN. AN4 1 N. ME ..., CITY OF FORT COLLINS W UTILITY PLAN APPROVAL z W GROVES: ----------------------- U W CITY ENGINEER DATE o =CKED BY: ------------ -- ------ O WATER AND WASTEWATER UTILITY DATE 2 F o U ECKED BY: — ___ ___--_ _ _---_ STORMWATER UTILITY DATE ECKED BY: _ ORIGINAL ISSUE: PARKS AND RECREATION DATE 12/072DI6 KHA PROJECT NO, 168524002 ECKED BY: ______ _________ SHEET NUMBER TRAFFIC ENGINEER DATE ECKED BY _________________ 11 OF 12 DATE CHOICE CENTER THIRD FILING In 4! Tt VERTICAL ........ ....... . ...i. llt�ll ARD ROLL-OVER LOVELAND) CURB AND COWER -N-DOIxER5I., R., I OANN,C sTNEAT .11INId'S I I PATT, tM7w/.2 I 701 A A, .A- 1-1 A, At It. NPIAP, V v �,� A SUDDEN A -A NO's I At- ...... A- AE ...... 77v- -7 NOT TO ��ALC DIRECTIONAL ACCESS RAW DETAIL & DETACHED SIDEWALK-`\ 'DISURD,N. IN. NKEIi TOENTY REVISION NO 2 TWO 'N" NN, INTO TRIFE (DO NOT USE) CA IN, FIR IRE AP N CLOT. A� FI�RELANE STANDARD UNIVERSAL UNESIGN DIFEARE FIRE LANE SIGN DETAIL (FORT COLLINS ONLY) 'IC-_-_1C,1D-_1__7 _11ATIAL t 1 A I, At 1.11 1 0-1 1AI 11.1 1. All-ON11, 1111INT'll."t NET IH DANT -DIA 1-11. � A 'AI I I FATILIONE ADO. �IP A I ZIND OR, H .1.1 NDAND DIt .. I-Ol AI "11".. A -11 A' OL DNJI - L At � MOI At" 11 . EO� 1, Al TINA . I A`A�$ NA I IX 14 TF D A E t T LITtT DO DOL)� Ot 50 1 T r - N 0 AN AND A,pD .1 11, 1 AI .,I I I FIRE ACCESS I?EAD SIGNS' 'VNNT,,-ON�NLN� APA.111 UP".....TE I —AN ONA. -A fln A 'Ot P IN. TC11.111, DRIVEWAY'AIDIFTITS 9 A, I'll A T s rt AP_ Ar IT . 1 11-11 A . . . I . . . . 14� 1 1. Al —„a....., 0 A I Nt I., 'u, I, —am. —1 1 TRAVEL LANE N,N 1 -1 ..... J .... I — — — — TRAVEL .. LANE .... JLNINN Itt"O.- D.A. -.1 "POIR, PILL INA. , tt A ID L NNN .1 CELLO. I D HI 101 1— L D-I 11 Al:1 I I'LL' I I .,1RI I DOMOTE .1 N, .1 M,Nt D, R,q A ND PAC, STANDAR PILL ILI NAN I No ") TON' MA, 011 xLDALREIJ 11.,Nt NET. I NATEREET SEIENDID NOTE I N- II A.-A-111 I SECTION A A .1-1-ANI-A— NOT TO IFAUR LDSEGN,,_,L�� ALFACh FDSQFAAI_OtLu_AtL Ft____jI on AT, I T a 111 DE"A L, DO -AL 41- A WEAKENED P INF JOINT EXPANSION JOINT STANDARD SIDEWALK SIDEWAILE DETAIL D,ADDR CEENT, N Dm.E D IA L.N T., .. '$"IT ,TOI I .I.-A.10 M-FI A 1 `16,0, 1, � 1 -1 AONRPATE: 160 A, A- A, A CL,O 3 MU BIDDI, C,,,N2-NO, D,oct.I II NED, A S.,on A -A OONL,te, l LO of SOTOT .1 ON .ONIN A- A HANDRAIL DETAIL TCXI RAIL WRITER DETAIL kPPACEI ACCESS ROAD MCIUNG I FlRE LLYE SIGY IESIAWflOD HANDRAIL DETAIIS TINR- NO I I IONLIOLD tD. .1 IRI!N MEMIDN'R PLAN .1 ,,,T T. IN,: .,/0,/ �ZRopNAnYcs — _AAl -A, A COROTo LEN LOCATION -A NL.LCC11x,ON S[ FCNI P .-A A-. ACCESS RARE DETAILS El'AND DOOR, D..."OTO, LfLULOLO UkW A'" NIN.N.8 " ,-. -1-1 STREEL SUMOTEDS I ! LASID11, RIF IAIIN ORC, OF PIPE C,,IPLEF PIPE 8' 7.11> 18"ND "0", DUAKREAT 11 "AN `PUSH-111 rFcAr 'Tom, CASING PIPE "ALL TAAK A PROIECDA CO"N� CONLOSTINP, OF A COAL -TAP PRIDE' COAT AND AN APPLICATION OF NOT COAL - TAR , IIIIALL � (tl/32 ) WIC' CARRIER PIPE CASING PIPE FOR PII CROSSINGS INSIDE NA IN INCHES NDMINAL DID, IN INCHES N,v,LESS IN N,DHES 0 16 0.250 a 02M 12 20 0 si3 11 24 0344 16 26 0315 20 30 0 a38 2A 36 so 1 42 36 1 48 IN— I NIt . T Ill'ITIN 1-1 1 NNA r— 11110113"OHN A' VNDL EPOIT COITUD STEEL. CA&NG CHOCRS MODEL "TO D, POtNt DLI,L OR rouAL (11 - IT, JCO41) 1111111 11111 IIIERI 11 111.1 ON PLANS' CASINO TO BE UALED AALAIA) THE CARRIER PIE MET! 0' ERICK. SOLOIREIC, AT EACN E40 AJNNRL DE CULSVIUCIOD TIMING CREDIT MORTAR JACK & SBORE AT A A. IN'. CITY OF FORT COLLINS 1. AN-1. UTILITY PLAN APPROVAL APPROVED: ----------------------- --- NANNIA.—A CITY ENGINEER DATE CHECKED BY: _____ ---____ ---____ ---- ---- WATER AND WASTEWATER UTILITY DATE 1 11 N ---AN I I I I It III 101 IT, r N, fl, 11 TRENCH DETAIL ED BY: ----------------------- ------ STORMWATER UTILITY DATE EDBY: --------------------- -- ------ PARKS AND RECREATION DATE ED BY: ---- ----------- ------- ------ TRAFFIC ENGINEER DATE ED BY: ----------------------- ------ DATE w z 0 0 (/) LL F_ w V) z 0 C) ORIGINAL ISSUE 12 01 I16 K.1 PR6,ECT ED 168521112 SHEET NUMBER 10 OF 12 KnowwhaPebelow. Call before you dig. fi b { GRAPHIC SCALE IN FEET 0 510 20 �ry NORTH f - 10 A 3 ` \1 EXISTING 6" SANITARY UNE _ TO BE UTILIZED FOR PRIVATE $EWTR MAIN 5 I I L.. .. I EXTENSION _ ..._...-... _. ._... _._-_ ` I ENISnNG 21 ____ _ E SANITARY SEWER - L J _ ---- 4 b E IA �WA FIEPMAN GENCPA}0)P SI 8 t I � € I IDa LF CF 'LI ...... _ Sl TI � 6" PVC O 2.00S C I ___ __._ _I D, I 1 _ SEE SHEET Iz Cf 1z • ♦.. _ .. .,»,.� FOR CROSS SECTION Fn I 56 _ II r -- - PRONELE CRIC RMC CWNECTIW � --' - "- '-- BUILDING SERVICE I I -,.. CONTRACTOR TO MAINTAIN .I EXISTING ELECTRIC SERNCE TO LOT 2 C1, CENTER I I I LU I .. ._ > 0: I 1 '.I ..... I 1 F Z W U I I I ` I I U j PROPOSED DRAINAGE O CHANNEL AT BASE 0[� PROPOSED WALL (z.OS SLOPE) I. I I I I EXISTING B' „ I I WATERMAIN I I I �11,0 EA, PA. I II.ODE I I DE, 5 HE b HE I I I I I I t I I ` SI f PNIVH IV LwVLHIrvV MwILIaIALa FC'. fib. 26 6 IHV IN: 81.56 M) My OUT: 81.58 (W) OA SANITARY DROP MN S3 RIM: 96.W INV IN'. 90.31 (S) E INV WT. 82,34 (W) E SANITARY BUILDING CONNECTION 53 RIM. 96. 75 INV OUT 90. GO (N) 54 W16R TO ONDERING MATERIALS FG: 51.22 INV IN'. W ]U (E) 4 CIA SANITARY DROP MN c5 RIM'. 9.89 INV PI: 9040 (S) INV WT: 82.77 (W) SANITARY BUILDING CONNECTION S6 EO 96 76 INV WI: 90.50 (N) CHOICE CENTER THIRD FILING I 1 I I I I I I I � I I I I ... PRIVATE CRGSSIACCESS PARKING EASEMENI� • O III I I c N _ �c b u eT�:oe,9 /A EXISTING IRRIGATION TO BE REMOVED 2ti LE O[ AND REPLACED AS NEEDED // G' PVC O 1.ODx 'm CONTRACTOR t0 COORDINATE, WIN L(4RU- ---------5' REND$ A, IN EXISTING IRRIGATION SYSTEM ST BLOCK PER OETNLS J1 (z) cope BOKES AND / I r �,C OIp METIER BOXES �(Z) AS' BENDS 'MTN J/_�' --5 �/ }ICI THRUST BLOCK PER W—J-W W DETAILS IT'I r J 30 LF OF IT HIM O 1.00% 9 E O 02 IZ Rv —�, -_- - 19 LF OF If BE 6" PVC O I.OJS PIC O I'Wi DOMESTIC WATER SERNCC CONNECTOR 6 FIRE CONNECTON 6" FIRE HYDRANT I" DOMESTIC WATER LEAD ARASSEMBLY SERNCEON CME<TOU I UNIT 101 6' [IRE E I I CORRECTION ) 10711111 I I I UNIT 102 LF OF 12" RCP O 1 II WS r BUILDING B 240' UNIT 108 I I 13D LE a I A" PEKE. UNDEPDRAIN I ' UNIT 109 � STORM STRUCTURE TA6LE ® pETARS. I I I _ [S1RIiCNPE�uiEj SICRM WITALL TO PROPOSED IN CHANNEL At BASE BE WALL GE B tAIL W SMELT 12 BE 12. I ITz)HE ' ME N T INV IN: 87.41 (E) <B" CIA. CLOSED LIP MANHOLE Rlu: 96.52 INV IN: 9020 (5) D2 INV IN: 9220 (E) I 1 INV IN: 92 W (SW) I INV IN: 92W ($E) 1 INV WT: 90.20 (W) 45" DIA. OPEN LID MANHOLE D3 SEE SHEET 11 UP,12 FOR SPECLnCAt1W5 RIM: OXI 05 INV WT, 91 CAA (11) I ►® a8" OA, WEN VO MANHOLE. Oa SEE SHEET I OF 12 FOR $PEOFICATONS NIX: 95.85 t �l NV OUT: 92.50 (W) L--� STORM WTFALL TO PROPOSED CHANNEL AT BASE OF WALL. D5 SFE BE IAIL W SHEET 12 BE 12 EO 91, 35 INV IN EGGS El I2" YARD BRAIN O6 RIM'. 94 25 INV CUT: 90.22 (W) t" STORM GUARDER 0] RIM: "" INV WT'. 92. ON .. 6' STORM CLEANOUT 00 RIM: 95J6 INV WT: 92WM BUILDING A I LUNIT I I I I I I T _ _ _ UNIT 104 Y 1' TYPE K COPPER 1r i 6fip� -- y 1 \V e' DIP yM�W— I (I 0".6" TEES M111 E B"�6' REDUCER \ v.) LK F THRUST BLOC qTy OF PORT COLLINS r6" SIR (I w K/ V (2) 45' BENDS WTI THRUST BLOCK PER DETAILS (TV) m j UNIT 105 UNIT 110 ELECTRIC. HERE GA$ uCTEP 5.0' METER M1 DS GAS ME D L ELECTRIC. TELEFFORE METER 4.0.1 D] ` LELEP ;AS ---F- GAS �—TEI E — TEL — L_----------------- 1 L- .._ II IE DF - PRIVATE ELECTRIC 6' PVC O 200S EAYUENi WATER MAIN TO OF WAY. W Z LU Q W 0 w J J O U CONTRACTOR TO FIELD LOCATED WATERMAIN IN COLLEGE AVENUE AND CONTACT ENCJNEER WTI CONFLICTS PRIOR TO CONSTRUCTION CONNECT TO EMSHNG GAS SERVICE. CONTRACTOR TO COORDINATE WITH CAS COMPANY ENS NG �GA$ SERVCE UTILITY LEGEND _..':. .__... - _.......-_ EX. WATER LINE .. EX. HYDRANT H EX, WATER VALVE EX. SANITARY $EWER LINE ,. EX, SANITARY SEWN MANHOLE -_ ..... _- .... ..... EX. STORM DRAIN LINE ` ' EX STORM STRUCTURE/INLET ...G _ _ EX. CAS UNE EX. UNDERGROUND ELECTRIC LINE .-....... ........... EX. UNDERGROUND TELEPHONE LINE t'1 EX. LIGHT POLE pEC PROPOSED UNDERGROUND ELECTRIC UNE — GAS — GAS — GAS LINE (BY CAS COMPANY) TEL PROPOSED PHONE LINE PROPOSED STORM SEWER LINE ® ® O PROPOSED STORM STRUCTURE PROPOSED SANITARY SEWER UNE OPROPOSED SANITARY MANIIWf • PROPOSED STONM/$ANITARY CLEANOUT —W—W— PROPOSED WATER UNE N PROPOSED VALVE VAULT A PROPOSED VALVE BOX PROPOSED FIRE HYDRANT PROPOSED UNDERORAIN UTILITY NOTES 1. ALL WATER WILES a 3- SHALE BE DUCTILE TRW PIPE, CLASS 52. WATER LINES < }" $PALL BE TYPE X COPPER. 2. ALL SANITARY SENEP LINES SHALL BE PVC MEETING. ASTM D-3034 SOP 26 EXCEPT POP SANITARY ELMER THAT CROSSES ABOVE WATER MAIN, MIS PIPE M SHALL BE AWMA CHIC (UNLESS WATER, MAIN CASING IS UTILIZED). PRONDE 2 MINIMUM COVER, 3. CWTRACIOP SHALL COORDINATE ANY NORUPTIONS 10 EXISTING UTILITY KRAUS WIN ADJACENT PROPERTY OWNERS. ALL ELECTING AMR TELEPHONE EXTENSIONS INCLUDING SERNCE ONES SHALL BE CONSTRUCTED TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY IIISCONNECTIONS SHALL BE COORDINATED MYTH THE DESIGNATED UTILITY COMPANIES. 5 CONSTRUCTION SHALL NOT START W ANY PUBLIC UTUTY SYSTEM UNTIL WRITTEN APPROVAL HAS BEEN RECEIVED BY THE ENGINEER TRW THE APPROPRIATE GOVERNING AUTHORITY AND CONTRACTOR HAS BEEN NOTIFIED BY THE MONGER 6. COMPACTOR TO CALL "BIT' TO COORDINATE FIELD LOCATIONS OF EXISTING UNOERGROUNO UTIUTIES BEFORE ONDERING MATERIALS OF COMMENCING CONSTRUCTION NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY T. PRIOR TO THF CONSTRUCTION OF OR CONNECTION 10 ANY STORM BRANN. SANITARY MANOR. WATER MAW OR ANY OTHER UIRITES. THE CONTRACTOR SHALL EXCAVATE VERIFY AHD CALCULATE ALL DONS OF CONNECTION AND LL AUTILITY CROSSINGS AND INFORM THE ENGINEER AND THE OWNER/ DEVELOPER Of ANY CONFLICT ON REWIRED OENADW5 IRON THE PLAN, NOTIFICATION $HALL BE MADE A MINIMUM OF 72 HOURS PRIDE TO CON5)RUCTIW. THE ENGINEER AND ITS CLIENTS SHALL BE HELD HARMLESS IN THE EVENT THAI THE CONTRACTOR FAILS YU MAKE SUCH NOTHICAnON. THE MUNNCPALITY SHALL BE NOTIFIED CE ANY AND ALL CHANGES TO THE DESIGN PLANS 0, CONTRACTOR SHALL CWPIY COMPLETELY WM THE LATEST STANDARDS OF OSHA DIRECTKS UP ANY OTHER AGENCY MAINS JURI501CITON FOR EXCAVATION AND TRENCHING PROCEDURES THE CONTRACTOR SHALL USE SUPPORT "TENS. SLOPING. BENCXING AND OTHER MEANS 01' PROTECTION, THIS IS TO INCLUDE. BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL ES EWM PERFORMANCE CRITERIA REWIRED BY OENCHING CONTRACTOR IS 4BB ARSBLE FOR COMPETINGXCAVATION 9, CONTRACTOR TO AVOID DI$RUPnW OF ANY ADJACENNT TENANT'S TRAFFIC OPERATIONS DURING INSTALLATION OF UTLInES, mp 10. ALL DIMENSIONS APE 10 CENTERLINE OR PIPE OR CENTER OF MANHOLE UNLESS NERD OTHERWSL 11. SEE ARCHITECTURAL AND PER PLANS FOR EXACT UTILITY CONNECTION LOCATIONS AT BUILDING 12. SEE DETAILS FOR LOCATING $TERM STRUCTURES WITHIN THE CURB LINE. 13 STURMWATER FACILITIES MUST DE FUNCTIONAL BEFORE BUILDING CONSTRUCTION BEGINS 14. ADD .900 FT TO ALL ELEVATIONS TO CORRESPOND TO THE HAVDBB VERTICAL DATUM. CITY OF FORT COLLINS UTILITY PLAN APPROVAL z z o APPROVED: LU J _______________________ U � z CITY ENGINEER DATE w O U K CHECKED BY: ___ ___________ _________ _ WATER AND WASTEWATER, UTILITY DATE 0 H o U CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: STORMWATER UTILITY ---------- PARKS AND RECREATION TRAFFIC ENGIN DATE ORIGINAL ISSUE' DATE 12OT 2016 NITA PROJECT IJO. 168524002 SHEET NUMBER DATE 9 OF 12 DATE Know where below. Y� • Call before you dig. F e i Y GRAPHIC SCALE IN FEET NORTR 0 5� 8 f . 1tl d 5 $ I / $ n �. ...._.. ....... ..... _. .. _-. .. W r _..... _ TO 87 70 Bfi 65 �I III- FWB] IS G B7 .. ._ FL 8650 CHOICE CENTER THIRD FILING GRADING NOTES I. CUR MACi0 VERIFY ALL EXISTING TOPOGRAPHY AND STRUCTURES ON THE " AND IMMEDIATELY NONEY TIE ENGINEER C£ ANY OISCRFRANGES PRIOR TO STARTING WORK_ M 6. iC G. 2. ALL PAVEMENT SPOT GRADE ELEVATIONS AND RIM ELEVATIONS WITHIN OR ALONG CUR O AND tUiiER REFER i0 EDGE OF PA4EMENi ELEVATIONS UNLESS 9T 0] M 96 OTNERMSE NOTED. >--M _ _ _ _ _ - _ _ ':: 4 6 B4 { ME fi. 3 ALL ELEVATIONS SHOWN DEPICT FINISHED GRADE OR EDGE OF PAVEMENT UNLESS OTNCRMSE NOTED. GENERAL CONTRACTOR TO COORDINATE WITH E✓CAVATION. LANDSCAPE ANp PANNG SUBCONTRACTORS REGARDING TOPSOIL 9 v C �A' / 50 R 6. ' ' •' T \J •- I THICKNESS TOR LANDSCAPE AREA$ AND PAVEMENT SCCPW THICKNESS FOP EUEEA AREAS TO PRORGLY ENSURE ADEQUATE CUT TO ESTABLISH S'JBGRADE EIEVARWS. 97.0 20 F 966 IC 9I.15 9 VO C 9 ]0 • I •'jA v • 95 BO 6. I A TH NO EARTHEN SLOPE SHALL BE GREATER THAN 3:1. UNLESS OTHERWISE NOTED. ZONES SHALL . 0BA' E ii \I _ I I I• V _ �%i I 5 6 AUEE PARKING SPACES AND LOADING MAXIMUM ROUE W ACCESSIBLE NOT EXCEED W ALL DIRECTIONS MAXIMUM RUNNINGSLOPE SHALL NOT EXCEED 5% AND CROSS SLOPE SHALL 9 6 y] 6p yA :L 97 Io°e°emu' / I) NOi EXCEED 2; ON ALL SIDEWALKS AND ACCESSIBLE ROUTES UNLESS TO 9 60 [ 9]. /J � 0 A 7. OMERNISE NOTED MEN NATURAL ROW OF DRAINAGE IS AWAY FROM CURB, CONTRACTOR 10 + _ I INSTALL REI4RSE SUFFER PITCH. 974 T ' �N - g 5 I E 9fi.35 9 N ' B MATCH EXISTING ELEVATIONS AT THE PROPERTY LIMBS. CONTRACTOR TO °ISEASSEMBLE RELOCATE INRI CATION ANO REPAIR E%ISPNC I 9 ADD 4900 FT 10 ALL ELEVATIONS TO CORRESPOND TO NAVDBB VERTICAL pATUM, F 6. IRRIGATE SYSTEu i0 IRRIGATE PROPOSED \� LANDSCAPINGloa • .��g� I � ■ W � � fi� C F 96 Bs \ R9. I� I 200 \p T ].35 qC• 95.85 96 ', I 1O4 IIAr V• 8 ` R -8 N 2 9 I R 9580 V. R T5 I •Hv 9 :Bo 995 5 TO _� I 100 '�+`,1 '' L 5 I 1 UNIT IMF 96.W is TO 96.20 T 9615 5.0, FINISHED FEW ELEV:95.15 - T 6, 9 . - 96.15 1h� - _ N 98 c.rnw-t-WAkK TOP OF WALL ELEV.95.70 96 75 96.75 \ \ RBI60 149 ] i 962° 7` {{ W 6 a ]Ix 4,29% UNIT 101 966700 96.1.. 92 UNIT 106 I FFE: 96.75 FFE: 96,75as • I `'(_�.&e§�) y_... Tf 2. S - EL bj BC 00 '. ME90.a3 1.�5; 96.25 w 31]S • .I \R W 0 959 S $ m a 9z6o I' UNIT 107 UNIT 102 FFE: 96,25 FIFE : 96.25 !' LC 00.06 96.25 `{ • FIE06.36 9615 ' $ W95 ]0 9570• TW SEE CROSS SECTION 80::° 125x BUILDING B 95.75 \yA / 575 BUILDING A; G 95.65 A -A (THIS SHEET) I A A - 9555.� GRADING LEGEND UNIT108 1.72% - TOM 8 FIFE : 95.75 y103 UNIT SIX. SIDEWALK ELEVATION I • 85,7 FIFE 9575 2.37% I•' \ 1 6 CP . EDGE OF PAVEMENI p R . ROW UNL 70 [' FL 08 6 I � d 1< • TOP OF CURB S y 323x 321x 9 A ' Y ME . MATCH ELEVATION.9 -I .. I g P •RIM ELEVATION 1L 89.Sa 95.]5 95 s e i rW • TOP OF WALL 69.01 W 95 e _ Fc . HNI$Nm cflnpF a UNIT 109 6 TO . TOP OF STAIRS n Y FFE: 95.75 F G Bs - BOTTOM NIT 104 M of ri I E: 95.75 s E -XXX- PROPOSED CONTOUR r 6' .. "9.• •• .- EXISIING CONTOUR •' •. BRIDGE - _ RIDGE LINE w 0 'N. B _ j ^y •O x Mh SLOPE AND FLOW DRECTION F 89.a g W/421 E vROPos[0 REr.InRNc WALL(N� I 1.25;z ._. 2 -(gam _ \t p ' ` p � REVERSED PITCH CURB AND GUTTER I W m s.Ds UNIT 105 ; f UNIT 110 - ¢5 FIFE: 9525 16 I- 111 FIFE 95.25 $ w 9A6 W • y •h I I Z I TW 909 - v L _9 1 � - - 1 ,• 11 eo6; o M •\ ( M 92.9 'X NEE --ALL' I A �� ✓• A _ F B S 9 0 CURB ° y I. 95.25 f� .. ago 0° '+ x 3 it 9050 - �- TW E LASS - '✓ 9050 94.e0 .. 1 ME 900 IE IWg go ME .O 7FF 90FFE:x9d 60 i5 93.00 ap9a.609A 5 93bGTECRO55B-R(N., /I s n I 'S E 3 I € N ME 9s a0 _ I W z W Q w LD W J J O U 104 100 96 NOT OF ELEVzzz 92 EXISNGGG BUILD" FINISHED FLU ELEV.93' PROPOSED ' as B01TO CaV: M.65 64 CROSS SECTION A -A 104 Too TOF BARRIER CURB OP KNEE-WALL' ELL V:95.30 TGR OF PAMEMFNT ELLV:9A B0 96 1.21A PR VOSEO GRADE S... AT TOP OF WALL 92 REV, 9A AA . XISNNG GRADE e6 L� " CROSS SECTION .,. I CITY OF FORT COLLINS UTILITY PLAN APPROVAL z z o APPROVED: ---------- ------------- ------ LLJ J U C� U_ Of CITY ENGINEER DATE Of W 0z CHECKED BY: -------------------- ------ p 2 WATER AND WASTEWATER, UTILITY DATE _ � 0 U CHECKED BY: -------- -------- ---- --- STORMWATER UTILITY DATE CHECKED BY: --- -- -- ORIGINAL ISSUE: ----------- PARKS AND RECREATION DATE 1207 2016 KHA PROJECT NO. 168524002 CHECKED BY: --- --- --------------- ----- SHEET NUMBER _) �® TRAFFIC ENGINEER DATE 8 OF 12 T CHECKED BY: --- ------------------ -DATE CHOICE CENTER THIRD FILING I UAGE INLET[MSCNAPO GTD CNNa CENTER ORI E .2=151 INT 2. 'iW •615 I � I x 1 I I I I I ITI� 11T1� 11T1� ITITI� 11T1� 11T1�' r I I I I I 1 I � I I 1 I ♦ 1 i I j I I I 1 1 1 I I AxeslCbttWa,E01 I 1 RV 1 a -on 'IT 1 1 m..lro-Dw tl I I 1 L r I XP I X B]-0FIEDI AeC I •1 \ C3=OB9 c0•alw ' I Ic1m-1m i ♦ 1 � � ,1 I _ I m FED 1p OSJ IMOGFIEDI ' { O52 eC ♦ W 1p, s Sj4 5?y' Z r 2j W a I ; Y I BUILDING '� ; BUILDING - W y 5 -► -.11 IT I 12-v F `- ` � � - .I I �•� ��� fir' 1 I � 1. I c1O•oln I _:I I 'I I I Fit-16, 'DID U ;Nm-..V I I I I I I I i I I LID TABLE ON4ITE TREATMENT BY 1INU REQUIREMENT TOTAL NEW IMPERIOUS AREA 11,559 SF IMPEPIOUS AREA TREATED BV PAVERS 9a2S SF ACTUAL A ON -SITE TREATED BY LID 82.91E POROUS PAVEMENT REQUIREMENT NEW PAVEMENT AREA J.S13 SF AREA CE PERIODS PAVERS 2,242 SF TOTAL PAVEMENT AREA 6,155 OF ACNAL x OF PERIODS PAVEMENT PRDNDEO I36 AS< Know whaYs below. Cell before you dig. GRAPHIC SCALE IN FEET 0 10� NORTH 1•-20' DRAINAGE LEGEND .. _._- ..................... EX. STORM DRAIN LINE l; EX. STORM STRUCTURE/INLET PROPOSED STORM DRAIN LINE ® ® U PROPOSED STORM STRUCNRE/INLET OVERLAND FLOW ROUTE 95 PROPOSED CONTOUR EXISTING CONTOUR DRAINAGE AREA PROPOSED PAKR5 PROPOSED DRAINAGE SUMMARY DRAINAGE BASIN AREA (Aq IMPERVIOUS AREA (A[) PERVIOUS AREA (AC) [3I C100 TC(MIN) QZICFS) Q10([FS) Q100(CFS) WEST DRAINAGE- TRIBUTARY TO DRAINAGE INLET NEAR CHOICE CENTER DRIVE - B3.(UNCHANGED) 1111 0.05 OAIT 0.95 0.95 1.00 5.00 0.14 0.23 0.50 03b(MODIFIED) 1 0,29 1 0,25 0,0E 1 0.84 084 1.00 5.00 0,69 1A9 2.89 OS-3O(MODIFIED) D.28 1 0.22 0.06 1 0]e 1 O78 0.97 5.00 0.62 1.06 2.71 OS-31T )MODIFIED) 1 003 0.02 0.01 0.68 0.68 0.85 5.00 0.06 0.10 0.25 PROPOSED FLOW 1.51 2,58 6.35 EXISTING FLOW N/A 2.77 6.47 FLOW REDUCTION N/A -0.19 -0.12 EAST DRAINAGE - TRIBUTARY TO COLLEGE AVENUE A2/A5(CONSOLIDATED) I:31 0.2E 00] 0,77 0.77 0.96 5.00 0.68 OS�4(MODIFIED) 0.52 040 0.121 0.77 0.77 0.96 5.00 1.13 1.9E 4.95 PROPOSED FLOW 1.81 3.10 7.92 E%(STING FLOW N/A 342 8.10 FLOW REDUCTION N/A-0'18 DRAINAGE NOTES EXISTING DRAINAGE AREAS ERCM CHOICE SENIOR DRAINAGE AND EROSION CONTROL RAN DATED 10/0/2011. NT EXISTING RUNDLE COEFFICIENTS AND ROWS CALCULATED USING THE LATEST YETFOOOLWY FROM USDCM AND FORT COLUNS SEE SHEET 6 OF 12 - EXISTING ORAINAGE RAN ONLY DRAINAGE AREAS RELATIVE TO THE SITE DEVELOPMENT WORK ARE SHOWN, SEE THE CHOICE CENTEfl DRAINAGE ANO EROSION CONTROL PLAN GOR COMPLETE DETAILS. MINIMUM TIME OF CONCENTRATION OF 5 MINUTES ASSUMED EM ALL AREAS FLOW RATES CALCULATED USING THE RATIONAL METHOD (0 - CIA) PUNOFF COEFFICIENTS • CIO IMPERIOUS AREAS - 0.95 • 010 PERIODS AREAS - 0.15 CLOD • MIN(T00 OR 1, 25•CIO) RAINFALL INTENSITIES 1(2) - 5 MIN, 2 TEAM . 2.05 IN/HR I(10) - 5 MIN, 10 YEAR - 4.87 IN/HP I(100) - 5 MIN, 100 FEAR - 9 95 IN/HR CITY OF FORT COLLINS UTILITY PLAN APPROVAL APPROVED: ----------------------- ------ CITY ENGINEER DATC CHECKED BY: _ _ ______ __ _____ _____ WATER AND WASTEWATER UTILITY DATE o a IT W Z W J 0 ULLi W L U_ x o H o 2 U CHECKED BY: ----------------------- ----- STORMWATER UTILITY DATE CHECKED BY: ----------------------- PARKS AND RECREATION ____ _ DATE ORIGINAL ISSUE: 1207 2016 KHA PROJECT NO. 168524002 CHECKED BY: ----------- ---------- TRAFFIC ENGINEER ------ DATE SHEET NUMBER CHECKED BY: ----------------------- - --- 7 OF 12 DATE CHOICE CENTER THIRD FILING I I ♦ I ' ♦� 1 I 1 I I I A I ' 1 ► 1 � 1 I i 1 I r---------i 1 I- 1 CItDJ o1 CO 1 ' - I y 1 A.O SN AL I 1 CtO.OP I < C10.Oi] ma.4 Ms I`: 1 iI' I 1 I al I DRAl 'MOE IMET p5G1NRGING To I M CIipLE'%ENIER IXiIVE I F Lt0^OBB 1 I 1 l `gAAL 1 ', 7 I I IRE' i �tp r z r •� U, 1 Of � U 1 1 + . W 1 I1II I ' 0 w. I � I ♦ � L,II:Og O IO 6 II - I cm.tro "I 1 V I � 1 10.♦ ' I ' � - `I i CttLEGE AVEnnE ,1 p5L1UP4E PdNI 1 I 1 ♦ I rN-� _ I I I I I I 111 1 Know what's below. • Call before you dig. L,II �GRAPHIC SCALE IN FEET 0 10�E r-2D DRAINAGE LEGAUNE ..- _. .. ... .......... EY. STORM DR Ex, STORM ST OVERLAND ROEAGIING CONTDRAINAGE ARE EXISTING DRAINAGE SUMMARY (FROM CHOICE CENTER PLANS DATED 10/4/2011) DRAINAGE BASIN AREA (AC) IMPERVIOOS (AC) C2 C10 C100 TC (MIN) 02 (CFS) D10 (CFS) D1OO (CFS) WEST DRAINAGE - TRIBUTARY TO DRAINAGE INLET NEAR CHOICE CENTER DRIVE 93R 0.05 0.05 - 0,95 1.00 - - 0.24 83b 0.33 0.25 - 0.77 096 - - 1.24 OS-38 044 0,14 - 0.95 IM - 0.67 11." OS-3b 0.13 0.13 095 1.00 - - 0.62 TOTAL FLOW - 2.77 EAST DRAINAGE -TRIBUTARY TO COLLEGE AVENUE A2 i : :1 1.00 - - 127 3.12 A5 9.03 0.002 - 0.23 1 0.28 - - 0.03 0.07 OSd 0.49 0.45 - O.BB 1 1.00 - 2,12 4.91 TOTAL FLOW - 3.42 1 8.10 EMISPNO DRAINAGE AREAS. RUNCiE COCOROEN15. AND ROYS CRON CHOICE CENTER DRAINAGE AND EROSION CONTROL PLAN DATED 101.12011, RUNOPE COEFITIPENTS AND ROW RATES 100 THE 2-vEAR EVENT WERE NOT PRONDED IN ENE 10/A/2011 PLAN. ONLY DRAINAGE AREAS RELATA TO THE SITE DEKLOPNENT 1 K ARE SHONN. SEE THE CHOICE CENTER DRAINAGE AND EPOSION CONTROL PLAN FOR CCNPLETE DETAILS. TIME OF COUCENTRATION NOT SPECIFIED ON TIE E%15T1NG DRAINAGE PLAN CITY OF FORT COLLINS UTILITY PLAN APPROVAL PPROVED:----------------------- ------ CITY ENGINEER DATE D BY: D BY: D BY: D BY: D BY: WATER AND WASTEWATER UTILITY DATE STORMWATER UTILITY PARKS AND RECREATION TRAFFIC ENGINEER � 4 4 W V z Q z w L Xz w� cr U-1 �z W J O U LL 0 W0 0 O = Ir m ♦-0 U DATE ORIGINAL ISSUE: DATE 1207/2016 KHA PROJECT N0. 168524002 DATE SHEET NUMBER ------ 6 OF 12 DATE EROSION CONTROL NOTES 1 I. CONSTRUCTION ENTRANCE SHALL BE LOCATED SO AS i0 PROVIDE THE LEAST AMOUNT OF DISTURBANCE TO THE ROW OF TRAFFIC IN AND OUT OF THE SITE. 'g ADDITIONALLY, CONSTRUCTION ENTRANCE $HALL BE LOCATED t0 COINCIDE wM ME PHASING OF THE PAVEMENT REPLACEMENT. 2, POST CONSTRUCTION STORM WATER PCLLUTIIXI COrvn+0. MEASURES INCLUDE 6 $TABILIZATIDN BY PERMANENT PANNE. DRAINAGE SYSTEM $1RUCNRE. OR LANDSCAPING, a J. TEMPORARY T T PERMANENT POSSIBLE TIME PRACTICES AND SDUE SIT SHALL BE {, INSTALLED AT THE EARLIEST PERIMET TIME WRING THE Cop NSIRSTALL E SE EASE COMMµ EXAMPLE, ANY GRAER SILT FENCE SHALL BE INSTALLED BEFORE YFNCEMENT OF ANV GRADING ACTN11E5, OTHER BMPS SMALL 8E IN AS 5=1 AS PRACTICABLE AND SHALL BE MAINTAINED UNTIL FINAL B BUD SIABUZATW IS ATTNNEO CONTRACTOR SHALL ALSO REFERENCE CIVIL AND LANDSCAPE PLANS ONCE PERMANENT STABILIZATION IS PROVIDED BY g LANDSCAPING. THE BUILDING(S) , AND SITE PAVING. 54, Too HAVE BEEN LOCATED AS INDICATED ON THIS PLAN IN ACCORDANCE ✓I wM GENERALLY ACCEPTED ENGINEERING PRACTICES IN ORDER 10 MINIMIZE SEES WENT TRANSFER. FOR EXAMPLE: SILT FENCES LOCATED AT TOE OF SLOPE AND INLET PROT OUCH TO INLETS BECOMING SEDIMENT MOOR SAE RUN-OFF. n 5. THE PLACEMENT OF ERMION/SEDIMENTATION CONTROLS SMALL BE IN ACCORpWCE WITH THE APPROVED EROSION AND SEDIMENTATION CONTROL PUN. S, 6, ANY MANOR VARIATION IN MATERIALS OR LOCATIONS OF CONTROLS OR FENCES ' MGM THOSE SHOWN ON ME APPRMED PLANS WILL REWIRE A PENSION AND Y MUST BE APPROVED BY ME RENEWNG ENGINEER. ENVIRONMENTAL Y P T A APPROPRIATE. MAJOR REASAMS MUST BE s PROVED, OR HEBORS 5 APPROVED T THE DEPARTMENT. µ0 NOR M MEIIi DEPARTMENT µ0 THE ' DRAINAGE VT B MADEAENI. MINOR CNWGES OR EROSION A CONTROL 6 SEDIMENTATION IO BE MADE AS FIELDWA REVISION$ TO THE EROSION AND $WIECTOR DU ING THE PUN WAY BE REQUIRNSTMUCTI BY THE CORRECT CONTROL ENVIRONMENTAL INSPECTOR DURING THE COURSE OF T TO THE TO CORRECT CONTROL INApEOUACIES AT NO App11PYLL COAL i0 THE OWNER. i E ). CONiFASHM SHALL PUCE ED EQUAL) CONTROL PLANKED (NORTH WEOPES GREEN 515001E OR APPROVED EQUAL) ON .LLL SITE PEAS WITH SLOPES GREATER THAN A�1, AND IN THE BOTTOM AND SIOE SLOPES OF ALL SWALES. j B. PRIOR DO FINAL ACCEPTANCE. HALL ROADS AND WATERWAY CROSSINGS y CONSTRUCTED FOR TEMPORARY CONTRACTOR ACCESS MUST BE REMOVED. g ACCUMUUIEO SEGMENT REMOVED FROM THE WATERWAY AND THE AREA 8 RESTORED TO THE ORIGINAL GRADE µD FEVEGEIAIEO. ALL LAND CLEARING SHALL BE DISPOSED OF IN APPROMED SPpL DISPOSAL SITES. 5 9. PERMANENT, FINAL PLANT COVERING OR STRUCTURES SHALL BE INSTALLED PRIOR TO FINAL ACCEPTANCE, I0. ALL CONTROL DEVICES THAT FUNCTION SIMILARLY DO SILO FENCE OR FIBER 6 WALLS MUST BE REPAIRED, REPLACED OR SURRENDERED WITH EFTECTNE CONTROLS WNSo THEY BECOME NONETUR ONAL OR THE SEDWEM REACHES R OUNNIRO ME NEIGH OF THE DFACE THESE REPNFS MUST BE BE E WITHIN 24 HOURS OF THE RAINFALL EVCM OR AS SOON AS HELD CONDITIONS ALLOW ACCESS. n t 11. ALL SEDIMENT DELTAS µ0 DEPOSITS MUST BE REMOVED FROM SURFACE WATERS. ORANAND WAYS, CATCH BASINS O OWNER DRAINAGE SYSTEMS. ALL 5 µUS WHERE SEGMENT REMOVAL RESULTED IN EXPOSED SOIL MUST BE ♦ RESTABILIZED. THE REMOVAL µ0 STABILIZATION MUST TAKE PEACE 5 IMMEDIATELY, BUT NO MORE MAN Z WAYS AFTER THE RANFALL EVENT UNLESS A C PRECLUDED BY LEGAL. REGULATORY OR PHYSMAL ACCESS CONSTRAINTS. AIL REASONABLE EFFORTS MUST BE USED TO OBTAIN ACCESS. ONCE ACCESS IS OBTAINED, REMOVAL AND STABILIZATION MUST TAKE PLACE IMMEDIATELY, BIT RESPONSIBLE FOR NO MORE THAN Z TARO APPROPRIATE CONTRACTOR5 CONTACTING ALL O CONDUCTING AUTHORITIES WORK AND RECEIVING LONE APPLICABLE = PERMITS PMINt TO CONDUC}INC FURY WORK. 12. ACCUMULATIONS OF TRACKED AND OEPOWED SEDIMENT MUST BE REMOVED ^ FROM OFF -SITE DAVID SURFACES WITHIN 24 HOURS OR SOONER IF REWIRED. $ T^ SEDIMENT TRACKING MUST BE MINIMIZED BY ME APPROPRIATE MANAGEMENT PRACTICE. LURE A DEDICATED SITE EXIT WIN AN AGGREGATE SURFACE OR y DESIGNATED OFFSITE PARKING µLA. CONTRACTOR IS RESPONSIBLE FOR $ STREET SWEEPING AND/OP SCRAPING IF YOUR PRACTICES ARE NOT ADEQUATE M� It TO PREVENT SEDIMENT FROM III TRACKED ROM ME SHE, 11. SURFACE WATERS, MARRIAGE DITCHES µD CONVFTµCE SYSTEMS MUST BE w S INSPECTED FOR SEGMENT DEPOSRSAT o0 IA, ME CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTRW z i MEASURES AS INDICATED OR THIS SHEET IN ACCORDANCE WIN ME S10RMWATER POLLUTION PREVENTION PLAN (SVAPM PREPARED BY if KIMIFY-MORN AND ASSOCIATES. INC. ME CONTRACTOR IS RESPONSIBLE FOR B IMPEEMENTNC ME PROVISIONS INGCATED IN ME SNPPP, INCLUDING EROLCN FREQUENCY. A REWIRED BY ME URBAN DRAINAGE A AND OD CANT CISTRIC S EW [D AMEND NTSBYAND CITY B FORT CO CAPTOR (UDFW) MµVAL AND ME a AMENDMENTS BY THE CITY CF FORT COLLINS f 15, PUMPING SEDIMENT LADEN WATER INTO ANY STORMWAIM FACILITY THAT IS NOT DESIGNATED TO BE A SEDIMENT TRAP. DRAINAGEWAY, OR OFFSHE AREA EITHER DIRECTLY OR INDIRECTLY WMWT FILTRATION IS PROAnSU D. 16. ME STOCKPILES SHALL NOT BE LOCATED IN A DRAINAGEWAY, FLOW PLAIN rt E AREA OR A DESIGNATED BUFFER, UNLESS OTHERWISE APPROVED. UNDER SPECIFIC CWDIPPNS TO BE ESTABLISHED By THE DIRECTOR OR CAI y ADMINISTRATOR. $ 0 17. STOCKPILES i0 REMAIN IN PLACE FOR MORE THAN THREE DAYS DEALT, BE PROVIDED WM SESC MEASURES. MATERIAL IS 10 BE HAULED OFF S IMMEDIATELY AND LEGALLY IF NO STOCKPILE 15 TO REMAIN IN PLACE. b g o IB. ALL TEMPORARYTAZA SESC uCASURES $HALL BE MMERT WHIN ,HI DAYS AFTER d WITS RESULTING M M TEMPERA TRAPPED SEGMENT µ0 OTHER E LY DISPOSED EO SGLS RESEAL TNG FROM TEMPORARY MEASURES SHALL BE PROPERLY DISPOSED d `t, OF PRIOR 10 PERMANENT STABILIZATION. B 0 F x 19. DWATEREPRESSORS REPORT EROM TRAPS BASINS, PAID OTHER ROUG HOLDING 1Y CONTR 510N$ OR E%CAVATIONS MUST FIRST PASS TERWCJI A ES ARE ,{ a CM}T10. ANCUNCIR nL1R MALL DEVICE. WHEN DRAW EROSION, DEVICES ARE USED. QOp, DISCHARGE LOLATCN$ SMALL BE PROTECTED FPW CRO'9W. j 20. BUD STABILIZATION REQUIREMENTS ARE AS FOLLOWS. y 201, WHERE THE INITATION OF $TAFNL12AT10N MEASURE BY THE IN FIT AFTER 16 ( CONSDID TOP ACTIVITY TEMPORARILY OR PERMANENTLY CEASES ON A f PORTION OF ME END IS PRECLUDED BY SNOW COVER. STABILIZATION MEASURE SHALL BE INITIATED AS SOON AS PRACTICABLE. e 202. WHERE WAS.7RUCTON ACTIVITY WILL RESUME ON A POPPON OF ME SITE K WMNI 11 SAYS FROM WHEN ACTIVITIES CEASED, (E.G. ME TOTAL TIME PERIW THAT CONSTRUCTION ACTIVITY IS TEMPORARILY CEASED Is LESS MAN 14 SAYS) THEN STABILIZATION MEASURES OO NOT HAVE 10 BE INITIATED ON THAT PORTION OF ME STE BY ME 7TH DAY AFTER G E CONS}RUCTON AT TEMPORARILY CEASED. CHOICE CENTER THIRD FILING Concrete Washout Area (CN'A) NIM-I SC-6 Inlet Protection (1P) Inlet Protection (III SC-6 101 1— Cy_A� t SCLTg1N 1. �Wn tlCFEiE1lL.ICN YITT \'chi le I racking Control (\'*ILA SM4 �\ . $[y'IIQN. A yjC-I.A{'N44yGA,j)_IR Xy'LE �RAL'Y N4I.QIIIEDI �E x CITY OF FORT COLLINS EROSION CONTROL NOTES y1. THE CITY $TCRMWATER DEPARTMENT ERU9W CONTROL WSPECTOR MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO ANY CONSTRUCTION ON MIS OR. [a 2 ALL REWIRED BLIPS SHALL BE INSTALLED PRIOR TO µv LAND DISTURBING ACTIVITY (STOCKPILING, STRIPPING. GRADING, ETC). ALL OF F HEIR REWIRED ITS CONTROL MEASURES SHALL BE It Al THE APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS b INDICATED IN ME APPROVED PROJECT SCHEDULE, CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. J, PRE -DISTURBANCE VEGETATION SHALL BE PROTECTED AND RETAINED WHEREVER POSSIBLE, REMOVAL OR DISTURBANCE OF EXISTING [. RGE1ATON SHALL BE LIMITED TO ME AREA REWIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND FOR ME SHORTEST a PRACTICAL PERIW OF TIME. g N ALL SGLS EKPOSED DURING LAND DISTURBING ACTIVITY (STRIPPING. MARINE. U UrY INSTALLATIONS. STOCKPILING, FILLING. ETC,) $HALL BE KEPT IN A ROUGHENED CONDITION BY RIPPING OR DISKING ALONG LAND CONTOURS UNTIL MULCH. VEGETATION. OR OTHER o PERMANENT EROSION CONTROL 15 INSTALLED, NO SOILS IN AREAS OUTSIDE PROJECT STREET RIGHTS OF WAY SHALL REMAIN EXPOSED s BY LAND DISNRBING ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRED TEMPORARY OR PERMANENT EROSION CONTROL (EG. SEED WULCH, LANDSCAPING. ETC.) IS INSTALLED. UNLESS OMERWSE APPROVED BY THE S}ORMWATER DEPARTMENT. ` 5. ME PROPERTY MUST BE WATERED AND MAINTAINED AT ALL TIMES CORING Cg1STIM I ACTIVITIES SO AS r0 PREVENT S WND-CAUSED EROSION. ALL LAID DISTURBING ACTIVITIES SHALL BE IMMEDIATELY CT5WNMNUED WHEN FUOTIVE MST IMPACTS ADJACENT PROPERTIES. AS DETERMINED BY ME CITY ENGINEERING DEPARTMENT. 6. ALL TEMPORARY (STRUCTURAL) EROSION CCXNIRCL MEASURES MUST BE INSPECTED AND REPAIRED OR RECONSTRUCTLD AS NECESSARY 8 AFTER EACH RUNOFF EVENT AND EVERY IN DAYS IN ORDER r0 ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION ALL RETAINED SEDIMENTS, PARTICULARLY THOSE ON RAVED ROADWAY SURFACES, SHALL TIE REMOVED AND DISPOSED OF IN A MANNER AND LWA RON SO AS NOT TO CAUSE THEIR RELEASE INTO µY ORANAGEWAY. E E 2. NO REAL STOCKPILE $MALL WATERING, FEET (10) FEET IME IN HEIGHT. ALL Spl STOCKPILES SHALL BE AIMING AFT R 30 SEDIMENT IRANSPOrt rd BY SEEDED SURFACE ROUGHENING. WAIEPINL. AND PERIMETER OL1 FENCING. ANY $qL STOCKPILE REMAINING AFTER JO DAYS SHALL BE sEWW AND Mu[GMEO. B. CITY ORDINANCE PROHIBITS THE TRACMINC, DROPPING, OR DEPOSITING OF SOILS OR ANY OTHER MATERIAL ONTO CITY STREETS BY Do FROM ANY VEHICLE. ANY INADVERTENT DEPOWED MATERIAL SHALL BE CrEANEO IMMEDIATELY BY THE CONTRACTOR, 111 I rluu le. I 'ANl fleaL'uinplY . AA11124111 1,p„11. I-, r1 owe IN-114 n.....' EC-6 Rolled Erosion Control Products (RECP) t(Hi r W"t I'^ rt /I I /11_ rt 11 m+Lc LEB L Pl C-JVII EE ID DfiASNR CWAY\ L / - .r, w GCP .-_SA M.L RIILUS' RNN_GEMn( "I I.: •� IP rII 1II 2 P l FT ,K v a; p-s vorr :o>rr M1AR<A ILQE_JEF:FI1Qu^N GEC J 1 1L`:EL`E_F9F :J MJULQ PSETi:1jQIf SC-6 Intel Prtltertiun QP) Mobilrrollpn DemdR Grptllno Utilities Flt wwA Instoltllon 1pon Venirnl InstpllaNpn Lvndsco Pe DerrawalUARlon (CP....Upon "RU'Al Best Management Practices (BMPS) rFI�R-pn OOO E:=O $tru<tMnl•IFMtalhtun• Fena Barriers• Slt Contour Furrows lRlpRng /Disking) 0 I®OB O[�OO Sediment Trap / Filter �O ®_ O VoNI<le Tracking Paid' 1 Flow B... I(wettles)• Inlet Fuser sags• MyDBbi inlets` that Eould use ProtectiFp ��� Rock sags' ft!tcEUD prior Inlets quid use pYeilct1, Terracing �O — ®E—=-I MENEM= Flow Divers Stream On Rip Rap Collecting Asphalt / Concrete Saw Cutt ng Waste •AIIBMPs tO be Removed Once Construction is Complete. rrL��T F= O�JOC�L�C�C�C� -E== 00 vinowp hn, O ==E O OC�O remnorary seeding Planning30 NWKNVUU.AaoU AliVtime.the ske will sk dOrment bnger than Days. M she will sk dprment bnger Nan 3o oaVS. on FM PWnlanen[Seedmg Planting �I L_J� 6pd lnAlaNalion OOL� OCR®�� Rolled Products. Netting/ Blankets/Mats A e wineilie she wig t dor OF IBngerthan 30 Day$. o g MY To AM U OU) Z w Oo U Z 06 OU) V/ W OO ~ W w Z CITY OF FORT COLLINS w UTILITY PLAN APPROVAL z z o VED: _ w J "- U LL _U CITY ENGINEER DATE w 0 5 U Q� ED BY: --------------- WATER. AND WASTEWATER UTILITY --- — DATE p 2 _ ♦— o U ED BY: --------------------- ------ STORMWATER UTILITY DATE ED BY: ____ ___ ______ ORIGINAL 65UE: ____________ PARKS AND RECREATION DATE 12 m zDle KHA PROJECT N0. 161352N0U2 ED BY: ----------------------- TRAFFIC ENGINEER ----- DATE SHEET NUMBER ECKED BY: DATE 5OF12 CHOICE CENTER THIRD FILING sFxERgNtns LocertD vmNw TN" PORDW OF caLEGE ANC.' _ CONTRACTOR r0 PRONOE PSOC CURK SOCK$ i0 PREVENT SEUYENi ERW ENIF INTO OLI' C CLAYE EGE CURB k CUBITTER. CS 'JI J. III ° I I •1 4 TDi— IP .N .. v BE — I, -- I 111 IP 1 06 UNIT 7 T 101 • A I I UNIT I. • � I I J � I i • n T I � UNIT 107 W �✓ I I 6 C j -. j i O I F- " BUILDING B is LU I s W ! I UNIT 108 'fr U I s� I I fx I I ;e I I 5 € I €� I I i I \ , � I i I I UNIT 102 BUILDING A UNIT 103 I UNIT 104 UNIT 105 I. I I I I I I I I I I I ROCK SO FRO" EN CURB Y I� Know what's below. • Call before you dig. GRAPHIC SCALE IN FEET o% NORTH EROSION CONTROL LEGEND ® EROSION CONTROLBLANKET (ME CHOSEN IXITRO-DE i>LS) CONSTRUCTION ENTRANCECONTROL ® (SEF CONSTRUCTION CONTROL DETAILS) _§ SILL FENCE ® (SEE ER09W CONTROL DETAILS) ®INLET PROTECTION ® (SEE EROSION CONTROL DETAILS) ©CURB ROCK SOCKS ® (SEE EROSION CONTROL DETAILS) ® ® CONCRETE WASHOUT (SEE EROCONTROL CONTRACTOR) (t0 BE DETERMINED BY LONTPACiOR) ® UNITS OF DISTURBANCE --JS-- -- EIISTING CONTOURS P5 PROPOSED CONTOURS EROSION CONTROL SCHEDULE AND SEQUENCING_ F o 4 I ROUGH GRADING CONS IRUCCIDN CNTRANCEAPT.. SILT FENCE PROTECTION. CONCRETE WASHWI AREA AND TREE MOB, , N SHALL BE INSTALLED PRIOR TO MC INDAIIpI OF RWGH GRADING. AS NEEDED, TEMPORARY EROSION CONTROL MEASURES TO BE INSTALLED UPONCOMPLETION OF RWGN GRADNG AND AS NECESSARY GIRWGHWi CONSTRUCDON. I IF DRIFT( ALL PRIOR EROSION CLWTRBL MEASURES INSTALLED I MSEALI ABDK TO BE MAINTAINED AS NECESSARY DURING UDLITY WST4LA RON STORM STRUCTURE INLET ` PROTECTION SHALL BE INSTALLED AS STORM ` DRAINAGE SYSTEM IS CONSTRUCTED W I M GANNL ALL PRIOR MEASURES INSTALLED 1 a MAN AIMED A ABOVE R) BE M41NiAlNED AS NCCESSARI DURING Z PAVING AND THROUGHOUT THE REMAINDER CC THE PROCCT. W IV FINAL GPADNG/SDL ALL RMPORARY EROYCN CONTROL MEASURES TO BE OF THE PROLCCT AS STABILI'AIICN/ LANDSCAPING REMOKO AT THE CONCLUSION DIRECTED BY THE LOCAL MUNICIPALITY W w J J 1 0 U I J 0 H z oo g za O X W CITY OF FORT COLLINS UTILITY PLAN APPROVAL z z — o APPROVED: _________ -------------- --'—__ W J In 0 LL i CITY ENGII•IEER DATE W Q U K CHECKED BY: __________ ___________ ______ (- O= WATER AND WASTEWATER, UTILITY DATE H o U ETS LOCATED CHECKED BY: _ _____________________ ______ OF COLLEGE E PRCIIIDEIEUT STORMWATER UTILITY DATE SEDIMENT COLLEGE. AVL CHECKED BY: ____ _ ORIGINAL Issue: ________ PARKS AND RECREATION DATE 12/07/z 2 m T 140. KHA PROJECT 168524002 CHECKED BY: _ _____________________ ____ SHEET NUMBER TRAFFIC ENGINEER DATE 4 OF 12 CHECKED BY: -------------------- ------ DATE I LLLL . LLLLI IXy/f, H77 cHAH L V V V V- V. V V V .V' %l!%fl//%/T x E F �l'yI IIII SERVICE V D _ fGNfgFTE!-\I -�� SIDEWALK x Wg1FR RFRNCF I p SCMF ..... iO BF gBANpWIED A I x A. I �T T` SIRULNRE C REMOVE 6 FERULE % P.EMOYE AND REPLACE + • EXISTING KGETATGN A$ ' x DEMPSTER CONC0.E TE PAD -- I. NECESSARY FOR UTILITY I REMOVE SCREEN WALL AD • CONSTRUCTION y . I INECESSARY FOR UTILITY G x ' CONSTRUCTION _ CONTRACTOR TO COORDINATE ELECTRIC < x "r. F REMOVAL WTH LIGHT AND AV k� t POWER ELECTRIC SERVICE A < "' TO CHOICE CENTER i0 RAILING x REMAIN AT ALL TIMES. < y 4 < x X xX < - ' SERVIC ! P.-..: < L W < I < Q 1 I a I I'- I I < W < I' Z .DS ALK ° < I W 1 0 wgTFR �RMCE%'Y < W rn RF ABArvppNEn J < U < < /��\ X X RFM I I \LLLL._. spcwALK I I,LLLL. LLLL... ,... I I SIDEWALK ADJACENT PARCEL IXJ ` / r / D cOwury A Ir �% V +zil�JLCJ ff /.. x LL_L L- SIDEWA.L x A LLL L/N1 I LI I_L LL_I_ L'._L�II,LLL LL--LLLL �_ L_ _ L 1 I _ L_. L_ TDP T L_ I L I_ L. G L_ L_ l_ L_ I_ L L_ L_ L_. L_ - I_ 17 �I L _ I_ L_ l__. L_ L I - I_ L. L LLLL L--L-[-I-L r L I_LLLL_LI I LL l L L L I L L L I LLLL N/LLL L.-, LLLL L L LLL A1_L L_L L_LI- LLL L LLLL LL_L, X X LLLLLL-L I I LLLLI LLL x., L L I. I__ L_ I L L /e\I L L I_ L L L L _I L.I L L L LLI I -LLL L LL BL LL I- I- L L/L-'DSO Irp- LL LL LLL_I I L �_. L1 LL LL L_L K _ < EP OF I .L_L--A-LLL_1_LLLL ti L 1 LLI'' -LLL 1) 1_LLL L LLL L-LL L L LLLL_/-�LL_LL LLLLI �_I__l L LI - L_LL_LL_LLLL. LLLL ;yl L AI ALI_L_I_ L� LLLL1_LLL L_ 1 LLF"NTT L L L L L l I_ j \_. - L_ I_ I_ I_ L . L_L L L L_ I_ L LL_l_I_ L L L L, L- I I_L rI L L LLLL_L_LL L_L D$TED(T�)1 -L.L - - - LI LLLL LL_1_1K LLLL LLLL 1 .I__L._LL LLL L I._L_L L_- __ L L L I.__ I- L L L_ L_ I- I- L. L_ _y-� L I_ L L I _ L I_ t r3.L_LI_L.L_L_1 I I_I_LL_L_ __` L LL x' _XLI L_L_1_LL L L_L_L I LL_I L L I. n_LI LLL L _ L L L L L 1. _L_I L L_L I I_L_L L .. I_ L I 11 'QA-I_LLLI LL I L_L L._I I L LLI L L I .I I I I_I_I �.n L I L L I_' L [L L l_t I I L_ l I__ L I__ I_ L I_ L- L. I__ k L L L_I_I_ L L L- I-- L ILLI. I L,L II 4_ I L_ NaasuRE L' D -_ L_ L I L_L _LLLLI „w) 1- L I xKX1. /1ENCLOSUPE.; y IXISRNG CABLE ALONG sIDEwALv F souTH Pg0PERtt LINE CONTHACiOH i0 TAKE 1PAr 5FORMfR/1 h' `. CAUTION. W SCRF L t .. ' spfwAlK s 1 , a I A AM SOEwALK WATER LINE. W z W Q W 0 W J _1 O U Know what's below. Call before you dig. GRAPHIC SCALE IN FEET 0 5� NORTH r-tD' DEMOLITION NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EASPNC STPVCNRES, RELATED UTILITIES. PAVING, AND ANY OTHER EXISTING AS NOTED. 2, IF DEMOLITION OR CONSTRUCTION ON SITE WALL EMBLEM WTH THE ADJACENT PROPERTY OWNER'S TRAFFIC FLOW THE CONTRACTOR SHALL COORDINATE 'MT1 ADJACENT PROPERTY OMER TO MINIMIZE THE IMPACT ON TRAFFIC FLOW TEMPORARY PE -ROUTING OF TRAFFIC IS TO BE ACCOMPLISHED BY USING COOT APPROVED TRAFFIC BARRICADES, BARRELS. AND/OR CONES. TEMPORARY 4GNAGE AND FLAGMEN MAY BE ALSO NECESSARY. ]. EROSION CONTROL MUST BE ESTABLISHED PRIOR TO ANY WORK ON SITE INCLUDING DEMOLITION. 4. THE EXTENT OF SITE DEMOLITION WORK IS AS SHOWN ON THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN. 5. UNDERGROUND UTILITIES SHOWN ARE BASED ON ATLASES AND AVAILABLE INFORMATION PRESENTED AT THE TIME OF SURVEY. CONTRACTOR SHOULD CALL "COLORADO BIT- (1-800-922-1982) TO COORDINATE FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES BEFORE GROUPING MATERIALS OR COMMENCINGANY CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES UNDERGROUND CONTRACTOR SHALL LOCALE AND PROTECT TION, NG PROTECTION ALL OVERHEAD UTILITIES DURING CONSTRUCTION. UTILITY PROTECTION SMALL BE COORDINATED MUNICIPALITY U WITH THE RESPECTIVE UTILITY OWNER AND As SMALL DIRECTED LATHE GOVERNING uuAml EXIST DAMAGED CABLES REMAIN s SHALL BE REPLACED IMMEDIATELY. ALL CONSTRUCTION $TON PROS S REMAIN SHALL BE PROTECTED THROUGHOUT THE ED N-UCTION D THESE. ALL COST $DLL BE CONSIDERED SHALL CI REPLACED IN -KIND AND THEIR REPLACEMENT COST SMALL T CTHE OWNER INCIDENTAL E IS THE CONTRACT, PROPER LEAST 45 H TO THE OWNERS I THE EXISTING COMMENCES, SHALL BE MADE Al LEAST AB IIWRS BEFORE CONSTRVCTICN CW MENCES. 6. UMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. T. ALL REPAIRS TO BE IN ACCORDANCE WTH CITY STREET REPAIR STANDARDS. DEMOLITION LEGEND pO ITEM To REMAIN, PROTECT DURING CONSTRUCTION OB //// CURB REMOVAL © X X'X-X UTILITY REMOVAL pO i; ITEM TO BE REMOVED OI FULL -DEPTH ASPHALT PAVEMENT REMOVAL © �.' , CONCRETE REMOVAL © GRAVEL REMOVAL O--- _-SAWCUT LINE lO FENCE/WALL REMOVAL JO N V -V UTILITY ABANDONED IN PLACE a CITY OF FORT COLLINS UTILITY PLAN APPROVAL CITY ENGINEER DATE ED BY: -------------------- ----- WATER. AND WASTEWATER UTILITY DATE ED BY: ------------------- ----- STORMWATER UTILITY DATE BY: -___ -___ _-_ ----- PARKS AND RECREATION DATE ED BY: BY: TRAFFIC ENGINEER DATE DATE W U Qz a z O O w 0 W ~ z z J o W u U LL i W C) U U H o 2 U ORIGINAL ISSUE: 112 IL0] 2016 KHA PROJECT PLO. 68024002 SHEET NUMBER 3 OF 12 QEWFUL NOTES 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF PUBLIC IMPROVEMENTS SHALL MEET OR EXCEED ME STANDARDS AND SPECIFICATIONS SET CENTER NHE LARIME COUNTY URBAN AREA STREET STANDARDS AND APPLICABLE STATE AND FEDERAL REGULATIONS WHERE HERE IS CONFLICT BETWEEN THESE PLANS AND HE SPfCIFICATIWS, OR ANY APPLICABLE STANDARDS. HE MOST RESTRICTIVE STANDARD SHALL APPLY. ALL WORK SHALL BE INSPECTED AN APPROVED BY THE LOCAL ENTITY. 2, kl REFERENCES TO ANY PUBUSHED STANDARDS SHALL REFER TO ME LATEST REASON OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 3, HEY PUBLIC IMPROVEMENT CONSTRUCTION PLANS SHALL BE VALID FISH A PERIOD OF THREE YEAPS MEN MC DACE O APPROVAL BY HE LOCAL ENTITY ENGINEER, USE OF THESE PLANS AFTER ME EXPIRATION DALE WLL REQUIRE A NEW REMEW AND APPROVAL PROCESS BY ME LOCAL ENTITY PRIOR TO COMMENCEMENT OF ANY WORK SHOWN IN THESE PLANS. A THE ENGINEER WHO HAS PREPARED THESE PLANS, BY EXECUTION AND/Oft SEAL HEREOF, DOES HEREBY AFFIRM RESPONSIBILITY TO ME LOCAL ENTITY, AS BENEFICIARY OF SAID ENGINEER'S WORK. FOR ANY ERRORS AND OMISSIONS CONTAINED IN THESE PLANS, AND APPROVAL OF THESE PLANS BY THE LOCAL ENTITY ENGINEER SHALL NOT RELIEVE THE ENGINEER WHO HAS PREPARED THESE PLANS BE ALL SUCH RESPONSBIUTY. FORMER, 10 MC EXTENT PERMITTED By LAW, THE ENGNEER HEREBY AGREES t0 NOD HARMLESS AND INDEMNIFY HE LOCAL ENTITY. AMID ITS OFFICERS AND EMPLOYEES, FROM AND AGAINST ALL LIABILITIES. CLAIMS, AND DEMANDS VMICH MAY ARISE FROM ANY TERMS AND OMISSIONS CONTAINED IN THESE PLANS. 5 ALL SANITARY SEWER. STORM SEWER, AND WATER LINE CONSMUCRW. AS WELL AS POWER AND OHER bRYUTILITY INSILLATONS, SHALL CONFORM i0 THE LOCAL ENTITY STANDARDS AND SPECIFICATIONS CURRENT AT THE DATE OF APPROVAL OF THE PLANS BY HE LOCAL ENTITY ENGINEER. 6, MC TYPE. SIZE. LOCATION AND NUMBER BE ALL KNOWN UNDERGROUND URURES ARE APPROXIMATE WHEN SHOWN ON THE DRAWINGS IT SHALL BE THE RESPONSIBILITY O ME DEVELOPER TO UNITY THE EXISTENCE AND LOCATION O ALL UNDERGROUND UTILITIES ALONG THE ROOM O HE WORK BEFORE COMMENCING NEW CONSTRUCTION HC DEVELOPER SMALL BE RESPONSIBLE FOR UNKNOWN UNDERGROUND UTILITIES. I. ME ENGNEER SHALL CONTACT ME UTILITY NOTIMALITAI CENTER O CUUMADO RMCC) At I-500-922-1987. Al LEAST 2 WWKNG DAYS PRICK TO BEGINNING EXCAVATION ON GRACING, TO HAVE ALL REGISTERED UTILITY LOCATIONS MARKED, OTHER UNRECISTERED URUTY ENTITIES (I E: OTCH/IRRIGARW COMPANY) ARE TO BE LOCATED BY CONTACTING ME RESPECTIVE REPRESENTATIVE. UMIIY SERVICE LATERALS ME ALSO TO BE LOCATED EACH TO BEGINNING EXCAVATION OR (TRADING. 17 SHALL BE ME RESPO19BIUTY CF THE DEVELOPER TO RELOCATE ALL EXISTING UTIUMS HAT CONFLICT MEN HE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. B. THE DEVELOPER SHALL BE PESPWSIBLE FOR PROTECTING ALL OTIUFMS WRING CONSTRUCTION AND FOS COORDINATING WIN ME ARROMPRAW URUTY COMPANY FOR ANY UTILITY CROSSINGS REWIRED. 9. IF A CONFLICT EXISTS BETWEEN EX1571NG AND PROPOSED UTILITIES AND/OR A DESIGN MOGFCARON IS REQUIRED, THE DEVELOPER SHALL COORDINATE "M ME ENGINEER TO MODIFY ME DESIGN. DESIGN MWIFlCARDN(5) MUST BE APPROWD BY THE LOCAL ENTITY PRIM TO BEGINNING CONSTRUCTOR a THAT THE IO. HC DEVELOPER SNPLL, COORDINATE AND FA COOPERATE "M ME LOCAL ENTITY, AND ALL ICEItT COMPANIES INVOLVED, t0 S O C WORN IS ACCOMPLISHED IN ADVANCE, IN A RMELT FASHION AND WITH n MINIMUM DISRUPTION TI SERVICE. E WELL AS STALL. BE RESPONSIBLE FOR CONTACTING. IN ADVANCE. ALL PARTIES AFFECTED BY ANY DISFUPtION OF ANY UTILITY SERVICE AS WELL AS ME UTILITY COMPANIES. 11 NO WORK MAT COMMENCE "THIN ANY PUBLIC STORM WATER. SANITARY SEWER OR POTABLE WATER SYSTEM UNTIL THE DEWLOREP NOTIFIES ME UTILITY PROVIDER, NOTIFICATION SMALL BE A MINIMUM CF 2 WORKING SAYS PRIOR TO COMMENCEMENT OF ANY WORK. AT THE DISCRETION OF THE WATER UTILITY PROVIDER, A PRE-CONSMCN MUCREETING MAY BE REQUIRED PRIOR TO COMMENCEMENT OF ANY WORK. 12. HE DEVELOPER SHALL SEQUENCE INSTALLATION BF UTILITIES IN SUCH A MANNER AS TO MINIMIZE POTENTIAL UTIUn CONFLICTS IN GENERAL, STORM SEWER AND SANITARY SPACE SHOULD BE CONSTRUCTED PRIM TO INSTALLATION OF HE WATER LINES AND DRY UTILITIES 13 THE MINIMUM COVER OVER WATER UNES IS 4.5 FRET AND ME MAXIMUM DOWN 15 55 FEET UNLESS OTHERWISE NOTED IN ME PLANS AND APPROVED BY ME WATER UTIUTT. 11. A STATE CONSTRUCTION DEWATERING WASTEWATER DSCHARGE PERMIT 15 REWIRED IF OEWATERING IS REWIRED IN ORDER TO INSTALL UTILITIESUP WATER IS DISCHARGED INTO A STORM CENTS. CHANNEL IRRIGATION DITCH OR ANY WAFERS OF MC UNITED STATES 15. THE DEVELOPER SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF HC COLORADO PERMIT FOR STORM WATER DISCHARGE (CONTACI COLORADO DEPARTMENT OF HEALTH. WATER WAUTY CONTROL MASON, (303) 6W-3590), ME STORM WATER MANAGEMENT PLAN, AND THE EROSION CONTROL PLAN. 16, THE LOCAL ENTITY CHIMP NOT BE RESPONSIBLE FOR THE MAINTENANCE OF STORM DRAINAGE FACILITIES LOCATED ON PRIVATE PROPERTY, MAINTENANCC OF WSITE DRAINAGE TROLLIES SHALL BE THE RESPONSIBILITY Or ME PROPERTY OMER(S). IT. PRIOR TO FINAL INSPECTION AND ACCEPTANCE BY ME LOCAL ENTITY, CERTIFICATION OF THE DRAINAGE FACILITIES. BY A REGISTERED ENGINEER, MUST BE SUBMITTED 10 AND APPROVED BY HE SIORMWATER UTILITY DEPARTMENT. CERRFICATOM SHALL BE SUBMITTED TO THE STORMWATE UTILITY DEPARTMENT AT LEAST TWO WEEKS PRIOR TO THE RELEASE BE A CERTIFICATE OF OCCUPANCY FOR OHM FAMILY UNITS, FOR COMMERCIAL PROPERTIES, CERTIFICATION SHALL BE SUBMITTED TO ME STORMINTER UTIUTY DEPARTMENT At LEAST TWO WEEKS PRIOR TO THE RELEASE OF ANY BUILDING PERMITS IN EXCESS BE THOSE ALLOWED PRIOR TO CERTIFICAIW PER ME DEVELOPMENT AGREEMENT. 1B. THE LOCAL ENTITY BULL NOT BE RESPONSIBLE FOR ANY DAMAGES OR INJURIES SUSTAINED IN THIS DEVELOPMENT As A RESULT CF GROUNDWATER SEEPAGE, WHETHER RESULTING MOM ONWNOWWRP PUMPING. STRUCTURAL DAMAGE M OTHER DAMAGE UNLESS SUCH DAMAGE OR INJURIES ARE SUSTAINED AS A RESULT OF THE LEGAL ENHT FNLURE TO PROPERLY MAINTAIN ITS WATER. WASTEWATER, AND/OP STORM DRAINAGE FACILITIES IN THE DEVELOPMENT. I9. ALL RECOMMENDATIONS OF THE 'DRAINAGE REPORT: CRUDE CENTER THIRD BUNG' AND EROSION CONTROL REPORT: CHOICE CENTER THIRD F ASSOCIATES A FOLLOWED AND IMPLEMENTED. IN PR PAR MLET-HORN END SSOG TES $H LL BE M FILING' G E ED BY KI 20. TEMPORARY EROSION CONTROL DUPING CONSTRUCTION SHALL BE PROVARD AS SHOWN W THE EROSION CONTROL PLAN. ALL PROVEN CONTROL MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE DEVELOPER, UNTIL SUCH TIME AS MC ENTIRE DISTURBED AREAS IS STABILIZED MEN HARD SURFACE OR LANDSCAPING. M C EASELS PUBLIC SWEET 21. HE DEVELOPER SHALL BE RESPONSIBLE FOR INSURING THAT NO MUD 0R DEBRIS SHALL BE HACKED ONTO iN SYSTEM MUD AND DEBRIS MUST BEOFF ASREMOVEDAPPROVED "THIN 24 HOURS E TI APPROPRIATE MECHANICAL METHOD (I. E. MACHINE BROW SWEEP LIGHT BUTT FROMT-END LOADER ETC OR AS APPROVED BY HE LOCAL ENTITY STREET INSPECTOR. AY PERMIT OR DEVELOPMENT PUBLIC R1 Hi- -WAY UNTIL A PLIGHT -OF W E R MAY COMMENCE WHIN ANY INPflOWD OR UNIMPROVED UBLC G OF 22 NO WORK M CO E CE CONSTRUCTIONPERMIT PERMIT IS OBTAINED IF APPLICABLE. OF p APP p AGENCIES PRIOR TO COMMENCEMENTOC A N PRY PERMITS FOR ALL LIC BlE 2}. HE DEVELOPER SHALL BE RESPONSIBLE FOE OBTaN1NG ALL NECESSARY E CONSTRUCTION CONTROL I DEWLOR (ORT C NOTIFY HE LOCAL ENHT ENGINEERING INSPECTO (FLAT COLINS - BE ANDS) A T ME WLL ENHT CONTTR TIONN INSPECTOR (FORT PUBLIC IMP - 221-6)M) At LEAST 2 PREFIX EN OATS PRIOR5NTO THE START A TE ANY EARTH NCHRBING S ACTIVITY, N CONSTRUCTION HAS EE ANY ANDMIRE ALL PUBLIC TOPED MAY CO IF THE LOCAL ENHT ENGINEER I$ ABSENCE, AVOWABLE ALTER PROPLOCAL E NOIRE ER CONSTRUCTION RIGHT ACTIVITY HAS T M PROVIDED, THE IF SUBSET SEAT TESTING RE WORK IN HE IMPROPER INSTALLATION ABSENCE HOWEVER. ME LOCAL ENTITY RESERVES HE fllEi NOT TO ACCEPT ME IMPROVEMENT IF SIIBYWEi TESTING RWLS AN IMPROPER INSIALLARW. 24. THE DEVELOPER SHALL BE RESPWSIBIE FOR OBTAINING SOILS TESTS "THIN ME PUBUC RIGHT-M-WAY AFTER RIGHT OF WAY GRADING AND ALL UTILITY FRENCH WORK IS COMPLETE AND WICK TO MC PLACEMENT OF WED. DUTIES SIDEWALK AND PAVEMENT. IF ME FINL SOLS/PAVEMENT DESIGN REPORT DOES NOT CORRESPOND "M THE RESULTS OF ME MORAL GEOTECHNICAL REPORT, ME DEVELOPER SHALL BE RESPONSIBLE FOR A RE -DESIGN OF ME SUBJECT PAVEMENT SECTION M. THE OEWIOPER MAY USE ME LOCAL CINITYS DEFAULT PAVEMENI THICKNESS SECRW(S). REGARDLESS OF HE OPTION USED, ALL FINAL SOILS/PAWMENT DESIGN REPORTS SHALL BE PREPARED BY A LICENSED PROFESSIONAL ENGINEER, THE FINAL REPEL SHALL BE SUBMITTED TO HE INSPECTOR A MINIMUM Or 10 WORKING DAYS PRIOR TO PLACEMENT OF BASE AND ASPHALT, PLACEMENT OF CURB, CUTTER. SIDEWALK, BASE AND ASPHALT SHALL NOT OCCUR UNTIL ME LOCAL ENTITY ENGINEER APPROVES HC FINAL REPORT, 25 1HE CONTRACTOR SHALL HIRE A LICENSED ENGNEER OR LAND SURVEYOR TO SURVEY ME CONSTRUCTED ELEVATIONS OF THE STREET SUBGRADE AND THE GUTTER FLOWINE AT ALL INTERSECTIONS, INLETS, AND OTHER LOCATIONS REQUESTED BY THE LOCAL EMPTY INSPECTOR. THE ENGINEER U4 SURVEYOR MUST CERTIFY IN n LETTER TO THE LOCAL ENTITY THAT THESE ELEVATIONS CONFORM 10 THE APPROVED PLANS AND SPECIFICAIONS. ANY DEMAICNS SHALL BE VOTED IN ME LETTER AND THEN RESOLVED WIN THE LOCAL ENTITY BEFORE INSTALLATION Or BASE COURSE OR ASPHALT WILL BE ALLOWED ON THE SHEETS. M. ALL UTILITY INSTALLATIONS WIMP OR ACROSS THE ROADBED OF NEW RESDENRAL ROADS MUST BE COMPLETED PRIOR TO THE FINAL STAGES OF ROAD CWSMUCTW. FOR THE PURPOSES OF THESE STANDARDS. ANY WORK EXCEPT C/G ABOVE THE SUMRADE IS CONVO RED FINAL STAGE WEAK. ALL SERVICE LINES MUST BE STUBBED TO THE PROPERTY LINES AND MARKED SO AS i0 REDUCE ME EXCAVATION NECESSARY FOR BUILDING CONNECTIONS. 27. PATERS OF LARIMER COUNTY ARE ALUMN OVERLAY DISTRICTS THE LARIMER COUNTY RMOPLAIN RESOLUTION SHOULD BE REFERRED TO FOR ABORIGINAL CRITERIA FOR ROADS WHIN THESE DISTRICTS. 26. ALL ROAD CONSTRUCTOR IN AREAS DESIGNATED AS WLO FIRE HAZARD AREAS SHALL BE DOME IN ACCORDANCE ARM THE CONSTRUCTION CRITERIA AS CSTMUSHEU IN ME RAW FIRE HAZARD AREA MITIGATION FEWLAYIWS IN FACE AT THE TIME BE FINAL PUT APPROVAL, 29. PRIOR 10 ME COMMENCEMENT OF ANY CONSTRUCTOR THE CONTRACTOR SHALL CONTACT ME LOCAL ENTITY TWEETER TO SCHEDULE A SITE INSPECTION FOR ANY ME[ REMOVAL REQUIRING A PERMIT. 30. THE DEVELOPER SHALL BE RESPONSIBLE FA ALL ASPECTS OF SAFETY INCLUDING. BUT NOT LIMITED TO, EXCAVATION, HRECHNG, SHORING, TRAFFIC CONTROL AND SECURITY. REFER TO OSHA PUBLICATION 2226 EXCAVATING AND TRENCHING. 31. 1HE DEVELOPER SHALL SUBMIT A CONSTRUCTION TRAFFIC CONTROL PLAN, IN ACCORDANCE NTH WINDS, 10 111E APPROPRIATE RIGHT -OH -WAY AUTHORITY, (LOCAL ENTITY, COUNTY A STATE), FOR APPROVAL. PRIOR 10 ANY CONSTRUCTION ACIIMTICS WTHIN, OR AFFECTING. THE RIGHT-OF-WAY. THE DEVELOPER SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CON SOL DEVICES AS MAY BE REQUIRED BY THE CONSTRUCTION ACTIMIES 32, PMOR i0 ME COMMENCEMENT BE ANY CONSTRUCTOR THAT PILL AFFECT TRUMP, SIGNS OF ANY TYPE, THE CONTRACTOR SHALL CONTACT LOCAL ENTITY TRAFFIC OPERATIONS DEPARTMENT. WHO WILL TEMPORARILY BELOW OR RELOCATE ME SE Al NO COST TO ME CONTRACTOR: HOWEVER, IF THE CONTRACTOR MOWS ME TRAFFIC SGJ MEN ME CAMACTOF "LL BE CHANGED FOR ME LAMA. MATERIALS AND EWIPUENI 10 REINSTALL ME SE AS NEEDED. 33 THE DEVELOPER IS RESPONSIBLE FOR ALL COSTS FA THE INITIAL INSTALLATION OF TRAFFIC SIDING AID STRIPING FOR THE DEVELOPMENT RELATED 10 HE DEWLOCMCNYS LEGAL SWEET OPERATIONS. IN ADDITION. THE DEVELOPER IS RESPONSIBLE FA ALL COSTS rA TRAFFIC SIGNING AND STEPPING RELATED 1O DIRECTING TRAFFIC ACCESS TO AND FROM THE DEVELOPMENT. 34. MERE SNAIL BE NO SIZE CWSMUCTIW ACTIVITIES W SATURAYS. OILESS SPECIFICALLY APPROVED By THE LOCAL ENTITY ENGINEER. AND NO SIR CASMUCIIA ACIMTIES CN SUNDATS A MORAYS. UNLESS THERE 15 PRIM WIITTEN APPROVAL BY HE LOCAL ENTITY, 35 THE DEVELOPER IS RESPONSIBLE FOR PRONGING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETA Or THE INTENDED IMPROVEMENTS, SHOM ON THESE DRAWINGS, OR DESIGNATED TO BE PROVIDED, INSTALLED A CWSMUCTEQ. UNLESS SPECIFICALLY VOTED OTHER"SE. 36. DIMENSIONS TOR LAYOUT AND CONSTRUCTION ARE N01 10 BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT IIIE DESIGNER FOR CLARIFICATION, AND ANNQRAR ME DIMENSION ON THE AS -BUILT RECORD DRAWINGS. 37. HE DEVELOPER SHALL HAVE ONSITE AT ALL TIMES, ONE (1) SIGNEO COPY Or THE APPROVED PLANS. ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS. AND A COPY OF ANY PCNMI IS AND EXTENSION AGREEMENTS NEEDED FOR THE JJB. 30 IF. WRING THE CONSIRUCION PROCESS, CONDITIONS ARE ENCOUNTERED WHICH COULD INDICATE A SITUATIONTHAT IS NDT IDENTIFIED INTHE PLANS OR SPECFICATONS, THE DEVELCPEP SHALL CONTACT TINE RGUIER AND ME LOCAL ENTITY ENGINEER IMMEDIATELY. 39. HE DEWLAER SHALL BE R VONSWIF FOR RECORDING AS-BULLI INFORUATIW ON A GET M RECORD DRAWINGS KEPT ON THE WNSTRUCTIA SITE. AND AVAILABLE TO MC LOCAL ENIIYS INSPFCTA AT ALL TIMES. UPON COMPLETION OF THE WORK, THE CONTRACTW(S) SMALL SUBMIT RECORD ORAMRGS TO ME LOCAL. ENMY ENGNEER, 40. THE DESIGNER SHALL PROVIDE. IN THIS LOCATION ON THE PLAN, HE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY BENCHMARKS (2) FOR HE PROJECT AS WELL AS THE BASS OF BEARINGS. HE INFORMATION SHALL BE AS FOLLOWS: PROJECT DATUM: NATION BENCHMARK i5002 AT THE JUNCTION OF WEST PROSPECT STREET AND HE COLORADO AND SOUTHERN RAILROAD. 279S FEET NORM OF HE CENTERLINE UP ME WEST BOUND LANES OF HE STREET. TOLD FEET NURH BE HE GENDER OF A PRIVATE BMW. 325 FEET WEST BE THE NEAR RAIL. AND 13 FEET SWH OF A UTILITY POLE. ELEVATOR: 4.997,54 BENCHMARK IA105 AT EMBRACE A, AND IT COLLEGE. 43 FEET NORTH BE ME SOUTHEAST RUBBER OF ME FIELD NWT. 19 MET SOUTH OF THE CENTER OF ME EAST ENTRANCE, 3 FEET ABOVE ME 9MWLK. SET VERTICALLY IN THE EAST WALL OF ME MELD HOUSE. ELEVATION = 4989.42 PLEASE NOTE: MIS PLAN SET IS USING NAWBB FOR A VERTICAL DATUM, SURROUNDING DEVELOPMENTS HAVE USED NG`A29 UNADJUSTED FOR THEIR VERTICAL DATUMS IF NGVD29 UNADJUSTED DATUM IS MODEST) FOR ANY PURPOSE ME FOLOWNG EQUATION SHOULD BE USED. NGV929 UNADJUSTED - NAVDIR - 317'. 11. ALL STATIONING IS BASED ON FLOWINE OF ROADWAYS UNLESS ONETIME NOTED. a2. DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTOR, AS WELL AS EXISTING FENCES, TREES. STREETS, SIDEWALKS. CURBS AND GUTTERS, LANDSCAPING. STRUCTURES. AND IMPROVEMENTS DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT. SHALL BE REPLACED OR RESTORED IN LIKE KIND AT THE DEVELOPER'S EXPENSE. UNLESS OTHCRWSE INDICATED W THESE PLANS, PRIOR TO ME ACCEPTANCE M COMPLETED IMPROVEMENTS AND/OR MAY DO ME ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 43. WREN AN EXISTING ASPHALT STREET MUST BE CUT, ME STREET MUST BE RESTORED DO A CONOTMI EWL TO OR BETTER THAN ITS ORIGINAL MORE MAN ONE CUT IS MADE, AN OVERLAY OF ME ENTIRE SHEET WIDTH, INCLUDING 'HE PATCHED AREA, MAY BE REWIRED HE DETERMINATION M NEED FOR A COMPLETE OVERLAY SHALL BE MADE BY ME LOCAL EMPTY ENGINEER AND/M ME LOCAL ENMY INSPECTOR AT THE TIME THE CUTS ARE MADE. Aa. UPON COMPLETION OF CONSTRUCTION. MC SITE SHALL BE CLEANED AND RESTORED i0 A CONDITION EQUAL TO. OR BETTER THAN, THAT WHICH EXISTED BEFORE CONSTRUCTOR, CR TO ME GRADES AND CONDITION AS REWIRED BY THESE PLANS. 45. STANDARD HANDICAP RAMPS ARE TO BE CONSTRUCTED AT ALL CURB RETURNS ANU AT ALL '1' INTERSECTIONS 0 AFTER ACCEPTANCE By ME LOCAL ENTITY, PUBUC IMPROWMETS DEPICTED IN THESE PLANS SHALL BE GUARANTEED 10 BE FREE FROM MATERIAL AND WORKMANSHIP DEFECTS FOR A MINIMUM PERIW OF TWO YEARS FROM ME DATE OF ACCEPTANCE. 47. THE LOCAL ENTITY SHALL HOT BE RESPONSIBLE FOR THE MAINTENANCE Or ROADWAY AND APPURTENANT IMPROVEMENTS, INCLUDING STORM DRAINAGE STRUCTURES AND PIPES, FOR THE FOLLOWING PRIVATE STREETS'. N/A 48. APPROVED VARIANCES ARE LISTED AS FOLLOWS: VARIANCE FROM 28 FT DRIVE WIDTH TO 24 FT • VARIANCE FROM 10 R URUTY YPARARON W WARR AND SANITARY LINES VARIANCE FOR 10' WOE UTILITY EASEMENT ALONG S. COLLEGE AVE. RIGHT OF WAY • MODIFICATION REQUEST FOR INCREASED WWPANCY FOR A 5-MORCCM UNIT A. STANDARD GRADING AND EROSION AND SEDIMENT CONTROL CONSTRUCTION PLAN MOMS I. ME EROSION CONTFM INSPECTOR MUST BE PENTIUM AT LEAST TWENTY-FWR (24) NWRS PRICK TO ANY CONSMUCRW ON THIS BE 2, THERE SHALL BE NO EAPM-DISTURBING ACTIVITY OUTSIDE THE UNITS DESIGNATED W ME ACCEPTED PLANS 3. ALL REWIRED PERIMETER SLl AND CONSTRUCTION FENCING SHALL BE INSTALLED MISS TO ANY LAND OISTLI ACTIVTT (STOCKPILING.. STRIPPING. GRADING ETC). ALL OTHER REWIRED EROSION CONTROL MEASURES SHALL BE INSTALLED AT ME APPROPRIATE TIME IN THE CONSTRUCTION SEQUENCE AS INDICATED IN ME APPROVED PROJECT SCHEDULE. CONSTRUCTION PLANS, AND EROSION CONTROL REPORT. N, AT ALL TIMES DURING CONSTRUCTION , THE DEVELOPER SHALL BE RESPONSIBLE FOR PREVENTING AND CONTROLLING ON-STE EROSION INCLUDING KEEPING THE PROPERTY SUFFICIENTLY WATERED 50 AS TO MINIMIZE PINE BLOWN SEDIMENT. HE DEVELOPER SHALL ALSO BE RESPONSIBLE FEW INSTALLING AND MAINTAINING ALL EROSION CONTROL FACIUNES SHOWN HEREIN. 5. PRE -DISTURBANCE VEGETATION SMALL BE PROTECTED AND RETAINED WHEREVER POS98LE, REMOVAL ON DISTURBANCE OF EXISTING VEGETATION SHALL BE LIMITED TO ME AREA($) REWIRED TOM IMMEDIATE CONSTRUCTION OPERATIONS. AND FOR HE SHORTEST MAGICAL PERIW OF TIME, B. ALL SOLS EXPOSED DURING LAND DISTURBING ACTIVITY (SHIPPING. GRAMS. UTILITY INSTALLATIONS, S10CKPIUNG, FOUND. ETC.) SMALL BE KEPI IN A ROUGHENED CWDITIW BY RIPPING CR STRONG ALONG LANE CONTOURS UNDL MULCH. VEGETATION. OR OMER PERMANENT EROSION CONTROL CUPS ARE INSTALLED. NO SO-5 IN AREAS OUTSIDE PROJECT STREET FRQHM-OF-WAY SHALL REMAIN EXPOSED BY LAND DISTURBING ACDMTY CUP MORE THAN NITRIFY (30) DAYS EMPIRE REWIRED TEMPORARY OR PERMANENT EROSION CONTROL (E G SEEDMULM. LANDSCAPING, ETC.) IS INSTALLED. UNLESS OTHERWISE APPROVED BY THE LOCAL ENTITY. 2. IN ORDER TO MINIMIZE EROSION POTENTIAL, ALL TEMPORARY (STRUCTURAL) EROSION CONTROL MEASURES SHALL A. BE INSPECTED AT A MINIMUM OF ONCE EVERY TWO (2) WEEKS AMID AFTER EACH 9GNIFICANI STORM EVENT AND REPAIRED OR RECONSTRUCTED AS NECESSARY IN ORDER TO ENSURE THE CONTINUED PERFORMANCE OF HEIR INTENDED FUNCTION. B. REMAIN IN PLACE UNTIL SUCH TIME AS ALL HE SURROUNDING DISHREO AREAS ARE SUFFICIENTLY STABILIZED AS DETERMINED BY THE EROSION CONTROL INSPECTOR. I A DETERMINED BY THEN EROSgJ CWTRCL INSPECTOR. REMOVED AFTER HE SITE HAS BEEN SUFFICIENTLY STABILIZED s BETE C. BE AN UP AND REMOVAL CF RESPONSIBLE FOR HE CLEAN REMOVED, THEN DEVELOPER SMALL BE NM MEASURES ARE E OWO, EROSION CONTROL B SEMEN TEMPORARY ALL SEDIMENT AND DEBRIS FROM ALL DRAINAGE INFRASTRUCTURE AI1D OTHER PUBLIC FACILITIES. 9, THE CONTRACTOR SHALL CLEAN UP XNY INADVERTENT DEPOSITED MATERIAL IMMEDIATELY AND MAKE SURE SWEETS ARE FREE OF ALL MATERIALS BY THE END OF EACH WORKING DAY, 10, ALL RETAINED MANIKINS. PARTICULARLY HOSE ON PnWO ROADWAY SURFACES. SHALL BE REMOVED AND DISPOSED OF IN A MANNER AND LOCATION SO AS NOT TO CAUSE THEIR RELEASE INTO ANY WATERS CF THE UNITED STARS IF. NO SUL STOCKPILE SMALL EXCEED TOM (10) FEET IN HEIGHT. ALL SCAL STOCKPILES SMALL BE PROTECICD FROM SEDIMENT HANSPORI BY SURFACE fAJK NG, WATERING, AND PERIMETER SILT FENCING. ANY SOL STOCKPILE REMAINING AFTER THIRTY (30) DAYS SHALL BE SEEDED AND MULCHED. 12. THE STDRMWATER VOLUME CAPACITY OF DETENTION PONDS PILL BE RESIGNED AND STORM SEWER LINES FALL BE CLEANED UPON COMPLETION O ME PROJECT AND BEFORE TURNING THE MAINTENANCE OVER TO THE LOCAL ENTITY OR HOMEOWNERS ASSOCIATION MOH). 13. CITY ORDINANCE AND COLORADO DISCHARGE PERMIT SYSTEM (COPS) REQUIREMENTS MAKE 17 UNLAWFUL 10 DISCHARGE OR ALLOW HC DISCHARGE OF ANY POLLUTANT OR CONTAMINATED WATER FROM CONSTRUCTION SITES, POLLUTANTS INCLUDE. BUT ARE NOT LIMITED TO DISCARDED BUILDING MATERIALS, CONCRETE TRUCK WASHOUT. CHEMICALS, OIL AND GAS PRODUCTS. LITTEP, AND SANITARY WASTE 111E DEVELOPER SHALL AT ALL TIMES TAKE WHATEVER MEASURES ARE NECESSARY 10 ASSURE THE PROPER CONTAINMENT AND DISPOSAL OF POLLUTANTS W ME SIDE IN ACCORDANCE WIN ANY AND ALL APPLICABLE LOCAL. STATE, AND FEDERAL REGULATIONS. IN. A DESIGNATED MEA SHALL BE PROVIDED W SITE FOR CONCRETE MUCK CHUTE WASHOUT ME AREA SHALL BE CONSTRUCTED SO AS TO CONTAIN WASHOUT MATERIAL AND LOCATED AT LEAST FIFTY (50) FEET AWAY FROM ANY WATERWAY DURING CONSTRUCTOR UPON COMPLETION OF CONSTRUCTION ACIIMDES THE CONCRETE WASHOUT FORMAL WILL BE REMOVED AND PROPERLY DISPOSED OF PRION TO THE AREA BEING RESTORES, 15. 10 ENSURE HAT SEDIMENT DOES NOT MOW OFF OF INDIVIDUAL LOTS WE OR MORE OF ME FOLLOWING YOIMET/EROSION CONTROL BMPS SHALL BE INSTALLED AND MAINTAINED UNTIL THE LOTS ARE SUFFICIENTLY SIABIUZED, AS DETERMINED BY ME ER09W CpNHO INSPECTS, (WHIN LOWLAND GNP AND CITY LIMITS ONLY) A. BELOW ALL GUTTER DOWNSPOUTS. B. OUT TO DRAINAGE SWALES. C, ALONG LOT PERIMETER, D. OTHER LOCATIONS. IF NEEDED, 16 CONDITIONS IN THE FIELD MAY WARRANT EROSION CONTROL MEASURES IN ADDITION TO WHAT IS SHOWN ON HOSE PUNS, HE DEVELOPER SHALL IMPLEMENT WHATEVER MEASURES ARE DETERMINED NECESSARY. AS DIRECTED BY HE CITY/COUNTY. 17. A WHOLE TRACKING CONTROL PAD SHALL BE INSTALLED WHEN NEEDED FA CONSTRUCTION EQUIPMENT, INCLUDING BUT NOT LIMITED TO PERSONAL WHIMS FXIMC EXISTING ROADWAYS. NO EARTHEN MATERIALS, LC STONE. DIRT, ETC. SHALL BE RACED IN THE CURB L GUTTER OR ROADWAY AS A RAMP TO ACCESS TEMPORARY STOCKPILES, STAGING AREAS, CONSTRUCTION MATERIALS, CONCRETE WASHOUT AREAS, AND/OR BUILDING VMS. IB STORMWATER RUNOFF TO BE CREATED PMUAMLY MA SILT FENCE ANC MILE SCHIM DEVICES, B. STREET IMPROVEMENTS NOTES I. ALL STREET COISIRVCTIW IS GLADDEST TO THE BENCRAL NOTES W HE GOWR SHEET CF THESE PLANS AS WELL AS THE SWEET IMPROVEMENTS MOMS LISTED HERE. 2. A PAVING SECTION DESIGN, OGRES AND STAMPED BY A COLORADO LICENSED ENGINEER, MUST BE SUBMITTED TO THE LOCAL ENTITY ENGINEER FOR APPROVAL, PRIOR TO ANY STREET CONSTRUCTION ACTIVITY, (FULL CCPM ASPHALT SECTIONS ARE NOT PERMITTED AT A DEPTH GREATER THAN B INCHES OF ASPHALT) THE JOB MIX SHALL BE SUBMITTED FOP APROMAL PRIOR TO PLACEMENI OF ANY ASPHALT, 3 WHERE PROPOSED PAVING ADJOINS EXISTING ASPHALT. ME EXISTING ASPHALT SHALL BE SAW CUT. A MINIMUM DISTANCE A 12 INCHES FROM HE EXISTING EDGE, 10 CREATE A CLEAN CONSMUCNIN ARE THE DEVELOPER `LNot ALLOWEDTO REMOVE EXISING PAW:WNT TO A DISTANCE WERE A CLEAN CONSIRWUCIANT CAN BE MAUL WHEEL CUTS A STREET UNDL HENS SHALL BE SUBGRADE SEARIFTED INHE TM 12 SPECTM AND HAPPROVED BY ES A14D OTHE ALOCAL ENCNED MY ENGINEERBE . TO SUSHASE IISTALLATION. NO BAY MATERIAL SHALL 5 FL COLLINS BON ADJUSTING VALRINGS BOXES AND MANHOLES ARE TO BE DROUGHT UP TO GRADE AT THE TIME Y E Or PAViMENI PLACEMENT OR OVERLAY, LO 6. SEMEN AN EXISTING ASPHALT STREET MUST BE CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL TO OR BETTER MAN ITS ORIGINAL CONDITION. HE EXISTING STREET CONDITION SHALL BE DOCUMENTED BY THE INSPECTOR BEFORE ANY CUR ARE MADE. CUTTING AND PATCHING ME SHALL BE DONE IN CONFORMANCE WINCHAPTER 25. RECONSTRUCTION AND REPAIR. THE FINISHED PALCN SHALL BLEND SMOOTHLY INTO A EXISTING SMALL TMINAMPONT OF NEED FOR A COMPLETE L BE COOtDINAIEDNHDO DINCCELANDOWNERS SUCH AT FORM PROJECTS NOT AY SHALL SO AIDE 01 ECUT ME LOCA NEW WORKNEW ASPHALT OWDRIATNTHY FROMVENU:B, ], ALL TRAFFIC CONTROL, O"CES SHALL BE IN CONFORMANCE WIN HEY PLANS p. AS OTHERWISE SPEOF20 IN MU.TC.D. (INCLUDING COLORADO SUPPLEMENT) AMID AS PER ME RIGHT-CF-WAY WORK PERMIT TRAFFIC CRUNIRD, RAN. LOW MST IN PRESENCE OF THE LL ENNTI fl THE NSTLLATIWEOS SP�TF WTTERS THAT NOLD TMOVE MAN TER AMR FM NCH DEEP ORE5 EST LPNONDINALOLEY,A INSPECTOR OF WATER. SHALLBE COMPLETELY REMOVED AND RECONSTRUCTED TO DEAN PROPERLY. 9. PRIOR i0 PLACEMENT BY H.E.P. OR CONCRETE WTHIN THE STREET AND AFTER MOrSTOM/DENSM TESTS NAME BEEN TAKEN ON THE SUBGRADE MATERIAL (WHEN A FULL DEPTH SECTOR IS PROPOSED) OR ON ME SUBGRADE AND BASE MATERIAL (WHEN A COMPOSITE SECTION IS PROPOSED), A MECHANICAL 'PROW ROLL' WLL BE REQUIRED. THE ENTIRE SUBGRADE ANC/OR BASE MATERIAL SHALL BE ROLLED WIN A HEAVILY LOADED VEHICLE HAVING A TOTAL GVW OF NOT LESS MAN 50WD LBS. AND A SINGLE AXLE 'HEIGHT O" Al LEAS L 18,W0 LBS. VA IN PNEUMATIC TEES INFLATED TO NOT LESS HAT 90 A 5.10. "PROOF TELL' VEHICLES SHALL NOT TRAVEL AT SPEEDS GREATER THAN 3 M o N. ANY PORTION OF HE SUBGRADE OR BASE MATERIAL WHICH EXHIBITS EXCESSIVE PUMPING M DEFORMATION. AS DETERMINED BY THE LOCAL ENTITY ENGINEER. SHALL BE REWORKED. REPLACED CR OTHERWSE MODIFIED TO FORM A SMOOTH, NON -MELDING SURFACE. THE LOCAL ENTITY ENGINEER SHALL BE NOTIFIED AT LEAS' 2a HOURS PRIOR 10 THE 'PROOF ROL' ALL 'MUM FMLS' SHALL BE PREFORMED IN ME PRESENCE 01 AN INSPECTOR, C. TRAFFIC BONING AND PAVEMENT MARKING CONSTRUCTION NOBS 1. ALL SIGNAGE AND MARKING IS SUBJECT i0 I E GENERAL NOTES ON ME COVER SHEET CF THESE PLANS. AS WELL AS ME TRAFFIC SIGNING AND MARKING CCNSMUCRp! MOMS USTfD HERE. 2. ALL SYMBOLS, INCLUDING ARROWS, WLYS, CROSSWALKS, STOP BARS, ETC. STALL BE PRE -FORMED THERMO-PLASTIC. 3. ALL SIGNAGE SHALL BE PER LOCAL ENMY STANDARDS AND THESE PLANS OR AS OMERWY SPECIFIED IN 4UMD. A. ALL LANE LINES FOR ASPHALT PAWKENT SHALL RECEIVE TWO COA15 OF LATEX PANT MIT GLASS SCADS. 5, ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPDXY PAINT RARY TABS R TAPE G PRIOR TO OF rIOM OF TRAFFIC STIRRING THE SAME PRIM PLACEMENT SXVMB BLS. THE E APPROVED01DEVELOPER ME LOCAL ENTITYEENGINEER PRIOR TO PEMDTING NENT INSTALLATION OF STRIPING AND SYMBOLS. ), PRE -FORMED THEFMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/M THESE STANDARDS. 8. EPDXY APPLICATIONS SHALL BE APPUED AS SPECIFIED N EDGE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 9, ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING Dfl MAPYRIGS. 10, ALL SW POSISSHALL URUZE BREAK -AWAY ASSEMBLIES AND FASTENERS PER ME STANDARDS. II A FIELD INSPECTION BENCHED DURING T� FIEGELD INSNPAND ECTOR MUSTINSTALLATION BECO NECTED BEFALL VMSORE THESHALL B2 -YEAR WARRANT' ERFORMED HPERIODLOCAL WLLNITY BEONNONEER. ALL DISCREPANCIES 12. ME DEVELOPER INSTALLING SIGNS SHALL BE RESPOIRBLC FOR LOCATING AND PROTECTING ALL UNDERGROUND U LIMES, 13. SPECIAL CARE SHALL BE TAKEN IN SIBN LOCATION i0 ENSURE AN UNOBSTRUCTED MEW OF EACH SIGN 10. SGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REMEW. PRIOR TO INITIATION 01 ME WARRANTY PERIM. ME LOCAL EIJITY ENGINEER RESERVES ME FIGHT 10 REWIRE ADDITIONAL SIGNAGE AND/OR STRING IF ME LOCAL ENTITY ENGINEER DETERMINES HAI AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO HC MUTCO OR THE CDOr M AND S STANDARDS. ALL SGNACE AND SNIPING SHµL FALL UNDER ME REQUIREMENTS OF MC 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR KAI OR TRACER MARKINGS). 15. SLEEVES FOR SON POSTS SHALL BE REWIRED FOR USE N ISLANDS/4ECLAN5. PETER 10 CHAPTER IN, TRADES CUI OEMCES. FOR MARGINAL DETAIL, 4 DRAINAGE MOMS D I DRAINAGE FACILITIES LO CATED ON PRIVATE F H MAINTENANCE OF STORM DR T M[ STY CF FORT CCLUN$ SMALL HOT BE RESPONSIBLE M E PROPERTY. MAINTENANCE O ONSIrE DRAINAGE FACILITIES SHALL BE HE RESPW4BILIlY O' ME PROPERTY OWICR(S). 2ALL RECOMM ENDATIONS OF LH E 'ORPINAGE REPORT CHOICE CE CENTER HIRD TLIN c CONTROL REORI; CXgCE CEN TER THIRDFI ' PREPARED BY FIRLEI-HONAND ASSOCIATES INC SHALL BE FOLLOWED AND IMPLEMENTED AND IC 3 PR10R TO ENGNEER, FINAL BYPSUBMITiTTED OO ANDACCEPTANCE APPROVED 01 HE STORNWWATER UTILITYEDEPFARTMENTUCERIICATIONDRAINAGE SHALL BE SUBMITTEDREGISTERED THE F SINGLE FAMILY UNITS. IF AL F OCCUPANCY OP RELEASE O n TEMPERATE E 0 t WEEKS PRIOR i0 HE ELE v DEPARTMENT AT LEAS' iW0 VILE T flMWprEfl UTILITY DE SO p ITT PgRHEIJi AT LEAS T TWO 'AFECT RIOT i0 iN TO+MWATER UTILITY DE A v uBMHTEp i0 E 5 PROPERTIES CERNFlCARON SHALL b 5 F COMMERCIAL, OR 0 I. FI TI N PER THEN DEVELOP MENT AGREEMENL. q PRIOR G CERTI CP 0 a w EXCESS Or HOLY ALLOWED THE RELEASE O ANY BUILDING PE MIIS E E E WATERLINE NOR I. ME MINIMUM COWS OVER WATEFR LINES IS XI FEET AND ME MAXIMUM COVER IS 5.5 MET UNLESS OTHERWISE NOTED IN ME PLANS AND APPROVED BY ME WATER UTILITY Know what's below. • CBII before you dig. CITY OF FORT COLLINS UTILITY PLAN APPROVAL CITY ENGINEER DATE BY: _______________________ _____ WATER AND WASTEWATER UTILITY DATE D BY: STORMWATER UTILITY DATE ECKED BY: --------------------- ----- PARKS AND RECREATION DATE 1 VJ W O Z J NQ LL W Z LLI 0 X w V '^ ry Z Z O LU J O LL w o O_ c O = _ o O ORIGINAL ISSUE: 12/07 201E RNA PROJECT NO. BY: - - - --- --- --rOF TRAFFIC ENGINEER DATE BY: ---------------------- ------ DATE UTILITY PLANS FOR Know what's below. • Call before you dig. ,I III iv4 T Z w PROSPECTAVE. o V SITE Z F gRKEH ST _ STUgRT ST. Lw j wSPA GCRPFK VICINITY MAP \J 1-=1000 PROJECT BENCHMARKS: PROJECT DATUM. NAVO86 BENCHMARK NS402 AT THE JUNCTION OF WEST PROSPECT STREET AND THE COLORADO AND SOUTHERN RAILROAD, 279 9 FEET NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE STREET. 107 0 FEET NORTH OF THE CENTER OF A PRIVATE DRIVE, 32 5 FEET WEST OF THE NEAR RAIL, AND 2.3 FEET SOUTH OF A UTILITY POLE. ELEVATION'. 4, 997.54 BENCHMARK OA105 AT COLORADO A AND M. COLLEGE, 43 FEET NORTH OF THE SOUTHEAST CORNER OF THE FIELD HOUSE, 19 FEET SOUTH OF THE CENTER OF THE EAST ENTRANCE, 3 FEET ABOVE THE SIDEWALK, SET VERTICALLY IN THE EAST WALL OF THE FIELD HOUSE. ELEVATION - 4989 42 PLEASE NOTE'. THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGV029 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REFUIRED FOR ANY PURPOSE THE FOLLOWING EL UATION SHOULD BE USED. NGVD29 UNADJUSTED = FAVORS - 3.1T. ORIGINAL FIELD SURVEY RICHARD B. GABRIEL POWER SURVEYING COMPANY, INC. 150 W 84TH AVE. THORNTON, CC. 80260 DATE'. 11/114016 REVISED 11I15Q016 REVISED. 12I14R016 REVISED. 011=017 REVISED 021W2017 REVISED 03/062017 SUBSURFACE EXPLORATION BY: DAVID RICHER EARTH ENGINEERING CONSULTANTS, LLC 43M GREENFIELD DRIVE WND50R, CO 00 50 DISCLAIMER STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT. THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS, FURTHERMORE. THE REVIEW DOES NOT IMPLY THAT CUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL UANTITIES RE'U UIRED. THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL LUANTITIES OF ITEMS SHOWN THAT MAYBE REJUI RED DURING THE CONSTRUCTION PHASE. CERTIFICATION STATEMENT: I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION. IN ACCORDANCE WITH ALL APPLICABLE CITY OF FORT COLLINS AND STATE OF COLORADO STANDARDS AND STATUTES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED 014 THESE PLANS. CHOICE CENTER THIRD FILING BEING A REPLAT OF LOT 2, CHOICE CENTER SUBDIVISION AND A PORTION OF LOT 3, FOX SHOPPING CENTER SUBDIVISION LOCATED WITHIN THE NORTHEAST JUARTER (NE 1/4) OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF FORT COLLINS AND COUNTY OF LARIMER, STATE OF COLORADO. JUNE 2017 CONTACT INFORMATION PROJECT TEAM: OWNER MARK GOEHAUSEN CORE FORT COLLINS LLC 2234 W. NORTH AVENUE CHICAGO, IL 50647 TEL! (773) WB5748 APPLICANT MARKGOEHAUSEN CORE FORT COLLINS LLC nu W. NORTH AVENUE CHICAGO, IL 516 7 TEL.(773) 96B5748 ARCHITECT JOE ANTUNOVICH ANTUNOVICH ASSOCIATES 224 W. HURON STREET CHICAGO, IL 601354 TEL (312) 26&1126 LANDSCAPE ARCHITECT KEITH DEMCHINSKI KIMI AND ASSOCIATES, INC 4582 SOUTH ULSTER STREET SUITE IMO DENVER, CO 80237 TEL:(331) 481.7335 SITE ENGINEER LESLEY NETTER KIMLEY.HORN AND ASSOCIATES, INC 4582 SOUTH ULSTER STREET SUITE 1$00 DENVER, CO 60237 TEL (630)487 5555 SURVEYOR RICHARD B GABRIEL POWER SURVEYING COMPANY, INC. 150 W. 847H AVE THORNTON, CO 802M TEL (303) 702-1517 TRAFFIC ENGINEER CURTIS ROWE KIMLEY-HORN AND ASSOCIATES, INC 4582 SOUTH ULSTER STREET SUITE 1500 DENVER, CO BW37 TEL. (303) 22&2304 GEOTECHNICAL ENGINEER DAVID RICHER EARTH ENGINEERING CONSULTANTS. LLC 4388 GREENFIELD DRIVE WANDSOR. CO 805W TEL (970)54S3BM UTILITY CONTACTS: GAS TERRY STENCEL XCELENERGY TEL (970) 225-7857 ELECTRIC TODD VENDER CITY OF FORT COLLINS LIGHT B POWER TEL (97S 234-6152 CABLE DON KAPPERMAN COMCAST TEL .(970)557-W25 TELECOMMUNICATIONS WILLIAM JOHNSON CENTURYLINK TEL (970) 377-6401 WATER WES LAMAR'L;US CITY OF FORT COLONS TEL (970) 416-2418 WASTEWATER WES LAMARJ UE CITY OF FORT COLLINS TEL (970) 416-2418 STORMWATER WES LAMAR, UE CITY OF FORT COLLINS TEL (970) 416,2418 SHEETINDEX 1 OF 12 COVER SHEET 2 OF 12 GENERAL NOTES 3 OF 12 DEMOLITION PLAN 4 OF 12 EROSION CONTROL PLAN 5 OF 12 EROSION CONTROL NOTES & DETAILS 6 OF 12 EXISTING DRAINAGE PLAN 7 OF 12 PROPOSED DRAINAGE PLAN 8 OF 12 GRADING PLAN 9 OF 12 UTILITY PLAN 10 OF 12 CONSTRUCTION DETAILS 11 OF 12 CONSTRUCTION DETAILS 12 OF 12 CONSTRUCTION DETAILS CITY OF FORT COLLINS UTILITY PLAN APPROVAL APPROVED: ----------------------- ----E CITY ENGINEER DATE CHECKED BY: ----------------------- ------ WATER AND WASTEWATER UTILITY DATE W m W (� n Zzm LU J u U 1L In W 0 U_m O 2 O (J CHECKED BY: ----------------- ___-- STORMWATER UTILITY DATE CHECKED BY: _ ______ ORIGINAL ISSUE: ______ PARKS AND RECREATION DATE 1207/2016 KHA PROJECT N( 168524002 CHECKED BY: ----------------------- ------ SHEET NUMBER TRAFFIC ENGINEER DATE CHECKED BY: ----------------------- ------ 1 OF 12 DATE d N r u 1 I LEGEND asc.ae EY1511Np ZP.IG 11W I 1 EXS1 G ZCMNC: WN - LOW OBSETV YI M UK NpO1BpI = rpE 1 O rww YwaYxt, .s IXf�UI LOW M lr YMEO pyypr. 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LOW .4.(Nt SQIME R[I Ixscl � T OF xc 1.11 M Rnxc Cw ' aruYx9d uu: r w N.MT OF RL C-111� 625 T J s J T I o e ELEVATION KEY JCNE m ax PuwFr Y fLEY'. N'd _ h METAL TERRACE GUARD RAIL WITH WIRE MESH INFLL FIBER CEMENT COMPOSITE WI FIBSNED IEVEHS CAST STOLE ACCENTS C RODRZ u•a MODULAR SMUG( h R T a ° Q] SOUTH ELEVATION SOME VM1I'! b STIR PENRgUSE LTEv Joo PAR eEv7ra METAL TERRACE GLMRDRALWIRI WEE MESH 1SLL J°a ARCKITECTVHl CDAPOSFTE WOOD SIDING THERMALLY BROKEN INSULATED GLUING SYSTEM. TYP — FBERCEMENT COMPOSITE IN, FEVSMm REVEALS ROORZ I'ff CAST STONE ACCENTS 40gLAR BRICK 4 b EIFV V-0' if TMAJNENLlosONE NORTH ELEVATION SOLE IM'19 41, ➢JTAP PFMHDUSE V Md FINER CEMENT COMPOSITE WI FINISHED REVEALS nL PNOE_T V ROOF TEWUCE — .- -.. -. - _ .•• FIEVV Off • - THERMALLY BROKEN INSULATED GLAZING SYSTEM CASTSTONE F adli ACCENTS DEV IIAP MODULAR BRICK IF4. TPA41 ENCLOSUE 7a , 5ff , Sd 11 }a � b rtT - FLEV. ss rs 4'd EAST ELEVATION - FACING INNER DRIVEWAY ELEVATION - FACING INNER DRIVEWAY SCALE: xxE'. w+Ya A J C E Bl I NOM PDP SUBMITTAL q ESDb11 PDP 6lMA/TAL FFVLI•M1E B p36YlT PDP SUBNTTN.R B DTAb11 PDP SLtlE1TAlR of Imme Ppauwrra Ilo OFY LVPNJIHI .gIID111IEMJlB L R•vY4s CORE --- 1843 N.& LWAUKEE AVE,STH FLR. CHr- W, L80847 P. 512.584.8801 ANTUNOVICH' ASSOCIATES RJwI4NISrE11 J122MITI F. I CN[A14 ■i•4851 Fs J1ZIB 71Z3 IIPIIYtl KIMLEY-HORN 1001 WARRENVILLE ROAD, SUITE 350 LISLE. L 60523 P. 6304575555 EN• REP J FP DNYPYr AE DESIGN 1800 WAZEE STREET 11350 DENVER. 0080M P. 720-862-3697 Fqm. KIMLEY•HORN 1001 WARRENVILLE ROAD. SUITE 350 LISLE, IL 60523 P. 630-487.5555 . Nod-a�MPI - CHOICE CENTER THIRD FILING FORT( INS. COS 5 FTw WESTERN ELEVATIONS Sal s A2 WATER RESISTIVE BARRIER I -- EXTERIOR SHEATHING 1 I — HORIZONTAL TRIM I i i I I 1 12' SPACING FIBER CEMENT PANEL ' VERTICAL SIDING I I FURRING I _ I 4 1 Iu TYPICAL. FIBER CEMENT 11T SHADOW LINE REVEAL ELEVATION KEY SC LAZE HIS ACME N18 BRICK LEDGE FOUNDATION TO STEP,y` WITH GRADING (SEE CIVIL) -EXPOSED CONCRETE <17 TYPICAL V E FOUNDAT WITH GRADIM EXPOSE T MHOUSE n xKTH PNMrtr ERR METAL TEPMCE GUAE MESH WITH WR WIRE MESH MFILL �WF TERRACE € V ELEV V METAL TERRACE GUARD MIL WITH THERMALLY BROKEN WIRE MESH INFILL INSUUTEO GLAZING FIBERCEMEM SYSTEM, TYP COMPOSITE WI FINISHED REVEALS FIBER CEMENT COMPOSITE WI CAST STONE ACCENTS FINISHED REVEALS FL ] �rE[ �tircd CAST STONE ACCENTS ARCHITECTURAL COMPOSITE WDDD SIDING MODULAR BRICK MODULAR BRICK tt00 , 1EV.Rd ELEY BEM EV LEY pff. $ NORTH ELEVATION wuc INxI'd TH iPARAPE �-ELeY•_s� nLaw PARAFEr METAL TERRACE WRE MESH WFILL - ARCHITECTURAL COMPOSITE W000 SIDING THERMALLY BROKEN INSULATED GLAZING SYSTEM j. FLOORZ -- FIBERCEAENT • t COMPOSITE WI FINISHED REVEALS PAINTED STEEL CANOPY EXTERIOR SCONCE OAST STONE ACCENTS - NODULAR BRICK I a• EUEVwm 4M: KIM EAST ELEVATION - FACING S. COLLEGE AVENUE SCALE: IN•ad _ - �TWIIBE n Low ad - n RooF TE�PACE FIBER CEMENT COMPOSREM FINISHED REVEALS THERMALLY BROKEN INSULATED GLAZING SYSTEM CAST STONE ACCENTS -'8'-- EXTERIOR SCONCE PANELIZED OVERHEAD DOOR MODULARBRICN _� Rt FLOOR) ELEY. M.}3 ELEV Jd 4'.0' I_J] WEST ELEVATION - FACING INNER DRIVEWAY SCALE: BOLE 1Y'+YA G Z-O' V-V A C [l u 0 Iml11 WEs PDP SUBMITTAL 01 T FBPMRYRTAL PWAL UPOAIC ® T fA1P OBMMRTKA m Y FinauBnnALEN 01 PBP A Xo. OIY INALXIFER 6u0mWklr 8 RBMMas CORE 1643 N. MILWAUKEE AVE, STH FUR. CHICAGO, L W647 P. 512-564-8601 CLF•f!R ANTUNOVICH ASSOCIATES Asr�cna.nctswo �moi a1WMRm BIW1 S12PEE.,114 F. CIEt•IE. \pYlptll Fs 313.74lI123 AIUBEO KIMLEY-HORN 1001 WARRENVILLE ROAD, SUITE 350 LISLE, IL 60523 P. 630.487-5555 mu,.En FP.4 FP. FrgIxKF AE DESIGN 1500 WAZEE STREET 13350 DENVER. CO 80202 R 720.862-35S7 D. KIMLEY-HORN 1001 WARRENVRLE ROAD, SUITE 350 LISLE, IL 60523 P. 630487.5555 LaNm CHOICE CENTER THIRD FILING cqH Cgllxs. COIK6T5 r EASTERN ELEVATIONS sw OAS G NP Al ylFaO a ? 3'-4' / .0 . N \ UU ETM TYPICAL SPACING DIMENSIONS ENCLOSED BIKE PARKING EQUIPMENT N:4E , I'd 1.4• / FRONT I I I I I i I i I I i I I I I I UNIT UNIT IN to, {eeola eimlww au. ', '� yeFnOenmixann dn. I I I I I UNIT UNIT lay I'm I #M 13MTNla COW,. 30WI•a,TNIt GNL I I I i I UNIT UNIT To IN ISMTNIaaNNW ,m �• eeeo I 3WONl WAL I I UNIT IIr tM 13M1141 n R. iNIT I I aso I I •r.TNI I cv, aw. UNR 1m UNR Saa1]MIN11 cwaruT 110 +eeolas�rNlacNeaw. . i I --J �� TOWNHOUSE SITE PLAN SCALE: 1 N srue Innn•a 0 S-0' 32a e e o 3 #PARKING TOTAL PARKING #LONG-TERM GARAGE TOTAL LONG- ENCLOSED BIKE TOTALBIKE UNITCOUNT UNITMIX% #BED -ROOMS TOTAL BEDROOMS SPACES REQUIRED SPACESREQUIRED PARKING SPACES TERMGARAGE PARKING PROVIDED PARKING' PER UNIT PERUNIT PROVIDED PER UNIT SPACES PROVIDED PER UNIT UN IT TYP E I Type -A' 1-Bedroom " 1 10% 11 0.75 0.75 1(van access) 11 1 1 2-Bedroom 1 10% 2 2 1 1 1(com (compact) 1 1 1 3-Bedroom 7 70% 3 21 1.25 8.75 2 14 2 1 5-Bedroom 1 100A 5 5 1.5 1.5 2 2 2 2 TOTALI 10 1000A 29 - 12 - 18 18 'NOTE: 12-Bike Exterior bike rack located at northeast corner of property (see site plan) -Total Bike Parking (interior +Exterior): 30 "NOTE: Per "Colorado Revised Statues 2013-Title 9" - A development of 10 units requires 6'accessibility points'. - Town home development will achieve required 6 accessibility points by providing (1) Type -A dwelling unit. I I < r-a^l,r-e• y N 'v -------- �------------ LONGTERM ED PARKING SPACE f--------- �--- ---------- LONGTERM I � PARKING SPACE I I ---------�------------ EV 4 HVAC HVAC i+y — 2' 8' y I I I I VAN ACCESSIBLE q l PARKING SPACE m I -------------------}--� I VAN ACCESSIBLE ACCESS AISLE q 131-0• zo— y 5-BEDROOM(ABOVE) ENTRYWAY TYPE -A 1-BEDROOM LIVING SPACE UPPER 5-BED APARTMENT & GROUND FLOOR ¢ TYPE -A 1-BED APARTMENT - GARAGE LAYOUT rxe IN+Na I 3 I APARTMENT MATRIX SUMMARY Nxe: nF HVAC ------- —3-4" r— --/ 34' I � I LONGTERM PARKING SPACE TYPICAL 3-BEDROOM GROUND FLOOR I LIVING SPACE F---------------- 't------ LONGTERM PARKING SPACE j 161 I 1 1 TYPICAL 3-BED UNIT - GARAGE LAYOUT ecue. IN+ro I 12-BED UNIT - GARAGE LAYOUT °� scA E� erxL: ,N.ra 0 xa 8'-0' a C 0 I I.1 I IN Nay PDP SUBMITTAL a WON? Fntur#rrN.FxuuuNTe a many Wommun a many wxa•artua q 1LwNa 10lIIMRu 8ubn11IMM S PAW"s CORE 1543 N. MILWAUKEE AVE, 5TH FLR. CNICAGO. IL SW47 P. 512,58L6801 M ANTUNOVICH ASSOCIATES rrls,�ww�.w,wsr•r mw,rm wes,uasna omp a••ma Fr a, "n Nora VJMLEY44ORN 1001 WARRBMULE ROAD. SUITE 350 LISLE, IL WW P. 830467.55% iiotowao N.AFJ.9aY•Fw AE DESIGN 18W WAZEE STREET 0M DENVER, 00 S0202 P.710-082.9857 KIMLEY-HORN 1001 WARRENVILLE ROAD, SURE 350 LISLE, IL 80523 P. 830487-M55 CHOICE CENTER THIRD FILING NIRf CDWNB,CONnF UNIT SUMMARY & ENLARGED PARKING PLANS A"?,?o! Now—. �70F9 2 R I I LABEL:BL41 Dw�Bolad IEKDO/*,,L r fb JrD�f✓w.w ..✓.Qaf+w �� ry rlw�.wn -e'an�ws.s.l awrsTr.+ w�w4lN wr•`.- V.w yI.IM4+ 1p1,CN EDRi= ®n i D :Y _ _7 C1 'L' LABEL: SC41 a SC-02 WST LED 40 A� t�� DFYw�YM1�D 1w yLLD�w>r N.v�iL� on�bss�a+ M �awM r loe4+�u'+.Taa+vAG�aw rw eativf �f'Yenmwr Y ,1w = wn. vZ s.YlNmiv. • r 1+{1 L p��p�-�!A nnw.rr y� Vwrw1�v lTr-T— JMML rr.waD..D. .... c.... -.. -----_ LUMINAIRE SCHEDULE SYMBOL LABEL OTY CATALOG NUMBER LAMP LUMENS WATTS MOUNTING HEIGHT SC-01 10 WST-ED-PI-30K-Y2VVOLT-DBLBXD LED 1548 12 -6-0' SC-02 10 WST-LED-P230K.Y2-MVOLT-DBLBXD LED 3277 25 BL-01 4 KBD8- ED-16C.350-30KSYM#NOLT OBLBXD LED 3277 25 STATISTICS NOTE: ALL LUMINAIRES TO BE 3000K DESCRIPTION SYMBOL AVG MAX MIN COLOR TEMPERATURE (OR AS CLOSE BLDG. SURROUNDS 5 FC 52 FC 0.0 FC TO 3000K BASED ON AVAILABILITY) BOUNDARY SPILL OFC 0.2 FC 0.0 FC a LIJ h .0L1 , I I I On �).f 0.0 _0.0 0A 0.) III. 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GRAPHIC SCIQ ALE IN PEEP 0 5� SCALE 1"-10' PLANT SCHEDULE T(RFFESS,� CODE ga BOTANICAL NAME COMMON NAME COW CAL SZE �1T1�w } 5 CS 2 CATALPA SPECIOSA NORTHERN CATALPA 898 T CAL MIN 95% OFN2 5 FORESOERA NEOMENCANA NEW MEXICAN PRIVET 10GAL 0'4HT Mm GO 2 GYMNOCIADUS DIOICA ESPRESSO KENTUCKY COFFEETREE BBB 2 CAL MIN RSA I I OM 3 OUERCUS MACROCARPA BURR ON( B d B i CAL MIN �n EXISTING TREE B CODE OT' BOTANICAL NAME COMMON NAME CONT GY SZE EX 4 ., EXISTING DECIDUOUS TREE ORNAMENTAL TREES CODE Oa BOTANICAL NAME COMMON NAME CONT CAL SRE AG 4 AMELANCHIER X GRANDIFLORA'AUTUMN BRILLIANCEAUTUMN BRILLIANCE' SERVICESERRY S A O T CAL MIN 194% PY 4 PYRUSCALLERYANA' C AL CAPITAL GALLERY PEAR 890 SCAL MIN la4r SHRUBS CODE OTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE /0 BO 28 SUXUSX GREENVELVET- BOXWOOD 5GAL SEEPU 1 ) CS2 27 CORNUS STOLONIFERA'RED OSIER DOGWOOD 5GAL OPG 10 POTENDLU FRUOCOSA'GOLD STAR GOLD STAR POTENTIUA 3 GAL SEE PLAN PG2 17 PICEA PUNGENS' GIALICA GLOBOSA COLORADO SPRUCE 1 GA. SEE PLAN aRG 9 RHUSAROMATICA' GRO-LOW GRO-LOW FRAGRANT SUMAC COAL SEE PLAN OSS 5 SPIRAEA JAPONICA- LITTLE PRINCESS' LITTLE PRINCESS JAPANESE SPIREA 5GAL SEE PLAN cD W Z GRASSES CODE GTY BOTANICAL NAME COMMON NAME CONT SPACING SIZE O CK 25 CA AMAGROSTIS X ACUTIFLORA'KARL FOERSMR' FEATHER REED GRASS 1 GAL SEE PLAN WO OT 9 DESCHOMPSIACESPITOSA TUFTED HAIR GRASS IGAL W O PV 27 PANICUMVIRGATUM SNATCH GRASS 1GA. SEE PLAN OGROUND COVERS CODE OTY BOTANICAL NAME COMMON NAME SPACING V 1.330 WPOA PRATENSIS KENTUCKY BLUEGRASS HO 19 HEMEROCALUS X' SMUA DE ORO' STELLA DE ORO DAYULY MX S8 PERENNIAL MIX 60% ALUUM, 40% LESSER CALAMINT 18'o.c LjNO 118 NEPETA RACEMOSA' BLUE WONDER' BLUE WONDER CATMINT 1B"9.c. El VC 927 VINCA MINOR COMMON PERIWINKLE 170.c. i NOTE'. 1. ALL PLANTS SPECIFIED FALL IN ACCORDANCE WITH THE FORT COLLINS APPROVED PLANT LIST 2, ALL PLANT SPECIFICATIONS IN THE PLANT SCHEDULE SHALL BE CONSIDERED THE MINIMUM ALLOWABLE SPECIFICATIONS. CONTRACTOR SHALL PROCURE PLANT MATERIALS AND UPSIZE AS NECESSARY TO MEET THE MOST STRINGENT SPECIFICATION, 3. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO FIELD ADJUST ALL PLANT MATERIAL. 4. ALL QUANTITIES PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES PER PLAN PRIOR TO BIDDING AND CONSTRUCTION. 5. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER, IF ACTIVE NESTS ARE FOUND THE CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. OVERALLSITE NORBV AND 501JTH HYOROEONE AREA 9F WATM NEED GALLO ANNUALWATER USE G HIGH 59 ]S 1,062 MCOEMTE LiSO W 500 LOW S@ 3 AW VERYLOW 0 0 0 TOTAL 913 A :fi.55 19069 MITIGATION A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY. Y rZ � m m m 4 m W LLI a Qz U rn z I� of W0K Z Z W J U LL '6 U_ = O x 1i x r- g U ORIGINAL ISSUE: 12 07 2016 KHA PROJECT NO 168524002 SHEET NUMBER 4OF9 W I I I 1 1 I I I I I I LOT 3 ----- CHOICE CENTER STARS L______ __________________ , i METAL PLATE TO BE _01 INSTALLED ` ORAMAGE CHANNEL TOR SIDEWALK —_CROSSING PER METAL 0-I00 — EXISTING •S.0' w GENERATORS W .a 0 n }� `BOLARO _—__________._l 91 n) l 6 REMOTE AND REPLAPACE d `Y FRENCH FOR U' Utt 1NENON. _I i I I REPUCE WALL TO MATCH EXISTING FOR j"RISING UTILITY CONSTRUCTION DURPSTER EI j I 5 1 I I i I I B I I 1 I I II D I I I I I I I { el I I L iI W EI >_ I •a p I I L II 1 d' nil � , 1 k el W Sy U I W 1 b �I O I I 31 I I I I lIff EA. IIIIE n X.A UE k UEI ¢ I I I k j I � 1 ¢ I I I I I I 1 B I I I I 9 I I I I I I I I 1 I yE i I I � I � I I I I TO {k s 1 i y 1 I I I i I I 1 1 I I I LOT 2 CHOICE CENTER X)EWALK 1 1127 O A LE I 2p� I I I I 1 EAStNG STAIRS -�♦\ 1 I I I 1 II ORAINAGE CHANNELS AT BAY OF WALL I I I I I I I 1 I I I I I I I I I I I I EXISTING SICEWALA I I I sl I I I I 1 J. IT" ) I I I I I I I I I Del& u F-- I I I I 1 CHOICE CENTER THIRD FILING 21aERE (PVWJC) I I I o- RE (PRN•TE) I RECONSTRUCTED I I DRAINAGE URB PRIVATE CROSS ACCESS PARKING EASEMENT I I I° III I — •ND PM I FIRE LAW' 1 I I R SDO, L_ I I I R.60'J I . • I 1 I I I I, I 'NO PARKING }^ I I , FIRE LANE" SON < REµ MINISTER ACCESS DOOR I TRASH OUMPSTER MM CONCRETE I EWWMOF 0.200 EASEMENT I I - A PAD (SEE ARCHOECTURAL Yi FOR WUPSiER DETAILS) I 1 UNIT 106 I I I I • "NO PARKING F NC LURE, SIGN 'RESIDENTS ONLY No OUTLET' SIGN I I 1 I W I I ELEVATED UNIT 101 L.M. I I UNfT 107 I I UNIT 102 I I BUILDING B UNIT 10s UNR 10D I I I I UNIT 1to I ,STARS I I 240' EAE (PLQUG) .. I I ARSPACE KHANO I AOJAONi ACCESS I I j e ' 1 I I I I I I NO PARKING ° FIRE L NE' SIGN IRE MALL (2) STEPS BUILDING A PLANTER UNIT 103 M. (TYR.) UNIT 104 1 I y R-25.0' I 1 BOLLMC LIGHT. (iw.l R.2S 0' I 9.6, ° • n •I i f J • A •° r 1D a s I 962 ROW UE DEDCATION UNIT 105 ROUE RACKS (12 SPACES)IT . n -- J PIELECTRIC EAMYENT EXISTIN ONNECT TO Ex1snNG SIDEWALK GRAPHIC SCALE IN FEET 0 5 10 0 TO r-Ta CURB PATCH SERMCE W Z UJI Q LU V LU J O U Know what's below. Call before you dig. SITE PLAN NOTES I. THE PROJECT SHALL BE CONSTRUCTED W ACCORDANCE MTN THE FINAL PUNT AMENDMENTS TO THE PLANS MST BE RENEWED AND APFMOWD By THE CITY PRICK i0 ME NIPLEMEN TATON Or ANY CHANGES TO THE III 2 REFER TO FINAL UTILITY KANS FOR EXACT LOCAnMS AND CONSTRUCTION INFORMATION I'Oi STORY DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES. PROPOSED TOPOGRAPHY. STREET NPROYEMENTS. 3 REFER 10 ME S WOS10N PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DMENSIONS of ALL EASEMENTS, LOTS. TRACTS, STREETS. WALKS AND OTHER SURAT INFORMATION N ALL Rooftop AND GROUND YGUNTEO MECHANICAL EDMYENT MST BE SCREENED FROM NEW TRW ADJACENT PROPERTY AND PUBLIC STREI IN CAMS WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING. MEN FREE-STAHONG SCREEN WALLS MATCHING THE PREDO WANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS OMOUI METERS AND PLUMBING XNiS SHALL BE SCREENED OR P4NFE0 TO YAFCH SIMRaNDWG BUILDING SURFACES. S. ALL CONSTRUCTION ON MIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLµ IS SHOWN WM THEM PLANS B. ALL [x1ERIOR UDII NG PRONCCD SHALL COMPLr SUM ME r00E-c4NDE RFQUREArENTS IN SECTION 3.2.E OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHELOW LIGHT SOURCE WM SHARP CUT-OFF CAPABILITY 50 AS TO MKWAZE UP -LIGHT. SPILL LIGHT. GORE µ0 UNNECESSARY DIFFUSION. 2. FIRE HYDII MST MEET OR EXCEED PGUGW ME AUTHORITY STANDARDS ALL BUILDINGS MUST MONDEµ APPROLiD FIRE EXTWONSRNG SRRM 6. ALL BIKE RACKS PRONGED MUST BE PERMANENTLY µC CIREO 9 ALL SONALKS AM RAIDS MST CONFORM TO CITY STANDARDS ACCESSIBLE FRUITS MST BE PROMDED AT ALL STREET AND OHVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE PARKING SPACES MUST SLOPE NO MORE THAN I.NB IN ANT ORECFON ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE Mµ 120 N ORECNWS OF TRAKL µ0 WM NO MORE THAN I:NB CROSS SLOPE ICE. COMMON ORION SPACE AREAS AND LANDSCAPING ON'% NDIT OF WAYS, STREET MEDIANS. AND TRAFFIC CIRCLES AOJACENL i0 COMMON OPEN SPACE AREAS µE REQUIRED i0 BE MAINTAINED BY A PROPERTY MANAGER THE PROPERTY MANAGE IS RESPCNSILE FOR SNOW REMOVAL M ALL ADJACENT STREET SIDEWALKS AND S EvI N COMMON OPEN SPACE AREAS 11 ANY DAMAGED CURB. DUMP AND SIDEWALK EXISTING PRIOR 10 CONSTRUCTOR. Al WELL AS STREETS. SIDEWALKS. CURBS µ0 GUTTERS, OSTROYW. DAMAGED OR REYONED DIME TO CONSTRUCTION OF THIS PROJECT. SHALL BE REPLACED OR RESTORED TO CITY of FORT COLLINS STµOARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED NPROAMENTS ARC/OR POOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 12. ME LANE MARKING. A FINE LANE MATING RAN MUST BE REVIEWED ANDAPPRONN BY ME FIRE OTION. PRbR i0 THE ISSUANCE OF ANY CERTIFICATE O OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPRONEO SIGNS ON OTHER APPROVED NOTICES MAT INCLUDE THE WORDS NO PARKING ME LANE SHAM BE PRONGED FDA FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCnON THEREOF. THE MEANS BY PATCH FINE LAWS µE DESIGNATED SHALL BE MAINTAINEDN A OEµ AND LEG COM PTON AT ALL TINES AND BE RUCFD EROR REPAIRED WEN NECESSARY TO PRONOE ADEQUATE MSMTY IS SGNAGE AND ADDRESSING µE NOT PERMITTED WTH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE OTY PERMIT POOR TO CONSTRUCTION. STIRS MST COMPLY SUM OM1 SIGN CODE UNLESS A SPECMTC VARIANCE 0i GRANTED BY THE CITY IA LIMITS OF STREET CUTS µE APPROXWAR. FINAL LIMITS PN( TO BE DETERMINED IN THE FRIG BY THE CITY ENGINEERING INSPECTOR. ALL KEFA'R$ TO BE IN ACCORDANCE SUM OFY STREET REPAIR STANDARDS LEGEND TY R R PAVFYFNt SEE CONSTRUCTION DETALS FM PANEYExi SECTION aTANCAFW putt E COUCNA4AMEyr PA1£MENI M[PCN L ] rzwcxTi miwAL. SEE cONsrRutna DEruls FOR PANEMENr McnDY ` RAPPM CONCRETE NAVAJO REDI ® elm $EE CDISTRUCnCN OE14L5 FOR RANEYENL SECTION STANDARD PITCH CONCRETE CURB ANO GUTTER — — PROPERTY UNE EMSTWG EASEMENT LIME — — — — — — — — PROPOSED EASEMENT LINE — — — — NEW EDGE of PAVEMENT LINE ENE EMERGENCY ACCESS EASEMENT RE ACCESS EASEMENT UE UT ITY CASEMENT OE DRAINAGE EASEMENT PA PUBLIC ACCESS EASEMENT SE GEEVA" EASEMENT 'NO PARKING FIRE LAIC• SON PER OIX OF FORT 'EEl CICADAS (WRONG 1418 W fN LiJ F— U) DgW J � L— L11 0 x Z W J 0 U LL 2 W 0 3 U_ Q U O = K 0 U ORIGINAL 1SSUF 12/07/2016 KHA PROJECT r�J 165524002 SHEET NI 2OF9 !RR YNRMT I � i 3 I snMRr aT �_ f — � —cReE" VICINITY MAP �r 1'�1000' ORIGINAL FIELD SURVEY RICHARD B. GABRIEL POWER SURVEYING COMPANY. INC 15U W BOTH AVE THORNTON, CO SS200 DATE 1101FN1e REVISED 1iASOOte REVISED 12J14001e REVISED 01(JO(5017 REVISED: Om7m17 REVISED: 03062(17 SUBSURFACE EXPLORATION BY: 6rVID RICHER EARTH ENGINEERING CONSULTANTS, LLC 43W WEEWIEW DRIVE WINDSOR, CO BOW DISCLAIMER STATEMENT THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT GOWNS FOR CONCEPT ONLY. THE REVIEW GOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS FURTHERMORE THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED THE REVIEW SHALL NOT BE CONSTRUED FOR ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE CERTIFICATION STATEMENT: I HEREBY AFFIRM THAT THESE FINAL CONSTRUCTION PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION, IN ACCORDANCE WTH ALL APPLICABLE CITY OF FORT GOWNS AND STATE OF COLORADO STANGMDS AND STATUTES, RESPECTIVELY, AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN, REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THESE PLANS CHOICE CENTER THIRD FILING BEING A REPLAT OF LOT 2, CHOICE CENTER SUBDIVISION AND A PORTION OF LOT 3, FOX SHOPPING CENTER SUBDIVISION LOCATED WITHIN THE NORTHEAST QUARTER (NE 1l4) OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN CITY OF FORT COLLINS AND COUNTY OF LARIMER, STATE OF COLORADO. JUNE 2017 CONTACT INFORMATION PROJECT TEAM OWNER MARK GOEHAUSEN CORE FORT COI LLC 2N 2W NORTH AVENUE CHICAGO, ILODM7 TEL In3) 9a0.'JT4a APPLICANT MARKGOEHAUSEN CORE FORT COW NS LLC =M W. NORTH AVENUE CHICAGO, IL 60047 TEL(773)9 5748 ARCHITECT JOE ANTUNOVICH ANTUNOMCHASSCCIATES ZN W HURON STREET CHICAGO, IL W054 TEL (312) 23&1120 LANDSCAPE ARCHITECT KEITH DEMCHINSM KIMLEYNORN AND ASSOCIATES. INC 45e2 SOUTH ULSTER STREET SUITE 1500 DENVER. CO S0237 TEL (331) 491-73 SITE ENGINEER LESLEY NMER KIMLEY-HORN AND ASSOCIATES, INC 4532 SOUTH ULSTER STREET SUITE 15DO DENVER, CO =7 TEL (630)467-5555 SURVEYOR RICHARD a. GABRIEL POWER SURVEYING COMPANY, INC 150 W. NTH AVE THORNTON, GO. 91 TEL (MG) 702-1617 TRAFFIC ENGINEER CURTISROWE KIMLEY-HORN AND ASSOCIATES, INC. 4582 BOOTH ULSTER STREET SUITE 1500 DENVER. CO =37 TEL (303) M-23N GEOTECHNICAL ENGINEER DAVID RICHER EARTH ENGINEERING CONSULTANTS, LLC 43M GREENFIELD DRIVE W NDSOR, CO WSW TEL (970) 54&3009 UTILITY CONTACTS GAS TERRY STENCEL XCEL ENERGY TEL (500) 22&707 ELECTRIC TOGO VECOER CITY OF FORT COLONS LIGHTS POWER TEL (970) 224 IW CABLE DON KAPPERMAN COMCAST TEL (970) 5W-0125 TELECOMMUNICATIONS WILLIAM JOHNSON CENTURYUNK TEL (970) 378401 WATER WES LAMARQUE Cm OF FORT CCI TEL'(970)41&2N1S WASTEWATER WEE LAMAROUE CITY OF FORT COLLINS TEL (9n) 41&2419 STORMWATER WES LAMAROUE CITY OF FORT COW NS TEL'(9701416-2418 SHEET INDEX Know what'sbelow. • Call before you dip. 1 OF 9 COVER SHEET 2 OF 9 DETAILED SITE PLAN 3 OF 9 OVERALL SITE PLAN 4 OF 9 LANDSCAPE PLAN 5 OF 9 LANDSCAPE NOTES AND DETAILS 6 OF 9 LIGHTING PLAN 7 OF 9 UNIT SUMMARY & ENLARGED PARKING PLANS 8 OF 9 ELECTRICAL SITE PLAN 9 OF 9 ELECTRICAL ONE LINE Al EASTERN ARCHITECTURAL ELEVATIONS A2 WESTERN ARCHITECTURAL ELEVATIONS OWNER'S CERTIFICATION OF APPROVAL THE UNDERSIGNED DOES/00 HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. IN WITNESS WHEREOF. WE HAVE HEREUNTO SET OUR HANDS AND SEALS. THIS THE DAY OF , 20— NOTARIAL CERTIFICATE STATE OF COLORADO COUNTY OF THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (PRINTED NAME) THIS _ DAY OF , 20_ MY COMMISSION EXPIRES: NOTARY PUBLIC (SEAL) PLANNING APPROVAL BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO THIS DAY OF A.D., 20_ DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES LLI LLI c/) W w O U Of A LU (� Z Z O LU J o V LL w3 U Of q O= U ORIGINAL ISSUE: 12 0] 2016 KHA PROJECT N0. 168524002 SHEET NUMBER 1 OF 9 State on Campus — Phase 2 Project Development Plan Submission December 7, 2016/Page 3 - High occupancy residences have positive effects related to architectural design and sustainability. Five bedroom dwelling units are more efficient in the utilization of space, allowing more flexibility for residents. Sustainability - Locating higher -density housing for students where they can access the campus, shopping and recreational opportunities without using an automobile is a key component of being an environmentally responsible community. The proposed development will house 29 students in a location where having a vehicle is not necessary to have access to necessary amenities. This is highly desirable from an environmental perspective and makes attending college more affordable to students on a budget. Units with increased occupancy are an essential component of the proposed development that allows higher density to work in this location. Higher density housing protects the adjacent neighborhood by providing appropriate housing for students in one location, discouraging them from living in single family neighborhoods. - Units with increased occupancy are also more efficient in terms of material usage and are also more energy efficient. Data obtained from Conservice, a nationwide utility billing service that analyzes information from many properties and thousands of units, indicates that electricity usage in an average of 21.25% more efficient when comparing a 5-bedroom unit to two 2-bedroom units. In other words, the same five people use less electricity when housed in a 4-bedroom unit vs. being split up into two 2-bedroom units. Likewise, natural gas is estimated to be 55.12% more efficient. Additionally, less construction materials translates into less environmental impact from a construction standpoint. In summary, the Applicant requests the Hearing Officer to approve occupancy by five (5) unrelated individuals within the State on Campus — Phase 2 apartment units. We believe the 5-bedroom units will serve the students by providing an attractive, secure and affordable lifestyle alternative with sufficient amenities to sustain the activities of the student population without impacting adjacent neighbors. Adequate parking for both cars and bicycles is conveniently provided within each residence and a wide variety of shopping, dining, recreation and entertainment opportunities are located within walking distance to satisfy the student living and recreational needs. State on Campus — Phase 2 Project Development Plan Submission December 7, 2016/Page 2 In order to increase the number of unrelated persons who may reside in individual dwelling units, the Applicant must provide sufficient additional amenities to sustain the activities associated with the project, adequately serve the occupants, and protect the adjacent neighborhood. Justification for increasing the occupancy of certain residential units includes the following: Open Space and Amenities: Security - Replacing existing surface parking lots with new residential developments creates more pedestrian activity along the College Avenue and removes dark, inactive 'dead zones' that reduce the perceived safety of an area. New, vibrant residences attracts new residents and creates more 'eyes on the street' that strengthens the surrounding community. - The adjacent State on Campus student housing development operated by the Applicant features 24-hour, on -site management services which will extend to the Phase 2 development. This allows residents to have noise, maintenance, or safety concerns addressed at any time of day. Safe Pedestrian Spaces - The streetscape along South College Avenue will add to the pedestrian experience by providing street trees, built-up planters, grass parkway, lighted bollards, and convenient bike parking. Recreation & Contextual Amenities - Located immediately south east of Colorado State University's campus, residents can easily access CSU's numerous recreation facilities. The phase 2 development is adjacent to numerous restaurants and retail stores along South College Avenue as well as Spring Park to the south east of the project site. - Recreational facilities will also be made available to residents at the adjacent State on Campus student housing development. These include the use of exterior landscape courtyards, pool, hot tub, fire pit seating areas, climbing boulders, and volleyball courts. Interior study lounges, media lounge, fitness rooms, and game rooms will also be made available to Phase 2 residents. Transportation - The project is located within the Transit -Oriented Development (TOD) Overlay Zone and walking distance from the MAX Rapid Transit's Prospect Station. Parking for each residence is located within internal enclosed garages. Bicycle parking is also located within each residence as well as an exterior bike rack within the project boundary. Services - The proposed site is adequately served with standard public infrastructure including water, wastewater, police and fire facilities. The existing street network has adequate capacity to absorb the additional traffic within the level of service standards. Architectural Design ANTUNOVICH ASSOCIATES ARCHITECTURE •PLANNING •INTERIOR DESIGN Chicago, Washington DC February 8, 2017 Choice Center Filing 3 Request for Increased Occupancy Limit Core Spaces is proposing a new residential development on South College Ave on an infill site presently covered by surface parking. The 15,447 sf (+/-) [0.35 acres] parcel is currently undeveloped and is partially surfaced with asphalt, concrete paving and gravel. The proposed infill development places ten (10) apartment units on this parcel, which will be expanded to 17,332 sf (+/-) [0.40 acres]. Two blocks of five (5) residences are separated by an internal drive, which connects to the retail parking to the north and to South College Ave. to the south. Each building is two stories tall with rooftop terraces and contains an enclosed garage. The State on Campus - Phase 2 development is located directly adjacent to the State on Campus student housing facilities which are also owned and operated by the Applicant. State on Campus features many amenities (exterior landscaped courtyards, fitness facilities, study rooms, covered parking structure, etc.) which will all be made available to residents of State on Campus — Phase 2. In the City of Fort Collins, the maximum occupancy allowed per multi -family dwelling unit is three unrelated persons, unless the decision maker increases the number of individuals allowed to reside together. In order to provide 5-bedroom units intended to be occupied by five (5) unrelated persons, the City's Land Use Code requires the Applicant to provide a written request as follows: 3.8.16 Occupancy Limits; Increasing the Number of Persons Allowed (E) Increasing the Occupancy Limit. (2) With respect to multiple -family dwellings, the decision maker (depending on the type of review, Type 1 or Type 2) may, upon receipt of a written request from the applicant and upon a finding that all applicable criteria of this Code have been satisfied, increase the number of unrelated persons who may reside in individual dwelling units. The decision maker shall not increase said number unless satisfied that the applicant has provided sufficient additional amenities, either public or private, to sustain the activities associated with multi -family residential development, to adequately serve the occupants of the development and to protect the adjacent neighborhood. Such amenities may include, without limitation, passive open space, buffer yards, on -site management, recreational areas, plazas, courtyards, outdoor cafes, limited mixed -use restaurants, parking areas, sidewalks, bikeways, bus shelters, shuttle services or other facilities and services. Justification From its prior experience building student housing communities across the county, the Applicant has found that 5-bedroom units are a popular lifestyle alternative for many students. It allows the students residing in these units to share an apartment in a well - managed environment. It is more secure than most single-family home rentals and, because higher occupancy units typically rent for less per bedroom, they offer a more affordable alternative to students on a budget. 224 West Huron Street, Suite 7E • Chicago, Illinois 60654 • 312. 266. 1126 • www.antunovich.com II II I II li i ul I i I d i RESIDENTIAL ' RESIDENTIAL RESIDENTIAL D RESIDENTIAL GARAGE GARAGE GARAGE I GARAGE II II I � I I P TAC-19N(CA) -�� RESIDENTIAL TAC-19%(CA) RESIDENTIAL GARAGE II GARAGE RESIDENTIAL I RESIDENTIAL j GARAGE GARAGE I ' RESIDENTIAL RESIDENTIAL RESIDENTIAL I q I RESIDENTIAL GARAGE GARAGE GARAGE GARAGE II II I 24'-0" a 24'-0" - --- --- - -- — .....----- I OUT -BOUND: HEAD -OUT EXITING OUT -BOUND: BACK -OUT EXITING _.. ----- _........ _ RESIDENTIAL V RESIDENTIAL RESIDENTIAL I RESIDENTIAL GARAGE GARAGE GARAGE GARAGE I T�c-1999(CA) ii RESIDENTIAL y RESIDENTIAL GARAGE ®.............., GARAGE RESIDENTIAL _ RESIDENTIAL GARAGE GARAGE ti D A I RESIDENTIAL II II RESIDENTIAL RESIDENTIAL II II RESIDENTIAL GARAGE I GARAGE GARAGE I I GARAGE II II II II 24'-0" 24'-0" . ..._..... - .. -.. .......... .. ......... ........ ..........-_ . ... ...... _.... IN -BOUND: BACK -IN PARKING IN -BOUND: HEAD -IN PARKING eC to a :1A CHOICE CENTER FILING 3 VEHICLE TURNING GEOMETRY STUDY - 24'DRIVEWAY Ft. Collins, Colorado 7 Core Spam -Developer I Antunovich Associates- Architects B Planners 02.07.2017 Choice Center Filing 3 Project Development Plan Submission TOD Parking Modification Request February 8, 2017/Page 3 (4) the plan as submitted will not diverge from the standards of the Land Use Code that are authorized by this Division to be modified except in a nominal, inconsequential way when considered from the perspective of the entire development plan, and will continue to advance the purposes of the Land Use Code as contained in Section 1.2.2. The applicant is requesting a 15% reduction from the 28'-wide drive aisle to a proposed width of 24 feet. This 15% reduction is a nominal and inconsequential reduction to the width of the drive surface because it does not require drivers to alter their driving patterns when traveling through the development site nor does it hinder the turning geometries of residents maneuvering into or out of the garages. In summary, the Applicant asks that the proposed modification request be granted due to the fact that it is not detrimental to the public good, it provides a driveway that functions equally as well as the standard, it facilitates development on a tightly constrained building site, and it grants a nominal and inconsequential reduction to the drive way width. Finally, the proposed site layout, which is possible through utilization of the Modification Request for reduced driveway width, produces a building design that is supported by several City Plan Policies. These policies are: targeted infill and redevelopment within transit served locations (LIV 5.1), reduced visual impact of parking from primary pedestrian streets and public spaces (LIV 30.4), the creation of a more pedestrian -friendly environment through parkway buffers and generous sidewalk widths (LIV 30.4), the creation of parking structures that do not dominate the street frontage (LIV 30.5), reduced land devoted to surface parking lots (LIV 30.6), and transform through infill and Redevelopment (LIV 35.4). Choice Center Filing 3 Project Development Plan Submission TOD Parking Modification Request February 8, 2017/Page 2 good; and the decision -maker must also find that the Modification meets one of the following four criteria described in the LUC. Granting this modification reduces the driveway between the apartment buildings from 28- feet wide to 24-feet wide. Vehicles passing through the driveway from either College Avenue or to the adjacent retail complex are given a 12-foot drive aisle in either direction. This is as wide, or wider than, many typical drive lanes on major roadways (11 feet). The applicant has also undergone study to prove that the provided driveway width is sufficient for residents to enter and exit the garages (see attached). For these reasons, the modification is not detrimental to drivers utilizing the driveway to access or pass through the development site. Furthermore, the proposed development will also benefit the economic viability of the proposed neighborhood by providing student rental apartments in the immediate vicinity to multiple retail and dining establishments. This project utilizes the constrained property efficiently, and is contextually compatible with existing and proposed buildings heights in the area. Therefore, we believe granting the Modification would not be detrimental to the public good. (1) the plan as submitted will promote the general purpose of the standard for which the modification is requested equally well or better than would a plan which complies with the standard for which a modification is requested: The Applicant has undertaken a geometric study of typical car turning radiuses to verify that the proposed 24' driveway width provides adequate vehicle maneuvering clearances between the proposed facing garages. These exhibits are attached. The results of this study indicate that a 24'-wide driveway sufficiently allows the 90 degree head -in and back -in movements of a vehicle into each garage as well as the outbound 90 degree back -out and head out geometries. Therefore, the proposed modification request will serve the residents as well as a driveway of the standard compliant width. (3) by reason of exceptional physical conditions or other extraordinary and exceptional situations, unique to such property, including, but not limited to, physical conditions which hinder the owner's ability to install a solar energy system, the strict application of the standard sought to be modified would result in unusual and exceptional practical difficulties, or exceptional or undue hardship upon the owner of such property, provided that such difficulties or hardship are not caused by the act or omission of the applicant; As previously mentioned, the proposed site layout maintains a connection between the northern retail parking lot and College Avenue via a shared driveway, though this connection severely limits the other uses on the site. The site of the proposed residential development is 123-feet wide. The parkway buffer, multi -use path, and utility easement along College Avenue are a total width of 27-feet wide while the proposed utility easement and sidewalk at the west edge of the property are 8' wide, thus leaving 88' in the center of the property for (2) residential buildings and drive aisle. By providing a 24' wide driveway, the Applicant can then allocate 32' of site width to each residential building. The Applicant has found that a residential building depth of 32' is the minimum dimension that provides adequate interior living space and enclosed garage space for student housing residences such as this. Therefore, granting the modification request for a 24'-wide drive aisle facilitates the development of an exceptionally constrained building site. ANTUNOVICH ASSOCIATES ARCHITECTURE •PLANNING •INTERIOR DESIGN MA Chicago, Washington DC February 7, 2017 Choice Center Filing 3 Modification Request 3.2.2 Access, Circulation and Parking (L) Parking Stall Dimensions (1) — Standard Spaces — Table A — Driveway Width Parking spaces for standard vehicles shall conform with the standard car dimensions shown on Table A. Reason for the Request The Applicant, CORE Spaces, is proposing a vertical multi -family development on South College Ave. The site is located in the General Commercial (CG) zone district, and within the Transit -Oriented Development (TOD) zone along South College Ave., just south of Prospect Road. The proposed infill development includes ten (10) apartment units within two buildings at the east and west portions of the property. The residential buildings contain a total of (18) garage parking spaces for an average ratio of 1.8 spaces per apartment. Each of the parking spaces will be provided in individual attached garages at the ground floor of each apartment unit. Garages will be accessed from a single drive aisle located between the two apartment. buildings. The Fort Collins Land -Use Code typically requires a drive aisle of 24' for 90-degree standard parking spaces, but makes special note that "when garages are located along a driveway and are opposite other garages or buildings, the driveway width must be increased to 28 feet." The proposed development site directly abuts the retail parking lot to the adjacent north property, and traffic from this northern parking lot currently connects to South College Avenue via a driveway on the proposed development site. If the entry and exit to College Avenue is moved to the south east corner of the development site, the proposed building layout can be arranged to maintain the connection of the northern retail parking lot to College Avenue via a shared driveway with the residential units. However, this maintained traffic connection, in combination with the relatively narrow width of the site, severely limits the potential for marketable development on the proposed site. By reducing the width of the shared driveway, the Applicant believes that a successful residential development is feasible. The Applicant is therefore proposing to reduce the driveway to the standard width of 24'. Justifications The Land Use Code states that the decision -maker may grant a modification of standards only if it finds that the granting of the modification would not be detrimental to the public 224 West Huron Street, Suite 7E • Chicago, Illinois 60654 • 312. 266. 1126 • www.antunovich.com State on Campus Townhouse Development Project Development Plan Submission December 7, 2016/Page 2 Paved walkways are located on the north, west and south of the townhome buildings provide linkage to South College Ave. as well as to Choice Center Drive. Individual units are accessed from the east (from South College Ave.) and from the west (from a concrete walkway). The garage doors at each unit face the internal drive. The building facades have been designed to express a contemporary statement merging architectural composition with attractive materials. The primary facades — facing east and west — combine dynamic planar zones of modular brick, cast stone trim pieces, prefinished fiber -cement panels with architectural composite wood siding accents at the unit entry bays. Each unit entry is further called out by a painted steel canopy. The north, south and internal drive facades feature the same material palette, but in a simplified expression. The project utilizes thermally -broken, insulated glazed windows for the residential units and panelized overhead garage doors. The roofline is activated by glass and prefinished metal -frame guardrails at the private rooftop terraces. ANTUNOVICH ASSOCIATES AN ARCHITECTURE • PLANNING • INTERIOR DESIGN Chicago, Washington DC December 7, 2016 College Avenue Townhouses 1751 S. College Avenue Project Description (1.d.v) The Applicant, Core Spaces, is a full -service real estate development and management company who builds industry -leading assets on prime urban sites across the country. Core Spaces is proposing a townhouse development on South College Ave on an infill site presently covered by surface parking. The site is located in the General Commercial (CG) zone district, is within the Transit -Oriented Development (TOD) zone, and is contained within the Upper District of the Midtown in Motion plan for South College Ave. The 15,447 sf (+/-) [0.35 acres] parcel is currently undeveloped and is partially surfaced with asphalt, concrete paving and gravel. The parking lot contains twenty-six (26) surface parking spaces that serve the State on Campus (formerly the Summit on College) residential development to the south and west. To the north of the site is a shopping center surface parking lot. Directly to the south is a service driveway for a garbage dumpster serving Building 2 of the State on Campus development. The proposed infill development places ten (10) town houses on this parcel, which will be expanded to 17,332 sf (+/-) [0.40 acres]. Two blocks of five (5) townhouses are separated by an internal drive, which connects to the retail parking to the north and to South College Ave. to the south. Each townhouse is two stories tall with a rooftop terrace and contains an enclosed garage. There are nine (9) three -bedroom townhouse units with a two -car garage and one (1) two -bedroom townhouse with a one -car garage for a total of (29) dwelling units. The project is 30 ft. tall to the top of roof access but and 27 ft. to the top of the building parapet. The development is designed to provide student -oriented housing and site improvements in relation to the following components within Ft. Collins: • Several blocks south of the Colorado State University campus • Near the Spring Creek and Prospect Stations of Mason Corridor Transitway; • Adjacent to the existing State on Campus residential development; • Adjacent to existing commercial developments along South College Ave. The project has been designed to tackle the small size and access constraints of this infill lot while improving the Stuart Ave. to Prospect Rd. section of South College Ave. The townhome building acts to bridge the streetwall between Building 2 of the State on Campus development and the shopping center to the north. The paved multi -use path and the parkway buffer will link and improve pedestrian movement along the west side of South College Ave. The utility easement will be landscaped to further improve the pedestrian experience along the roadway. The buildings are sited parallel to South College Avenue (north to south) and are separated by an internal drive. This drive provides access to the private garages on each townhouse ground floor and provides connection to the retail parking to the north of the development. 224 West Huron Street, Suite 7E • Chicago. Illinois 60654 • 312. 266. 1126 • www.antunovich.com Agenda Item 1—August 14 Continued Hearing D. The PDP complies with the relevant standards located in Article 3 — General Development Standards, provided that the Modification of Standard to Section 3.2.2(L)(1) is approved. E. The request for Increased Occupancy meets all applicable Land Use Code criteria; the request for Increased Occupancy meets the requirements of Section 3.8.16 and the applicant has provided sufficient additional amenities to sustain the activities associated with multi -family residential development, including the following amenities on Lot 1 of Choice Center Second Filing and Lot 2 of Choice Center -- on -site manager services, ten guest parking spaces in the north parking lot of Choice Center Second Filing Lot 1, one additional shared handicap parking space on Lot 2 of Choice Center, exterior landscape courtyards, pool, hot tub, fire pit seating areas, climbing boulders, volleyball courts, interior study lounges, media lounge, fitness rooms, and game rooms -- will also be made available to the Choice Center Third Filing PDP residents to adequately serve the occupants of the development and to protect the adjacent neighborhoods. RECOMMENDATION: Approval of Choice Center Third Filing Project Development Plan — PDP160042 including the Modification of Standard to Section 3.2.2(L)(1) to reduce the garage drive aisle from 28 feet to 24 feet and request for Increase in Occupancy ATTACHMENTS 1. Applicant's Narrative and Planning Objectives 2. Applicant's Modification of Standard Request 3. Applicant's Increase of Occupancy Request 4. PDP plan set: a. Site Plan b. Landscape Plan c. Building Elevations d. Lighting Plan e. Unit Details 5. Plat 6. Utility Plans 7. Traffic Memorandum (updated for the continued hearing) 8. Choice Center Minor Amendment Parking Plan 9. Original approved Choice Center site plan set 10. Letter of Intent from adjacent property owner (Choice Center Lot 3) 11. Letter from resident Item 1 Page 15 Agenda Item 1—August 94 Continued Hearing (LIV 30.4), the creation of parking structures that do not dominate the street frontage (LIV 30.5), reduced land devoted to surface parking lots (LIV 30.6), and transform through infill and Redevelopment (LIV 35.4). D. The project design satisfies Criteria 4 (2.8.2(H)(3): By reason of exceptional physical conditions or other extraordinary and exceptional situations, unique to such property, including, but not limited to, physical conditions such as exceptional narrowness, shallowness or topography, or physical conditions which hinder the owner's ability to install a solar energy system, the strict application of the standard sought to be modified would result in unusual and exceptional practical difficulties, or exceptional or undue hardship upon the owner of such property, provided that such difficulties or hardship are not caused by the act or omission of the applicant. Staff finds that the depth and size of the site is constrained, and that the relatively small size of the site is suitable for the townhome style buildings proposed. Staff concurs that due to the depth constraints and College Avenue improvements required. including the 10' sidewalk, 7' tree lawn and right-of-way dedication, this condition does represent a hardship not caused by the applicant that would justify the granting of the modification. 5. Neighborhood Meeting A City neighborhood meeting was not required for this project and a meeting was not held. 6. Findings of Fact/Conclusion In evaluating the Choice Center Filing 3 Project Development Plan (PDP), staff makes the following findings of fact: A. The PDP complies with process located in Division 2.2 — Common Development Review Procedures for Development Applications of Article 2 — Administration. B. The PDP complies with relevant standards located in Division 4.21, General Commercial (C-G) of Article 4 — Districts. C. The Modification of Standard to Section 3.2.2(L)(1) meets the applicable requirements of Section 2.8.2(H) -- Criteria (3) and (4), and the granting of this Modification would not be detrimental to the public good, because the reduced 24' drive aisle will function adequately for the intended purpose and use. As evidenced by the turning radius templates provided by the application, the reduced drive aisle will allow ingress/egress, and the potential inconvenience of the narrower drive aisle is nominal and inconsequential in accordance with Criterion 4. Additionally, the depth and size of the site is constrained and that due to the depth constraints and College Avenue improvements required, including the 10' sidewalk, 7' tree lawn and right-of-way dedication, these conditions represent a hardship not caused by the developer that would justify the granting of the modification in accordance with Criterion 3. Item 1 Page 14 Agenda Item 1—August 14 Continued Hearing Staff Findings for the Modification Staff finds that the request for a Modification of Standard to Section 3.2.2(L)(1) is justified by the applicable standards in 2.8.2(H). This is because: A. The granting of the Modification would not be detrimental to the public good. While the drive aisle will be narrower and potentially less convenient for some residents, the functional use of the garages spaces remains viable and guest spaces are provided in the State on Campus north parking lot for visitors (located on Lot 1 of Choice Center Second Filing) as well as a shared handicap space on Choice Center Lot 2 located to the south of the project. Additionally the size of the project is relatively small, urban in character and will be marketed to students. The potential impacts to residents of the project do not appear to be significant, as compared to a larger project where a similar garage parking configuration could be more impactful to the viability of the project. B. Criteria 1 (2.8.2(H)(1): The plan as submitted will promote the general purpose of the standard for which the modification is requested equally well or better than would a plan which complies with the standard for which a modification is requested. While staff is supportive of this modification, staff finds that the reduced drive aisle width does not satisfy this criterion. The 28 foot standard drive aisle is intended to provide more maneuverability so that there is less margin of error when entering and exiting the garage spaces, allowing the configuration of garages to be safe and convenient. With this purpose in mind, staff's opinion is that 24 feet cannot be found to be equal to or better than 28 feet in terms of convenience. C. The project design satisfies Criteria 4 (2.8.2(H)(4): The plan as submitted will not diverge from the standards of the Land Use Code that are authorized by this Division to be modified except in a nominal, inconsequential way when considered from the perspective of the entire development plan, and will continue to advance the purposes of the Land Use Code as contained in Section 1.2.2. Staff finds that the Modification of Standard to allow a drive aisle width is nominal and inconsequential because the drive aisle reduction is limited to 18 garage spaces on a constrained site and the reduced drive aisle allows an overall better plan with a townhome style building configuration that enhances the neighborhood scale and provides an appropriate building transition from the taller buildings in the vicinity. The narrow drive aisle, as evidenced by the turning radius templates provided by the application, will allow ingress/egress, and the potential inconvenience of the narrower drive aisle is nominal. Because of the project's urban infill location, limited scope of the modification, and nominal reduction in the function of the parking area, staff finds that the modification is nominal and inconsequential and that the plan continues to advance the purposes of the Land Use Code as contained in Section 1.2.2 including: targeted infill and redevelopment within transit served locations (LIV 5.1), reduced visual impact of parking from primary pedestrian streets and public spaces (LIV 30.4), the creation of a more pedestrian -friendly environment through parkway buffers and generous sidewalk widths Item 1 Page 13 Agenda Item 1—August 14 Continued Hearing head out geometries. Therefore, the proposed modification request will serve the residents as well as a driveway of the standard compliant width." Criteria (3) by reason of exceptional physical conditions or other extraordinary and exceptional situations, unique to such property, including, but not limited to, physical conditions such as exceptional narrowness, shallowness or topography, or physical conditions which hinder the owner's ability to install a solar energy system, the strict application of the standard sought to be modified would result in unusual and exceptional practical difficulties, or exceptional or undue hardship upon the owner of such property, provided that such difficulties or hardship are not caused by the act or omission of the applicant; Applicant's Justification for Criteria 3: "As previously mentioned, the proposed site layout maintains a connection between the northern retail parking lot and College Avenue via a shared driveway, though this connection severely limits the other uses on the site. The site of the proposed residential development is 123-feet wide. The parkway buffer, multi -use path, and utility easement along College Avenue are a total width of 27-feet wide while the proposed utility easement and sidewalk at the west edge of the property are 8' wide, thus leaving 88' in the center of the property for (2) residential buildings and drive aisle. By providing a 24' wide driveway, the Applicant can then allocate 32' of site width to each residential building. The Applicant has found that a residential building depth of 32' is the minimum dimension that provides adequate interior living space and enclosed garage space for student housing residences such as this. Therefore, granting the modification request for a 24'-wide drive aisle facilitates the development of an exceptionally constrained building site. Criteria (4): The plan as submitted will not diverge from the standards of the Land Use Code that are authorized by this Division to be modified except in a nominal, inconsequential way when considered from the perspective of the entire development plan, and will continue to advance the purposes of the Land Use Code as contained in Section 1.2.2. Applicant's Justification for Criteria 4: "The applicant is requesting a 15% reduction from the 28'-wide drive aisle to a proposed width of 24 feet. This 15% reduction is a nominal and inconsequential reduction to the width of the drive surface because it does not require drivers to alter their driving patterns when traveling through the development site nor does it hinder the turning geometries of residents maneuvering into or out of the garages." "In summary, the Applicant asks that the proposed modification request be granted due to the fact that it is not detrimental to the public good, it provides a driveway that functions equally as well as the standard, it facilitates development on a tightly constrained building site, and it grants a nominal and inconsequential reduction to the drive way width." "Finally, the proposed site layout, which is possible through utilization of the Modification Request for reduced driveway width, produces a building design that is supported by several City Plan Policies. These policies are: targeted infill and redevelopment within transit served locations (LIV 5.1), reduced visual impact of parking from primary pedestrian streets and public spaces (LIV 30.4), the creation of a more pedestrian -friendly environment through parkway buffers and generous sidewalk widths (LIV 30.4), the creation of parking structures that do not dominate the street frontage (LIV 30.5), reduced land devoted to surface parking lots (LIV 30.6), and transform through infill and Redevelopment (LIV 35.4)." Item 1 Page 12 Agenda Item 1—August 14 Continued Hearing Land Use Code Modification Criteria: "The decision maker may grant a modification of standards only if it finds that the granting of the modification would not be detrimental to the public good, and that: (1) the plan as submitted will promote the general purpose of the standard for which the modification is requested equally well or better than would a plan which complies with the standard for which a modification is requested; or (2) the granting of a modification from the strict application of any standard would, without impairing the intent and purpose of this Land Use Code, substantially alleviate an existing, defined and described problem of city-wide concern or would result in a substantial benefit to the city by reason of the fact that the proposed project would substantially address an important community need specifically and expressly defined and described in the city's Comprehensive Plan or in an adopted policy, ordinance or resolution of the City Council, and the strict application of such a standard would render the project practically infeasible; or (3) by reason of exceptional physical conditions or other extraordinary and exceptional situations, unique to such property, including, but not limited to, physical conditions such as exceptional narrowness, shallowness or topography, or physical conditions which hinder the owner's ability to install a solar energy system, the strict application of the standard sought to be modified would result in unusual and exceptional practical difficulties, or exceptional or undue hardship upon the owner of such property, provided that such difficulties or hardship are not caused by the act or omission of the applicant; or (4) the plan as submitted will not diverge from the standards of the Land Use Code that are authorized by this Division to be modified except in a nominal, inconsequential way when considered from the perspective of the entire development plan, and will continue to advance the purposes of the Land Use Code as contained in Section 1.2.2. Any finding made under subparagraph (1), (2), (3) or (4) above shall be supported by specific findings showing how the plan, as submitted, meets the requirements and criteria of said subparagraph (1), (2), (3) or (4). Applicant's Justification: The applicant has provided a modification request, attached to this staff report. The Applicant requests that the modification be approved and provides the following justification for Criteria 1,3and 4: Criteria (1): the plan as submitted will promote the general purpose of the standard for which the modification is requested equally well or better than would a plan which complies with the standard for which a modification is requested. Applicant's Justification for Criteria 1: "The Applicant has undertaken a geometric study of typical car turning radiuses to verify that the proposed 24' driveway width provides adequate vehicle maneuvering clearances between the proposed facing garages. These exhibits are attached. The results of this study indicate that a 24'-wide driveway sufficiently allows the 90 degree head -in and back -in movements of a vehicle into each garage as well as the outbound 90 degree back -out and Item 1 Page 11 Agenda Item 1—August 14 Continued Hearing Recreation & Contextual Amenities: Located immediately southeast of Colorado State University's campus, residents can easily access CSU's numerous recreation facilities. The proposed PDP is adjacent to numerous restaurants and retail stores along South College Avenue as well as Spring Park to the south east of the project site. Recreational facilities will also be made available to residents of the PDP at the adjacent State on Campus student housing development. These include the use of exterior landscape courtyards, pool, hot tub, fire pit seating areas, climbing boulders, and volleyball courts. Interior study lounges, media lounge, fitness rooms, and game rooms will also be made available to the PDP residents. Staff Recommendation: In order to increase the number of unrelated persons who may reside in individual dwelling units, the applicant must provide sufficient additional amenities to sustain the activities associated with the project, adequately serve the occupants, and protect the adjacent neighborhood. Staff is supportive of the mitigation efforts outlined in the applicant's request. In this case there is only one 5-bedroom unit and the size of the project is relatively small. The standards of this section are addressed through the provision of nearby amenities and management available at the State on Campus development and through the design of the 5-bedroom unit, which provides rooftop amenity space above the 5-bedroom unit in addition to adequate living space and bicycle storage facilities within the unit, as well as the guest parking provided at the State on Campus development as approved with the Minor Amendment attached with this staff report. 4. Modification of Standard Request to LUC Section 3.2.2(L)(1) -- Driveway Width Land Use Code Standard proposed to be modified: Driveway widths for all two-way drive aisles are required to be at least 24 feet in width in accordance with Table A of this code section, and in cases where garages are located along both sides of a drive aisle, this code section states: When garages are located along a driveway and are opposite other garages or buildings, the driveway width must be increased to 28 feet. Request for Modification. The applicant requests a modification to allow the drive aisle between the garages to be reduced from 28 feet to 24 feet. Item 1 Page 10 Agenda Item 1—August 14 Continued Hearing 3. All ground units that face a street are ADA compliant units that have street -facing porches that are directly and individually accessed from the public sidewalk by a connecting walkway that is at least six (6) feet in width. 4. All ground units that face a street with a transit stop that fronts the building are affordable housing units, each having a street -facing stoop that directly accesses the public sidewalk by a connecting walkway. 5. A project is within an area in the Downtown that is designated in the Downtown Plan as allowing "main street storefront" buildings with zero or minimal setback. F. Section 3.8.16 — Occupancy Limits; Increasing the Number of Persons Allowed This requirement is triggered by the 5-bedroom unit proposed. This section limits the maximum occupancy allowed per dwelling unit in a single-family, two- family or multi -family dwelling to either: (1) one (1) family as defined in Section 5.1.2 and not more than one (1) additional person, or (2) two (2) adults and their dependents, if any, and not more than one (1) additional person. The above limitation requires that any units with more than 3 bedrooms address an increase in occupancy based on the following code provision (underlined for emphasis): Increasing the Occupancy Limit. With respect to multiple -family dwellings, the decision maker (depending on the type of review, Type 1 or Type 2) may, upon receipt of a written request from the applicant and upon a finding that all applicable criteria of this Code have been satisfied, increase the number of unrelated persons who may reside in individual dwelling units. The decision maker shall not increase said number unless satisfied that the applicant has provided sufficient additional amenities either public or private. to sustain the activities associated with multi -family residential development, to adequately serve the occupants of the development and to protect the adjacent neighborhood. Such amenities may include. without limitation passive open space buffer yards, on -site management, recreational areas plazas courtyards outdoor cafes limited mixed -use restaurants parking areas sidewalks bikeways bus shelters shuttle services or other facilities and services. The applicant's justification for increasing the occupancy of the residential unit includes the following summary. The applicant has provided a formal request for increased occupancy, with the full narrative and justification attached to this staff report. On site manager: The adjacent State on Campus student housing development operated by the Applicant features 24-hour, on -site management services which will extend to the Phase 2 development. This allows residents to have noise, maintenance, or safety concerns addressed at any time of day. Safe Pedestrian Spaces: The streetscape along South College Avenue will add to the pedestrian experience by providing street trees, built-up planters, grass parkway, lighted bollards, and convenient bike parking. Item 1 Page 9 Agenda Item 1—August 14 Continued Hearing A fiber cement panel system supplements the masonry pattern used on the building facades that are visible from the street, with the cement panels used more extensively on the interior - facing garage facades. An appropriately scaled reveal pattern is incorporated into the cement panels with a'/z inch spacing to provide a noticeable shadow line with the reveals. In compliance with 3.10.5(E) TOD Character and Image — Walls Fences and Planters, brick and cast stone planters are used along the College Avenue frontage to help provide appropriately -scaled detail consistent with the TOD standards that encourage the use of planters that match the building facade. In compliance with 3.5.2(B) Residential Building Standards — General Standard, staff finds that the proposed single-family detached building design continues to meet the standards of this section by providing adequate architectural articulation and variation, with distinctive building entrances that are oriented towards the public streets in accordance with the general standard. In compliance with 3.5.2(D) Residential Building Standards — Relationship of Dwellings to Streets and Parking, all of the dwellings are oriented towards a street or connecting walkway in accordance with the standard. In compliance with Section 3.5.30(E)(3) — Minimum building setbacks formulti-family dwellings, the PDP proposes a reduced arterial building setback along South College Avenue from 15 feet to 10 feet. This is permitted provided that one of the five following criteria is met. Staff recommends the approval of the reduced setback based on the plan's compliance with exception #2 below. The project provides extensive landscaping and tree quantities beyond the minimum requirements, with low brick planter walls and appropriate design details to provide pedestrian interest, comfort and visual continuity in compliance with the standard. Additionally, the reduced setback from 15 to 10 feet is reasonable given the lower, two-story height of the proposed buildings and the wide 10' detached sidewalk provided along the College Avenue frontage, which provides outdoor public space and additional setback depth from the street to the building face. Additionally, the proposed building, with the 10 foot building setback behind a proposed 10' sidewalk, is set back farther than the 4 story State on Campus building directly to the south, in which the building face is located approximately 3.5' behind a T sidewalk. Minimum setback from the right-of-way along an arterial street shall be fifteen (15) feet and along a non -arterial street shall be nine (9) feet. (a) Exceptions to the setback standards are permitted if one (1) of the following is met: 1. Each unit side that faces the street has a porch and/or balcony that has a minimum depth of six (6) feet (as measured from the building facade to the far side posts, railings/spindles) and a minimum length of eight (8) feet. If more than one (1) side of a unit faces the street, then only one (1) side is required to comply. 2. An outdoor space such as a plaza, courtyard patio or garden is located between a building and the sidewalk, provided that such space shall have landscaping low walls. fencing or railings. a tree canopy and/or other similar site improvements along the sidewalk designed for pedestrian interest comfort and visual continuity Item 1 Page 8 Agenda Item 1—August 14 Continued Hearing which links the development and College Avenue sidewalk to the State on Campus and other nearby destinations. The drive aisle configuration and site access has been reviewed and accepted by Poudre Fire Authority and the proposed plat provides the necessary emergency access easements. A Modification request is required with the PDP to reduce the drive aisle width between the proposed buildings from 28 feet to 24 feet. This is discussed later in the staff report. C. Section 3.2.4 — Site Lighting A photometric plan is provided with the project that complies with the lighting levels and design standards of this section. Building and drive aisle lighting is provided by down - directional and sharp cut-off fixtures. D. Section 3.2.5 — Trash and Recycling Enclosures The project provides a fully screened trash enclosure with walk-in access to recycling and waste containers in accordance with the requirements of this section. The enclosure is finished with brick which provides a high quality appearance consistent with the building design. E. Section 3.5.1 Building and Project Compatibility; 3.5.2 Residential Building Standards; 3.8.30 Multi -family Dwelling Development Standards; Division 3.10 Development Standards for the TOD Overlay Zone The PDP proposes building elevations for the two multi -family buildings that meet or exceed the design and articulation requirements of these sections. The building design provides variation in massing, juxtaposed materials and forms, and varied patterns of recesses and projections that provide vertical and horizontal interest, breaking down the overall scale of the buildings. Unit entrances face streets and walkways, with entrance canopies used to define the individual unit entrances. Unique, varied door designs are incorporated into the unit entrances to provide additional visual interest and building variation. The use of materials and patterns is balanced with an appropriate proportion of brick used on the facades that have prominent public views. Colors and textures used are appealing and help emphasize and articulate overall building forms. Garage doors include windows to provide more detail. This is intended to help enhance the appearance of the garage areas where portions of the facade may be seen from College Avenue. In compliance with 3.10 5(C) TOD Character and Image — Materials and Colors, brick masonry and cast stone accents provide a high quality appearance around all four sides of the buildings. The north and south elevations provide different material patterns, with additional masonry used with the north elevation which will be visible from South College Avenue. A base course of brick and cast stone is used along the interior facing building facades adjacent to the garage doors, with masonry wrapping the ends of the interior facades to provide a cohesive, four-sided masonry design. Item 1 Page 7 Agenda Item 1—August 14 Continued Hearing areas to obtain approval for the reconfiguration of these areas prior to the final approval of this PDP. B. Section 3.2.2 — Access, Circulation and Parking Parking quantities for the proposed multi -family use are provided in excess of what is required in the TOD zone. Parking is provided on a per -bedroom basis. Multi -family dwellings and mixed -use dwellings within the Transit -Oriented Development (TOD) Overlay Zone shall provide a minimum number of parking spaces as shown in the following table: Number of Number of Required Required Parking Bedrooms/Dwelling dwellings TOD Parking Spaces Provided per Unit proposed Parking Per Dwelling unit Ratio Per Unit / required Dwelling per unit totals Unit proposed One or less 1 0.75 0.75 1 Two 1 1 1 2 Three 7 1.25 8.75 14 Four and above 1 1.5 1.5 3 Total 10 12 18 Additionally, because all of the parking provided is in enclosed garage spaces and cannot be easily shared between tenants or accessed by guests, the applicant has agreed to provide ten additional guest parking spaces within the State on Campus surface parking lot located at the northwest portion of Lot 1 of the Choice Center Second Filing. A Minor Amendment has been approved to Lot 1 of the Choice Center Second Filing that confirms that the ten spaces shall be available for the use of this PDP. In accordance with Section 3.2.2(K)(5) Handicap Parking, one van -accessible handicap parking space is provided within the garage space of Building A, Unit 104. This Section requires that one handicap parking space be provided for parking lots that contain 1-25 parking spaces. Parking lots are defined in Article 5 of the LUC as an off-street parking area or vehicular use area. In addition to the handicap space in Unit 104, one shared handicap parking space is provided in the existing adjacent surface parking area of Choice Center Lot 2 to the south of the project, as approved with the Minor Amendment attached with this staff report. Bicycle parking is provided in accordance with the standards that require one bicycle space per bed. A total of 29 beds are proposed and 30 bicycle spaces are provided. 60% of the spaces are required to be interior spaces and the plans provide alcoves within the garages of each unit with bicycle racks to satisfy this requirement. Sheet 7 of 9 of the PDP plans show a detail of the garage spaces and bike accommodations. 12 additional spaces are located outside on the south side of Building A for guests and occasional use. In conformance with the Purpose. General Standard and Development Standards described in this section, staff finds that the parking and circulation system provided with the project is adequately designed with regard to safety, efficiency and convenience for vehicles, bicycles, pedestrians and transit. A ten foot wide sidewalk is provided along the College frontage and an east/west sidewalk and enhanced crossing is provided to the north of the development Item 1 Page 6 Agenda Item 1—August 14 Continued Hearing B. Section 4.21(D) Land Use Standards This section states that the maximum building height shall be four (4) stories. The project proposes two story buildings in compliance with this standard. C. Section 4.21(E)(2) Development Standards —Site Design This Section states that: (a) Pedestrian -oriented outdoor spaces shall be placed next to activity areas that generate the users (such as street corners, shops, stores, offices, day care and dwellings). Because liveliness created by the presence of people is the main key to the attractiveness of such spaces, to the maximum extent feasible, the development shall link outdoor spaces to and make them visible from streets and sidewalks. Sculpture, kiosks or shelters are encouraged to be prominently placed in outdoor spaces. (b) In multiple -building developments, outdoor spaces and landscaped areas shall be integral to an open space system in conjunction with streets and connections, and not merely residual areas left over after buildings and parking lots are sited. Staff Analysis: This infill project is integrated with and contributes to existing open space systems and street, sidewalk and trail connections in the vicinity of the project in accordance with this section. This PDP provides pedestrian -oriented outdoor space by way of a new widened 10 foot sidewalk and 7 foot tree lawn along the College Avenue frontage, not just in leftover areas of the site. The new sidewalk links the development to other outdoor spaces nearby (Creekside Park, Spring Creek Trail) and to surrounding activity areas (retail, restaurants and services all along College Avenue. and the CSU Campus). Another pedestrian connection is also maintained to the north of the site, which links the development to the State on Campus amenities. The development also provides attractive dwelling entrances, with brick planters and 10 feet of landscape depth visible from the College Avenue frontage. This configuration satisfies the site design standards of Section 4.21(E)(2) in a manner that is appropriate and proportional to the proposed project. 3. Compliance with Article 3 of the Land Use Code — General Development Standards The project remains in compliance with all applicable General Development Standards with the following relevant comments provided: A. Section — 3.2.1 Landscaping Street trees are provided at approximately 40-foot intervals along College Avenue and the connecting walkway to the west of Building B in accordance with the standards of this section. All building frontages, sidewalks and parking areas are adequately landscaped in accordance with the minimum requirements, with deciduous shrubs, evergreen shrubs and perennials provided with appropriate plant spacing. The PDP shows off -site landscaping to the north and west which is required along with the reconfiguration of drive aisles, curb/gutter and walkways in these areas. The developer is required to submit Minor Amendments to these Item 1 Page 5 Agenda Item 1—August 14 Continued Hearing COMMENTS: Background: The surroundinq zoninq and land uses are as follows: Direction Zone District Existing Land Uses North General Commercial (C-G) Choice Center Building 3 — commercial/retail South General Commercial (C-G) Choice Center Building 2 — mixed use building with multi -family residential and commercial/retail (This is a student -oriented housing development formerly known as "The Summit", now called "The State on Campus" East General Commercial (C-G) Commercial uses West General Commercial (C-G) Choice Center Second Filing Building 1; Lot 1 — The State on Campus multi -family residential Land Use History: The property was annexed into the City of Fort Collins with the South College Consolidated Annexation in December 1957. The property is currently addressed as 1751 South College Avenue and had operated as a retail store with vehicle servicing owned by Discount Tire. In April of 2013 the roof of the Discount Tire collapsed due to snow, and the building was later demolished. The property was sold to the owners of the Choice Center multi -family student housing development adjacent to the property to the south and west, formerly known as 'The Summit', now called "The State on Campus." 2. Compliance with Applicable General Commercial (C-G) District Standards: The project is in compliance with all applicable General Commercial District standards with the following relevant comments provided. Language in this staff report that is taken directly from the Land Use Code (LUC) is shown in italics, with certain relevant elements underlined for emphasis. A. Section 4.21(B) — Permitted Uses The proposed multi -family residential land use is permitted in the General Commercial District. Multi -family developments with less than 50 units or 75 bedrooms are subject to a Type 1 administrative review and public hearing. Item 1 Page 4 Agenda Item 1—August 14 Continued Hearing VICINITY MAP: Choice Center Filing 3 Multi -family N Project Development Plan W E 500 250 0 500 Feet S Item 1 Page 3 Agenda Item 1—August 14 Continued Hearing OWNER: Core Fort Collins LLC 2234 W North Ave. Chicago, IL 60647 RECOMMENDATION: Approval EXECUTIVE SUMMARY The Choice Center Third Filing Project Development Plan (PDP) complies with the applicable requirements of the City of Fort Collins Land Use Code (LUC), more specifically: • The PDP complies with process located in Division 2.2 — Common Development Review Procedures for Development Applications of Article 2 — Administration. • The PDP complies with relevant standards located in Division 4.21, General Commercial (C-G) of Article 4 — Districts. • The Modification of Standard to Section 3.2.2(L)(1) to reduce the garage drive aisle width meets the applicable requirements of Section 2.8.2(H), and the granting of this Modification would not be detrimental to the public good. • The PDP complies with relevant standards located in Article 3 — General Development Standards, provided that the Modification of Standard is approved. • The PDP complies with the criteria in Section 3.8.16 — Occupancy Limits to increase the occupancy of the PDP. Item 1 Page 2 Agenda Item 1—August 14 Continued Hearing PROJECT NAME Choice Center Third Filing Project Development Plan — PDP 160042 STAFF Jason Holland, City Planner PROJECT INFORMATION PROJECT DESCRIPTION: This is a Project Development Plan (PDP) for a multi -family development at 1751 South College Avenue. The site is 0.35 acres and was formerly occupied by Discount Tire. The Discount Tire building has been demolished and the site is presently used as surface parking for the State on Campus mixed use residential development adjacent to the west (formerly known as the Summit; approved as Choice Center). The applicant for this PDP, Core Spaces, also owns and manages the State on Campus development. The project site is located in the General Commercial (C-G) zone district and is within the Transit -Oriented Development (TOD) Overlay zone. Ten multi -family dwellings are proposed in two townhouse -style buildings. All of the units include garage parking spaces that satisfy the required off-street parking requirement. Ten guest spaces are also provided in the existing State on Campus surface parking lot located at the northwest portion of Lot 1 of Choice Center Second Filing. A Minor Amendment has been approved to Lot 1 of Choice Center Second Filing that confirms that the ten spaces shall be available for the use of this PDP. The Minor Amendment also provides an additional shared handicap space for the PDP, located on Lot 2 of Choice Center south of the project. A Modification request is also required with the PDP to reduce the interior drive aisle width between garages from 28 feet to 24 feet. Additionally, one of the proposed units contains 5 bedrooms and an occupancy increase request is provided for this unit. APPLICANT: Mark Goehausen Sr. Development Manager Core Spaces 1643 N Milwaukee Ave, 5th Floor Chicago, IL 60647 Item 1 Page 1