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Home My WebLink AboutLand Use Case.800 S Mill St.0074.2015.ASLU0074.2015.ASLU 800 S MILL ST 8040 GREELINE EXEMPTION 273718276800 j 56.rcx ,) *-~ G .- 1 64â‚¬*f, 1 1 j 544 1 44, THE CITY OF ASPEN 130 SOUTH GALENA STREET ASPEN, COLORADO 81611-1975 ~ Printed On Recycled Paper External Media Imported Here ~ M-006012 1,1 RMMI GENERAL NOTES PROJECT INFORMATION SYMBOLS INDEX 1 4lt E. Ihm k PROJECT: FiFTH AVE CONDOMINIUMS APPLICABLE BUILDING CODE. 20091.8 C -a, 0 11*11 1 A ......... I A.A DCal,~7 ./1* CO,Cr....E , 4./.Â»,GlaPECED;18,0UllonFED,Ynâ‚¬C'.g.V.BJ'll 800 SOUTH MILL ST. CODES ENERGY CODE 2009 IECC AO.0 COVER SHEET / PROIECT INFORMATION Dll C & D LEVEL FOUR DEMOUTION PIAN 6.1 51 0 EVIA G- PLAN; AND SEGIONS ('70 m.102 ~ C' F. CCÂ»gr;M-KI.,E;B. Mâ€¢DE A PART...CT ./.01 ...loN........ ~TEma......11* 011 ASPEN, CO 81611 PLUMBING CODE: 2009 ]PC AO I APPROVALS / ADDI#ONAL PROjECI INFORMATION *14 C & D LEVEL FOUR FLOOR PLAN . n (1 ENU 6 PLANS AND LECTION; MASONRY DOUENTS EMEr.A,E,OED...ES,RE....... .-fLOCALCODE.OD-IC, MECHANICAL CODE 2009 IMC AO) BUILDING AREA INFORMATION 02 5 C & D LEVEL FIVI DEMOUION FLAN . ST Q EMU G MANM AND SECTIONS AVAUaE Fal le]ECT10,IAT DE OF;ICE InE AROITECT PARCEL ID: 273718276800 ELECTRICAL CODE: 2011 N E C. FIREBRICK \/'ggy\ AO.] BUILDING AREA INFORMATION Al.5 C & D LEVEL FIVE FLOOR PLAN iT O EMU 6 MANi AND SECTIONS i .EctÂ»Bl,COR...........WETY..... FIRE/LIFE SAFETY 2009 IFC SURVEY D26 C & D LEVEL SIX DEMOUTION PLAN n Q EMU 6 PUNS AND SECOONI 8 11/ CE,rA,C DOC~EN~S CO,8,U CF./ -Z IE ~~AL.. ~,glf#~ERnESO-~CllFORCO~-CE,nt Al,6 C & D LEVEL SIX FLOOR PLAN , n 0 EMU G MAN; AND SECTIONS GROUP I PERMIT #: T.B D FUEL & GAS CODEÂ· 20091 F.G C. FACE BRICK \/7 4 1 OF 2 IMPROVEMENT & TOPOGUPHI[ SURVEY . 9 0 ENU G PUNS AND SECTIONS *-~-em,CHA~COO~ATI,!ENCCOr,AM m Â¥E0E91.AlÂ®51ATEOS.HA~~AAnD,eA,O FORnâ‚¬PNOTECmONOFAU ASPEN LAND USE CODE 2 01 2 IMPROVEMENT & TOPOGUPHIC WRVEY A].IE BLDG. CID EXISTING ELEVATIONS .Â· W C]ENLAG PLANS AND SECTIONL architects K ...ENS-IKNECTIEME.......0Ca02016 DESCRIPTION: SEE ATTACHED PLAT OCCUPANCY R-2 CIVIL WE BLDG. (&D E]05!ING ELEVAUONS 0 51 [4 EMU G PUN; AND SECTIONS IOICATEO OR REAÂ»-rlanÂ»,Nly,E CF Y DOCX~er!5 + I ,Kn,Al,180&48,8,01,tE,mTOT,EOW'~ 8UPPLÂ£~/THOU@IFUr'CO,gEÂ»ALL I.,Cf,lmEBI'l LEGAL FIFTH AVENUE DFSC COMMON AREA CERWIC TILE FiluEFE Al.2E BLDG C&D EXISTING [LEVATIONS . Â· il (4 EMU G PLANS AND SECTIONS , i 0-e.=I.Â·DBOTEBMOT TOSCi,LE TYPE: CO mLE PAGE AME BLDG. (&D E](InING ELEVATIONS 1 W U ERA G PLANS AND SECTIONS C .........,.............. (~~ANCE ZONE DISTRICT. l./PUD CONSTRUCTION EXISTING (-TYPE WA ASSUMED) 01 OFFÂ·SITE BAINS . 2 ST DI EVIA.G PLAN; AND LECTIONS e. N,Ds,WI/,0CR~DF0I........C~Fâ„¢~,le~I , CON-1<...~11/,Â¥ 1,0 CDC'./.4il./06/."*FLO(*5 IUX HEIGHT N/A TYPE: CONCRETE Q BASINS A].IF BLDG.[AD FINMH ELEVATIOU . 3 ST D! ENLA-G PLAMS AND LE[TnON 5 a-YWN' I. ~FPROPIWE./. ..........1*emor./AL -a-CAL CONCRETE BLOCK .R.:M..i*P. O WB-BALINL lulf BLDG. [ED FINISH ELEVATIOE 4 ST Di ENIA G PUN; AND SECTIONS ".INIG<u.T..--G SPRINKLER. NOT REQUIRED [4 ULCULATIONS A]]F BLDG CAD FINISH EUVATIONS . 5 7 01 EVIA G PLANS AND SECTION j o nESEDOC,11Â®r88.DIBIOED.,CUUCE.Ul,1,8001,TUUS PROPERTY 37,936 SF (.87:t ACRE) INSULATION ENERGY REQUIREMENTS EXISTING CAST.INÂ·PLACE ~. ~ [5 GRADING AND DMINAGE A].4F BLDG [ID FINISH ELEVANONS & . 6 ST DI ENIA G PLAN; AND LECTIONJ E.JIP'hl AND SER.ES REQUEI) TO....E~ AL W."E.-0 . CON,RACTâ€žWI.-1-el...El-MG AREA: â€žd PRECAST O LAYOUT DOOR AND WINDOW LEGENDS . 7 ST 03 ENIA 6 PLANS AND SECTIONS - 4--J IERE. ~Sllâ‚¬RÂ£5Â©ON@BUTI'.91[CO~~An)RTOUR~InE CoxxÂ»All ./.n...* ./ acc. PROCIES 0-.TWEARCH~ECT//0,0Â¥~C,1./.0100- DESIGN CRFERIA ROOF SNOW LOADÂ· 75 PSF O UYOUT 2 . 8 ST 03 ENLA G PUNJ AND SECIIONS MAX HEIGHT: EXISTING. NO CHANGES GROUND SNOW LOAD 105 PSF LIGHTWEIGHT E->I-J-I-I-I-J| . 9 ST DJ ULA G PLANS AND SECTIONS CCNSTRUCT,04*0101,GTO'l~Jm,mO,18/MIDOC-rs rr:5 . .....CE --- ASSâ‚¬Â»1/.STÂ»,GIB CCÂ»Er,ONS (8 STORM DRAIN MIOFILES I *I~NSaLITY OF DE ARCIe(7. PROVEJE DET.SA,0/GR 8EFOEE.,mISC,Eâ„¢KNIO, GRADE LINE: EXISTING. NO CHANGES WIND SPEED: 90 MPH, 3 S. GUST, EXP. B (9 STORM DUIN PROFILES 2 ..0 0 93 ENLA G PLANS AND SECTIONS 0~CT0~ RE...BI W-..........10 SEISMIC C CIO DETAIU . 1 W D]ENU G PLANS AND SECTIO CONDmONS . WlgE NE~ECUD,1 . DOCU,ENrs 0 -I........B~*113....REDe.-Fll SETBACKS. EXISTING WEATHERING. SEVERE EARTHWORK [1! EROSION COROL - FROST DEPTH UNDISTU Â®**60 C,2 mt WAI -NOT INCLUDED WITH UND USE APPUCATION" E ./.USPROPOED'la,JBSIATLmON.THOSESPECFED.C,UED ALLOWABLE 1.1 ({EXISTING}ASSUMED) TERMITE/DECAYÂ· NONE TO SUGHT ''Â»>b 1 011 Al[MITEGUIAL ME DEMOUTIOÂ« PUN I an / TMACE ,0- I nâ‚¬/ 000,1~/1,u' p~-TED TOTIE P ...le. CTDOO~JIVEDC~!06//ACCAâ€¢. FLOOR AREA ARCHITE[TURAL: M.12 STAIL DECK & RAIL DETAILS WINTER DESIGN TEMP -16 DEG F A,Â¤rECT F..IER I. 0im,CrOR mli,U &0.ra-LÂ£8.. COÂ»FN-0 'HAT Al. *3% I DUC ASE / DOAN .... P~XEEÂ«G (FAR): DISTURBED E - . < 41 Ad.13 WAIL DER & RAIL DETAILS IOL,el DE ARDÂ«TECT. A,0. I. ESBUFLE'... #01 F DGE *AN' OLEnDE REG,1,~G Tâ‚¬SE C ICE SHIELD YES, 6' UP FROM EAVE IE,IE,ED. nEARCI~ECTUEFC,En.*0.1//0,ED .... cle Â¢00~~i, 0Â£rÂ·CÂ» i DE CC,6RICT0R 2 1~501,LE FC* PROPOSED EXISTING, SEE SHEET AO 3 FOR EXTERIOR CHANGES FLOOD' FEMAMAP 6/4/1987 STONE/GRA\EL Al.1 ARCHmITURAL Sm FUN ..../.-08,1FLES ............... CUTAÂ»*,GOLAR,CArDâ€¢,im~nE,M],r-ECTEFOIEmOCE,101Â¥nâ€¢ FLOOR AREA: DUE TO LIFE SAFETY IMPROVEMENTS A]R FREEZING INDEX: 1694 POROUSFILL le . 4Â·Â· Â· l A9.2 EmRIOR CADDING DETWLS i *,AU' ~,IOVED,01O~P~CED#110,l-Â¢110,0-AT- ~K~ORFEAEWDE*.0~nok MEAN ANNUAL TEMP 40 DEG. F 89.1 EXIERIOR CADDING DETAILS & WAU MiEMBLIES ; 0,m~CT//E &*C,RACTO.....REQUE./Al SPECIAL STRUCTURAL- STEEL AND SOILS SITE CLASS PER SOILS REPORT OR ENG D2.0 C & D BAWMENT DEMOLTION PLAN , A9.] MISC. DETAILS I ....R Iâ‚¬ ~WE,Â¥r nmÂ¤( I.(BERI,L CO,mUCTOR VI,EN... . 2,Â£11~16CalNez./.CIFT~ELPATC-K~.-0.N INSPECTIONS: NSULAnON A].0 C & D SUEMENT LEVEL FLOOI PLAN 1 Lfrn,na,/ORIER REQ.......ilmLSTO' IECESS.I.'lm'UÂ¥0."i{)15/" . */ICEaC-*IOF SUMMER OUTDOOR DESIGN 81 DEG F SOILS: REF HP GEOTECH REPORT NO. 115 086A, INDOOR HUMIDITY 35% BATTjBLANKET D2I C & D LEVEL ONE DEMOUTION PLAN -CE I AE,1,/E ABNOT. [EAÂ¥ WO,Â«11 ~ROI. arm,&â€¢Atall,AOR.-I......y=&.. rm;varl SCOPE,wom[*EVE DE ca,â„¢,cm,1 iNCÂ»,1,E - APRIL 10. 2015 LOOSE FILL Al. 1 C & D LEVEL ONE FLOOR MAN F A.~GEâ€¢SFOR,~T,TV~M...D...S~-mDI TOPEEÂ¥0~SUCH.....I Dl.2 C & D LEVEL TWO DEMOUnON PLAN >1 mi~,0./.cr'll./...IllÂ¥.~mN~v,GE RIGID Al.1 C ID LEVEL TWO HOOK PLAN m6,~ AD/AlgAGEOUS De,NIERIÂ¥,~lOR A LES~ Pla~ Wmi . NIOLEEr,Â¤(SREGN-'ll,18,1...DAAW,10$0RSPE,D.. Dl~3 CAD UVEL THREE DEMOUnON PLAN G Er TO Dâ‚¬ 8.ENT *,LE PID )6 VIman ..I - QUALIrl~ ARE To HE CU,RIED ~101 1- AMCHMECT,ER.....m.. Al.3 CAD LEVEL THREE FLOOR PLAN APmE,18â€¢NCE NE'TIOK ...........E p~OCEE,C.......ClaT....... FINISH MATERIALS: ~ForECT I ..ED.....A...58) FoR Segmm, I ............ MODUCY .CFED . .11......SSCALiEDOUTASE]~NG ABBREVIATIONS ACOUSTC TILE El[111111111 0 ..........PUE.....#/ACCOf~NCE'â„¢ T AR.....05./.LE./..el/ECTEDIUm,10 -T PRACTKEE , -lE mADE AIK, *Ct,eSRECC#nO,0 FOR ColeTNUrn[N CONTRICIOR' =*/)4 SLNK,6 .., FBÂ£110 GLASS nE ,~,Â¤AIR,91 Alll. I EeA - I. AFJ - .OED - EX- BE[ - - CAULK and SEALANTS PROJECT SCOPE . .op CR,-05 ...ta-Â·ral l. TEr FOR IS CR e ACCK . -.- - m~El, meE CUEDFCH ANn'â€¢E~ 14 9Â£22 00<U~S ~VEW k . -./ E.C --- 60. =- SEAL,Un - I .DE / nâ‚¬ ARCH,ECI 000. DE ... EEG,L NK) .... '0(le =-, - Ac PL -Il. B - E 11.,1- =' ==- WRACKEl ROD ~====ZZZE'.1 .....11/ le,E~IED./Â«3& aSET TD ~Pl,Caer,/ .T .... 2- ~â‚¬CH .GL -- RE=m)//8-LESâ€¢PAR'.0.'E rÂ· 2- 911 -0 .C ..1,-fl~ 5 =- JOINT ALLER This Document Set pertains to only Building C and Building D (Phase 2), of the Fifth Avenue Condominium EQ - - A[>1 D.* - ...or'll complex, See Key Plan and Site Plan(s). EXCAV * m - . -- ESC -- . ~*~ EXZT - .. STC .,-,0---v- p .. .f D . -*I SETANG BEDS Project: This is a repair project. The primary construction goal of this project is demolish and remove existing EXISTING CONDITIONS NOTES .T .- - .-- . n. ..1./* q...1 SANDVORTAR ~ extenor stair and walkway systems, decks & balconies, and associated site wor'k. These items will be replaced l - 97 - . S I. Pl ASTER * ./. I-.I - *- m ... 4.0 * 0 -d -- ..... with new stairs and decks of the same general configuration, and constected primarily with exposed structural FID - ..- * -' steel and concrete. Site elements and drainage within the impacted disturbance area will also be updated as 80 - 1. PLAN LAYOUTS REPRESENTED ARE BASED ON Ki> ;2 = -C- -'...- METAL 4 *. .LF.A ... en 4 .a. m *. dictated per code, or as required to support new construction. Facade treatment will also be accomplished with a AS-BUILT DRAWINGS RECEIVED 2014.03.17 FROM f' =I 'I .- :M =r IA - ALUMINUM 1*Zf* F.* .m SQL - partial demolition and partial residing and/or repair in impacted areas, (see Elevations). All operable windows to TRUE DIMENSIONS AS PART OF OWNER-SUPPLIED a alo-t I :=- moR - STEEL .C .0, ... - -! be replaced with exterior metal clad windows with same size, hand, and operation (see Elevations). Extenor INFORMATION. 85MT - ~ .-- .4. - mule- *,- LARGE SCALE doors to be replaced with door of same size, hand, and operation. . 2. ELEVATIONS REFERENCED ARE BASED ON DRAWINGS .1- STEELÂ· ZOJ .. N. ..... R =r SMALL SCALE RECEIVED 2014.03.10 FROM HIGH COUNTRY 00(. -- FRT - â€¢RC ......1 'r. * 0 - 51 -1 CODE / APPROVAL INFORMATION ENGINEERING . BEV -14,0 == -. - emuM- 9 - , I. U -- WOOD I = UCO ..... 'Uâ„¢ -- Fuf . - This Document Set penains to only Building C and Building D (Phase 1), of the Fifth Avenue Condominium Ft -S~r, -- TEL -- FINISH I .S -- lo Ok ./-- 25 ,~111 T. -- 1 6 = . -. ROUGH FRAMING 0â€¢1 - - .... BLKG -CONTINUOUS complex. See Key Plan and Site Plan(s). 1 m = % ~w, C f - =- :=1 6. 1- -- BLOCKING = W =- 7 =-- DISCONTINUOUS | <- ~ This project requires no land use changes, no change of occupancy, and paths of egress will not be = I-LI FUT Un ts.1 TG u./*2Â», substantially altered. Due to highly impractical issues in meeting current Code, this will remain a . , 1., 00 ..- TA -- SHEATHING. [3#E===4 0 1 ...6.: - - TAL LARGE SCALE non-compliant project. CFT - OH - TO.CONC & RL PNT * T. EF Top TEMPERED BR{>03403 ARCHITECTURAL SYMBOLS 128 -- , I. 2 r 4 en i rri C. Â¢-.0- l -./ aBLK ~% M - HARDBOARD Codes: Reference "Code Exception Request" document dated January 23, 2015 (Attached) and subsequent Q.Câ€¢U *-'M-orly. p B .. . M - acceptance (email) of February 19, 2015. This document concerns Fire Separation Exceptions, and .r. . 6. El, GIST ./. PTE .....C... U. - PLASTER/BACKING BOARDS Exceptions for stair rise & run, and handrail extensions. i i = 2 al 3 E-- . * GROUT w~111 LATH I LÂ»IFI - SAND and CEMENT . -I gr?k m * V.11 GYPSUM p. 0 - Additional Fire Separation: The west facade finishes of Building D (see Elevations and Site Plan) to be CY ..1 -- E =r ..T - . .0./. demolished and re-finished with 1-hour Fire Separation system due to it's proximity to Building D and prior m - *-* 3 5 - - discussion with Denis Murray. Â¥AR WALL BOARD | 0.0 â‚¬N GLASS MESH D- .. ...f, aR - - PLA~ -- Â¥ER - MORTAR BOARD NORTH ao - -W. . * " m - - m -d'.1-- -- Doors. As extenor egress doors are replaced they will be replaced with doors Fire-Rated for a 1 -hour Exterior co,E- PL. -- .b := Wall application. co-' C....1 1 -I' . .1 w. = =2= r E. F // /1 . ./ STONE CONC - P am. ~CT - STONE VEfER , 7/ /1 .1. #4 DET. CE 01-No NUMBER Z=& -/.%- O= *1. *- Zoning: Reference Zoning Review" document dated March 16, 2015 (Attached). This project does not I 1 *. FamED -r . ....4.-I increase floor areas Widening of staim and landings is necessar'y to meet current Code and increase Public 1 LEÂ¥ATKNIS 2.1./ ~Â£' .....1-ny .C -- MARBLE E-A CO~' CI--~ . - - CIP-N. -- 'U,1 - I. . al * CLL -- .=g = == Safety, Health and Welfare. PRELIMINARY E E- IS - 5% E-*C..... - - 1 =- . I. FLOOR COVERING ...11* WWF .....1...ElloNAND 2 Z~ . - ../. Exterior Storage. There are ski lockers associated with each unit of this condominium complex. Updating the Ele,rAT~NHI~3K;EOR-G~leER Cm ca,=, .C . - RESILIENT TILE RUBT - WIS := FLOORÂ»IG stairs and decks necessitates relocating these exterior storage units. In no case will there be more than 32 CE -- * CIRS. I.'. I. 6 EE-- RAID ... WÂ¥ ./0 ... square feet of exterior storage per unit. V LL#Â£.1~611SDE E .YD a.cy- Â¥,5 -- CS - . I.- RF- ...1Â»Imf # DATE ISSUED FOR CU FT -. : =. . -0 CARPET U2111111111 e- = =. *PT ./4 - Engineering Lot Disturbance Area for combined projects to be limited to 25% (9,484 SF - This Phase = 0,2 - . - - /*I. KCP ........ 09 - $, TETBO~G D. ./0 1/ ..2- -- 6,239 SF) of total lot size, Drainage and Water Quality requirement to be updated per City requirements, see 07.29.15 lAND USE APPLIC - . I. E I. Site Plan(s) I - S-OLS USED."//0.... *.. 1 -LAtx~.FLODal'fPE Et * - .11& ..... Â¢ 110-r LEELIE 2)(5 ~)snâ€¢â€¢ERED~FU~FROIITMCAL - :=r m I=,- C .- SEE SHEET AO.1 FOR ADDITIONAL PROJECT AND APPROVAL INFORMATION TO WAUL . S. :1 O . - Wn RD .r- , .. VICINITY MAP R . 1 - I - N - 0 9 - UM ~1* ... 1.- ./ C\) 2> â€ž/ CRN. -- W .. P :r LH . - .' ..... r BOO 901,mi MILL ST. AfFEN COLORADO ...... I. - i EE .... Dâ€¢ ** ti-t .DISKÂ»IDES*.I .sl -- Con,Duction $-1 @=ERDE81~~ uls ..â€že L. - DIRECTORY U - ARCHITECT Z GROUP ARCHITECTS CIVIL ENGINEER ROARING FORK ENGINEERING , Drewing Title 0 6/ .- 1.10 Date I ..mÂ«CE Â£ *TCOKL ~~,.,~0- ~ 10.1 :es, ne 4 Anpen 411 EAST MAIN ST. #205 0123 EMMA ROAD ASPEN, CO 81611 BASALT, CO 81621 ' PROJECT INFORMATION 970 925 1832 OFFICE 970.948.7474 OFFICE 970.925.1371 FAX CONTACTS, RICHARD GOULDING ~811~DDOTL~E CONTACTS SETH HMIELOWSKI RICHARDG@RFENG BIZ ).m-0(~LMS. ~ RANDY HENRIE CONTRACTOR RUDD CONSTRUCTION 'Sheet# 1 I....aED.Â£5 SETH@ZGROUPARCHITECTS.COM t A -iDO-ECCILNE - - FOR,QOPERTÂ¥./.RIES SURVEY : ARCHITECTURAL HEIGHT EQUATION BASALT. C081621 RANDY@ZGROUPARCHITECTS COM 123 PARK AVE 4 ' 1./1:t.(n b ~EDIM ' CLIENT FIFTH AVENUE CONDOMINIUMS HOMEOWNERS ASSOCIATION CONTACTSÂ·MARK PRZYBYLSKI FOR/0.i'E.~El) 800 SOUTH MILL ST 970-9274038 OFFICE ASPEN, CO 81611 MARK@RUDDCONSTRUCTION COM AO â€ž T00REM0FFPARTSOF0R~*~GS SURVEY ELEVATION 7993.55' = ARCHITECTURAL ELEVATION 100'-0" + - 808.@80. BUILDERS.0. ENGINEER. ALBRIGHT & ASSOCIATES, INC v v t' CONTACTS. BOB MAYER STRUCTUIAL . 5 I *Â·Â»s:. MIKE CRABB 402 PARK AVE. SUITE E. /*h DRAWING TITLE NANCI FREEDMAN CONTACTS JACK ALBRIGHT ORA-GTmE*S~f (FINISH FLOOR AT UNIT 104 NORTH EXTERIOR DOOR) MAC@ADESIGNINC NET BASILT. CO 81621 .V . \@HEEp' SCALE NANCI@NWFREEDMAN.COM 970.927-4363 OFFICE 5 4 1 1 w . JACK@ALBRIGHT-ASSOCIATES COM ~7Â¥12015 ./.Up A~~~Cm I 3Wld - SWAINIWOONO) 3fIN3AV Hlili LL9LB 03'N3dSV AU6 1 0 'IS 11101 HinOS 008 / 9 fts L (//[ #*1 SE# ZONING REVIEW EXCEPTION REQUESTS HOA COMPLIANCE ADDITIONAL PROJECT INFORMATION ' This Document Set pertains to only Building C and Building D (Phase ~ ..0.111 1 RECEPTION#Â· 618295 *19/2015 al F.im 4 ..78 Ct#ti#Â·41. , Â· ~ *Â£4:"Aâ€ž -9* P2%52 2), of the Fifth Avenue Condominium complex. See Key Plan and Site (970) 125Â·tel ' Plan(s). 11 28:50 AM. This project requires no land use changes, no change of occupancy, GROUP ~ 1 OF 2. R $16.00 Doc Code NOTICE Jailice K Vos Caudill Plik,n Co~int~' CO Aillili and paths of egress will not be substantially altered, Due to highly architects , January 23 2015 Homeowner Association Compliance Policy impractical issues in meeting current Code, this will remain a I non-compliant project. ; . . -1 AST :1 3 .' Building Size: There is no change to the building sizes for this project RE: Fifth Avenue Condominiums Ch~ 800 South Mill St. ,Â·'/ellueS L.. ,> 41{fka .-'ll. Exterior stair and deck/walkway repair and replacement require minor RE Fifth Avenue Condominiums Aspen CO 81611 area changes. see Building Area Information sheets. or Landscaping: Construction requires some tree removal, see 800 So:Jth MiÂ· S Aspen CO 8161 1 PEoper. Landscape Plan. New Landscape elements and Plantngs to be installed , Subject.Â· Code Exception Requests (W.:{: 1 it ' thln 1 dunng Phase 2. There is no regrading, and no new work in Setbacks : ubject Zoning Review Ni This 48-yearÂ·old Asper condominum complex composed of 4 wood-frame buildings and associated .....: I exter or slaws and bar.ornes ib in acute need 01 rehabili~lation ....Th Lighting: There is no additional landscape or extenor lighting for this ~ dm'*S P~(413Ct Sur S, p5 Codes have Inanged substantially since tri project was constructeo, anal thls presents diffiC, ities iii ;op:03' CA project, see Lighting Notes on Floor Plan sheets. This A. ir o c Ac en r /dr niniurn comple,i cor,~r ..1 rit d wood-'Â·ame ril. :igs lil(I~/tled exter stairs and b. .- -Â· Â·.Ae need of re .. J ' Tb, proi- Â· â€¢, 1, /..illb/ tie achieving IN compliance with today : Code. It is 3Ifr:est certain tnel a Tequirement for flil, cooe coriphance Hulth ffe G.'el 'liv' ,r: 'E put,/ Ji S ar - - 02'pan' Ot tr : res ..c :J wilar--I"~ w,11 result In no Improvements being made to the stract.ims it is anticipated that nexibility in the Code ./1,'@S C Â·0/5 (DI< OrÂ© Snowmelt There is no new snowmelt area for this project. Existing Â· application can result In a project thai is substantially safer than the current exist,ng conditions. 9/ _2 THI '4fly % c! surijX- 10 2 1,<lrle<)W',ef $ &310112 13.b . ... '(inn :>, pr./. 0/v,?T all system to be repaired when required by demolition, see Snowmelt Plan. 1 PrIniary suesÂ· 1Â» w<y" I.;r towers, ar. libel ./durall a. Â·00 nairow to mell, h' have 1 Is an[Icipated thm. approval at 1his itage o' the project wil lacilitate a proper course of action hetorp Ideqi. â€¢ i .,1./0,~ii. ,,â€¢d thi Pave ber' recelly .1, Imporarily renlo-MIe't are /1/0 nume,J[ i uncrele cry 6ing ang spal|'rifi evst,es, and b~iÂ·,ding skiing i. 4(3'Ui'if~|e embar,ung on a costly and time-consuming design and documentation process wate/f{Â»-t bSUeS TiÂ· - . 7 s . ." - ME, ass ' 310 Jove-Â·Â·,1Â· erit iÂ· 6 Pool & Spa: There is no work to the existing Pool & Spa for this project. ~ Primary Issues: The wood slair towers are fa'Ing st'ucturativ are too narrow to nipet Corle. they have . 1/ .f -46 .."r .vat , c~ '[l . - - vam by ma hc:rieoÂ«lers ~ ~iÂ·tadequate handrail clearance and they have been recently Dul temporanly rein'orced Tnere are also aSSLwei. - 1. Co.Â·-Ae, Radon: Radon system is existing andl previously installed G.C. to verify ~ Proposed Prolpit: -he pfir v, urn'i Â·1Â·nn s ,.i â€¢ Â· rÂ· ierl i In rehil Â·IB4 1 r.Â£1(: stal, towers system, operation, and conformance to applicable Codes balcones & de*. bu , . '6 :Â· e 1, f 1 Â· mf, a u,i, 1 4 '' st L,il(kr 3--')~ 63 1 here M no numerous site concrete eracking and spalling issues and building sidinq 1% aging and ras multiple changâ‚¬Â· O' 0!r 'prÂ» < " f,Â·pâ€¢ ., 0, nol 9, st,Dstair c~ , unailged ,~~~~/ i waterproofing IssljeS Ilt Â· ' pr'Oe . %. ~,4 40 2 f. % f~ a~socaticr, 0, ' 1,1' 3.C t- U Theeop'>5nlic'Â·\Â·Â· 1 - 1 ..11 ..MingwoÂ·odstars/bal<Â·0~1yâ‚¬H30k~2<Arcetlieriiwit~:Â·el , 9 }ar /Â«. 7 hal *- . 44 Y $ 2 /0-el'r/3 Waste Removal: There is no work to the existing Trash Enclosure or I - L. s a sunstatitia in,provement :co t-=~ con/,lons and will m Proposed Project: 1 fe pprnary constructiin goal ot this project is to rehab,litate the pyrsting stair lowers waste removal system for this project, see Site Plan 1 6.-1 bllr[2 1,â€¢ - .~.~UrE.\~I :Â·e, -W ~.6 i.li. -UG. nalconies & decks siding & exterior finishes. and associatea site work There :s m change of ocalpancy 0 Hs nec- arAM Â·wde,? mesta Â· n,d /ar~,nnâ‚¬, ~ainiee~ eu,ren, upJC>. Ttia W~ ? and pathsof egress wlil not besubstamially chaiged '' Â·Â· -Lt Â·..'.1'r.. . ~9,0 147'ir - W re 'Â»telnet I 1 mcreas. . 4 }pnunal amount #14 - .Â· *, Â· Â·- 0- of Th,fÂ» pxfÂ¥G Stairs and ! i. Â· : if 60 j)Â·i~ 19 0/ose ir ' The proposal is to ent,rely demot'sh the existing wood stairs & balcony/decks and replace them waiÂ· L.L.1 1 GlinÂ· 4, 0 Â· i.-,\: â€žble ;ii, -9 -r,Â· 1,- noaddtionolb,i,MWIid4uderl,3/Jdatm' I new steel and concrete ataâ€žs and dedks Th:sis a substalital Improver,131,1 10 Ine existing conditions SpaD,= 8/k, b ULwir ~ P'gi')' 2 3// ~rf, IJ/ /,(' Wf,h Â· .00~~ ~ Code. this will remir a non-corn.DI,ant project anc wil b,ing the slructures closer te curran[ Code O.ie to highly impraclica' issiles 'n meetirq current O:.rlt. swgnalune If --Â·Â· Â·Â· <:Afe _ .<~O 7/Â·lie die * locke* associated wim e.*Ch und Of All~ Comple> ,= Updatins, th'Â· statra ah,j dec,snecessitates retoce!,1,1~ storage wi,ts Using IBC Section 3412 1 (Compliance Attematives; ano Muricipat Code 26 575 020 K (Exceptions /" i,0 case w#/ Nie,e bl~'m man 32 souare &141 ri*,t~,64'~uvi, p- und for Building Code Compliance) R Is felt that thc proposed v.ork will substanttally Increase the degree of o 1- E/tenorslairway. de-*s ar: 4 ?,esafer-- Â·.Â· J.,pke-v Public Sa:Ely, Hee# and General Welfarein these existing buildings atea~Section;'I 'i 0 4) ~e, Stl I il : i ~~~ L I AtÂ·.irrev s.gnaÂ·/ - Cate 1- The feplatelne ' Sta . 2,re Ol *, bt. I . .. 1.~., l. - Exception Requests are as follows: comphanÂ· vimh ot,ildirg reije Tr,hr~,all _ c trcred~ ~r ~(,f ared db pÂ·:Â· ~ D~ 0'c ~ vu-. 1 A.1 ove, 10' nlec laine _.. Fire Separation: The sta,fs can be consdered exterloi stars pew iBC 1026 Fre peparaton betwe/% tne build>ng and the stars tnemseives can te fully cole complent Section 1026 6 reg:,ires fre I ~ 2.5,-**Pt â€¢-iii I aXIME~UkilpeE ija~,46. â‚¬35Â£822 7--FI*759=Lim--- ; separation per Section 1022 1 with correspor,CIng exte/sions per I B C 10226 Given the qÂ·Janlity and size of openings ano existing site-buit glazing fa ling within the extersions fuil compliance to thib portion of the Code is not feasible Hoacfull> an excootion per I BC chapter 34 and/0, Mui nicipal Code 26 575020 K may be granted Thts issue 's fu'ther comp:icated in thal sorne operable wiriciov,Â·s -thir tne requred FIre-separation area are also code fequireo egress window'. Â· ~ 2 Group Airi,Ii,Â·it, PC . 41 1 Eait MA.ri Stieet. Aspe,1, CO 8!6! I . lilippbone 970.926Â·1832 . 6, 970 92; '37! | ASBESTOS REPORT I Constructon of the new stairs and egress decks will consist of exposed steel columns rd beams precag con:rele treads and iretal handrails /nal guafdralls Both the stairlandings and the deck floors | irlicrovernents T ~eam'llant wil i ro 4~Altre. rlac:t smet wm be a composite system composed of 815 Elch metal deck and 4 inches of concrete Th,15 proposed *PHASE CON new construction mIl also be strucluially independent of the building It is fell.hal thus non-sombustible structural system s lai supeng to existing conditions and Would 0134/ a Code exception to the fire . It,$ felt t,al the proposed wo;K v.9~,*Â£70.,iy inc easÂ« and is reces.a y S rcieafi tne degree of separation exter.lions an applopriale action ENVJRONMEN TAL CONSULTANT3 PubÂ·k Safety *calth and Weitay,c-1~87#xistor buid,rA,4 ce st|,12 EA i , Stair rise and run and handrail extensions: In a few cases site restraints may prollibit Ful Phasing Tr â€¢ 791 -be ocj~~J~ice' 29:0 sepa'ate pell[.Â·ts Imp/ver,ents to Buildigs Allate cornpliance wilh 1.B C 1009 ond B C 1009 I 2 In no case wili proposed construction beless man tÂ® . ~'Â·Â·Â· 2015 3,Â·.4 le:terov/ ap/46 in triprovenier].sto !!*e sir:!ctures !r,provements to Buio~Â·as existing condition therefore IBC 3403 1 seems to be an appropriale path for allemative compliance Asbestos Building Materials I P 1 64 â€¢Â· .shed/led 20. 2016 ~d (]~esâ‚¬~ Tuctures ic[elially atlv~, t, 8{)40 Gfuerilirip Riview -hs docunielt wit emespo~~~tance liom the Bulk,lig Dek~t nerÂ·: sli:,kj suffk:t for Planrim ir,/ Inspection Services i N 701.9 accep ance and the IHVIquhai. nrocaed fo th, Permit Cocr*bon ard Ve.mitting prU{,ds, Additional Information: 1 1... â„¢el Travel distance The example or a relilively typical stair IS Stal, C.1 at the northeast corner of Building C From the furthest corner of und :301 Level G bedrooir to grade is 184 feet This was calculated pei Se' I B C 1016 (induding stair nights parallet and tangent lo nosings at cente, of stalrway) Client: Rudd Construction, 132 Park Avenue. Basalt. Colorado 81621 Accepted. Stephen 15,nipK Chief Building Official ,/ /~ ~ Project Site: 800 S. Mill Street, Aspen, Colorado I 7>< </ ; I Floul Area Ratio Floor Area Ratios 101 at! the proposed & exisbng stairs and decks have not beer Inspection Date: March 20,2015 Signati,re i' 7Â»flr" f~U~,1* Date. ~ 6~/Â£ h \ calculated Th,swli: become necessary to detefrnine the net difference between the exesting FAR ancY the proposed FAR For example at Stal, C-1 (northeast corne, of Building C) 660 SF of deck,stair,cominon area IA being Phase Con Project #: 15-03-20D PRELIMINARY Accepted: Jenpifer f?lielan, Community Development Deputy D,rector'~ demolisned and will be replaced with 861 SF of deck/stair/cor,â€žnon a eas Thd repiesen 5 an addi:.iural SignaturETA/4741 - ' 201 SF for this stalr lower M Is anticipated that a similar scenario will be necessary for the remaining r project ded</slair./com,Tion areas 1-2: 1 800 S. Mill Street. Aspen, Colorado Nol that these CalCU|/hons aSS Jfne that 100% or these deck/stair/common areas will count toward FAR I< 4///0.Â« 470.C,7 LÂ¥/2. PA 420-ViN,x,~ Randy' Heni,e J/ \\ \ It . more likely Ma[ ony a portlm o[ these areas will courit :oward FAR Sampling Description # DATE BUIED FOR , ArciateÂ¢â€¢ ~ 2 t~L*&-d,jo'6497â‚¬5. DAE){.#t) j 'fiu,J ~ Thank you lor vour consideration in these matters Phase Con provided asbestos building inspection services at the above 4 94.646.Am pa.JU- A YeÂ· F.te# 07.2915 LAND USE APPLIC. i L.3 i Siric//4 Douglas Close, a Colorado State and EPA Asbestos Building navelÂ·f'WA. bo) i.68 01Â»c- 91"Â°v.k described stte on March 20,2015. The Inspection was performed by Mr. i I 1 1 Z-Group Architects, P.C Inspector/ManagementÂ· Planner. The scope of work was limited to the 433 Ey.kl <FVK f tz,v21 ~It-4\. p)L 1 - /0*6.wi- Abkultkla<Â£,tocez planned work area as described by the client's representative to Phase , Randy Henne ArÂ¢1~,lect Con. The scope of this inspection was also limited to sampling and , analysis of materials which were suspect for asbestos content, readily , , accessible, ana present in or on the building only. Suspect materials within the scope of work were sampled and analyzed as per Colorado ~~ Z.Grol.p Archilects PC â€¢411 EaLâ€¢ Main Street. Aspen CO Blbll â€¢ Telephone 97C.9]5 1832 â€¢ fax 970Â·925 1/I State Regulation #8. ' , Conslruct,on EMAIL THREAD, 02.19.15 Seth, 1 {ssue ate Drâ„¢ng Ti. Â·We have reviewed the proposal for Fifth Avenue exterior alteration and it is acceptable as proposed," Discussion & Recommendations | APPROVALS / ADDITIONAL "You will submit the letter with the permit application and we will make it official at that time. " PROJECT INFORMATION * LL?,~4, ./tecm N â€¢ 41[ E..'.-ef Asro CO 8161' â€¢ Tell'./.M..Â·32 â€¢ 4 97 4.,3 No asbestos was detected in any of the building materials tested in the planned renovation/restoration work area. i Thanks 1- Â· If any previously unknown or undiscovered materials are found during Denis Murray demolition activities which are suspec't for asbestos content then these Plans Examination Manager materials should be tested for potential asbestos content prior to City of Aspen continuing any further demolition work. AO. 1 970-429-2761 Office 970-309-6283 Cell | | Denis.Murray@cityofaspen.com ' copy'lil 201!i *up Al/-2 21%*Â§*{...--Im9~yal/%Â«p~&239/#*aet}*2mfÂ»e~**gatf '3444'9.0~-.--qL.3%0Â«Â£90*~~}:0.41>rÂ®3%*9%.00*3~4â‚¬0%*Ek?Pat %2Â».1x I mild - SWAINIW 09&800'N3dSV 19 11 IVI H.LAOS 008 | :: 411 E. M.in k UNIT lA UNIT 3 DECK ~~pinf 11467sFEâ‚¬f UNIT 2 1 V *PEN, CO lilli DECK (970) mÂ·iUl r-I â€¢ 4 :.r~u- 1- - p.,rÂ«7- - 1 1157.ZSFBOÂ¥ | GROUP u 1 lit archite BLDG. A 1 24-5 _ .-u 1, 4 1- 111 B =19-4- -6 J ' rv It - 232 83~ STAIR COMMON -- 93 SF(118) 1< 50 SF E-//Emir#.</.-33-- rmi - 11/ - r COMMON UNIT 102 ~ UNIT 101 ' ' ' _ 11. *4% , 1-1-1 789 6 SF 1 11 1395.1 SF 1 47Â» 1 -1 EaL- r-7 ir . ~ COMMON --7 Il . - 4 SF 3EENS=-fo~~-r--11- -,6@1:4-r STAIR 7--1 . 1 -~ ' STAIR ~~1=...==-~I _1_.E-Â·!.~i~t~ ii-Â§#-(1231 ~ 437 SEr - 1 COMMON r , ---7-3 ' --1-t 116SF(10225 - =*%Â·26E-12.L~6 .t 1 - 114-- 1 -- .~-â€ž=6 BLDG. B ~ - | ! A 4 --_ .R I -*zi li /1 1 I_Â£1 - UNIT 103 MLO,GE,FE UNIT 107 11! : Ei~Fh - 655 5 SF r . 11'.= 1 1 111 = --COMMON 266 SF 1, # 508 SF 511.9 SF 2 - 3 ~ f=â‚¬~~ i m -2, s~ I UNEM UNIT 13 M_-_i.VL... .- UNIT 7B - --4Â·~ 1@ @ELOWÂ£2,â€¢CE 916.2 SF - -1 1 - 41â€¢ 1 -4.**Fe"1 44 .... L : #ilv- 48F - - -2-_ __L_ -----1---S , Â«.v-~M~ -=_ 241 UNIT fE'- _ - 129 SF (148) | La J STAIR .............-- U COMMON -1 -1--1 -=4 1 540.2 SF STAIR 46Â§Â«- UNIT 107 UNIT 106 UNIT 105 U NIT-1*l | L- adON ff- L f*FON BLDG. D BLDG. C 276.1 SF 797.7 SF 913.8 SF 889.3 SF STAIR L- COMMON 5*Â¥(110) 58 SF LEVEL 0 BLDG. D BLDG. C LEVEL 0 ?57 LEVEL 1 75-5.f ' LEVEL 1 DECK. LEGEND 0 sf DECK: i COMMON: 158 sf RESIDENCE/INTERIOR SPACE 742 sf COMMON: 224 sf DECK/WALKWAY kt' i. i, STAIR: 567 sf OPEN TO BELOW PATIO - COMMONSPACE 602 sf STAIR FLE I :i t UNIT 6 DECK ' UNIT 1 DECK UNIT 5 DECK 1168.4 SF 80 SF 1 1160.2 SF 80 SF 1143.1 SF 80 SF UNIT 4 DECK BLDG. A ES)Â£ . ri. 1 â€¢â€¢ 10'LIL . . 1 1 dthÂ·.11 ,-, s. p.**B 3 -1 . I ~ - Â· .r 7..//4 -COMMON WALKWAY WALKWAY L - UNIT 202 ~ 1-5-SP- 1070.2 SF STAIR DECK STAIRTOTAL EEG- -" I 440 SF (434) UNIT 104 117 SF (106) ~ DECK DECK il 843*-(118) r--16tj-2 q~~MON 135 SF (103) -*ZE 'Â·4- M. --3 DECK r- --m-mit~*ifi'.1']Mi"â€¢7!4---fa*---~ WALKWAY 69-Â§472) 98 SF (Â·104) r.~ - S-*N=EMY **(118) 9&*1 UNE[205 DECK WiD (124.aâ‚¬.71Â·,Â·Al'â€¢F'imt 1 --1-ISTAIR ~ â„¢ SF (ltiliT 102 r -1 -COMMON 80* 1 -....... : 216 SF (240) ,~ 15 SF PRELIMINARY 1 11*=1 I UNIT 101 E 15 SF .=mer~ -/ STAIR -Â·Â·6264A62 - 1 - IT 205 UNIT 105 / 105 SF @37.1 SF J 280 6 SF~~ 2519_SE__ Ey(45) i * 8.4 SF 413.8 SF ~ STAIR - --, NOW STAIR 1 - 41,4 , - - . 11. DECK r _. * r T ---114-.- |85 SF (123) 1 -- 7 7 -wr ; friÂ» 412], =p ~---T--3~ 1639(123) r .1 :I UNIT 201 1 .1.*,ilt - . 4 . -â€ž 1 J --9 ~ 36-5*6 (14) -4 -- 1536.2 SF BLDG. B . -,0,-2 - 441 *&4 38 BLDG. B . * . A / A ... k I - 1.4 , I ';he d - 07.29.15 UND USE APPLIC. :Sok;**4--1 .57'. -0- . J-W~ i - I ./ # DATE ISSUED FOR - . 1 1 M ..t - - - , I . . n . I -1 1 I + 1 1: - Iti "9 1n--ulaillllilj. - -1 " - -- . + by<>>4/ - WI li - # -=j UNIT 11 UNIT-12 .-... . , . 1 1 1144.2 SF 1155.3 SF 0 ... .. Â· DECK WALKWAY ., .. --, UNIT 8 j UNIT 12 DECK â€¢ i 1157,2 SF 88-SF ~*63# 66 SF (70) 1 ~ 0 0 :*_1~ ~ UNIT 9 7. 1 UNIT 7 ~ 1144.5 SF / 1155.3 ; IMM 68 SF COMMON ~ 4â€ž - . -- DECK/WALKWAY . 8.32 11 1157.3 SF ~ DECK / DECK -- STAIR ~ . 103> -Â· i'L I \ 80 SF / 70 SF -- -F; 1 06( XXX)Q'M'"Ui; .L. J 104 SF t. I r' P ~ STAIR --COMMON / L ar=Â» 1 Con*tructon UNIT.221 - 13 - - ' Â· l ib-SE-(119) .sue'Ble ~ COMMON -- *[===42_~ME____ _/ ; 535.8EF _-2 0 7-*F / 1 2. -46%%-1-163.J" fil!2(119) - STAIR UNIT 204 -UE_-1 -' - - _msTAIR STAIR UNT-203 -- DECK I Drawingâ„¢eÂ· 1322,7 SF UNIT 206 83 SF 98 SF 1091.6 SF 98 SF (137) BUILDING AREA 2 SF COMMON DECK 1316.2 SF (110) (116) COMMON 85SF(110)821.6 SF - 15 SF 84 SF (94) DECK 15 SF INFORMATION ~ I BLDG. D LEVEL 2 BLDG. C DECK LEVEL 3 52 SF (55) , UNIT: - DECK ' 120 SF (134) LEVEL 3 Ii@IF- - 19*F (22) Sheet# 9,712 sf 10,758 sf LEVEL 2 DECK/WALKWAY: DECK/WALKWAY: ' 1 188 si COMMON: 1,387 sf BLDG. D BLDG. C , - COMMON. 1 102 sf 156 sf STAE STAIR: 522 sf _ AO.2 541 sf 0 -19 -11IE HlnOS 008 LL9L803'N3dSV Hd - SWAINIWOONO) BANBAV H.Ull >- '~*'e**6*8)m**0*Â·painw~"m,I':6-~~IfIN/m,#pÂ§rER@Frâ‚¬4*29}4Â·//5m?.F*MMII*#e-,11*;5~4 ...:1:&'IMM....578*1'4 YamÂ¥'1#?03?4 3rle* :ce...4*%/FVMMMm#' f , 411 E Mu~ it Oul, co .1011 (91D) 915-IU2 GROIJP architects COMMON ---- COMMON 69 SF (75) UNIT 202 ~ STAIR ~ 15 SF DECK UNIT 204 iET-SFTE29 84 SF (118) UNIT 301 290.6 SF /- I.U. FUKF (2031-~~13 -1Â£* (210) UNIT 306 -4*1*inF- UNIT 304 74 851.8 SF ~21*9;i-,-=..- i,i,fl*d~ H 1050.7 SF STAIR 4-=I r STAIR ,--5-J---1-pECK 111-Shlz:11.--~ r----C0 85 SF (123) ~~ DECK 112 SFC'EUW-26 +1 *~~:!.!~l-:. ;ft,li .,2223! Il 1 361-3sF- r UNIT 304 4 - 7, 9/**A ..47 :*14 : . I +9ZY- 23 r - ae-* 1 ,i~....,c>fft J.#gy: * * mATIWit * bâ€¢.*4#.**â€¢I- I A imfut?< Vi:',r 7 -.1 -F ~ wAL.I<wAY~L~*6-.4.A.LA.-.6 -W Â¥3kRRRARRRRRXRS\ All;Wi,&. i UNIT 201 r 7 314 - TI-k 11 . b - 4 COMMON ~ - --- 1 1 eÂ»Â·-M ~.IT. Ard.~c. ==L - - '--Ttilli DECK my; [~LL..~h.:~ ~STAIR STAIR[JELUNIFE37~11 *INE "9-__-_i_.,4,iet#ce)! ~L--1 1!MIT-292 1~--2 ~ 1 21 SF (28) ih> c -X... Uffe * 't ~ *':~ UNIT 303 I . -- + 11963 SF - ~~ ~ (94)489.)SF 529 (55) 4 ./. (110) (116) / UNIT 305 71 SF (82) DECK UNIT 305A DECK - UNIT.297 LCOMMON 256.9 SF 551.6 SF 86 SF (87) 1 - 15 SF COMMON DECK BLDG. D BLDG. C 73 SF (75) 15 SF BLDG. D BLDG. C LEVEL 4 LEVEL 5 LEVEL 4 2%- LEVEL 5 012- DECIUWALKWAY: DECIGNALKWAY 3873 sf 696 sf *41 COMMON COMMON: R iwilf 15 f- 9 LEGEND STAIR: 541 sf RESIDENCE/INTERIOR SPACE Fitth Avenue Condonniniums AREA b:fMMARÂ¥ l and Use App~ jealicia 07 79.2013 DECK/WALKWAY lilli Duildlngs A & B (Ph=. 1} 91121 22226!1 5!322 OPEN TO BELOW 0>Â«4 Areas within Footprint (Residential Units. Mich. etc.) 16.557 16,557 0 Common Storage, ~terlor 111 88 -23 COMMON SPACE â€¢Walkway, Exterier 773 780 7 ./ 'Decks/Bal~onies, Exter,or 1018 1018 0 STAIR *Stairs, Exterier 135 103 -32 r-3 Paties, Exterlor 0 0 0 1 1 _E---TI I UNIT 301 r--3 L 1 -4 23Â§3-if ' ' - Â£21-1-20 r J I Bulldll {Phai. 2) Areas within Footprint(Residenti2! Units. Mech. ek I 29042 29042 0 r ~ 1 21!129Â§ r - 17T-1- If---rd--' 283.9 SF l i __fi k / Commontorage. Exter,or 313 120 -193 jIÂ»/ 0--Ji__ *Ip IX# D ~Walkway-= 296 305 9 :ecks/Balconies. Exterlor 1709 1916 207 *Stair5, Exterior 2171 2869 698 Patios, Exterior 602 602 0 1.11 COMBINED TOTALS {Both Phays) ? Ses 100FT0P 11 Areas within Footprint{Residential Units, Mech, etc.) 45,599 45,599 0 i Common Storage, Exterior 424 208 -216 r 1 EXFO ME'MI'l"80, b 'Walkway, Exter,or 1,069 1.085 16 4 *Decks/Balconies, Exter,or 2,727 2,934 207 â‚¬ r.-4 UNIT 303 ~ ~Stairs, Exter,or 2,306 2,972 666 k 649 7 SF ~ -LJ I Patios, Extenor 602 602 0 1 PRELIMINARY Lum-*77_d L - 1 UNIT_302 1 1 TOTAL OF ALL EXTERIOR FEATURES 7.128 7,801 673 t 283.3 SF L-J UNIT 307 TOTAL GROWTH - OF ALL EXTERIOR 295.8 SF FEATURES 9.44% BLDG. D BLDG. C ~TOTAL OF DECKS, BALCONIES, EXT. STAIRWAYS 6,102 6,991 889 # DATE mUED FOR LEVEL 6 TOTAL GROWTH ' 07.29.15 LAND USE APPLIC. OFTHESE LEVEL 6 1%2 EXTER= i FEATURES 14.57% DECK Osf TOTAL. SQUARE FOOT AREA 52,727 53,400 673 COMMON. SUBTRACT, Common Storage, Exterior 424 208 -216 O sf SUBTRACT.~Exempt Exterio,Area5 (1596 / Netlot 36,395 SF, FAR 1 1) 5459 5459 0 TOTAL attributed to PAR 46,844 47,733 889 RandÂ¥Henrie,ZÂ·GroupArchitect5 PC I Construclion 1 BUILDING TOTALS FAR NOTES .: 1-0 Date , 1, UNIT SF FLOOR AREA ARE CALCULATED AS PER THE Drawing THI 1 . BUILDING A = 7,707 sf GROSS LOT SIZE 37,936 sf C 87 +/- ACRE) CITY OF ASPEN FLOOR AREA DEFINITIONS (SHARED ; BUILDING AREA BUILDING B = 8,850 sf SLOPES GREATER THAN 30% = 1,541 sf PARTY WALLS ARE SPLIT DOWN CENTER, EXTERIOR BUILDING C = 15,224 sf NET LOT SIZE = 36,395 SF WALLS ARE INCLUDED, BASEMENT WALLS NOT INCLUDED) INFORMATION BUILDING D = 13,818 sf 2. COMMON SF ARE EXTERIOR SKI LOCKERS, STORAGE I Sheet# EXISTING FAR 1.1 ({EXISTING}ASSUMED) AND ENCLOSED STAIRS. 3 AREAS OF INDIVIDUAL ELEMENTS ARE AS SHOWN ON THE PLANS THIS SHEET. EXCEPTING EXTERIOR STORAGE. IF THERE IS A CHANGE, THE NUMBER IN PARENTHESES IS THE PROPOSED NEW SQUARE FOOTAGE. ~'AO.3 cc~1 20,5 2.--AM:hi.In s~ ,/.t~31%?4;~70$g*22*mÂ¢*%@~*A~ I 35Â¥Hd - SWAINIWOONO) 3fIN3AV Illili 19 11IIN HlnOS 008 LL98803'N3dSV .M*Â§3~ir/9-~ -/i=-J./.31*-/p./.E.7, &- 1 m.-;M:,0 00** â€ž:00> IMPROVEMENT & TOPOGRAPHIC SURVEY PLAT ~~Al ,-1 >lf Wri Z REOU "/5,9#JARPSV:*651:fkÂ£61/ft "% m E - E FIFTH AVENUE CONDOMINIUMS CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO ~ â€¢Mil- :LA *IR? 93 + 7~~ A~M GPS-2 **De>tyâ‚¬~ M I Fcawl MONUMENT BOX r - ELEVATION: 7932,92 -1 ....9, 12'9~ 39 E 1381 -- \31 -- \ t,W'' 1 &,19ItyMBE~*f5.'244.Ji l'%*il~F,1-iNS'*62~-,I 1. i 1 1 - - 1 .fi L - 21 \t:X -Q*~pmt,~,41~~~.9*/C<$~~:. -iCITY OF ASPEN 4 /1 M ip, :,#al&9A~~~--99'WL ~Â·9121%â€ž~ 14 FASCH1NG HAUS EAST, A CONDOM[NIUM / Al*NUM CAP .7 FOUND 3-1/4 -/ 2.< t... aN/M.>u'. "M . 1 11.EGIBLE IN FOUND NO. 5-Â·-4) BOOK 4 AT PAGE 5 / 1 MONUMENT BOX VICINITY MAP \ REBAR / ~ ~~ ~ ~ SCALE: r - 1,000' - - , 7-- i / -1 j 7 \/ \ \ 1 - \ 1 2/ 1 1 - 1 13/ 2 -3 /2 1 1/ , NE / / *4 - 0 9 1 1 , 'j g,2 PROPERTY DESCRIPTION Ilim=* 9 0 1 â„¢E CONDOMINIUM MAP OF FIFTH AVENUE BOOK 3 PAGE 59, â„¢E FIRST SUPPLEMENT TO MAP ZET NO. 5 REBAN ~/- ---- - - SOUTH GALENA STREET ...OW PLAS. CAP - OF FIFTH AvENUE BOOK 3 AT PAGE 122 AND THE SECOND SUPPLEMENT TO MAP OF FIFTH ~~ ~ MAR0//5::NER - - A~'ENUE BOOK 3 PACE 257. . 62 / - S74 38'00"E 99.SOL COUNTY OF PlTKIN, STATE OF COLORADO. e 4. 0 ADDRESS: 800 SOUTH MILL STREET ASPEN. COLORADO 81611 4 / SET NO -AR / ~1 ~ NOTES: a YELOW PLASIC CAP \\ e 285 / e m IARKED PROP CCRNER le LS#19590 1 02!N 1 t 1%0 SET NO, S REBAR 675Â°00 8 = 4459'53 I Yall' PLA// CAP 3.) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N14Â·51'00Â»E BETWEEN THE SW CORNER OF 1,ARKED PROP CORNER CONDOMÂ»Ill!M MAP OF FIFTH AVENUE, A FOUND NO 5 BAR AND RED PLASDC CAP MARKED LS,6129 Z 28 04, HCE 498 '00"E 70.00' Re 90.00' L = 70.68 AND THE SW CORNER OF FAUSING HAUS CONDOMINIUMS, A FOUND NO. 5 REBAR AS SHO- HEREON 2 0--2* / 88 Ca= N 82Â°30'00" E 2.) DATE OF FIELD SURVEY: OCTOBER 9, 10, 15 AND 23. 2013. R /4 ./ / /0,Â»UÂ», 1 1:IEEE Z C =68.88' 3.) LINEAR UNITS USED TO PERFORM â„¢IS SURVEY WERE U.S. SURIEY FEET 51 k . *12'A.W.7....559 t.2'4*%#' 4 Z â€¢89 0 -1 POOL FIRST SUPPLEMENT SUPPLEMENT TO MAP OF AFTH AVENUE BOOK 3 AT PAGE 122, SECOND SUPPLEMENT TO MAP OF ~ - CONp~OM'~ill AFTH AVENUE BOOK 3 PAGE 257, DEEDS RECORDED IN BOOK 212 AT PAGE 271, BOOK 213 AT PAGE .. TO CONDOMINIUM MAP 3, BOOK 222 AT PAGE 207, SUBDIVISION EXEMPTION PLAT OF TOP OF MILL TOWNHOMES COMMON , 111 Z 6 w MARKED PROP CORNER . INGROUND 4.) THIS SURVEY IS BASED THE CONDOMINIUM MAP OF FIFTH AVENUE BOOK 3 PAGE 59, ARST m BOOK 3 PAGE 59 XCE LS#19598 (BUILDINGS OF THE DURANT INTEREST COMWUNITY PARCEL 1, TOP OF MILL SUBDIVISON/PUD BOOK 69 AT PAGE 23, TOP OF MILL 4 '2277/-7-, BOOK 4 PAGE 36 SUBDIVISION~PUD, A PLANNED COMMUNITY BOOK 62 AT PAGE 6, AN IMPROVEMENT SURVEY PREPARED BY ASPEN SURVEY ENGINEERS, INC BOOK 40 AT PAGE 99, CONDOMINIUM MAP OF HIGH ON â„¢E HILL , WZÂ® I. 0.8-h ACRES ~ CONDOMINIUMS BOOK 7 AT PAGE 85. FIRST SUPPLEMENT TO CONDOWINIUM MAP OF THE DURANT BOOK 448) SEE SHEET 2 FOR 55-5 Noli~ER<g//5,3~-- - --- ~ 4 AT PAGE 36, FIRST AMENDIENT TO THE CONDOMINIUM MAP OF 916 MILL STREET TOWNHOMES BOOK 71 AT PAGE 26. CITY OF ASPEN GPS CONTROL MONUMENTATION 2009 MAP AND CORNERS FOUND IN IMPROVEMENT & E.i:FLUSB- 04 -/ PLACE AS SHOWN %0 TOPOGRAPHIC ~~ ~ ~f GENERAL C~'--~ - - ~BOOKaPAGE~~ 5.) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICn ONS, COVEN*ITS AND EASEMENTS OF ~ DETIL ~ RECORD OR IN PLACE AND EXCEPnONS TO TITLE SHOWN IN THE In TLE COMMITMENT PREPARED BY -@F PARKING 25 00' MTNESS CORNER ~/ STEWART TITLE GUARANTY COMPANY. DATED SEPTEMBER 24. 2013 (FILE NUMBER SET NO. 5 REBAR & 01330-Â·32063-AMENDED NO. (2). ORANGE PLASIC CAP â€¢ARKED .ICE / /4 - \ BOOKS<G:eA~47 6.) THS PROPERTY IS SUBJECT TO A BLANKET EASEMENT AND RIGHT-OF-WAY TO COMCAST OF COLORADO/FLORIDA INC., FOR BROADBAND COMMUNICATION SYSYTEMS. l / TZ Â£.Ntf / - 7.) ELEVATIONS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERICAL DATUM OF 1988 (NA'.l ~ 5) REFERENCED FROM NATIONAL GEODETIC SURVEY (NGS) BENCHMARK STATION S 159 HAVING A 1 ./RKED S/129 1 ~ SECO,v~**=1 ~ ~~ ~ ~ PUBUSHED ELEVATION OF 7720.88. 1 / 8.) CONTOUR INTERVAL EQUALS 1 FOOT, / / 7.0 411,41" {24â‚¬j \ 9.) UNDERGROUND UnLITIES HAVE BEEN MARKED OUT BY OTHERS. ONLY PAINT MARKS AND UTILITY N755.09.00'rw 18 6 / FLAGS HAVE BEEN LOCATED BY HIGH COUNmY ENGINEERING, INC. RE ACTUAL LOCATION OF 1 1 \ moka i / FIFTH AVENUE IFTH AVENUE e \ UNDERGROUND UnunES MUST BE FIELD VERIFIED PRIOR TO EARTH MOVING CONSRUCTION, 1 4 - =t~.: N--- J PAGE 257 (BUILDING C) (BUILDING D) .2 IUE- h 11 ~~4247- 1 "W FIRSTAMENDMENTTO 539'255 0.28 N 1 5Â°00'001'E IMPROVEMENT SURVEY STATEMENT ~ THE CONDOMINIUM MAP OF BOOK 3 PAGE 1 2 f ' 918 MILLSTREETTOWNHOMES FOUND 1-1/2 20.21' ~ * 19 1 HEREBY STATE RAT â„¢IS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY 1 BOOK 71 PAGE26 AUNDUM CAP W ENGINEERING, INC. FOR FIFTH AVENUE CONDOMINIUM ASSOCIATION. ulom~Â£ 0 1 FURTHER STATE â„¢AT THE IMPROVEMENTS ON THE ABNE DESCRIBED PARCEL ON THIS DATE, . 0:10 OCTOBER 23, 2013, EXCEPT UnLITY CONNECnONS. ARE ENTIRELY WITHIN THE BOUNDARIES OF A / RE PARCEL EXCEPT AS SHOWN, â„¢AT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED a ==% 42, PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT 2 62,0 THERE IS NO APPARENT EvIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY / 3 /1 / 1 PART OF SAID PARCEL. EXCEPT AS NOTED. UNER ERROR OF CLOSURE IS LESS THAN 1: 15,000. 40 / 1 ~5 1~01 i *478 ./~EL"f#,'.- 8 184 L-mIND 1-1/r - f CONDOMINIUM MAP OF D. EEZ 2:,1.5: - / HIGH ON THE HILL CONDOMINIUMS 4.Wr LS20133 --- - / BOOK 7 PAGE 85 7, .J//.--ANC -A*1 irk l I BOULDER IUEGBLE 11 0 2* FOUE PK NAIL & WASHER RY FRANK W. HARRINGTON, LS. NO. 19598, CF~~"~|~|~L ~2 *t i S419Â·04'W 0.27 U ~= A PLANNED COMMUNITY 44'0*2*.ai' FOLil NO. 5 REBAR * YEUOW Ul,C CAP le < MARKED LS118129 TOP OF MILL SUBDIVISION/PUD, .03Â·08'W 0.62' 01 BOOK 62 PAGE 6 '@C&-câ€ž#-7\ :tu (PARCEL#2) â€¢ARMED LS#2376 ~ \ ZE ~ ,%39% - PROJECT NO i - N GRAPHIC SCALE 2131709 \ 3 ---1 NoncE ACCORDING TO COLORADO LAW You Nus' co]-ENCE ANY LEGN- ( IN FEET) 23'229.:44/.,EW'*2 /#FLEE.7.6 1 inch = 20 fl 1 OF 2 1 ./AN'/O 100Â£90 ....O 33I11 lin 12!El a ne>UckfaC]Nfl ...3 J 311VAÂ¥OX3 NEdSÂ¥ dO C]V NI SA O SS NISneÂ·Z -170 NOISIAEIB 31Va ON .ONI' i OIL ~ ~ NIWOONO)3nN3AV H.Ldl=1 >Ida) SN0ILVA313),WA)INMONÂ¥)030'HOO-U)Â·SIN]30300Â¥ ta-Sâ‚¬ 1 ax>,3*43 2:top 4%~R::%297Â» ISION SOUTH MILL STRE Top o ~ ...2.4,0.a I ~IV-SE-'97039 . *5 t. / I.-SW-7870.40 00 1 & - .. .1 - ~ i / q,RAÂ·Â«taÂ«Vanâ€¢4L 7982 - 1 2, 4- 1 . a Q Zj~m ba % 4/ 50 OV J. 4,2.w Al - Â· - 4 --- / /I Ift-~- 6 69 7 E :" . r ~7- 29(\Iz fu -- -999,./ 74 0 - \ =/2 ' - --17.- I -w \ , 9.90 SOUTH GALENA STREET - Â» 48-= 00 f60' R OW ) ASP#ALT ROADIâ€¢Â·r 1 1 \\ 0 1 4 &8 an ~ U'8oz 4 - NM 6 h z>-1-3 J. - z I 1 10. . \1/~Wk-- A ,-P /0/ / , - 1/ NPX Ir 11 0 W + I -Il 4- 0,4 3 5741\ 3,\ 1 4 , , > , a - -1 a 2 . \ -~ ' 0 / , /1 . ' _ 1-.Ad7 DECOUOUS 1 &1F IL .i Â£< P. m 1 74 .. \ 132 DRI' i') 1 * 1.. 1 \ 62 , R. 9..43 14 . - 3 -c .,- ___-5----- --4~Ut=----' ' AL__,L..rE- UÂ¢.-'2 -=1~5 A 1/ bx + 7995 4\ : CONCRETE 7 -t#- # 1 7.r 1 - M 4.'..F. /Ul ,Â·3#~ - ilL# â€¢ RETAiNING- ' ~' i 30 DEC UCCLS - . 4% 1 \#r 0 # - n- . ya 11 -A N \ 1 'â€¢ 1 4'.4 . 60 DRIP - /, I. ... 1 - 7*.1 /7 W 6 1 6 ...19- , CONCRETE PAN---- -- i --,0~-tffi , 7*fi3: . : :CONCRETE CU~f 'Tift.1 > 4 -1-1 14.Aftâ‚¬~=:i:=&402#53 , '.2 - - - -- 2 . t.Â¥ 7987 7 7 i -1-A---9*-',_ _, ,; rT-----n----N ~ ' - 8 - , . 2/1 1NGROUND 1 2 ~ 1 ~CONCRer SIEWALK . : - ' lf) POOL f Q 1 4 1.1/ .//42-V) % -/ 1 19~-.I / '.IN --1 1 U. I.- -- \ 1,4 DEC,Dulls <bE#Â£Â», - , . < â€¢igg26 2 Jle:Â£.3//~CArl;-'3. k --~~~ '~~~ h6 .'@05 t ,/ Z--, 'cori*' -2* Â·rÂ¥ 1 -,4 B p.-1+ -1 1 @g[)390%24,89&3"/117*= - i i.. . .i.'.. 1 - 6*1*Ve#,4/3..L_-, ' ' 1 ' 2 -Â¥4-W , " " 90:PR *Â·211. I.; i,- Lo 71 / I -Cy*.4*671 " ' 30 wn.S IF 12 -1.- U- / V 1 ' .1,1 mINTE- -4 421-1. - ,Â»-/ 30, (no 'or 'â„¢ 1 '-P 1 co'ldRETE PATIO 41 1 -. 1\, 1 1/ - . 1~~ 9.-4 .. , 11 \4'KI I - - ,--1- â‚¬\. l.. SPA: .CONeRETE I e I 9 -DIP {370~' lEi I 79.8 - -- 9990- - . A-1.1 \i i 1 . k PARKING ..1 \ 1 r 12 ASPEK -/ . :1-M . 1 3 5:00 , 7 \ ' . Poor DEGK . 0Eot .990 Zed LE'ilu OECE Haol I , .f.. I '&2':?,2 tif , 1.111 1 Tz' i/1,1~~/ SnE BENCH MARK,/KF>1 q (1'(P,CAO Ill - E 1 14\/ -' . 1 ASPIALT \LN ' - I.L. -- 01. / /-Â« 311 VII / \ / 74Â»- i i 2.42-X , PANKING k I ~~ -21>:* 1,\\, 78 DRIP /2-1. (. 2-rgw- - .9 : /-14 CONIFEROUS ; RBI tiffÂ«&2:4: Â»(it:' F 1~bj 4 DRIP rob y , 26 e. . e /4 7 CONIFEROL 0 -1, 441 - '*# ; 41?set - 4 Z R. V 1 - - - + -w -Â®#: 4- - ': ~trij~~ Ill,f,t fi, ser-~-~. BUILDING A MULTIÂ·LEVEL 1 1 I â€¢A 2 .. 4 --* - , x/ 1 -- P 9, M I. 1 1 -& P El / - ''/ N 1 lia-- i CONDOMINIUM - 6 ASPHAIT PARKING LOT , BUILDING 1 6| ,jâ€¢ / j ~, \ 14 , 17\ 6\ Nav' 14 !1,0 - a. ADJOINER 1 ' , 1 1. /\ 5 / 111 i -1 - 1 1 \Â» \ .49 2rd LEVEL WALKWAr SOU 95 2nd LE. I BOU 38 f 7-4 ,-w a ~ p(j GPOUND ly' .)94 2. 1 -Â·4- 3 f v-brial< L .ALKWAY 800502 ASPEN|1 w- 1- ..1 19- I ' 'y f<-/ 4 . E 7 Â» Â»d N. Fr 8,03.3 k-, 2-=2:+Ill .._ PARKING Z ASPHALT ' C)-I / / 6 , SPACE PARKIN i <- 2 DO. -- I --6 -SM PORCH ~_-__L_i_ ' LANDSCAPiNG tV \40-1--- 2 r 29 16 1 (TYPICAL) CO,KlETE RETAJNING WAU. I k Â·p *Â¥PICAL) i . j .~,1>-rhf-2~i:*~ J I]7- *4 -/ - , i -oae-.--..zee .t "Asj/Â· a :12, 3- ~ 3 g 1 *rkps' 1. Â· I'l â€¢7994 7 J LANDSCAPING 2,4 B ~ALKWAY 8002 I 4~f I - STORAGE L CONCRETE STUB WAI J ' 61.-_,CEZEI STUB w/1 N +L 2 11111 1,1 f .1 1 - Z In L â€¢- - - 7995, I 1.. I ..LE- , 25~010' * â€¢--,-2ND LEVEL ' , CONCRFll AFT,11,11,14 WILL v 1$Â®Ei~Nidi71 CONCRETE RETANING WALL - ' /99. 04 -T- 8000 0 --- . - - Lihi,2 WALK 11 . d *& 1 3.16 2 6 , J /21 2 j Doop 6.i. 25 DO> -Â» .-~i.~:~..' Lk-=4; 2\44942+44=Â»UE-rt.k 1 -4. 4 w O; \ WEE P Â· 4 I 51Ps i Q UNDER 1 R .'11 Â· L a LANDING ~A~ ~ *~ ~ - 6..--A--3 ~ WALKW~Y '.Â· STOR. .1.Er.,/ il IE li 2 K, 2., WALK~ W : I 4'(9 16 . ,, 0-'6 WW Z 1 - 7---901'l~'~7-- ' 00 ~rd L~~L,~"KI~:Y~~rf' , Lt:LL~L'K:'7601?41 EUE33[ fÂ«]' X -,_Â· 0 2n~ LEVE I 80014' 2nd LE# . 8003 4 z=full plefEE;;ll"- .. WALLs r 94 loos- - -1- â€¢ GROui, U 799~ 2, %/ '99 82 - ' CONCRETE ~. . 800 '11 W fL , Z 608 u G,ICUND [F~i PF 7904 27 .lizz-*-Ll ~ _n-2.~,221 67 e Z 9-41,~' 7ZIPL 6 1-1,_05/4/80---2, CONCREE PAlO 'I .All'lla ~z:- ~ â„¢ w * u , 0 4./ 1.1~ 121 fi ,Â· R:SED ./ -4 12/0 1 N 4 -rIE-- 1 " ~ ~Â· Â·Â· Â·r,Â·Â·Â·~-Â· 14â‚¬~~~~1 -1'..15 \1 794 55 / 2 " ' 1 ' ' ' I = - Â· As ~' B[Kf ~c Z Zt w Â«/ F ?999 8 ..Tag . . /03 C 7 â€¢ & STEPS / JE, a: 1Â¤ â€¢79932! ,~ i Z . 1\11 1 -1 Â· Â· fe Doop ' 5 9 . i co,CRETE / ~F ,-02006 4 1,110 X. N.. / 2nd LE, _ ff 828 4 ist "L DICK 800"i ' ' 1 VAIRWELL ~ . 4---.CONCRETE 1- 2 i CONCRETE COURT YARD . ' ~\-Unum Cka. I.ZF ./3 19 80005â€¢ I P. 14< - - %41-24,v M#%04~b~ ~ ' B 7 1'116 CONC~ETE ,4 . . . \ 199912\ 14 /3.-1-xm=4 . 3*'BtZcES --- -------'- 7 . 1 11 I /994 1 I 4.55 MI-E (Ifilir *LE,r DECK -04 - iz u -. Z -i V ILl'- 1 md'.L FF 8014' RETAINING IALL CLOSET CONCRETE pATIO \ 1 -34> BUILDING B - \*05 3=e*%--cau~ob- v - CON/~ETE RETAINING'WALL 4Ln LE~ DECK 802~54 .0/0 1/.1/ .03 90 20 0 1 1 --Â·Nae =2;2422\26 DRIP 2=~~~1- ~~4 :ii, 76 : P.: 1 2,0 11.1 FE 801' 16 i 1 2 i Ll_R - ,*6. O 3 I ...... 8030 U. 29 000,6 â€¢ ' ~ -WOOD ~ Itt MULTI-LEVEL 19% 9 â€¢ -+45*1 62 A ./ 2,â‚¬ LE.L DECK 80~882 '0 111- 5~~ CONCRETE 1-1 lili 10 \ /.'ll 1 M LEVEL r 833539 L. --- 1 3,Â·: F==*120 j U Jrd li~EL OECK 60/ B' ~ 21 5 1. i ! LI f . Â· < 115 CONDOMINIUM 8 &=~19 jitit\~f -F= / LANDING -' ///i/Â·k 7E , / 11 4 1 Eg&. STAIRMELL f2 " ~ ACCESS ./ IMUL] 8 Â· L ir /1..1'R '7' 010/_ 1 Im 151 178 .RJUND IEVEL . 799~55 ~ 80805 X' E . LE.L. 800 '7 7 *11213Â»9477.h. :fog--4 4 i %-21 . 5 2,0 LEÂ·EL DECK ./0 76 - r Il L.7 / * #L FF 801097 ~ . 2 5'N 2-4 1- 2. it ' f ......L FF 80-' 43 7.- GR0UN0UM1.&1034t 1 8 5 -UTIUTY 3rd LEVEL fF 80214/ ~ SERVICES . #L DECK 802083 ~ I, Im PE. 0012 I .,1 ~EVEL DECK 8012. 0 '1 - 1'.,9 . 1 CLOSET 8020 , W .1 9 5 ==E=~-3 0 CoOR=2=Z=4 .,0 ir ,'34 5 -fI :':4-- It -2 1 -RR m , ~ z 1) v '- /-7- RETAINING â€¢80030 j . I I 0 1 BUILDING C ' Ill 1 [1 12Â¥40:t.,tr)Ka -D L.1=12=%2-- kÂ»v= PATio Ez*94 9 m ~ 8 295 I I 4 11./ .d I F'AFL DECÂ¥ 60 71 .. Â· 3211%iT-72##..#4.-r -r-'-.....___.......~ 1.'- . . . 1 A lr~-2 ' , 'T : ly,5, - -1, y.07 88' 'ELL -Â·2_L+L 15_ plry *i ' ._ j -10 ' InfÂ·~,U 1 1 1 . CRQi}ND LÂ£9 49 . ' . -Ulav@ 94,1,7 - ..42-Eele 9 8 MULTI-LEVEL Â·22'Z , RToNIG'i ~4'sit%. - 3*-4 13* CONCRETE â€žK . CONDOMINIUM I.%. ' . 1 I .. 80041 I . Tr---C- BUILDING D 1 s .2 F 4.1.0"62 Â¥0' - : 800946â€¢CONCRETE WALI< 800845 '~. . â€¢gÂ»\ -804.-46' *IR RITNI6~6jLS-- -ll r~-7/3-IEFT 3,'@1 HE'~~~ 2 -2 3.- =121% if -}J k . 1 - MULTI-LEVEL : L --TE'' '11, / 15 m /1 1 al 1 t- -<-â€žE----0140/ ~ 1- 1 7998 65Â¤3.-STAIRS CONDOMINIUM 9#1# 0511, 1 4 =20 Lai M-/W'<-0 UTILI,Y SERVICES .O/71 :1- i /4 1 1 BRICK RETAINING WAU- - -- , <w-f-; 1 1 â€¢ ~ UP - N LEVEL OECK 8,013 ~ .-I 1 3 YNArrl- 3137%31 ,F -... ~~ 4- ~ -- ~- ' aRICK RETA[NNG 27 - ~ASS#'4289'mit//4 If h V 2ne LE11'Et FE 8(M 57 i - G-1 j '~4 GRCAIND LMi / 7998 57 - 1/ @Z~ ' 2 8 Dol W LbEL DE. 8035. Ill---1 1 - ' . ~â€¢ VAULT .=X ~CTRIC ~ , â€¢ i TRANSFORB I / 1.Mldâ€¢499*72 , . CONCRETE PATIO 2nd LE. / 822522 20 6/1 1 1 1 1 3 1 g = ON CONCRETE PAD F vuf, 19 . . . . .ELDECâ€¢ 801932 k 1 E E ~ IL ' '\ .1 *7998'i :/ -"199 â€¢I - .4 DECK 8024. f *1'& , ./.2,8 DOJ@, ', CONCRETE 31 11.1 4 \CONChETE -Â· '9% r . 7697.53 . 799~ 33 6 CON]FEROLC w CONCRETE T-3 ; ' / i RETAINING WALL 11,44 pKno Â· 82 LEGEND 1 12 DRIP-~ ~' ACCESS WELL ~85 55 I. LE.L FF 80.54 M= 205 <m , ~ '55 | CONCRETE 10 'CONikER'* >C /1â‚¬L FT 80,/ I -11â‚¬134. / 1 5iJDER .6 LE'L DED< 8010 U CONCRETE WALK *1112 12.m~-Â·NAAER' (D IRRIGATION CONTROL BOX Â® STORM MANHOLE 47~ ~47 r' 2(TIE) 1 \0 ORIP~ ONIFEROUS / 2.Â¢ //L FF 80709 4 4~'###* . "Rzl ~ 2. /Â£/98. Wl,"&/1;.NINO 'uk-1,71*.r . 19"671(5:.I 800"0 4 1 1 11 IN.-5-0006.73 *E IRRIGATION CONTROL BOX Â® SANITARY MANHOLE ' ~ PlÂ»' ~ 501 ~1~ ~f c~.c , ~ F}RE HYBRANT (t) EUCTRIC MAtliOLE * #JOb 3 80 4 1:\\ 44 /1 /. . rE- ~ L .1 -WE 16 CRIP Vi<.2-69- 1 -444=- x . -, --4.- -9,- /1 W WATER VALVE A ELECTRIC PEDESTAL @ MONITORING VELL 6 UGHT POLE - 1- 4 b pi--crucb-6.--3 1.. t,!,~ 72%3 J.... 1Â¥- RET~0*râ„¢.-1 / 0 "02 * *' 691.1 O CATV PEDES14 [E] ELECTRICAL METER ' L-- 12. 4<-*'~cp~e*Ek 6**A~Gl,AL-~-2'k,3't'~--C:9~01.PKild~, * :/+92 33~20 -L-2 - -1020; - ' - 1 1 4 / * ',3 4 - ..' I. I...er -9. .P.O--,Wk- , - 0.11- 0 M TELEPHONE PEDESTAL ~ GAS METER 7, A. U - - 7 - Omit INLE - p\. $11;FWN' b. . ~ --- ... GRAPHIC SCALE WATER LINE SLOPES Z E \ - 30% TO 40% ,-f'~~ PROJECTNO m â€¢-m- SEWER UNE ilill/'ll 1 b =tO ft ~~ -,-,-,- TELEPHONE LINE ~33( 42936--q=i,~,*~ 7~.--,Ed< -Â·-~+~ i~0*** p- ~ - , ~ -0 ~ r, - -_- .-- 2131709 C IN FEET ) GAS LINE SLOPES GREATER THAN 40% CATV LINE L.-,--; '3 1 FENCE LINE NoncE Al...ING TO COLORADO LAI YOU -ST C./.ENCE ANY./. KnoN BA5ED PI ANY DEFECT IN THE SUR#.THIN THREE YEARM, UNDERGROUND ELECTRIC V . 0 - AFTER YOU ARST DISCO~'ER SUCH DEFECT ~N NO EVENT ~AY ANÂ¥ ACTON -- --- /4 'â‚¬Ey 2OF2 eASED UPON ANY DEfECT IN ThIS SURVEY . COWICED 'ORE TWAN TEN CONCRETE RETAINiNG WALL YEARS rn- TDE DATE Or CER'FlCA'C~ X- HEREON M '3AN.3a 'ianNaAÂ¥ LISI 63111-11 3801 a O 3aNn 0103' OIl lilli 31.A SE] 1908 / rly-) 8-06 COL 99Â·SPS (OLO) 3NOHd U 910114/613 (VAA)FÂ¢460NY 1230 8003 HSINIa 03{]0Â¥ 7 1 9 E Ae OBIONHO DAAD â‚¬OL L MILL STREET ALT:ROADWAY . 3587 ONIG-1!n ~Â£ 0Z08. NO11Â¥10OSSÂ¥ 3AN3AV H.L.213 1[313 .1 210 ,]A.n r 5TH AVE. CONDOS LEGEND LANDSCAPING ASPEN, COLORADO S/rE WALLS IMPERVIOUS SURFACE 700 TOP OF WALL ELEVATION ROARING FORK por POINT OF CONCENTRATION . ENGINEERING - - - - - PHASE LINE DRAINAGE BASING PROPERTYLINE P.O. Box 9554 EXISTING CONTOURS GRAPHIC SCALE/ 1 Aspen Colorado, 81612 -------- jOO YEAR HYDRAULIC GRADE LINE (HGL J * j ph: (970)948-7474 f:(866)876-5873 -------- FLOW LINE AND GRADE BREAK ( IN FEET ] -w - SIL T FENCE I irch = 20 tt. - 52 -EL COA STORM DRAIN 44 -s->-it- SANITARY SEWER LINE 2 / 11 // dt -* -* - WATER LINE 4 5007+9 Â«9 -3 - r -,- TELEPHONE LINE CABLE TV LINE -6-6- GAS LINE VICINITY MAP 06 - LE - ur - EXISTING UNDERGROUND ELECTRIC 10Â«70 2 441 --j DRAINAGE ARROW r. 1 1 0 .SPOT ELEVATION ,h#*6*-4. 4-F * -1,3. *ve, -,--- C==. -.-- :tip.r~,4 -1-*Wjll r,Â·,-t -1~ip~. . %!EN--4 .1-7-0 f / # condominium r- *â€¢L.C<~b---5. r.1,14 , SHEET NUMBER ' SHEET LIST TABLE re Â·l SHEET TITLE *I OFFSITE BASINS // e / 100/ - ...C f 1 O 21 ' C /A/ 9 . .-r ---- .. 02 BA-1..., *Ii=0*1-----#.fzm-,2 43/2%2-7 r 5 2 t- LIN- i /1 03 CALCOLATIONS QUILCING B . 1 1 CA SUB BASIL muil- 142 . - 0 d condomEn,um - -- Z:- -4-2%.C;E~-- 4-Â» ~ '1 4 <6iÂ· 1 05 GRADING AND DRAINAGE v . 4 06 LAYOUT CD al- . 1 0 11 - 0 07 LAYOUT 2 f -.. ~ 08 STORM DRAIN PROFILE / cy STORM DRAIN PROFILE 2 . MU...Sner- i 1 4Â¢ : - -4 -[ - -;2Â¢,;fvtÂ«F*V; 6 1 CIO DETAILS T.IQ*iUMEL.C.QNUQMiNJM ' ..../.. Cll EROSION CONTROL Iminium ttif C 12 COA WATERPAGE k l. -- ---4,9,0 -- -,- f-4 34--ef,-1259,;[trtÂ£*1 111 14*4 condomintum . ~n.% 1 L H./ i...+ U -MffilitÂ»94 ~ 1 / 4. # x-- - A A<, *49 ./ -21- 14 4mhs,rr -9,1.... . 1-/%/Â»ZkÂ«--- ,/ ff E th .. r-..=b,12't.1 ,%,4~ f brcon....._ 02&44/ 0/1 f. - --I -k:-:13. 1 -0,3 - i:r. m:* r il_ .. i 22.AL,ULE JOB #: 2015-01 Nui REWSWON Â· DESCRiPT;ON DA rE DRAWN IÂ¥ 1 CONSTRUCTION ADDENDUM # 06-25-2010 JKE \ Time of Concentration Offsite Basin 1 \ Overland Flow Time: {TJ i Or:4 42:Â·u ior 3004 of developed area wr 300ft : .~ : 0/ 1./31 .rel 1 \\ 8.112 +1 / ~ â€¢optÂ·ev,ition Bottorn E:evation Polo + -CÂ¥-- - N 1 ) |Over tand Distance t-2 68 '1 '.... : OV/,0 0.,73(1 O.73 0 : Z f . IR'nof'Coe'f,cten-,L ) r 1510:16 6 r C ?00 4,71 1 - - c jr 1007, runo'fcoeff. (100Â»per.Â·10.1 (Equatio.3-4.the URM:'1 05 11)1\7- 1Â»f\9% 1 4 41 -- ~Overlan-flow Tinne{ 12 3 90 Nin Time of Concentration :)ffsite Basin 2 Z ~Â«EX--; \ Overand Flow Time (T. 1 On!v valicio,300?tof aeve opeaare/0, booft , - 0. 2 1,/.a .In 60Â£ 3 fl 7----- - of rural area 1 LU m iÂ·totteÂ·m Eita:Non 7998 fl MO 1 - '51"e {531 CD 2 OveÂ· _and Distance (L 33 4 f 00' h 0 538 ft /'i 1.1- 0. Â® C Ill\\li f -1-- \ \ <Ronoff Coefficier- C (' 35 100,r. furoff .Relf 21003'j ueÂ·rvious) (Equat,on i-4 in thp lJRMP] 1 iOverlanÂ¢ flow T,me{ll Z \\\ I \ Time of Concentration Offsite Basin 3 g 111 1 %\ /, -7 Onlyval,1 Â·c i 1 Â·,1- pwp.d. 01.8 orIOC d < Overlard Flow Time (T.1 OÂ· i a' : r.. O OP Me w 82dz t 0 .sz- -/ 22--1 \ - 1 Botter. /.u'lon 8(192 It /- -- .4. Over I ar d Distance (40 115 f i 1 416 1 --Â·-21=_c, --* 14 C /f: 100yr. _ e 100Â° u.4 : Ov I w How + m. Â·R/noff (.oeffait ' , runoffro If i . pervil Â· {[Â·qual on 3Â·4 rthe URN. e 10 1 1 - \14 Â« ' 5 0 .l --%.1. Citi/) /1 9{---] Offsite Peak Discharge Developed Calculations ~ --'4 h..ll ~lÂ» J ; 4\\ 1 \ \\ 1 \\ U 4-0 1/ h \ -: . \\ 1 1 * 1' \' 1 \ \\ 1 1 \\-/149/foffi /foff~ Basin ID Total Area Imp. Area Impervious C Value Time of C Intensity Q Max 1 Hour(P.) Return PE'lod 10Â· .\ 7. / / i .. Seâ€¢(Dl) ft' Acres ft- (Al 1 From Table I (Td) l=88.SP,/(10+T,)1 052 I ft/sec 1911.00 0.03 0 0.(I& - 3.96 I 0,017 1710.10 0.01 u 0 008 J 96 0 02 /. r. I 3 4417.00 0.10 f. 0004 i 0150 5 \ N ---> , : 1\ I 1 6--3- U,-,- -,~ 5*----*7---44**449*4-1 TgE 7341.10 0 0 00't 0.10 ---=59 MI~~~ Offsite Peak Discharge Developed Calculations - N-).<1/.5~,ska-i-*K:- ----%--% 49\44: tÂ« 1 Hour{P:} 123 Return Pelod 100 ~11111 - 1 - - 0 \\444\ 1 - Basin ID Total Area Imp. Area 1 Impervious C value , Time of C intensity Q Max L--/ 44452'z--=6=-C- 12' 1.f , 0 1 i D.'09 ' See(01) ft' Acre s ft' 1 (96) From Table (TA 1=88 SP,/(10+T,)1~052 ft'/sec 1 1211.(X) 003 0 0 00% 0.350 5 6.33 H 0.00 0 1715 ' . * 0 000Â·4 .350 0 6.33 3 4417.00 0.10 0 0 00% 0 350 i 5 6.33 0.22 /\ c -242/ i- 9- --3-2--4391 0:m .lope (5 144' i Z 0 1 1 .~ffÂ«fÂ«-Â« / - 0.77 1- 1 -1 \ 1 - 0 . 3 2 0 3 3.96 1 0.060 . I 03111-1<Al// /*W/., /- -%X- - v~L_)/kzo _ --=V // IM.a! 73.13:.19..Â· 0 0 00 0.373 // f \ 1/.<C,/1 - 04\\ ij 11\Â»\% 1 ) 0---- ~ffootÂ«/1/ ~ A.<- W , /Â» mjil C / i// Ic//lijili u-xp- R - ili .:14..CL)- j~ ~ 'll"jl)2111,\>41-0-Â«~I-tr---- /~4 1 8!11111 / j\ , 77' JN 1 ') U / Ii) \11 ) 1 ( 0 J \ \1\.-2222,,Nm,. ./OS K. 2015Â·01 CHEÂ·CHEL) an RBG 774/4/ A f 1Â«-4 rÂ«Â«Â» -- 1-/1 24-2 - 1 4-1/ fl /37/9/f 31// f FOR < / CONSTRUCTION GRAPHIC SCALE - 101% tÂ« in Â«/4 210 40 80 04% 1 ///, /1 1 411/\.,U Ill FEET ] I Inch = 20 11. L ~ *eN . - ////i//1/--/-//-2-,f~ Cl))iR~#'~~#E& ~2<4;,~ . f//0 // 7<4 1 111111! Il If C .til,ir//Vid'lit, i\\ \t' Jf OFFSITE BASINS Cl \\ C \ 1(/flm'H\\\11/////// C12 1 1 619LE 'OpeJOIOD O Vhl0100'N3dSV â‚¬299-928 898 ) 1 t,ZfZ-8*6 (02.6) :40 \/1 4-9- f f // / Ad NAAVIO 3190 NO:1/,20930 - NONSÂ£Â·13l 9103â‚¬Â·90 .# r,nON300Â¥ NO!10.827 10 Year Peak Discharge Developed Calculations il Houril, 0 77 .*Il: ~Return Prized W ~ i Basin.LD_ Total Area Imp. Area. Imperv oqi=.~_â‚¬.yaly.e. 1 7222015-. Intenâ€¢ ity .| Q Max See(Dl} (ft') {f* } (90} From Table (T:) ji=88,81),/(10+Td)' ~'~* (ft'/se[-1 . : [ t.1.iÂ·, 100Â·!I P ' 5 9, 2 .Â·.Â·-Â· + Â·Â·Â·.'Â·~.'Â·-L 3.96 , 048 1.........3- z:b/Â·l 1000[4 0 .Â·, 1 5 i -1'JA -i p U 4 152. n 150- 21 , 100 00: 0 i ; 5 3.96 0 13 5 9181.19 .918119 100 goD 0 916 i b 3.98 0.7b Tot/ 22297.51 22297.51 100 W 1.86 10 Year Peak Discharge Pre Development Calculations 1 HOUR P ! 077 Yip Return Period 10 M Sawn 10 TINI Area Imp Area Impervious C Value Time of C ; Intensity Q Max W CD O - 1 See([1} Ift') (ft'] (56} From Table (TJ ||=88.SPI/(10*Id)' 052 | Itt'/sec) m 1 4720 3'5 0{E' 0 2,0 5 3.9{. 1 01Â£5 o o 2 0 X: (r (: 152 5 3.96 $ 3 7'I.,: .3, A.' w DI~, 1 5 : ______ 39{, i 0.03 4 19'- ' CI i./71: . 0 150 1 5 I 3.96 0.02 4 1' . I. 1 0-50 ! 5 I 3.96 E 0.13 Tota' 22297.51 0.30 ............ 100 Year Peak IDischarge Developed Calculations '1 How(P 1.23 IRE.â€¢irs, Pen :; 10. Basin 10 Total Area Imp Are, Impervious CValue Ti me of C Intensity 1 O f.' 1. See([1) (ft) (ft'; i (16} From Table (TJ I=88.8"' /10+T ~ (f L i.i, 1 3720.35 3720 6 : 100.00/ 0.950 5 0950 ~ 5 6.33 2 4Â·24.w - .Â·'41 100 00* [ 7 - 2062 - Â· 7â€¢:. 1. 100 0096 ' 0 950 1 5 633 0 2, 1 4 1.92. 1 0, a : . 100000/1 -5 6 33 ()22 1-.....L__ 9181.19 Â·Â·,~31.19 , 1Â£4Â·k.- . 0 950 1 5 633 127 )3994 / lotal 22231 5 22297.51 100 8, 3.08 100 Year Peak Discharge Pre Development Calculations Re urn Pâ‚¬rÂ·.i 100 Â· Q Mai 0 rb DE 11 - 1.23 I Basin ID_~ot_al Ace Ina Area Impervious C Value Time of C Intensity 52/1011 (ft ) ' 1 n') 1 |%| 1 From Table (Tu) 1=88.8/,/(10+T }1 ' 1,1 /1 1,1 1 1 I 3720 35 0.00 0 001 , 0 32 5 6 2 ~ 1,721 25 0.00 0 W n 0 35(; 5 F :Â· 21 ' 14 - 6,1 1 3 3 I 20>' 11 0 00 Or 0.350 5 6. 1 JI / I. LE_91,-1, ale- dia I_23â‚¬--1._-5 -- 044 1.13 Pn Total 22297 5: i f,- 4 ' ''' -0 4 4 1/1 4 11,11 1 f 9..3 0 ..4+I -77 li 1 4 ,~4.000.t N 5th Avenue Condos Required Runoff Storage t WQCV --Requirtd Pequired Storage Â· Requnied Storage __ BMP el>1 Â£ ill:1 - . Site Area 1 Site Area Disturbed Area Impe/ious Ib val Storage {rounded up) IFOSol i. Location (acres} , (st) (sf) 'Â°< ..i_ 141.....__..~_. M . M â‚¬ TQA - S VE 7 F. 1 , Â·-I 0.87 43560 10890 100 00% 231 41 231 W Driwei Per.:,Â· TDtr,\ 348.0 1-V -- 707 2 1~lilli *Bul-'.i 5 11! ti 306# 201501 CHECKED B RBC FOR CONSTRUCTION t GRAPHICSCALE BASINS C2 2 IN FEET ; C12 I inch = 10 ft ONIB33NION >12:10=1 9NIMVOM SOONOO '3AV H.LS Â£Â£86-92 8LL(99 4 VZVZ.9*6~ (OZ6) :4d 9 peJOIO Ue SV 0(]Vhl0103 'N3dSV AH NMVIO 31Â¥0 NOU<#6,299(1 Â· A#029Â£43l t# VWRON300\ NG.LOAMISNOO r 1 1 *.0 '%044 ' I - 40 1 t.liÂ»EQF B*Sk.32 --*I.-PlptÂ»-EL_ -0Â¥7--u T TIE iN - 02 ~-DOWNSPOUT TNE LN - 06 ) TIES IN BASIN 3.I r PIPE - 62 - \ 1 -261- 1 1 /Mt ET - 03 - / 1 1 - -22=,- Â»22 \PE - Cl DOWNSPOUT TiE iN CA 1 TIES IN BASIN 13 OVERFLOW DAYL ZE F- PIPE - CA DAYLIGHT PIPE:7986.74 12 - / r'NLET - (5 i PIRE- El r P\PE - CT r- pipE -06 ~ 4 11 * LE i ./ 411===C-\--L \ OVERFLOW PIPE \ 202 01 tr . 2.001 \ p PIPE - 82 -RIPRAP INLET -83 DowNSAff HES JV 0 ~~~~~~~~=SEE DE TA IL p PIPE - 83 ~ BASIN 2 AND 2.3 | 5 PIRE- BA 1 DRY WELL OL.ECTS BASIN 2.2 | | INLET - BA | 0- PIPE - 810 22=\ rk\ f / DOWNSPOUT lie r P/PE - 85 0 - 1 CATCH BASIN - 89 , 3 ~ BASIN 2.5 ,' couFC 7.5 8415/Ar Zi f -* 3,- PIPE - 89 MLET -85 1 ~-CATCH BASIN - 86 DOWNSPOUT TIES IN || DOWNSPOUT TIES IN ~ ~ ~ BASIN 2.10 COLLECT S B~,IN 2 9 14---DOWNSPOUT TIE IN - 88 '73=:d/ 11 TIES IN ---* BASZN 2/3 f - PIPE - BE I1 11 0. PIPE- 81-~ 1 Fi~Y21Â·ffAdi'sif5'4 - CATCH BASIN - Eg - 'PE - 87-1 \1~ PIPE - 88 ~ TIES IN DOWNSPOUT /\\-h It ,-CATCH BASIN - 87 ~ FROM BASIN 5.HO INLET - 81-1 ~ A ~ B 1 1 / COLLECTS BASIN 2,11 ~l DOWNSPOUT TEj 11 / DOWNSPOUT TIES IN IN BASIN 2.d ~ ~ f BASIN 2.12 11 INLET -EB COLLECTS BASIN 532 I -* TIES JN DOWNSPOUT PIPE - El FROM 5.9 PIPE - AN j %Â»tns 1- 4 '. ':.: 1-- PIPE -ED v. . FROM 58 li / DOWNSPOUT 115 IN - Adm -- j PIPE - A ~0 '---7 liEs IN BAWN / 0 - / ih =UM'Lsm L.&2 1 //Pr f ..t:.' --. 11 1 1 11 ' PIPE - ES PIPE - AS- r-INLET - ES .-a , 3 PIPE - Dit- 1 COLLECTS BEN 56 1 P 2 CP -u pIPE - 63 1 . 111' -A -PfPE - AB 1/1 - I (44/ PIPE - Aâ‚¬. #- i -- --* DOWNSPOUT TIE iN - 9 L 6 PIPE EB MLET 66 ' ; O TIES IN BAWN U #. PiPE - Eb CBOALSILNEC~ ~ , F~Â«-J f 1.10, AND 1.11 i INLET - Ed 1 --- COLLECTS BASIN 5.5 TRENCJ1RAIN - AS - - PIPE - D13 f 1 - DOWNSPOUT UES IN 1 :.9 G 1 1;1 PIPE - Ad FROM BASIN M PIPE - DIZ , INLET -EV COLLECTS BASIN 5 1 TIES IN DOWNSPOUT INLET - AE .-. COLLECTS BASIN U i PIPE - 42 PIPE - Al , , s' 7%12Â£#Ed 16 IN - A2 INLET - *5 PIPE - 23 1 '*-I - PIPE - A~ PIPE - A5~ 1~~..~v i -0 J ~g~ kf SLOT DRAIN -Al SLOT DRAIN - &6 , I / . ... COLLECIS BASIN U A' 1 If COLLECTS BASTN 1.4 . .. I j 't-<.- 5 - 1 11 It 4 , PIPE AbJ i ji~ 1~ SLOT DRAIN - E3 COLLECTS BASIN 5.3 )05# 201 5 01 CATCH BAS]N - DA $ TIES IN DOWNSPOUT 4... EE IN OFFSITE INLET 2 PIPE - DID ;11 iL FROM BASIN 5.3 CHECKED RY. RBG i Â£ j - INLET - A7 '=APE -Â£2 INLET-07 1 4.13 TIE IN DOWNSPOUT COLLECTS BASIN J.6 . FOR FROM BASIN j.5 l.9. i nl / ila , PlpE - 09 1 COLLECTS BASIN 1.8 CONSTRUCTION 4 1 Ill# 0 - PWL 01 11 il-DOWNSPOUT TIE IN - El P/PE - 06 1 WA\----- p}PE -El . Â» PIPE - 08 HES IN DOWNSPOUT - -- PIPE - 07 FROM BASIN 5.2 , - 1 al , ~ SLOT DRAIN -96 + INLET -Dj Â· 4. PIPE - DA # PIPE - DS COLLECTSBAWN A.2 6' ' 6.55Â· of r â€¢ 2.001 PIPE - Dt \NLET - 02 A _OFFSITE PiPE 2 " I 1 11 -11 -INLET - E COLLECTS BASIN 4.3 : COLLECTS BAWN 5. f TIE iN DOWNSPOUT + V.' FROM BASIN 83 - .< 7Â·- U GRAPHIC SCALE OFFSITE INLE1 1 011 MIE PJPE I \ OFFSITE INLET 2 . - PERFORATED MPE ' WALL DRA]N - SEE DETAIL SUB BASINS C3 L-- STA 0+28.51 OFF -7.009 9.58Â· of r * 2.001 1Â« \ 57*D+45.9 OFF-42iR RIM:70.73-' INL ET - D PIPE -03 L RIM 7999.98 SUMP:7995.2b COLLECTS BASM U SUMP:7996.01 -SLOT DRAIN - 05 _ } C12 [ IN fEET i --<D-Â·.-_ /,VF.ourÂ·7997.263Â· TIE IN OFFWTE MEET j INV OUTÂ·7998.Dj d COLLECTS BASLN 15 I inch = 10 fl ONIZ~133NIE) 3 ONIEIVOM SOONOO -3/\V H.1.9 Ezes-92 8 (998 ) 4 *2*2-8*6 (026 ) Nd EL9 8'oP SV 00Â¥h]0100'NadSÂ¥ M W /44 *I ....O...Â·.0/S/,1.8 gyr gÂ·ToeÂ·:rÂ·Â·go ,# FK)[INJOCV NOUS:724ISNOD 41141 Peak Discharge Developed Calculations Storm System Pipes ____ _ Onsite Piping Capacity K 046' Depth Of Flow-section 484 Sewer Sizing riÂ°) 12qi [Pipe *34-Epe cont 9 . 16 b.5 1.2.1 1. F~ Peak,-iow ~,,Â·s) p ' [_81 'iII.---------.. ......... '....... -/...Il-/,1-647+21,y'Il I. Lorrtint d M~nn~ng De,1/ X 'ecttor 'lope Q 'u . Deign/QI' d. D~pth Ret. r""09 0 AZ 1..1 --0. 1 D. in : ow | Cop '- D #mel" 1 Dia,net" 0 2 5,4, 4.44 L 80 fuit i [,â€ž *Tâ€ž 'OW Coelf Pflt 0,ametp, 1 ' 1 0,1 r Imch[ *2 1 1 (113/.eâ‚¬) 1 ./. 1 1/Im Chal) d-(d/DI'D i Basin ID Total Area Imp A, ea Impervious % C Valle Time of C Intensitv GMax AB 1~ I _0. 4 -_21 I {ft'/sed 1 n . 19%150 d-{na/..6. ..+ 1 *hes} I (in.~ Yes//6 1 o p i o or O - Al Of $ 0.01 40 C Col 10' 00' 2 353 t j.U See(01) - - ' 0 Al CO.3 I 00 , 106 00% LUD 0 614 I 40 i 3 21:~~~1----G:ir--~ AA 1, 2 9 Percentage From Table tu 1=88 8/ /(10+TA' Â°' ft'/sec 1 AL _ri=-----.-.-.--.---L--upS --Ki----EJET-41-2(*Pi-01---TET-48-1-iE--2-*c A2 All. 001 4 0 0 087- 9 0,5 0 351 , 0 2'J 0 41 I 162 Z =AL_114_-101_18_021_152-40_4_121_1_1=_I ~1 ~~- JI,1 4,1 0 08- '00% 0 351 T- C 2 0----air--9-167 CE 11 136 3 136 3 lue ry" 0950 6 32 _ 002 1 AC - - al r g 1 oIl '1 2 (1(F. i] 7, 3 21_L_2.2--1--1%1_u__21__~ 0.01 6 0 /19' , r./ , 014 1 2{1 1 liu ~~ - -- , A' 10 0 ~ 0 * ' , ow , t t, __, . --- i -E---310-[-TE--1 Lu 1 2 61.3, 61/ EL 100 90 ' 0902 % 03- 003 - ~~~'iN~~~~~~~~~0400'2'X*-O'/,-7-,,~1_0-4831_[-- 'p, 4 __Al__L....9 & 13 670.81 670 8. 10.93 4 : <IVe - 033 0, 1 - on, 30 00>0 0 ' l' 1 3 , 480(] -86 1 02' 17 61 -- 6 0'( 1,0 I Z -4-- 1/ 414 09 416 F 100 0 'rk I# f, -5 33 0 8 A10 1 ..2 9- 1 A; ~ .1 U,9 115 131 4 14193 1{ 0 Â»r ' {} 9,< , 6 41 0 02 ~~ -*- - ----- 1 - 1 '1 ~ . u T Ve& 1 - --- - M.- ---- -- 9 ~ ll #57 â€¢ 7 1{ 0 Ck#' 9 & 613 1 00' --- - - ------- -- 001 , C 1 147 61% 4 . I ,!rps J A, 0 4# O.01 .0 1 0 1. 2 ..'i ' i - LU C) 1 46 4= 001 bC 011 2'â€¢ _--' ~nt 047 22& C *5 0 9 3.09 8 81 2 - -- 6, 004 5 89' 002, 021 ' 112 0102 319:~0 -to & 1 E-13 i 001 0 3.4.0~ 2 40[ .0 u C 0194 21.Â§90 ~ _ -15--~ 1 Al] 0.11 0.01 1 8 .,2 I 1 ./ 100 9(60 1 31_990 _ _ ..___1 5.33 i 004 3 82 -1 1 21 - 0':-1 r r. . 1 2 1 1 62-- - il--4- . 21 0 1/2 001 40 0 887 7 0[rh 0 35' 6 79, 0.41 1.62 / 10 1 I 13 1 0 95' 5 ww'-----: 3 0.02 1 83 1 + 1 0 '18 . t. 2.Qi_4...27 - 1 _43 60 4 POD u Al oIl] 0.01 0 0 0 19â‚¬ 3 004, . 206 C .13 0 V 1 3.00 - M& 1 . 00. 021 252 40 3.20 0 - o 0 84 1,0,1 82 I 70 00. 400/ 0.16 1 9~3 6 0 4 860 Yt _- - 313 ?2 07'ul OIl ., ( (ill)6 407'-- 46' . 047 0 91_1 871 , 71 01 21 1 LL 21 2- - --i-- -5-- --2- r 1 1 ---- -+ 633 oul 21 , 220.84 224 &1 100 00% 0 950 - Bi 0 1. 001 ' 20 0.19 ' 3 354 6 0 4 900 1 - 81. 0213 0.01 5 0 0 196 0 335 80- 1 - 1_2 385.58 381 - 100 00Â°S I 0 9,0 j 333 00, ___ __ . __ .__ .- ._ _ _______.__._~ .._ '~ ~ __ 333 003 j 81 1 89 0 940 0 ni 2 One. 0 31 3 989 6 n 4 9LJo .. I ___81_ < ' 001 DO 0146 - i 1 045 4 - 1 5 ' ' '~J 00 1 0.40 4 789 ~ 0 i e 402 $ 0 01 8 C 03.) 4 K 2/3 B ly | 3. 22 il E,~ 1 232Â°' ti~-4-31 ~00<-9~ Â»4*tftf-223(3~ 52 on 7 0, 1 0 2 ' 6 204 10, g 9 000 25 z- _-4 i B I .18--Ugl- 10 0 0 545 2 â€¢ -E_L_ 0_262 t 4..2 ~ - 2 3 1,8 1-07 r n. trn/ 0 70 | 8 416 | 9 0 9 600 Vt. L_ Bs uc: - -2 2-4.12 0 0785 3, >J 0 38/ 0 41 1 5 82 - - - r 12 C 0 724 4 1 9 4 /311 04 1 5 7 2 4 10/ 77 '1 - 10.00 ' 1 0 95(1 i14 010 3.62 (, 0. 2 'Xyl 0 " 12 0 9 613) Y. ' I 89 31(2 Joi - 0 148 ' 0 172 0 31 1 -'9 25 ,-r. 1,Â· 0% 0 95{ 3 Â£ 3, 0 C. 3 44/ O 0.-_ 4 ref 0.69 ' 0 9 600 vIA ' 61 3 44. 0.01 ' 12 0 0 705 1 00% 9 291 0 372 0.47 5 v + j 4 + - 0 10 â€¢ I 0 94' B E 3/ 1 003 Qi 0(~13 (101 . 0(74 0// , 8 3 2)3 Y, 654 - 6, 15 .*' 2 6.33 0.00 013. 0 01 {19 0 711 0190 0.44 2 { 1 r ' 2, P 39 0(/ . 0(74 U.?' , 11 4 8(13 1 T ' (4 11 :6 i)2~0 C3 0 1 ,- Or,l f ' 0 196 1 ,"7 0 ' 1 0190 0,1 1 ~ 679.52 6. 02 100 m 0.90 1 3 6.33 0 0% .- I. ..........-..... - - ... -................. I.. , Â»i 0 " 0.- 1006 0.27 1 1 4 0[)0 T "s c. I | 0 222' - I -4 - - . - (-4 '' 3 1 /1'J 1 p 0731 0 311 3 --Er)-2-ny37--imÂ«----Ep-r---7---22.--- 8_4 _ 3_1 33 I ONA * + ~ , . 01 61-,3 19 0 731 0 311 9 633 00. , c 4 0 0 01 100% 0.32 4 80/ ves _ __ __ __ ... - -9 2 - , 416 6 416 9> 100 00*u 0 991 1 633 0(X ~II.-I.-*IN)-)-----~mi~-~ -- CL, I r 1007 0.32 3 830 1 â‚¬0 4 600 Â£7 31 31 022' - - - - 4 -_ - .._.__ x ' 1 ' I L #E I lÂ»}4 07,1 0 311 , 2 , 2 _1 418.89 41:89 100 004 0 050 I ~ 6 3 -- Â·-'------ ----- ---- ------+----~- CO 02* Col 1004 012 -- 3-EFT--60 46%-l tr 1 -- 1 -17=unG~FIiaLLE=ELLIEI7---~Â« 5 En 42 , C wl Lut-310280 Â©4 2-10-755~--0'<~~2713 ' 60 46& e< _] -~.- 1-' ---- -.28 - 60 0196 10 -- 2397 0 125 2.r ~ i 1 JS 397 111 1000[19. I 0.-2.L_L_...11-~ 4'1 E.2 Â£1 44 . 4 Dl 008 001 10(N' 011 1325 40 3200 0 1 Dl 0013 001 4 0 0 08; 1/. 0 248 9052 0.16 1 0 -il 1 1 699 3. 1 6(39. } 100 !20 1 0 4 1-4--.-6-4 0 1[ 02 0 142 0 0' 1 00*, 0.27 3 75_ 6 0 4 800 i Ve' (e\ & 1____________2___226 I D2 0112 0.01 60 0 196 1 #I 0.31 0191 :.4 I 2.01 - 31 ./ 1 02Â£ 5 6 â€¢ 0 14 - -- --- -- -- 05 lou 00 2 00/ 01. . 087 4 0 3 200 | ven - ty+C 61 OIl J et) 0 ul 4 [ 0 f)87 2 tX' C 151 . 17/ 0 -it ~ 1 1( 64 4, 1 0,2 1 1 Di 3 272 1 01 'C (1 96 1.- 11 ' 0 164 1 34. , 7,8 -- -~<-----, 03 0.23 021_j 1000 0.1?_~-_4.--3* 6 0 4800 .... -* 03.2 -- - -- 1--- - - -1 , 04 0222 00' ~NG'' 0,2 384,3. 60 480[' ~---17 04 1 222 1 01/6 , 1 , 104 041 258 1 0 4 032 40 0087 X . il] 0 '49 0.33 I 144 1 2. 4 T--- c 32 1 l')5' 0087 1 0 0 i 2 0(h [} ?r 2 378 4 0 1 +7/} I f , .0 0 087 .. 1 0/2. 1 0 oF 0.2 1 42 9/ 02 , 22 100009i-- 09. -2-- - 6 3--- ~_i-~2_lf_LU--33232222222____1_23*EL- 2--9-L Â°02 i 001 120(Â»c . 0' ~ 1 40 4 20'} ' .5 1 43 114.58 15 56 100 00% 9 900 j 3.33 "2 ' Db OF 1 on. 15 005. 0 . M 41} 3 100 3 . -~ __22_ ~ 11 -4 0- - OWT ~15.10 El C Ck#_ _ 308 _1 03. 2 44 | 1522 136.22 100 00% 3.33 0.02 ~ DE , 43 | 002___- ~ D 01, . " - l'(6 40 6 11 4 0 0 2/ 65 Ceo 1 999 I Cell I let_- T_000 1 irr 0.r 1 _ 0 23 088 _4~.1,534_111-S_l,ER91_~_22,6_5_..11______3LQL ofâ€¢, ir 0.13 1 1199 4 0 3 200 ~ . M ul 40 0:27 ~.__.131- 220 '~~ _' 11) lf 10(} Â£~~1...____O 91{ 1 , e 11 (1~ - ----- Dg 0 331 0.01 40 0/7 13 70,0 0 918 0 360 0 47 1 80 n 17, - - -- -46 ' ' | . CHU 1 1, 4, 023 ~ 2 733.10 2.. 1-- c. ' ' . 6 Jol fi o C 19/ 1 00% 0 731 0 9/ 442 1 1 J 003 1 , 1- 0 303 | 001 1 I iâ€¢ 03 4 Mo .0 4 PO. es - 52 ~, t lr' SE~--6-07-T---r-~----14-----Tuiri + -~ ------ - - --- ~p~~_ -77~~ Dll .6 -_2121_. 60 l. 1/ ' 1 (.N oni ii I 0- 142 50 _.. ' 1 1( 005{ 1 4 633 1 L ,- . 1.2 0 * ' _.2=-_In:4.-9 (li_ _ 1- 1 ' p i 4 CA .0 - ~ -~ 1 , 2 72 312 04/ 0 " 2.. 1 1 01, ~I 12 0368 I 00' I 74 i 021 7 1 40 3 200 51 1% 10' .â€¢ 09yl 1 5 6 9-#-C 1 - - --- 44-- ..~ 0 1 E' 6 ~ .0,1- _~- 1.2 J. ' 'i, I 2 5 5 12Â£z6 1(fm __935!1 I - 3- __: 6.iL L 0-91 â€¢ E El I -' tz> - 27773'" 1--Â«- f I i - --034 4-1 70 -13&3-7 - % 114 '{I , 0 i I. l' il /2 3_4 0 363 001 1 ., ~,4 4 080 6 0---T- 4 C Yr j _ __.2 - _- _ - - - - - - -1- --1 [2 6Â· 2 OLB 6 37 - i 7 r , ,~ 0 6 56 _355., -. __255 8 100 30;4 250 1 3 i 633 .1 6 -24 "1 " â€¢' r I' , 198, 4 0 3 200 I. 1 ...... 1 - -M - 51 4 0,4 ~- - --- 6 1 6.11 01 6 0 c j?u_ 178_L_ ' -2 j ' 50 038 2.20 I ,2 0 340 In 4/, 0.30 3 5/4 4 lion . 1. - 14 3 0 56 23 0 528 -q.OL I 4C C 081 - _ 21_00â‚¬ _ 0.53 21, i 4 8 2099.53 2099.58 100 904 0 450 1 9 631 1 0 29 --1 L /8 En.-11271__ O.71 1 1106 40 3 200 n , 9 ' I '' 1 - - - -- - 1- Â£4 0 559 0.01 60 0 195 2 0091 i 0 L9 1 1 1 Ut____10.30.1_._12kl__MEEL---2.li/_151_114 -i---- 0 01 . J.' 0 2. 4.77 7 t. 0 4Rn Ye ' ~ , /4 -- -- C 0 59' 001 60 0 196 17 0090 3 n~ 0 19' o M 2.81 0 19 4 1911' 1/'/Â¥ 0/ 1 4 &1 0 2, -26 1 --------------- -- ----------- ---1--- - .5 '1194 Oil -1,7 0 3 (,4 '00 Ye - | L ----- ---lo (}il7 oIl /0 0196 12 7- 2 3/ 0 244 0.37 ?]g 111,4 1 .13 00'- 16 1111' 1 1./., , i" 6 0 A 4 410-9- P- --,-7-- ---' 18 .L Â·b<ZILIjl_-at__--' -- -- E, 09,2 0.01 0 0 (1 1 96 18 005. 4;2 i C zii 041 245 I - V...... ----M~ ----- ED 1 1 l â€¢ b i. ' â‚¬0 1 4/00 Yes - ~ I 5 033 I 0.15 ' - ---- - . ---- . 1 -----1-- ------7----------- - TH 1 1 022 9.01 4 C 01% 8/8 2 008 E 10 I L. _ . 1.46 051 052 053 - 1 St. & 14 (' 0- . -â€¢' /0 1 4 4, - - *- '1 1{1 r (' bd' 1" 3 .96 : 10. 1lllll Total 19095 7 3 08 EY . O u . i 100 . I. 1 .% 1 1. - '. O 01 J 41 - 1 4, E. 14, I, , 0 ' 12/' 1 9 000 0/085 1'*. . 2 I ./0 0.54 1 1 UU 100 O.arte,4 3 449 U 0.79 .413 I _.0 1 9 600 1 wtk#MI 21_l___-_3!11__-1 129.-1. 0785 2 ,.0 I . (525 059 1 j Sub Basin and Circular Inlet Calculations Sub Basin and Rectangular Inlet Calculations --1 8 i.HouriP 1 m=40% Y,= 04 (Depms iniet by 0.04 ) 1,0 r P 1.4 m=4Ok Y.= 04{Depress inlet b,0 04 ) ~ '|Ret.rÂ· P-r 06 10. 4-50' 1 4-0.65 Pet, m /Â£ rl< e leC C,=5" (=0.65 41 -- - 1 Se,>Im, 00 1 {ft') 1 (56) From Tabli (L) 1 1.88 89,/(10+T,11 P" ft'/sec | Wo (inches} ~ A (1-C JmA ' 1 % 4 1 _24Â»0 1 24b /0 1 100 Â»r T 151 0044 Ef 1 ) , 0 | Ye, 1 1 0- ~(Du . (le, (ft') |_rE_DEN*2_14___lU____thÂ».Edatillm.*NE~Ellm*221-__Â«ES)mWA 0 1 Ye, Q-CAV2gY, (Ves/No) 1 11 lili 112 3%9 -b / 36, ,8 U 10000â€¢ T 0023 1 1 0 1 381. --. 1 Yar ~ C )RA Al 11 .6 16 3 5 1 U . 1,11 I I C }6 ' Â« T la Â· :._ -1 .'' L_ - __ {~ 104 ~~_ 2~ 9 Iii I 1 -138.22 ~[12â€¢ 1 . 1 1 5 --3-1 -, 7 __wi-1 'r .-- ........ L. . - -4 - - [ 'O, â„¢ 1 ~TNXT91~~~41Â»11_Â»E...LDEPS-&A DMI,48/,16kOFQ:E~ I ~ , r, . 5 .1 I 0 - 1 r {V .03 I 20 501 -EN~FTE,'11413/8--494 ~ 1.*) tr _0.-. 5 --~ H. ' Mil 8' row & I I. 0 070 , Y. 1 - ------- -= ----- ------ -- * i. ' ~ 204=..4/BY RHG I 38 I 309 121 | 1 1) OCr. r, 4 . ' 6'. 0 041 I 6' r,Brd C I ~) [)44 * . Siu Â·,1 , 31 17031|,â€¢] u.1 5 173 ] , oSI r . C 063 Th ')RAIN-[9_1 , I 1051 ~ 100009 | 0,J 5 6 1 In' 1 1 4 I I . 60 C C69 Ye(. 1/iii {)11 43 Â·,I -i.- *4aU-EV-~~-7----~~*-----*-3a-7-1- rlou.Â·,1 ~~~~7-FEm-------lar -___-- - - - - - - 1 --- - - 1 -1 - ~7---- --- -- T ' INL,! DI 43 . I. I 1â€¢ â€¢ ir 5 62 1 1 1 0(.* 1 M ' FOR IN ET 0511- 051 ~ I, . 1 ' N 1 6 I E 633 '2. | 12 rouno 12 01-7--4 - 3183 _ I k ~INLET DAL-li-_ 22 | 11, ~~In'(~ I-0,34-0 --~---~LIG- I.'- 6_-rEld_ - _' - - -- 1 Y. 0039 1 0 04â‚¬ 62.-252_RAL--1721-_L--la)-21( 1 0 3-0 5 I33 0 087 12 ro.inc 12 0 157 0 183 #I CONSTRUCTION IN'-T DI ' 40 270 19 1 270.10 1 10( â€¢. 1 0 0__L___1__-1_.--I~13'0-73;*ricri15001_____--__--2-046,I, ~_ _ _ __* (,31 0.03 1 6 roi l { - - I - - F - 0 l)4e I 'b ~ 222.26 1 10[, 0( Â» 1 0950 1 5 1 6. 1 0 .. E ./ . ,/I / 1/ 7 0 03% --1 ~f- I i &:2 6 2 -iE E '__f &~S_- 2 9-- IEE ~ n '1 61 1 - f Yeb , % '' fl IN, ,| 47 I INLET.Â£31_ C 11 | 11 u ~ 1118LL ...1 0950 5 i ~ 0046 , A 6338017~6~.,~~~~~~;-~~~ " i# AE_,&11--=~L--1Lml-.2-aL-1000tL~-0.50*-,-~ CALCULATIONS C4 C12 ELgle 'Opejoloo ueasv 00Â¥k!0100'NadSÂ¥ â‚¬289-928 (998) J 42*1-9~'6 (026) Lid SOONOO *ElAV HE 40 ..VM' ill(] NCI.la,8383] 33% WOL 62 96 ,# FvrlaNg(JCV NO N OAHLSNOO , -- /#1741 , 7:-2%7~~r/E /,V - cP . Â· \ - --- Â£701FN,5201/r 7/Em-C# k~ -- ry. r P/PE - 02 -4 NÂ«~9~4, // / 1 - -- L , 4 1 ' 1 000* ' h ~27 - 0.3 - -Â«113-1 904 / - -c MPE -' 2 1 0,/140 0 j, '- Z 1 1 1 + huwatouT Ttr-IN -.Cd 6 - - -4 - ~~ OVERFLOW DAYL - @1/9 cr P \PE> G.1 DAYLIGHT PIPE 7986,71 12 4 - , 902-4 5 " Pipt- - 2--N - _/ UU 6 *. 4 - r LU pINLET - 05 . U *4 -- 0. 1 PIPE - CS ~ .. OViD'COIk-PIPE .... Z 21.32Â· 01 12- â€¢22% -\ Ill ~ I PIPE -82 # M ~E PZPE -83 ,r , 0 -O 11 1 - - i 1 , i Z U/ 2 1 1 Â»INLE,r - 83 0 -~xr -- - ~- 'of INLET-82 - ' 1 2 - , ~ r PIPE - 84 POTHOLE FOR CONFLICT - - DRiwELL ' fre--- ~ 1NLET -BA PRIOR TO ORDERING PWE - Bla , E-PIPE - 85 OF MATERIALS LCATCH BAWN - 29 /1 65. g C. 2 99,9 ~~ \ 11 f \ 1 92 - 1 i 49_: PIPE -B9 1 1 = 4'Â£, ) / C D / - 94Â·22' /INLET -85 ~-CATCH BASIN - 88 i - 1 /1 SANITAR, SEWER / i / , 10 /,1 .1 -/ - DOWNSPOUT TIE IN 88 r POTHDLE FOR CONFEIC-h 4 / t,iRIOR TO OROEIUNG -- - 34 / -,24"d?7Â¥ 5/PA' l. 1 PIPE -86 1 p ' DRAIWLIN~ 1 , /9 OF MA TER/,49 - 32x / 1 029 ~~~ an / /-0.. / / TRENCH DIA UN TIE IN - CATCH BASIN - ES :j 3- Fi f PIPE -Bl_ ~~'r 2 95#3, - S/./.. / - l 1 :I: VO I .- , . PIPE - Bl PIPE - Be f /1 000. - r-CATCH BAWN - Â© - Ec ~ ~ - \ / UNLET - Â£8 - 1 1/ PIPE - El \t ..1 1 .0-- . I. A - 1Â·STEPS - ,- i DIR,ST+11 ~~PE - All , 3 - 7-STEPS - i rINLET -EF 9 IMANNDLE I 1 - 0 1 .ILL A - e STEPS - P\PE- 0 4.4 1 /0 1 DOWNSPOUT TIE IN - Ad PIPE - Alo. 1 ./ 1NLET - AID 1. - plpE -e .a~f ~ ...' -f- -r- fl ..:t.~54 ~0 I ./ 000+ \ r~ r PIPE - Ei PIPE - 19 4 1 - 47,7 rNLET -Ef ' 1Â» 4 'U -20,6 ,/... A/:,7./POK,1./ . 6 -Â·. 8 I ... ' 4-- E--h ' PIPE - EA i I PIPE - DiA ' = 08.49. I 07 - _ -4 '1 - ./.f I , / :e. lili ,~ ~ #. '430 9"7 2209' ./. 3 tÂ· PIPE - A8 - ,3.441. DOOR 8.7. ./ - ~ ~~LÂ®WNS~~ T~Â£ ~N - ~ ~ ' ~--VALLEY PAN INLET P+RE - A3 ~Ellit'~#TI WiTH COA -r Ag 6,4, PXPE -EB INLET - EB . ' PIPE - Et-J DJ,6 - ~ , 4 INLET -Ed 4'Le, 4,, ~RENCH DRAIN - H 1, /4-25: 1 PIPE - Da 9.7/ PMPE - DiZ PIPE - Ad k " 4 *49 ' INLET -AJ 4.- 1 00.5bÂ· 00. PIPE -42 1 ip,PE-,0 i ARCH 100'00 993.55 31..i0 DOWNSPOUT TIE IN -A2 INLET -A~ i i ' PIPE -23 e /9 PiPE- Al PIPE - A52 / 1 I I SLOT DRAIN - Al SLOT DRAIN - Abu . =98.92 1 2%01 SLOT DRAJN - 23 2Â· P3PE - DII PIPE - Ab-j , CATCH BASjN -Di ' 98.9~Â· F PIPE - DIO INE 1# r -'*7 .,4 INLET - 87 1 mt'.!i PIPE - EZ FOR PHASE 1, CONNECT SLOT DRAIN -A& TOATEMPORARY PIPE. THIS PIPE MUST BEA P 1 - 1 PIPE - 09 tpoq 0-EmÂ·KED ay RBC - 98 8, 605 4 2015.01 PVC PIPE. JT WILL TRAVERSE AROUND THE STRUCTURE IN THE PLANTER, GO UNDER THE ~ 0 PUPE - D? DOWNSPOUT TIE ]N - EZ PIPE - DB WALKWAY AND TIE INTO PIPE - All. WHEN PHASE ZCOMMENCES. INSTALL PROPOSED ~ - PIPE - 07 1 ~0~-SLOT DRAIN - 06 1 FOR PIPELINE, DISCONNECT TEMPORARY LINE AND CONNECT INTO PERMANENT SYSTEM. ~ se.e / F PIPE - Dt P}PE -Ez INL.El 031 PIPE -04 ' Â· Â· ~ / r-PIPE -05 CONSTRUCTION 4 . 20 . 9'g /71 / PIPE-Di \\ /A'LET-Â£72 . -OFFS,TEP/PE, . 4/. 'I .6/ /,LET - Â£/ + / 4/OW. 3 2/, d.,.'. ' 6.55Â·of r .20" OFF:SITÂ£ INLEN I Off St.TE PIPE t 1 OFFSITE INLET 2 ./ -/ rk- i STA -0.28.51 OFF-7.00& , Of dr 0 2.00* 03-1 STA #+653 OFF 62#R , ' ~ RIM 7995.73-/ -UNLF T - L PIPE - 03 RIM 7999.98 SUMP Â·7995.26 -XmW,5.- SUMPÂ·Â·7#95.2/. -SLOT ORAIN - 05 â„¢~~~.22 --- DERFORATED PIPE I WALL DRAIN - SEE DETAIL INV OUT:7998.N d GRAPHIC SCALE \-__gRADING AdD DRAINAGE C5 1 IN FEET ; linch = 10 f t . 1 C12 996 x08 -0'd â‚¬Z89-9,Â£8 (998) u tin-846 (026 ) 7 I'.:ios uadsv 00Â¥80100 *NadSV TouffÂ»f--f----4 3 ONINVOU SOONOO '3AV H19 AH &/AVBO 31VO NOU,4,6'0)930 Â· NOISIAâ‚¬M 3Mr g &02 -9290 1# ME]N300Â¥ NOIDAM.LENOO E ~- INE ET - O pesÂ« E p,PE - c, .r7 ~DOWNSPOUT THE IN - CZ . Pm*: f ./i r-DOWNSPOUT TIE IN - 2 r- PIPE - .C2 32/ 1 -73Â» -- 19- 1 4: PHASE I /5 /7 INLET- 03 PIPE -*13 PiPE TABLE DOWNSPOUT TIE IN - 04 STRUCTURE TABLE - OVERFLOW DAYL STRUCTURE NAME DETAILSÂ· PIPE NAME BEARING Length r PlpE - CA / DAYL;GHT PUPE 798676 2 p KPE - 65 ~12 CATCH BASIN - 86 23-NYLOPLAST CATCH BASIN PIPE- At N59 35 /4-2 5.45 *4 1/ . 1 h *4 + I INLET - (5 ~ P'PE - 07 CATCH BASEN -87 24-NYLOPLAST DROP 1NGRAIE WITHWCATCHBAMN PIPE - 42 N87- 58Â· 32-E al.79 29" / 1 PIPE - Cb ~ CATCH BASIN - 85 N NYLOPLAST CATCH BASIN PIPE - Al 573' Ar 23-2 0.00 OV RFLOW PIPE DOWNSPOUT TIE 8 - 12 DOWNSPOUT TZE IN WITH CLEANOUT P3PE - AA 573- AAÂ· 23Â·E I565 202 ot 12 * 2.00% PIPE - 62 3 3-7 DOWNSPOUT TIE IN - Ad DOWNSPOUT TZE IN WITH CLEANOUT P;PE - 45 573 uÂ· 23-2 5.58 02 0 INLET -83 PEPE 573Â· Ir 231 02 DOWNSPOUT NE ~A - 88 DOWNSPOUT TIE KN WITH CLEANOUT 46 lill INLEI - 82 PIPE - 83 9-/ DOWNSPOUT TIE B - Cl DOWNSPOUT TIE IN WITH CLEANOUT PIPE - All NIA 22Â· 51-E 12.62 PIPE - 84 5 ORYWELL PIPE 10.90 yO. dEÂ· DOWNSPOUT TIE â„¢ - ELI DOWNSPOUT TIE IN WHH CLEANOUT -Bl NE W 19-E INLET - 84 Q PIPE - BID Ze. 42 / %:4,%# 1 r PUPE - 85 4% CATCHBASIN - 89 1 DOWNSPOUT TIE IN - 06 DOWNSPOUT TIE IN WITH CLEANOUT PlPE - 82 587 45 39 E 05.93 50.97 --3 4.8/ t--13 92Â· rÂ«LET - 85 rCATCH BASIN 234 DRYWELL 6 DIA 12Â· DEPTH DRYWELL - SEE DETA]L PIPE - 83 682* /5Â· 39-E NO 58 0=21 2- INLET -A3 6 NYLOPLAST DROP IN GRATE WITH INCREASER TOCCATCH BASIN PIPE - BA 357- 47Â· 38-2 7.68 - Bb~ - - 7~ )-T I / TNLET - A5 6-NÂ¥LOPLAST DROP INGRATE WITH MCREASER TO 8-CATCH BASIN PIPE - 89 355- /5 :8-E 20 8 12.75 ' ~ INLET- 81 6-NYLOPLAST DROP TIGRATE WNHINCREASER 708-CATCHBASIN PJPE - 86 572- 18Â· 01 1 30.70 0 7 20 ?3 63Â· INLET - 83 6-NILOPLAST DROP INGRATE WITH INCREASER TO 8-CATCH BASIN PIPE - BB Nly 32Â· 101 27.25 I -49.- 4 , '7 0~WNSPOUT I IE IN - 80 INLET-82 8-NYLOPLAST DROP IN GRATE WZTH 8-CATCH BASIN PIPE - 87 565Â· illÂ· 30-E 25.05 le. '4Â·fl 7 497 2 * P/PE -86 ~ INLET - 83 10 ROUND NYLOPLAST DROP 1N GRATE WITH HKCATCH BASIN PIPE - 89 Nir 32 10-6 20.5 11*Â» - 11 INLET - 85 '-NY:OPLAST DROP IN GRAZE WITH INCREASER TO 8 UTCH BASIN PIPE - BID N18' 52 AE ,&.53 L j - - -4,9. PIPE- 8/- , INLET - 01 6-NYLOPLAST DROP INGRATE WITHINCREASER TOR CATCHBASIN PIPE - C SId' 09 I]-E f2.06 IPE - 87 5/.baza; 1/ 0 89 \1 - PIPE -BB 0,52Â£ ..S 4.6. it CATCH BAS]N - f INLET- 03 6-NYLOPLAS. DROF>MGRATE WITH ZNCREASER TORÂ·CATCH BASZN PWE - 02 SW 09 13-E 05.57 INLET - 81 7 L .... '26267. ' CONTROL POINT - 3.33 INLET - 05 6-NY.OPLAST DROP ZNGRATE WETHINCREASER TOR CATCHBASPN PIPE - (3 573' 09Â· /3-2 16.10 44: CONTROL 52,Â· 6 ~ - SLOT DRAIN - M L/2Â· ZURN Z888-A SLOT DRAIN WITH BOTTOM OUTLE- PIPE - CA 515 9 28-W 1.52 Â»01Â·pir -- '792 - 1 PIPE - Cb 572' 38Â· 13 E 1550 SLOT DRAIN - 46 Ur ZURN 78881 5LOT DRAIN WITH END OUTLET PIPE - /5 51Â£ 02 281 1,-9 PIPE - A // 1 5.72 -f. PiPE - (7 372' 38Â· 13Â·E 957 Do.spour UE IN - AA-~ PIPE - A\D 4 1456 MEET - Ate 3.65Â· --z- e N / l mr / , 4 Â» 2 : PIPE - Ay /Â» feÂ· - 1/1 ~~ -% P\PE - AB t / /1 P}RE - Af - ~49 - \LDOWNSPOUT ~JE iN - A 9 lili! 362 4 TRENCH ORA~ AR MPE - 41 11 MEET - Aj ) Pl'PE - *2 PlPE - Al DOWNSPOUT ME IN - A2 INLET - A5-1 1 PIPE - At PIPE - 45 SLOT DRAIN - A j SLOT DRAIN - Ab) 7 4 -1748,1 03. 4 PlPE - Ati 11.12Â·. CHECKEDBy REG INLET - 4.- , 9 46'4 5 -lili il JOI ' 20,5-01 l 114 FOR CONSTRUCTION GRAPHIC SCALE " 4 E INFEET M \ f lilli = ID. LAYOUT C6 C12 OL POiNT ONIE:133NIDNEI M 03 ONIBVOM SOC]NOO 3AV HIS '996 xog EL9LB Opeioloo uedsv 06Vhl0100'N)dSV Â£289-928 (998 ) 4 flk,2-8*6 (026) Nd f 98. 5,00 *8 4/000(1 91Â¥0 NO:ldiHOS/0 Â· NOISIABM CONTROL POW , 3>ff 5100290 A WOON300Â¥ NOLLOAHLENO -CATCH BASIN - 86 4 PHASE 2 Z ~TRENCH DRAIN TIE IN - CATCH BASIN - Eq 4 0/ =1 STRUCTURE TABLE LU ~ STRUCTURE NAME DETAILS - ~-CATCH BASIN - 87 ~ CATCH BASIN -DA WNYLOPLAST CATCH BASIN gm DOWNSPOUT TUE IN - AS DOWNSPOUT TIE IN WITH CLEANDLT W O) ,7Â· 52~ < ~~ 7- INLET - 18 DOWNSPOUT TIE IN - E DOWNSPOUT TIE IN WITH CLEANOUT ~79> rt 1. . 3 INLET - A. 6-NYLOPLAST DROP iNGRATE WITH INCREASER708-CATCHBAS,N E P'PE - E? PIPE - All 4 , -22 /AUT - EF /NLE 7 - A/2 8-ROUND NYLOPLASI INLET WITH, 8-CATCH BASIN O IT - X~--- _ PIPE -ED INLET - 01 5-NYLOPLAST DROP iN GRATE WITH ]NCREASER TOVCATCH BASIN Â°1PE - AiD 577 --- /2.35Â· ~ ~ ~ INLET - AjO 165 : '256Â· INLET - 6 NYLOPLAST OROPINGRATE WITHINCREASER TOB-CATCH BASIN D2 1\1\ 'D/4- --0 i .9, 1% 4. 0 0 h. su ~yu, 7 mt ET - 03 6-NYLOPLAST DROP M GRATE WITH INCREASER TO 8- CATCH BASIN r PIPE - E, JNLET - 87 6-NYLOPLAST DROP IN GRATE WITH ENCREASER TOr CATCH BAWN 11 (93% 1 \ P/PE - Ag 9 ~ â€¢~ 2 4 /*LET - f-5 INLET -E) 6-NYLOPLAW DROP IN GRATE MUTH MOREASER To 8-CATCH BALIN /2 - 4 60. t~n k 2.9+2 N PIPE - 014 ~ r~ .78' PIPE- Ed l INLET -Ed 6-NYLOPLAST DROP ,[N GRATE MUTh iNCREASER Tol 8-CATCH BASIN 2 / -_r-- / MLET - Ey 5- NYLOPLAS 7 DROP IN GRATE WITH INCREASER TO 8-CATCH BASIN e -2583 *77 CONTROL PO/N T J 4 475Â· _ 1 - x Wl ET - Ee 6-NYLOPLAST DROP IN GRATE W/TH INOREASER TO 8-CATCH GAS/N 1 0 6Â·NyLOPLAST DROP IN GRATE WITH INCREASER TO KCATCH BASIN 1 \ 0 .8/ 1 IN. ET - E" 9.08 INLE T - ES 6 NYLOPLAM DROP IN GRA TE WITH INCREASER TO 8Â·CATCH BASKN A DOWNSPOU-1 llE â„¢ -AB . ~ . MPER -En INLET - ES--1 ~ * PIPE - E6 Â· * SLOT DRAm - 05 7.26 6.07 i* INLET - Ek Ir ZURN 2888-4 SLOT DRAM'4 WiTH BOTTOM OUTLET 3.62 4.,0 9 SLCT DRAIN - 06 1/2- ZURN 2888-4 SLOT DRAIN WITH BOTTOM OUTLET TRENCH DRAI~ AB 4 4 I PIPE - Oll 4 SLOT DRAN - E3 1/2Â· ZURN ZBBM SLOT DRAIN WITHBOTTOM OUTLET 4 , *. 4 i PIPE -012 i /4 2 ; TRENCH DRAJN - AS e ZURN 2886 TRENCH DRAIN WHH 2887 CATCH BASIN TRENCH DRAIN TIE EN - CATCH BASIN - 99 24 K 28-NYLOPLAST CATCH EASIN - NE JN ZURN 2885 TRENCH DRAIN WHH BOTTOM OUTLET PIPE - Al S 1 1, PlPE - E] 5.Or DRUN -A& ~4~; | ~~ . .2.+ % 1 329 3 /32 4 N .., .. '4.58 -- l> \ 3./p SLOT DRAJN - EJ 14 PIPE TABLE i PIPE - OP PIPE - Ab 45Â· O CATCH BASIN - Dd 0./2. 9 \ PIPE - DID NAME BEARJNG LENGTH PIPE - Ab 14.57 INLET - Al INLET - 07 4 - . 573 UÂ· DE t=. ~ -~~f. .~ Â· PIPE - A, NIB- 10Â· 31-E 25.97 PIPE - 62 4.52 j ' PIPE - DS 311. i lilli I PIPE - AB NeÂ·Â· AgÂ· 55Â·E 8.3~ 3% P P\PE - 02 DOWNSPOUT T]E IN - EZ PIPE - AS N17Â· 19Â· 55-Â£ 5.A2 6 89. . # /9.0. PIPE - 08 42 180 J PPE - 81 PFPE - AID 1172- 62Â· &5Â·W 5.0/ - -=1-MOT DRAIN - Dfi P!-PE - DI 572' 43Â· 21 E 23.23 31!11 i /\42 4 I -4247. 4 4 7% 9 / PIPE - DS PlpE -El PIPE - 02 29- 52 57 E H.#b 4: P/PE - 1 - 1 PIPE -05 3 200'Potle. INLET - Dj ~-1 - . , :22* 4 4. I \ PIPE - D] EÂ· U 42-E 5. IdÂ· 6 54 3.27\ ~ Â· PIPE - Dd 1,06' 2Â¤ ~28-E 0.33 PMPE - 01Â·-~ 1 BLET - 02 - \ OFFS]k P.;PE 2 Â· 4 - -4.73Â·- INLET - FI 4 4 \ 655 ~ r â€¢ 2.60 4 . PIPE - DA N73Â· 52Â· 51-W 3.48Â· h & Ate/ . . 40.. 1 PIPE - 06 N75- 59Â· dJÂ·W 7.80 0 296. OFFSITE PJ#E 1 2/ OFFSITE INLET 1 h.Â· OFFSITE INLET 2 . -2 4 PIPE - 07 Nlb FÂ· 151 5.37 STA -0.28.54 OFF ..7.OUR 9.58Â· of r *2.001 \ STA Â·0+19.53 OFF'/.2IR URIM:7999,98 SLOT DRAIN 05 PIPE - DB 1,7/Â· 55 35-6 18/ INV OUT 7997.26 2 SUMP. 7998.G: PIPE - DS N/9- 55 031 7.U iNV OUT Â·7938.01 1 2 PIPE - DID N 72' 10Â· 28-W 5.9/Â· En PIPE - 011 1113 55Â· 201 24.2'1 81111111 PIPE - 012 N U [14Â· 13-E /5.& 9 g -lili PIPE - 613 NE 15 54-W 4.93 k PIPE - DIA N17 W Iblv 29.20Â· ./OS / 2075-01 PIPE - El N#9' 53Â· 36-E 18.24 CHECKED Bi RBG PIPE - E? NTE 28Â· DOT 21.79 PIPE -E 3 NIA- rl' 03-E 2&07Â· FOR P\PE- Ed N67' MEÂ· 57-W 86 CONSTRUCTION PIPE -E5 N 78' 0,Â· 37-W IA./ PIPE -EE N 75- 03- 32-W 20.92 /0 t. PIPE - El N 71 03 07-W 12.53 GRAPHIC SCALE P'22 - EB N77 00 52-W 10.06Â· t 10 0 5 10 20 4 PIPE - ES Nr 00 52'W *7. 6/ PIPE - EID NU 34Â· 8-W iR 7/ 1 IN FEET I I inch = !0 lt. LAYOUT 2 (7 C12 rit?ki ZI91,8'opejoloo uedsv 00Â¥80103'N3dSV 03 ONIMVOU SOCINOO EAV H19 5 , WI.*O 91/0 40UdUADSBU Â· 3% 9,06Â·St ,# WOONA(]OV NO! â‚¬289-928 (998 ) 4 172#2-946 (026 ) /40,=42?2 STORM SYSTEM "A SCALE HORZ I~ = 10 VERT %-.,0 4&0* SLOT DRAIN - Al INLET - AS STORM SYSTEM . A w STA Â·O+00.00 OFF O.DO JNLET -Al STA 0+46.12 OFF Â·0.00 TRENCH DRAIN - AB r-RUM 8007.88 STA '09 f&.d3 OFF 0.00 RIM 8003.38 STA Â·01+67.8j OFF :0.00 INt ET - AID l SUMP:8005.52 RIMÂ·8003.38 U SUMP 8000.71 RIM:7598.2, STA 0+99.38 OFF 0.DC INV OUT:8006.32 3 r SUMP 8001.30 INV IN:800l.Zi 5- r SUMP.7996.16 RIM Â·7997.70 *0 - PIPE - Al INV IN 800.80 1 INV OUT 800#.20 6 | INV UN 7996.66 6 SUMP:7995.53 8010 - PROPOSED GRADE 8005 VERT 1-= 10Â· IN V OUT:8001.80 4 1 INV INÂ·7996.70 r INV IN 7996.03 f SCALE HORZ :1-= TOÂ· -682Â·016- .26*71 ~ INF ourÂ·7*6706- PIPE - *5 \ INV OUT:7998036 PtPE - A9 \ Pipe -AR 3 deÂ· of 6Â· â€¢ 2.001 TRENCH DRAIN - AP 01 i 16.33Â· of P â€¢ 2.22â€¢ . CATCH BASIN 86 8Dot STA.0+676; OFF-0.00 =00 1 2 PIPE - Al SUMP:7996.,6 P/.OF - Al_~ j 1 RIM Â·7998.21 PIPE - Al 3 1182Â· o f r .2.001 LPiPE - u LPIPE - *6 705 25.97Â· or r â€¢ 1.875 . INV IN 7996566 Z E 4.03Â· of r â€¢ 106.005 16.07Â· of 6- â€¢ 2.08 INV IN-7996.70 r I.LJ ~ Â·Â§ - 25 9 2 PIPE - A? U.67Â· of 6- â€¢30.DOS \ /NV OUTÂ·7996.705 Mob 7990 12.40Â· Ot A- 0 2.[05 7990 8000 8000 5.02 01 6- â€¢65.001 , DOWNSPOUT TE iN - &2 DOWNSPOUT NE IN - AL SLOT DRAIN - Ab STA:0+04.030=F 8.00 _ST AÂ·0+30.05 011:[100 STA 0+52.93OFF-0.00 7985 \ INLET - Al 7993 66 . INV IN-8002.85 4 INI IN:8(Ill.53 3 _RIM 8002.97 DOWNSPOUT THE IN - 49 1 571 :0+6652(FF 25.957 - PROPOSED GRADE 1 7980 INV OUT Â·800205 4 iNV OUTÂ·800%.536 SUMP 8000.57 _STA 0â€¢83.96 OFE :0100 INV IN 800.07 5 /NV IN:7996.33 5 7980 7990 7990 Lel.799865 SUMP 7996.18 INV OUT -80(f.07 6- INV OUT :7996.33 6 P\PE - Ail \ TNV OUT 7997.Xed 13.23Â· of 6- â€¢ 3.00* 7975 7975 7985 7985 % . - m \ . .. . a 0. th . 8, em %94 %% 0* 33 %% .. 0.20 0/40 0â€¢80 0.80 1.00 0+20 STORM SYSTEM .0 " D STORM SYSTEM â€ž/1 â€ž M PIPE - 84 SCALE HORZ IÂ· = 10 SCALE HORZÂ· j= 10Â· VERT 1-2 10 VERTÂ· 1-= m INA ET - Bl DRYWELL STA Â·O+00.DO OFF:O.00 CATCH BASIN - 89 r-RIM 7999.75 1NLET - BA CATCH BASIN - 86 STA !+87.WOFF 0.00 STA 0.900 OFF -0.00 STA M?.02 OFF -0.00 RiM 7390.20 INLET-83 \ SUMP 7997.B, STA 0+37.82 OFF .0100 \ INV OUTÂ·7998.31 3- RIM.-1992.12 RIM 7994.20 CATCH BASIN - B? RIM 7991.00 SUMP Â·7978.20 STA 0.29.74OFF -3.7& PIPE - 82 SUMP 7*.55 SUPP 7989.87-1 STA 2+18.070FF D.00 SUMP :7987.53 INV IN-7987.23 12< 8005 -RTM 7999.20 Pwi - 83_ ~ INV IN 7992.05 5- INV IN:7990.97 8Â· \ RIM 7993,00 INV IN 7988.01 12 INV OUT 7987.23 2 lueÂ· Of 6- â€¢ AO.005 I I.20Â· of 6Â· â€¢ 2.80* ~ INV IN 7992.23 A INV IN 7932.37 6- \ SUMP Â·7989.31-7 INV IN:7388.03 6 OVERFLOW MPE SUMP 7992.00 2-J 8/- tÂ« iNV INÂ·7989.84 )0- PIPE - BID EXISTING n \ 24.32Â· 01 12 â€¢ 2.00â€¢ INV OUT 7992.50 1 INV OUT:7990.37 10- \ INV OUTÂ·7988.01 12 20.Ir ot 12' â€¢ 4.00% STEPS ~ 6 moo IN &' OUT Â·7992.05 6 PIPE - 85 iNV iN:799979 12- 111 PIPE - 88 80[O PIPE - BA 8000 / 22.05 of 6- â€¢2001 me our Â·79898&/2- p785. 0, /2. 03.60,-; r8.927Â· of i- â€¢1071 - PROPOSED GRADE ~ 1 7995 1 7990 7992 7995 114 ot r â€¢ 2.00% ~ INLET - 82 ' 7990 \ ST, 0,/2./dOFFÂ·0.00 ' ~ , 2/PRAP - -PROPOSED GRADE . 01 LMM:802/5 1-- -1 1 79907 INLET - 85 \ SUMP 7997.57 LPIPE - 86 STA:0â€¢37.82 OFFÂ·0.00 \ STA 0+59.87 OFF 0.00 INLET- 84 \ INV M Â·7998.07 1 RIM Â·79940!1 3/.93Â· o f 8- I ZooS DOWNSPOUT TIE 114 - 88 \ ZM INV OUT 7998.07 6 STAÂ·/+45.92 OFF.0.00 ~ RIM:7994.12 \ 7985 /2 LUMP :799./ /1!I';1/ INV MÂ·7991.6: 6 PIPE - 87 INV IN 7989.0.12 LPIPE - 89 DAYLIGHTAT-- SUMP Â·7991.55-1 4 7980 26.27Â· of jO- â€¢ 2.005 INV OUT 7988.88 12 21.09Â· 01 12- â€¢ 4.011 INV IN- 7986.74 7980 INy iN 7992.05 6 , INV OUT 7992.W 8 7980 INV EN 7992.23 r 7980 INIV OUT 799205 9 .0 7975 7975 7977 7977 f E G h .g .111' 11 -m =0 .% I : N E n * .: -4 . ta I k % G .: -I I p QI k & Dil; 4 4 81 m Or 1 1 1 m" ma 00 0% 00 0% 0% 2? 2? & E 2% em m 2 23 E I . m m EN m m N. I . Ch I â‚¬ & 2 - h . .. D+20 0.6 0+60 0.80 5+00 1+20 1/48 I+80 1+80 2+DO 0+00 STORM SYSTEM "C DOWNSPOUT TK IN - 06 0 SCALE HORZ ! = 0 INLET -55 STA:0â€¢81.770]FF 0.00 6 VERT !-=10 STA 0+65.65OFF:000 INV IN: 7989.12 6 -3 9. INLET - 01 RIM Â·7991.08 INV OUT :7989. U 6- 1 STA :0400.00 OFF :0100 SUMPÂ·7988.807 Booo r-RUM 7990.81 INVINÂ·7989.30 8- \ 8000 1 SUMP:7989.,6 CNV OUT:7909. JO 6- ~ ~ TNV OUT 7989.96 2 - PROPOSED GRADE - PROPOSED GRADE li1111 7995 L--1-,7,vi -Ld PIPE - Cb 7.52 0 f r * i.DOS 16.12 of P â€¢ 1.00* i 5.-lili li 7991.-3 9 1 1 1 4 ,-- r PIPE - Cil LPiPE - CZ 1 LPIPE - 03 \ 1.-P,PE - CS PIDE - 07 1 ~ 7905 JOE# 20 15 0 1 /259 of,- 0 /.2, ~ /6./9 0/6- 0 1.081 ~ /&77Â· 0,6- â€¢/.00, \~ /757Â· 0/5- â€¢ 4.60, milÂ· 0, 6- i /loos- 1 CHECKED 8 9 REG 7980 ~ 7980 \ DOWNSPOUT THE !14 - Cd 1, 2NLET - 03 FOR DOWNSPOUT NE UN - 62 \ STA 0+2&87 OFF 0.00 ~_STA :0â€¢,5.80 OFF:0.00 CATCH BAS?N - 89 LS TA Â·0+ /2.59 OFF.0.00 1_RIM 7994.04 IN V i N 7989.50 6 - STAN+67.02 OF' 0.00 f 7975 IN' IN 7989.8.1 4 SUMP 7989.17 iNV OUT 7989.5' 6 RIM:7991.00 1 CONSTRUCTION SUMP: 7987.53/ INV OUT 798183 5 INV IN.7989.57 5 INV IN 7988.01* 12 7970 /NVOUT:7989.578 7970 INV IN:7983.03 6 INV OUT:7988.04 12 Â£. ' I 7985 7965 -Â· + 4 5 -Â·Â· 5 . 4 . 4 . * -1 - t -52 N 0 -, r ME k N ,\ r< kE %0 %% 8% m: 0% ER NO K \# 0.20 0+40 0.80 0.80 STORM DRAIN PROFILE C8 C12 9Nlk:133NID 3 DNIEIVOW SOONOO '3AV H19 Â£289-9Â£8 (998 ) 4 4 t%-946 (026 ) wd 00Â¥80100'N)dEV /WA'*11*r(7 ....U093 A# InON300Â¥ NO!. i.OAMI SNO) STORM SYSTEM â€žn,â€¢ STORM SYSTEM U U SCALEHORZ:f-=10Â· VERT: r= /0 PROFILE 2 CATCH BASIN - 04 SCALE HORZ: 1- 2 10' PIPE - 03 PIPE - 01_ STA:6+50.56 OFF :01.00 PIPE - 06 VER T 1-= 10Â· ildÂ· of 6- â€¢ /.25--4 10.33Â· of 6- â€¢ 1,001 RIM :7999.81 7.60Â· or iÂ· @ d.001 PIPE - 0.7 N< SUMP:7996.48 MPE - 05 SLOT DRAIN - 06 //.00 of 6- I /.0,~1 \ ~~~~/~WFLN-Â·70#.196- laÂ· of 1- 9 12.231~ STA:0*5<.74 OFF'22.!81? PIPE - DI INY IN:7997.08 4 PIPE - BIZ 8000 8010 Â· F SUMP 7998.U 3(}Ho RIM :~002.57 INy IN:7997.88 4- 2123Â· of t- â€¢ LOW\ ' 1~l ~ \.-g~urÂ·235.155- , 0,1-.Oposa-32.di~. 0/7. 2'll, - - . 1 INV IN *Qua.15 d INV OUT Â·8000.711- CATCH BASEN - DA -cr | ~ ~pi~c _ nil 7995 -5 STA :6+99.56 OFF :0.00 B P[PE -09 u L Z ' 1 , \ . - /-= PROPOSED GRACIE REM:7999.81 x C) 7 M at 6- â€¢ !3.70*~ 191 + of G. 9 1.001 1-PIPE - Dll SUMP:7936.8 0 7330 ~ .. . . ... - . 24.27Â· ot 6-â€¢4001 ........ _ -- 7930 U.21.0 _~ k PIPE -014 1 ' INV IN:7997.034- O 96- iNV Itt:7955,4 6 0 INLET - 03' PIPE - 013 _~ 29.26Â· of 6- â€¢ 2.005 u iNV IN:7997.83 V El_ \ 57,1 :0+35.05 OFF -0.00 493Â· o f 4- 0 2.Ge/ 7995 INV OUT:7996.49 6 \ INLET - 0/ INLET -Â·02 7985 1:N==L/>\\ 2=21./,m \ 2/M Â·7999:38 \ STA -3+00.00 OFF Q.00 STA :#+23.23 OFF :0111 \LSUMP Â·Â·739Â£65 LR,M:7998.77 LRIM:7398-75 LRIM:8005.08 7980 SUMP:7995.00 SUMP:39Â£77 Wy M:7996.556- 7980 7990 SUMP:3000.34 ~\-PIPE - 07 7910 INV INÂ·Â·7997.07 4- INV QU 1 -1391.0]G 4- iNV IN:7996.77 4- tNV OUT Â·8002.31 4- 5.37- of r â€¢65.00* INV Our:7995.655 INV Our 7936.776Â· 7975 7975 7985 7985 22 %12 3% um mu ER *R *12 :3 9 m ./% .. - S 0 a .m N N e . 44 . 2 21.1 . E I I â„¢ . *% 3% ER te 0 0 * 2 22 & 0+20 0..0 0.60 0.80 1.00 2+20 0+20 STORM SYSTEM "E SCALE HORZ: 1- = 10 VERTÂ· t = tOÂ· PIPE - Et 3020 . po.uÂ· of r â€¢100, . 8020 P,PE - El F 2Â£18Â· of 6- 0 3.005 . E INLET - E& Â· Â· STAR!+31.980FF:(100 TRENCH ORAIN TIE Nit - CATCH 8ASIN - 23 r- PROPOSED GRACE . _PIPE -El RIM Â·Â·799,1.60 SEA :f + 53.66 OFF :0.00 ~~~ PLPE - E-3 . ~ i_U ;fl- o Zoo, [/4Â£527' of 6-Â· 4 /7.ODI . 2/PE - 2-7 i 20.92Â· ot r â€¢ U.90* RIM Â·7392.87 6 F 30.35' Of P . 17.90* PPE - Ei F #MN ;6202 6- R (Ny OUTÂ·'7992.025- INV INÂ·7990.97 10- LMÂ·Â·M.Â·St,2.Mi- ''' '' T~---Lf=Â«14_LÂ« 0-* [,7.7eifpE-_5~0 ~1 - IN / !N=799Q.774- 12.53Â· of 6- â€¢ M.00Â« . INV OUT :799#.02 12- PIPE - Ed =01 4 9 /0.06Â· of 6 â€¢3.005 INLET - 51 . \ DOWNSPOUT TIE !1 - EZ S T A :0 +CO.00 0}t@R]!9:0 + i(]. I 4 OFF Â·0.GIR < /2 75Â· or /7 -â€¢ l. i 71 ~ Â§ 7995 4 : SUMP :9012.50 Â· INV OUT:80,2.62 5 SLOT ORA IN - EJÂ· ~i 6::1111 INC/OUTÂ·800.004Â· Â· SEA :0+3Â£62 OFF:(100 \ BLET:- El \ SFA D.dieD OH\~ (NLET - 25 ~ INLET - 57 INLET - 65 r ,_J - /0 11 1 II 0 111 7990 RIM:8013.34 S TA :0+697 OFF:0.00 U 2990 SUMP:3004.48 LRIM:=2.05 Â· LRIM:5002.00 INy Ny 302 1.38 6- SUMP:7939.7 SUMP :7995.75 1 STA :0+18.53 OFFÂ·0.00 \ STA U+!9.f OFF Â·9.00 Â· Â· Â· Â· i INy OUTÂ·Â·LUQÂ£98 6Â· iNV IN 7999.736- ~ INVIN:7999.256Â· \_RIM:7998.06 LR'M:7937.00 CATCH BASIN - 87 1 INV OUT:7999.53 5 INVOUT:7999.286- SUMP:736.23 SUMP Â·Â·139178 PIPE -591 STAÂ·!+13.07 OFF :Cm / 7985 iNV IN:7990.195- INV IN:799Â£23 , 17.W of lot- 0 1.12â€¢ RIM: 7993.00 l INV OUT:7995.79 6- iNV OUT 7996.25 d SUMP:138934 2 No Â· INY IN:1289. M m- 7980 [Ny 44 :7990.79 12- iNV OUT. Â·?283.34 T 7975 7975 Ile I a . m N m 213 2% 32 2* 22 2@ ew 5% i" 31 EN %% #% En Am am Em 0+29 0/to 0+60 0+80 !+00 1+20 1+40 140 1- 408# 2015-01 CHECKED BY RSG FOR CONSTRUCTION 02/ 53.S .2.9 STORM DRAIN PROFILE 2 C9 C12 SNIN33NIDNEI >12103 ONINVOU SOC]NOD 'EIAV H.LS r.n Â£289-9ZG (398 ) U 1,Z#Z-8~ (026 3 :4(1 EL.)18 'Opedoloo lle sv 00Â¥20100'N)dSÂ¥ NO{ ic,ihISE{J -NOISIAEM [# 1Â·4(lob!300/ NOILOAkliSNO'O # iÂ¥/A e. Â· STORM SYSTEM STORM SYSTEM .n , ..,Â·Â°,7 U U SCALE HORZ 1 - 10 VERT 1 =0 PROFILE 2 CATCH BAS;N -Dd SCALE HO+2 10 PIPE- 03 PIPE -DA STA-0+50.56 OFFD.DO PIPE - 05 VERT 1-= to' 5, LfÂ· of 6- 0 /.00,11 10.33Â· of b â€¢ Loe' 1 RIM:7999.82 7.80Â· of r â€¢ 15.001 P/PE - 27_ r-2 SUMP ?996.Â£8 PIPE - 05 SLOT DRAIN - 96 //. 86' 0 1 6 . 400, \ 1 Â» INV IN 7996.49 6 3.18Â· ot r â€¢ 12.29% STAÂ·0+51.?AOFF 22.tBR P/PE - DI --\ s INV INÂ·7997.08 3 RIM 8002.97 INV LN 7997.88 4 8000 80!0 F SUMP :799&71 80$0 - . PIPE - Di2 8000 23.23Â· of 6- * i.006\ , \1 /l /N V OUT ?996 M -PROPOSED GRADE ~15.19' of 6- â€¢2Â£001 / INV IN:8000.75 d . . 1, I " ' ' 1NV OUT:8000.14 6 CATCH BASIN-03 W . 1 PlPE - D20 PIPE 09 - 5.MÂ· 01 6Â· 0 I. 005 L PlpE - 11 8005 STA 0+50.56 OFF.0.00 Q - PROPOSED GRADE RIM 7999.8; w 7..U of 6 0 33.70% i SUMP Â·7996.2 0 7590 ~ 2427 of e â€¢ !,00% ' 7990 800 0 ' ~- INV IN Â·7996,49 8 PiPE - 0/1 1 INV INÂ·7997.08 3- 0 ENLET - 03 PIPE - DI) _ 29.20Â· ot 6Â· O 2.001 STA 0+35.09 OFF 0.00 493' of P â€¢ 2.00% INV INÂ·7997.88 r E INLET- DI \ INLET - 02 7985 \ SLOT DRAIN -05 0 ~ 7995 INV OUTÂ·79,8.0 6 \ STAÂ·0â€¢00.00 OFF:0.00 \ STA 0.23.23 OFF:0.00 RIM 7999.88 \ STA -0+52.77 OFF 31,/R ' LPIPE -DE SUMP:799Â£85 LRiMÂ·8005.08 i LRIM:7998.77 LRIMÂ· 7998.75 4 f*.88Â· 0, r 0 40101 INV M-7996.85 8 7980 7990 SUMP Â·8000.31 7980 SUMP Â·7995.00 BUMP Â·799Â£7? 7990 _PIPE - Dl iNV m.7997.97 3 INV OUT:7997.00 3 JNV IN 7996.77 d INV OUT 8002.32 r 5.37 of r / 85.001 INv OUT 799&65 6 IN V OUT :7996.77 5 7975 7975 7985 7985 .: I : . 4 -10* . a : 5 . m .% .4 4% 33 3% -* * 31 m: m. ME ZE KE %* RE RE RE 33 -2 m 2 2 k b. N N ./ h N A c< - 2 0 M - 5 - A . B V. Ch - 91 01 I Ch D+28 0.10 0+bo 0+80 ,+00 I+20 0+20 STORM SYSTEM " " L SCALE HORZ IÂ·=IDÂ· VERTÂ· 1-= 10Â· 8020 8020 PIPE - El T 18.2,Â· 0, 1- â€¢ 36.081 05 INLET -ER STA ,+32.0 OFF 0.00 TRENCH DRAIN TIE IN - CATCH BASIN - Eg PIPE -EZ r PROPOSED GRADE -PIPE -Eb RIM 799Â£60 STAN +59.7I OFF 0.00 2/el --Am.k~ 0 E ZI.19' OttÂ· â€¢ 4.00% PIPE - E3 i 211.92Â· ot e â€¢ 12.00% r SUMP 7995.52 RIP! Â·7992.87 80!0 E 25.47Â· of 6- â€¢21.085 PIPE Â·~ E5 | iNV INÂ·7992.02 6 r- SUM p.iggg.77 Pt PE- Ed i ;Â£50Â· of 6- 0 /7.00* INV OUT:7992.02 6 INV IN 7990.97 8 8005 f N #8.58Â· 01 6- â€¢200* PIPE - El _ iNV IN:7990.77 6 12.53' or 6- â€¢ 18.00â€¢ j~ INV OUTÂ·7991.02 12 lilli PIPE - ES 80*11 f /0.08Â· of 6- â€¢ 8.00* PIPE - E to 8000 INLET - E: L-__ \ T 19.70Â· Of 12Â· 0 j.tls 14' E STA:O+00.QOOFF.Q.00 ~ 195 0 4 LRIMÂ·8014.42 DOWNSPOUT TIE lN - E2 SLOT ORAIN -23 ~ 1 SUMP:8011.91 S-1 A :0+18.N OFF :0.DC STA :0+do.03 OFF :0.00 U ' INV OUT:BOW.41 4 INV 1# :8005.85 d RIM Â·8006.93 INLET-EA \ INLET - 65 , L I 7990 INV OUT -8005,85 6 SUMP BODUB STA:0+65.50)OFF-0.DO \ STA Â·0+84.06 OFF Â·-0.00 1 INV IN Â·800Â£98 b RlM :8002.03 LRIM:8002.00 \ INLET - EE ~INLE 7 - 67 23990 IN V OUT:8001.98 6 SUMPÂ·7999.13 SUMP 7998.76 \ STA,0+98.55 OFF :000 ~ ST 8 OFF.0.00 CATCH BAWN 87 / INV IN :7999.53 f INV INÂ·7993.25 6 LRIMÂ·799286 LRIM:?g37.00 , INVOUT:7999.636 INV OUT:7999.26 6 SUMP :7995.25 SUMP:?993.78 PIPE - ES 2 STAÂ·1+18.07 OFFÂ·0.00 1 7985 INV IN:7996.79 8 INV IN 799Â£28 6 17.62Â· of jOÂ· â€¢ 1.42% RIM -7993.00 1 INV OUT -7996.79 6 1NV OUT Â·7994.28 6- SUMP-7989.34 J 7980 INV IN Â·7989.8,110 7980 INV IN-7990.79 *2 INV OUT Â·7989.84 12 7975 7975 33 96 43 3* .- .* .8 33 2% 03 33 4% 4% %% 2* mm NG{ %@ %% MU @% RE RE ze bm em km KE %% 0+20 0+40 0+60 D+88 1+OD 1+20 .Â£ ;+60 2015-01 CHECKED BY R8G FOR CONSTRUCTION STORM DRAIN PROFILE 2 C9 C12 ONIE!33NION >lk:10=1 ONIEIVOW SOONOO BAV H19 EL91.8 'Opejoloo ue sv 00Â¥30100 'NBdSV EL89-92.8 (998 ) 4 fZN-8*6~ (016) lId AU Mle~C 4011 dn/299(3 NO/St/,3H t# INAOb)3(32]V NOLLORMENCE} L i - 2% (t:% 4,4*i 6" OPENING, d" THROAT TRENCH DRAIN DETAIL SLOT DRAIN DETAIL -R- NOT TO SCALE NOT TO SCALE - DECORATIVE MLE T GRA TE MODEL ZURN 2886 TRENCH DRAEN EFFECT\VE OPEN AREA MINIMUM OF 351 MODEL ZURN Z888-& SLOT DRAIN USE ZURN 28885 ADDI TIONAL CONNECTORS AS NECESSARY USE ZURN ?886Â·S ADDITIONAL CONNECTORS AS 9 1 T 9 .7 T 1 r T 1 FOR APPLICATION. THIS INCLUDES, BUT 15 NOT LIMITED ~ 3 5 NECESSARY FOR APPLICATION. THIS INCLUDES, BUT HS TO, CLOSED END CAPS, END OUTLETS. AND BOTTOM ), Eqi nni 1~~ I J ~FNENIJ J NOT LIMITED TO, CLOSED END CAPS, END OUTLETS, OUTLETS. h 9 T Ar o F r-~A r-r-, m | BOTTOM OUTLETS, AND ANGLED CONNECTOR CHANNELS .4 1 r----LI~~~ 1 6 1 1 6 1 1 6 W #4 CONCRETE - 3/-2-L~ - d //8- MIN. OR LL WL_-1 3 'J, 8 L.~T L_~-1 0~ SLAB THICKNESS 64 H w-4 : 2 1/1 ,- 1 - r- CONCRETE _ COMBINE AND CUT TRENCH DRAIN AS n r- USE INTEGRATED REBAR CLIPS ,:.Â·..,.nwn,4.v.. - COMBINE AND CUT AS NECESSARV M/N. E- 1 NECESSARY FOR PROPOSED LENGTH 1 \ TO SET DESIRED ELEVATION 2Â·:?K:.Â·Â·Â·Â· 01 tRit:, ; . '- i .. FOP PROPOSED LENGTH 5 b 8- O 00:000: 0 892 lNVERT 1 | -fri...lt + 724.-,3 L.0, m w.- 11,1 /1.111 1 SLAS,Hte.NESS L 2-lift ': # /:I=--% "i < Â·, b - r MIN. cl F + 311 5 4 1 'F ? T 'F- i -1---rfl-- f t T 0 1 4, 'M'U -82/2 INLET WITH CATCH BASIN TRENCH AND PATCHING DETAIL DRY WELL (6' DIA.) DETAIL NOT TO SCALE NOT TO SCALE GRATED MANHOLE LID- - FINISHED GRADE NOT TO SCALE NOTE LOCATE ALL UTILINES PRER TO TRENCHiNG. ESAWCUT AND REPLACE ASPHALT .- EXISTING ASPHALT 1 E- PROPOSED GRADE - INLET GRATE -USE SIZE AND STYLE 1 11 1 '1 / *70.h.k/97 AS REQUESTED ~~-~ ~ ~Iibip ? h j / f 26-01 Â«liti:, -=a CLASS 6 AGGREGATE BASE COURSE UNDISTURBEDCLASSB Â·/ mi:9/ ==r=- \\29 -1.-I <~ PER ASTM 008 . hy=41 A 0.-' I .... 2 W 9 1 - - 2 -14:I.:51=Ae-PvC PiPE iN MIRAH FABR]C STOCK COMPACTION TO 95: NATIVE MATERIAL V 5- STEEL PERF.PIPE COVEREB- Er- USE REQUIRED DIAMETER FOR INLET STZE MAXIMUM SLOPE: 4.5 1- v -â‚¬ CUT TO SPECIFIED LENGTH FOR APPUCA-nON O I ALUMINUM STEPS- teÂ·32-5- C========) . M CATCH BASIN O - &2- N -\_r. dec U SIZE AS SPECIFIED FOR WILET. C 4 NUMBER OF PIPE CONNECTIONS. 8-THICK PRECAST CONCRETE-fam- ---6, 9 : AND PIPE 03AMETERS BMINTMUM- ~- ~ ~ LID SECTION WITHRUST RESISTANT , 1-3 D ] 111 6 SUMP MEMUM ACCESS HATCH W ]T HLIFI HANDLES 4- 1 -42Â£ 3-4% f FILTERFABRIC - 20=-LL* ROCK 112-1 WASHED SCREENED RE* VOID RATIO 0.3 1% ==-rk- r MIN ON r - 12Â· D)[A.1~ ,Â»p,~~NEb-~.~. / UND]STURBED SO]L -- 7+Alrif -Â»492 \ CRU5m OSTO/EDROTHERCLISS//GRINGZAR PERFORATED 1 MATERIAL OR AS DETERMINEDBNOCAL STANDARDS -34'34 -*-41 PRECAST CONCRETE 1 '' 'i,/ /,/ 1, //777 j BARREL MIN A HIGH L * SUE ENUNEER REDOING â€¢ BACKFIL FOR SURFACE ACIWE AREA DRAMAGE INLETS SHALL BE PLACED â€¢ COMPACTED UNIFORM Y IN ACCORDANCE. ---1.5' IM;NI PERFORATED PIPE DRAIN DETAIL RIPRAP CROSS SECTION NOT TO SCALE NOT TO SCALE 94/ ~- GRADE TOWARD CENTER tOi TO KEEP- EXISTING ~ RUNOFF WITHIN R]PRAP a - \ - MIMMUM E- GRAVEL COVER PROPOSED GRADE - -----T- ~ ,/~ ,/ -~~P,~~Er"VOLUME 1/ // ---Â·- r PERFORATED PIPE 2:MIN. SLOPE TO lilli DAYLIGHT OR jNLET 1Â»3Â»Â»Â»2 ~ 32 MIL PFC 1 //VER ' * - 1 1 1 9 11 30' I 2015 01 CHECKEDBy Rec GEOTEXTILE FABRUC= NQTE- GEOTEX TILE TO BE INSTALLED PER EROSION CONTROL NE TTING DETAILS. FOR REFER TO SPECS FOR RlPRAP MAIERIAL. CONSTRUCTION ORA DATION AND INSTALLATION REGÂ·TS. f f DETAILS Clo ONI}:133NIDNE 3 DNIZ:VOU SOC]NOO 3/\V H19 - â‚¬Â£89-928 (998) J fzpz -8,6 (0Â£6) 1.Id A- ASPHAM-- .il H1ON31 1Â¥101 AA NMVME 31Â¥0 NON/4/093/ NOJSDAM 3.42 9,DifÂ·.22"90 67 WOON:3(109 NOLOnaLSNOD ~RE TA /NiNG WAL ~ CL9 Le 00Â¥h!0100 143dSÂ¥ *p:4 â‚¬ If EROSION PREVENTION AND SEDIMENT CONTROL NOTES d. CONSTRUCTION ROAD, ENTRANCE, STAGJNG AREA AND PER/METER EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR 70 ANY SJTE GRADING OR EXCAVATION ACTIVITIES. Z 0 STORM DRAiNAGE STRUCTURES TO BE INSTALLED AFTER EROSION CONTROL - METHODS ARE IMPLEMENTED. ALL DRAINAGE STRUCTURES TO BE PROTECTED M <;ib By EROSION CONTROL MEASURES SHOWN ON PLAN. LU \\\\ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION Z SOUTH GA A STREET Â£04 ~ 4 CONTROL BMP'S FREE FROM MUD, DIRT, DEBRIS, ETC. CONTRACTOR SHALL - STABILIZE ALL DISTURBED AREAS WITHIN 21 DAYS OF DISTURBANCE. U Z LU â‚¬Z 1 CONTRACTOR IS RESPONSIBLE TO CHECK ALL EROSION CONTROL BMP S WEEKLY AND WITHIN 24 HOURS OF A RA INFALL EVENT TO ENSURE THAT ALL al 4 3 5 EROSION CONTROL MEASURES ARE FREE OF MUD, DIRT, AND DEBRIS. 0022 \ GRAPHIC SCALE LL a &3. 5. ACTUAL LOCATIONS OF Alt EROSION AND SEDiMENT CONTROL MEASURES TO SF BE FIELD MODIF,rED IF NECESSARY BY CONTRACTORS ENGINEER, CD 28 g 5. 1 6. CONTRACTOR TO ENSURE THAT ALL RUNOFF PASSES THROUGH THE tÂ£ IN FEET i PRESCRIBED BMP S ]N SPECIFIC AREAS ALLOCATED ON THIS PLAN. < â‚¬ 1 \/ // l inch = loTt. ) 4Â· i ~EE DETAIL ACTIVITIES IMMEDIATELY UPON COMPLETION OF SAID ACTIVITIES. lf- m 0 \ \ â€¢ . Â«- RIPRAP 7, REVEGETATION PRACTIES SHALL FOLLOW ALL LAND DESTURBING ,*Â·PROTECT INLETS WITH DANDY BAGS ~ ASNECESSARFOUR//ECONSTRUCTIOA' ~ ~'~~~~~~~%~---~ REVEGETATION PRACTICES ARE DELAYED, THEN THE FINISHED TOPSOTL GRADE ~ PHASES ROTATE BAGS TO CURRENT ~Â· SHALL BE PROTECTED AGAINST WiND AND WATER EROSION Wril TEMPORARY \ CONSTRUCTION LOCATIONS , INSTALL SILT FENCE DURING Â· EROSION CONTROL BMP'S IMMEDIATELY UPON COMPLETION. CONSTRUCTION PHASE OF STORM SYS [140, 1 ( 8. EROSION CONTROL FENCING AND OTHER EROSION CONTROL MEASURES SHALL DRYWELL, AND OVERFLOW. r PROTECT TRENCH DRAIN BE REMOVED AFTER ALL VEGETATION SEEDING E AT LEAST BOS GERMINATED. ' \WITH FILTER FABRIC \AS NECESSARY DURING 9. TEMPORARY TOILET SHALL BE SECURED. \CONSTRUCTION PHASES trUSE EXISTING PARKING FOR \ , CONSTRUCTION PARKING AND uPROTECT TRENCH BRAINS \ \ WITH Ff-TER FABRICI ~ AS NECESSARY DURJNG MCONSTRUCTIONPHASES PHASING AND SEQUENCING NOTES: -1-CONCRETE WAS OUT'-. â€¢PROTECT INLETS WITH DANDY BAGS - AS NECESSARY DURING CONSTRUCTION \ 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE, PHASES. ROTATE BAGS TO CURRENT \ ~ CONSTRUCTIONLOCATIONS / ~ 0 2. SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING C=b 3. TOPSOIL WILL BE STRIPPED AND STOCKPILED WITH REINFORCED SILT FENCE 1 Ca - PROTECT TRENCH BRAINS 6 5 SURROUNDING STOCKPILE AND THEN SEEDED AND STRAWED FOR / 1\ STABILIZATION. WITHFILTER FABRIC | 3. ALL STRUCTURES ARE TO BE CLEANED ONCE DEPOSITED SEDIMENT REACHES AS NECESSARY DURING !/3 THE HEIGHT OF THE STRUCTURE. 1 CONSTRUCTION PHASES Â·~==mn'Gic:E-t 5. PIPES ARE TO BE FLUSHED ONCE SITE HAS BEEN STABILIZED. ,,A PHASES. ROTATE BAGS TO CURRENT \ i' ~ CONSTRUCTION LOCATIONS \ 6, CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM I , f 11 1 VEHELES LEAVING THE SITE. \ f . I K PROTECT TRENCH DRAINS-4 P EROSEN AND SEDIMENT CONTROLS TO BE INSPECTED EVERY /\WITH Flt TER FAER/0 1 SEVEN CALENDAR DAYS OR AFTER EVERY STORM EVENT THAT *5 NECESSARY DURING \ 4 EQUALS OR EXCEEDS 1/2-OF PRECIPITATION. . i ' CONSTRUCTION PHASES 1 ,/ - ' . SILT FENCE , NO SCALE STRAM' BALL/ STONE - f ~- - BAG INLET PROTECTION SILT FENCE INSTALLATION NO SCALE - d. ZIN. X 2]N. HARDWOOD POSTS 7 MAXIMUM CONTRIBUT]NG DRAINAGE AREA = I ACRE - c-= Storm Sewer Structure FILTER FABRIC ~~1 18-1/2 IN X 28 IN. WOVEN Straw Boles - %;49%<3- -POLYPROPYLENIE BAGS FILL / 1/2 - 2/3 FULL WITH #57 STONE < g- 2 IN. WIDE LATH -3449~/7.9340/Ac 2*iÂ»43?Ex 4.Â¥40 Ch -- Â«trthea q - ~ 4 -11 1 ~----- SURROUND INLET WITH YAÂ»292Â»th ~ A TWO COURSES OF 90Â«Â»004 11\ jOb# 2015Â·01 oe l Amn f BAGS (MINIMUM) BACKF]LL TRENCH WITH CE:KED 82 RBG - 1 000000 0 - COMPACTED EARTH <f>-UÂ« ae ~ FOR 1, .-I. 1 0/ CONSTRUCTION FABRIC ATTACHMENT DETAIL 3#/ , \434348 PLAN VIEW L~_ Anchor With Two Stakes USE EITHERFLAT-BOTTOM / \525,Or Kit, Driven into The Ground - ORV-BOTTOMTRENCH J 741 SHOWN BELOW zINTERWEAVE BAG ENDS TO CLOSE FILTER FABRIC-~ ~ POST ~ ~ GAPS BETWEEN BAGS ANO TO SEAL ~ BAGS j r L BURT FABRIC , + LATH (ATTACH WITH 4-INCHSTAPLES ELEVATION - 7. TYPE 111 STONE BAG SILT CHECK AT CATCH BASINS EROSION CONTROL C11 NO SCALE NOTE THE Il-INCH HEIGHT REQUIREMENT IS WAIVED IN CASES C12 WHERE IT WILL CAUSE FLOOD DAMAGE IF THE STONE BAGS ARE OVERTOPPED â‚¬289-928 (998 61.918' 00VZI0100'NadSV x 9554 411111-3 SOC]NOO '3AV H.I.9 4 9 */4190 -11Â¥C .0/1...... 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CRE elos .t E,eNEERL ~GUEVÂ· .:M~ 7~?CU 240,>S ,71 47 m */ 'Â·Â· IL 91 ' ..WD I .7 98~%*N 2, 4. ANT -% AND mni,Â·:i m . /. r A U *... . %- In r ,- \ - t ,/. JOS# 201501 J h! ... 3' â€¢P. 4 .... dm Ii.. rl? SE 6 0 ..~ 60)OUL 1 : -~ I 2 SACK'/ 2/4 3.~i,~ 92 'NliTU' ./ a. 01- ... ... st./.;Is.......f ..... 1-3 CHECKED 89 RBG 41 4'07.4'.. LOCADON / 8â‚¬ 2/ rtÂ·= FE DEPT PE,240?EMENÂ¥5 CON â‚¬aia â€¢fli c.*9,J - ..... f ./ .. 0, CUP Â· ./. OP SHOILDER 70 'll H. Â¢Al' .- .....C % 0,-UP %, *_,â€ž_-~ tÂ·. 4.Â· l.; PorÂ·... I.u . C .CATC./ eco 9 ./41Â£2 /WE ,Â¢Â«Ill. P? Sr /- Â·~7 ~ 4> , 0-*:Fl' PE:'â€¢RE.# PER 'N, OF n./. AND ' baT 511 #' Mit' 6- ..6 - ... 9 0 1 121%,rzur PY!*b ~ FOR Jc-// B ./ taie Mil.V 133 ~M' 7. ... D)/7 M. 444 : I ./P ~ a . c.- - 6 . I. 4. 'IÂ· ..... e ..0 ill CONSTRUCTION WAI F R MAIN FIRE HYDRANT Aill"ELY # --B & Â·O... aug*/ iry D g .-* ./ A;&474Â». EXr&& f. Ir . .4,0 Sri , AW ./. ./ <da.... TRENCH CROSS SFCDON B.J.3 TA.l l ; -4 . - ..-2. A .... 6/'.... MA TEP / SEÂ¢VER CROSSING . r... CITY OF ASPEN ALL STANDARD DETAILS . WATER DEPARTMENT WATER LINE EXTENSIONS FOR WATER LINES D-1 COA WATER PAGE C12 C12 â‚¬Â£89-9Ly (998 ) J fl#Z-9*6 (02.6 3 P 96 108 .0 d ngle 'opejoloo uedsv 00VE!0100'N)dSV 3 >12:103 ONIEIVOZI SOCINOO 'Elm H19 48 &92'00 31.0 NOU/,UOST NOGMIS W,02Â·fit' ,# F,ACINE,(JUV NO<13AM.j.SNOD i ... 1 ' \\ . \\\\ 1 1\\ /49 ASPR Co Bi#Il 41 I E. 11= k (m) ilsÂ·luz 17- - SOUTH GALENA STREET ~~x , 1 1 1 U N ~ (60' R o W.1 ASPHAU ROADWA+4 GROIJP -9- 1 4 -/ R~U ?994 4 f f fil h 16 /aDUOUS lar ch,te t s 32 DRIP -66 1 011 9- . en - 00 1/ 4 a 14 0Â«/ Â·' , 0 f o 1 -/.1:4 RE ~ANING- 12'610 - 18' DRIP ~ Â·~CONCRETE SIDEWALK ~ Z LU " W - 9. L -~+ \ K HOT W . - b~V 7987 7 I ---- 1' 337.- - - F---- -- H.4-- -/--- 1~ luB K 1 9AGE ..... ...4 %1 11' & * 23/ , Ii-- 4 .... 238 , ~ 1 PARKFNG 1 (TY,CAL> t /94 4-~X_-1- ~~ Â· \--tem- 5 DOOR %......................4-........ -M -:7~ F 1 1 ....:. i\~4646... 1. / 9 - PA~*NG 3 3 -0 i. 14 ./IFEROUS 28' DRP ASRHA_T /2\ . Â»2(.MP AL :=18 I. -O 1 *FEROUS 4-307 - f / 7 / f FLOWLINE -\\ 1 h,> I A uni,~~__r. -L SERICES 19 i-- --~ L u n Â¥ A/INER 11 1 111 Ill -- 0. BUILDING ASPHAL T PARKING LOT 1 1 BUILDING A MULTI-LEVEL *~ ~ \. - ..99.14 52 8 I M~ PARKING 1 \mt-~ \-.2.*Vh00-YLL~~~- i CONDOMINIUM 1% $/- CONCRETE REIMEL-==-44 4 ? 1 lE Be~ 1Â· con/twoge,MA I . 1 ' 1 1 "1 1? SPACE . 1,-Clip PARKIN, 1= ..0,-Em~ImmIImmEâ€¢-7-01 .,-- 45Â»Â«*Z/*2-<00 it /1 Eli Â·79/4.7 FT: 7gpÂ¢-28 --'r n>Alk, ... -r,1 nr,ili,lill il,4, i *- -1 i~ 1& Â° ' 7/~//~~~ti-Ui-1 "-~---**1 6 7-L----05 1 . . . 455.ir/:1*Â¥94-.4 ~ 1. L . .1-Lld* . pkt--2E.._4 = 0 .1* . ~1 ' . \~ny. Ir 9-1-1 k-~r-rtli ~j .22.2 6 â€ž-47............) 1 C'. 1- â„¢1 000*i. i r---~- , 6, , 339*&2{FAL-- 1 FFÂ·799'k. FF: 799424 2.5 negR 1/ D[*il W OÂ· M -1'U. I ..&'- : --r -i ~- -E*>9206*% 1 1 1 1 I-,95% 1 --- L.U-23%'5%,9 1 9,#~LB~' 6, ,PM,US| | I ~ I~~11_T-Â» 1 6.0 3 1 /1 5 12'-DRP<Ak :'~* Ar ~ , BUILDING B r L \LUTLITY 2 *ji - - - - - a--9-11 1 . 1 6 - SERICES l. Docp 1 ,,AIRWE.- . .:437 9 .00471+1-hz=le=-*â€ž2 1 1 MULTI-LEVEL f . CLOSET --1-1 J.. # ,- 11 ' 5,~L -/NDING -u CONDOMINIUM - mdi" 20 E ASPNALT J ; . 11. P ----4 - 1, DOOR PARZING / c .......A..........Ar 4-'', 1.,f - 00 4$ , 5 Â» \W , N /9, .ar- =2 73</ ///Th. 178 FF:7903Â·65 , : ./5,A' - DOOR 4- 14%11 I & I SERVICES L-,-R.R TiE U F R,- 1 1 CLOSE Â£ ' 0 , '1 ..1 -~ 7 1=ke Mle 23 3 l. DOOR FF:80014423.1 1 N:1 1. BUILDING C --,~-~'7 / f RETAiN,N~ ) 7 ' / WALLS r-7-o , I /- Â» ./:Â£Ei~Il-.. -/*pc..- , > W 7 . 0 4 4-9 / 4 b ~~ < i MULTIÂ·LEVEL d O CONDOMINIUM 299 :Le:1 1 '- I , ''<:~ -EEEm~~i'mTTTE 1 Â· I ' , CONCRE-E *At k *411Â£24[7 5 BUILDING D PRELIMINARY e --- MULTIÂ·LEVEL - - - - ' , 11. , 1.4 z--STAIRS CONDOMINIUM L ' n~ - 4% 4 14. col.FER* J'*aFTÂ¥44-EK-NEJAE-*.u r I up 194 â€ž2,2 i Urln SER' CFS CLOSET 15 CONFEROUS--1 1 17 Li IL 28' DRIP \ 26' DRIP 4, 8 .1 f///447~7467*71* 1 MICK RETAINING WAI &3'''t>2>0 ''?''Â·'34 ' h:it#'<3;';@ 1 Uu. --- E I U:*001.1.,11101'1!i,111!111'F # DATE ISSUED FOR 'll', --*mill/ll//1/baRÂ»,lill,5 e =#Ma 9, :6: VAULT l-BRICK ri'/1/,M'/ilinili,il/,1;imp/Mili'h \ 07.29.I 5 LAND USE APPLIC 1.(AILBI CONCR'TE PAD 1 4/*. < SITE DEMOLITION GENERAL NOTES: SITE DEMOLITION SITE DEMOLITION PLAN LEGEND: L 4.64.9.94~~I.4 PLANTER ~ F - i ..tri,1 ACCESS WE.. . , 1. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS GENERAL NOTES CONT: - TEM TO BE DEMOLISHED ~ 1~:.4 8Â» E 1 $ DISCREPANCY, CONTACT ARCHITECT AT 970-925- 1832. 13 CONTRACTOR TO COORDINATE LOCATIONS OF NEW - ITEN TO REMAIN 2 CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING WINDOWS, DOORS & ARCHITECTURAL ELEMENTS. ~~V<~*Q=4491 042'(;Ez ~\7*AÂ» \ 1741/ 0/â€ž: ~:81W ~R~P - - -- 11 r- -Lfâ„¢MM 5%9~%2 REMOVE DECK ROOF!NG MATERIAL, CONDITIONS & DIMENSIONS PRIORTOCONSTRUCTION. 14 ~~CNE~~ORSUT~~R~F~EMNaC~~OIR~H~EXISTING 3. ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD 1*28;53223 STONE FL-OORING. OR CONCRETE BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO 524Zf SLAB BUILDING & STRUCTURE DURING DEMOLIT!ON & DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION CONSTRUCTION I REMOVE CONCRETE SITE WALL 1 ' 1/ ~'~ 0*Â¢, =6FA-1*42.Â¥ ,5--auj///1 115\\\\\ ~ VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH 15 COORDINATE DEMO OF MECHANICAL, PLUMBING, , Ccns#.on LOCAL SERVICE DEPARTMENTS. 16 CONC~~OR&~CUOCNIF~~L~~SET~NG SNE <1|pRE~EKONCi~E A~ ~:F~ NEYECDON-r JED / 'LANS 4 RETAIN & PROTECT ALL MEMBRANE ROOF AREAS UNO DRAWINGS BEFORE REMOVAL 0<41'fIL'-4/teff-1-Â«9~haL--=10Â«9944*~LQ*r==1---câ‚¬Â»~~ ~~~-f ~t 1 166USDete | 5 RETAIN & PROTECT ALL DOORS & WINDOWS U.N O 6 RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR Drawing Till NOT NOTED IN DEMO DRAWINGS ~44--vitÂ«744_ 5.*..6 7 i 17 EXISTING FINISHES TO REMAIN WHERE APPLICABLE ~ REMOVE EXISTING STRUCTURE. COORD */ SUITABLE FOR NEW MATERIALS 444*1%#ire,7 | ARCHITECTURAL SITE 7 ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE SUBSTRATE TO RE REPLACED IF SIGNS OF ~ PLANS/ELEVATIONS COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF 14 ASPEN 18 REMOVE AND PROTECT FIRE-EXTINGUISHERS AND V -2*_ WillÂ»- <LUEE~Â¤227/ // //59 DEMOLITION PLAN DETERIORATION ARE PRESENT ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN ~> WALLS TO BE DEMOLISHED, COORD w/ PLANS 20' DR,P 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE -------52#*3=4**971Â£L CABINETS. REÂ·INSTALL AS CLOSE AS POSSIBLE TO ~ BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION. A LoiNISTIRucLCTS 25% OF TOTAL EXISTING LOCATIONS 9 EXISTING FINISHES. SITE FEATURES. SIGNAGE. & Shee! 0 19. REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND ME LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN UTILITIES AS NEC. IN AREAS OF DEMOLITION INCLUDES ~ CE'tott>%72riTJI~'I~/OSIZIATI~~O~NA~~~~ESELS. U - ----rj-*xvzf)/ 'Pr UNO BUT IS NOT LIMITED TO: GAS LINES, PHONE TV, ARE 10 CONTRACTOR TO CONFIRM THAT EXiSTING ROOFING & ~s SUBSTRATE IS IN GOOD CON[!TION & REPLACE LOCATIONS 20 COVER & PROTECT ALL EQUIPMENT, FIXTURES & W OF DAMAGE OR COMPROMISED MATERIALS ALARM, INTERNET. POWER. AND DRAINAGE ELEMENTS <2> PROPERTY SIZE (9,484 Sh ' CONCRETE REIAINING WALL 4 ?. PROPERTY TO REMAIN DURING ALL PHASES Or ~ FACADE DEMOLITION 11 CONTRACTORTOPATCHALLAREASDAMAGEDOR PLAN TRUE ~ CONSTRUCTION EXCEPTING TREES (U N O), REMOVE LANDSCAPING AND ~ NORTÂ» NORâ„¢ | 1 REMOVED DURING CONSTRUCTION 12 PROVIDE TEMPOPARY BARRICADES & OTHER FORMS OF ~ OTHER SITE ELEMENTS FOR NEW PLANTERS, BIKE AREAS & ( 1 j ARCHITECTURAL SITE DEMOLITION PLAN Egel OTHER NEW SITE ELEMENTS PROTECTION AS REQUIRED TO PROTECT OWNERS' a \~)1.1~ SCALE 1 = 10'-0 PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY | DUE TO SELECTIVE DEMOLITBON Â»Â«/ '/ 4-,Â»22~3,Â¢~'.'2/5 / MmE**3922**EM-remÂ»â€ž v.*29/.809*kpj.'Apit@SE>''Mi$~~ 2% 3rd/1009Â§3~ .% 'fy / y. :Â§*I.=k~?Il--I 1 .V 1~9*': $10% 0 -is 1-liA Hlnos 008 I 3Â§Â¥Ild - SWAINIWOONO) 3AN3AV 11111~ DNINN-1. 1 32)NOD ASPHAL~OADWAY j 30(131 :Niolili i - ill 1 11 1 #4* Iv' 1 1 411{.11,i, k 4 SOuTH GALENA,STREET~ ~ (60' R 0 W.) ASPHA.T ROADWit, m. m.1.2 16- DECIDUOUS I ~ arch it e s GROUP 11 \ 32' DRIP GIll / -4 eÂ©f* I - 71-71- <4 . ---679,0~~ d Â«n -,4 / / 0 RW,1 7994.45 tÂ« 3 ~ ~ /' INGROUND -/95------ ~\ 6- ASPEN \ WAL- 7 \ fir-DRIF f r emhous -~ .Â· ' \ CONCRETE CURE,Â· ' â€¢ ' pâ‚¬v 7987.7 -I I=/. -; \ \ POOL , i 7-b- ~' Â·' /' Â·Â· - ' CONCRETE PAN .Â£-9- , 97't I .9 . / 16 DRIP --- 4* 444 PROPErn ~ 7Â·%.DkE> -1.- 1~21)uous UQI.MNs -OusÂ«Il ..~ ...CRE Tle -:. CEO~ _ -. IPtiE SIDEWALK i ., ' i._ 2-4 *t~ ' ---9 7--*r_L~IL---7 HOT L=-1 E 91 ' - N-____-_---- ---+E,-=r;v#i51 *##-<7 i~ ~ ' r- ---- ; b 1 Â«in-_--ru-fi---1 1 TUB '~/i_ co~Â·Â·ro~- --3- 44"JUJ9-4, v ; 1 1 480 - L 1-- n . - - =mACK 1 1 .4.0 1- 1 1 ..0 A Â· dONCRETE ,Â·.,9 / (.P'CAL) 1 ~ Â·~. POO' DECK. Z 1// 11 4.- [n 61 0'1 . 4 . 1 N \A ~ 8. 59- ./ 738 â€¢I 5 N. . I I /01 I -J--f 4 1 / i H. --1 16' 3 -- . .\% -\ 1 ,/ 14 ....OUS 28' DRIP PARKING / 0 'yl ' 12 -DimP 1 >A U Â£ h:~9 -- 4 2' - . 1 \'. .. 1 ASAHALT 23 6 --7 4 -i i 4 76 -%. ,-790,liFEROUS V - : - 1 N 0 /14' DRIP 47?pse \Ft . 2/ / FLOWLINE .. 1-12.h <vz 0- i: --1 UTIUTY- 4- SERICES 19 , K Â¥ ADJOINFE 1 --- 4 11 1 BUILDING A . 1 ASPHALT PAEKiNG LOT xi \ 9'ASPEN ~ - k \ 12'ASPENn CONDOMINIUM ':~ 11, ASP ~: ,I ampp' 5/ 1 - CONCRETE ENME-E_--- 1-1 Â·Â« ...~151~Lj:141]lk'~-910~-2-21- l $ CONCRETE ': 1Â¢ Cone 4Â¥K)*g#MALT , b mim 1 <2:fJL 1 4 PLANER It' l 'ILL 11 . - / U \ 1 . 4 18~-C IP PAPÂ®NG - 0 0 -72 l=â‚¬IEEcir 1 tl //r .19214.41> 1 Â·~-/9~52-7-------41 1 1 4/ 01 0 B WE 1. 1 Â£ 612 f , I (TYPICAL) f ,/ /1-Â« f - /4 -T If 2. - 4 .99 rll, i. . Â· ..l- 1 3 1, % IL--31==le]Iv.-,= .,1111.COVER-, -Â· - cviaTTE * t.Â¢ *4, 4 - . . ; Ell ''' , f.-1--1-- 18:11 1 11 F~~Â»n-r~ - Â· ~ UN#.41' *9,. .'Â· ~2*.4, Il . ~ | 2 â‚¬QNCNETE . -~~ls>rt/*~ tf] ~ ~, Â· Â· cp:UTâ‚¬ r . , 4 4 -. ,Â· ~.g LE- WALK' ' 1 =-W. 1 ~-1 . 1 â€¢ 11/TS OF SITE C "Â· Â·-TTFT-tmo#AffÂ¢E--- FE PA-BC 1, E CONIFER/S LuT" 7 d- 12' DRIP ~'1 4 HUNCONCRE-Â·'CÂ©491 -ARD # ./=11 BUILDING B 1 CON'REE 9 0' F MULTI-LEVEL 3 , a -6'*bms:,i CONDOMINIUM C *ICREfE PATD Â· . =SF/-aMING WA-1 CLOSET~-3 x&j 11 . - 200 :/0 0.~0 CONCREY U 9 9 1 1 ./ + # --I-,6 ---- 21 g .1 Â»i/// 1 $*Nml -1 1 [Â· ll 6-2 1 11 6 i -5 El "*. . < 1 . 1? ftÂ« 1 11 Â· --/ CONIFEROUS /-~ ,>28Â§=ZE-ZInt.mV-#.*AW..a.*'*N':eey 29 3 16' DMP 11 .5 1. I . 1 1 1:51./ 1 .1 9 /'tjir -Unt,7 F I mg! . 18 SERV'CES i EÂ· 2 44-/*R ILE (10 01 1 2,1 23 15 'r r 91=81=DING_C 31 - 0 ff WALS Saa 1 3*- 1~ MULTI=LEVEL 0 ...............1. . M .NE ' MULTI-LEVEL 1~1 ~ / 1 11 1 1 /: 1 x 1/ $ 1 w~. r ------- - cos.C . L-CER 1 1, 1 6 SERI(IS WOOD ~.ANDING K-14-,1 17 0 0 o OSET 8 3/ RETAINING i 290 ~' --' -- '-lu-v-u~r----- 6 ''r &,IRAcrr~Â¥nTTr Â·~ . fIll' Ill:~Â· 8 E 2 CONDOMINIUM EC BUILDING D - 93 4-1 ~ ~1 r U<* 1 PRELIMINARY '1 1\\, r CONCRETE WAÂ£K 4- ./.1 R R REÂ·'Af ,/NG WALE-5-SE~,ARC~- A/[-47 B /& MULTI-LEVEL 11 --I--/9.- ---Â£-EL |Mi F ~ 1 51 STAIRS -1 4 \11 CONDOMINIUM - 19 1 ~p/RET-4 *t - 1 1110Â¢- 2 - - hyÂ»~ L--- | unCY SER~CES CLOSE- | 15 CONIFEROUS-+ PA I - -4 7 --6==1 .1 . ~;-~'i*/mw/m#aw~ i Ke<,2---tl-.14-8 . ' 26' DRIP I BRiCK RETAINING WALL L-CABLE TV J . 4 .. C BU-)~Tl .......p./. , 1 # DATE mUED FOR ' VAU,T 2.tio. -ELECTRIC RANSIONWER ON 6 , 7 4;- 7 CONCRLTE PAL 07.29.15 LAND USE APPLIC i ~ : CONCREE t. 5 : 1 -99 SITE PLAN NOTES: SITE PLAN NOTES (CONT.) SITE PLAN KEYED NOTES: \ l,* ~45 Tpy,Nt WA 14 ~,-4=4, PLAUTEE _j\'~_TE*Al '0\~chs Â£4>kini.-1 , 11-.,stplik Il NI hy : Â°Â°JFP . --= 1. IN THE EVENT OF DIMENSIONAL OR EX!STING 11 CONTRACTOR IS RESPONSIBLE FOR ALL SITE ,/~ SEE ENLARGED SITE PLAN FOR 6 CONDITIONS DISCREPANCY, CONTACT ARCHITECT AT DEWATERING & SHORING OF EARTH OR STRUCTURE & V INFORMATION IN THIS AREA -- (970) 925-1832. FOR OBTAINING STATE & LOCAL PERMITS (,fFA . 42'(~E) 244 25 .1-A---4 1 2 ~ITU~CBTEOTRATK~NFIELD ~EURRII~LITEAT;1~NG EXISTING ELECTRICAL TRANSFORMER SIZE & SERVICE, 4\ NEW STEEL AND CONCRETE STAIRS & '0214 H r---r=rueUNG WA- 12. REFER TO CIVIL DRAWINGS FOR ALL CONTOURS. NEW ON GRADE CONCRETE WALK OR PATIO. SLOPE TO DRAIN L \ -, CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION DRAINAGE & UTIL!TIES ~ OR AWAY FROM BUILDING,SEE CIVIL FOR ALL INLETS, DIWNS, 24*EFF*tWJ- 62 -RIL---- 0.. Â·1% Â·.ri V :, . ti---r--~ ~ 3. ELEMENTS BELOW GRADE ARE UNKNOWN CARE 13 CONTRACTOR RESPONSIBLE FOR DETERMINING TRENCH DRAINS, TYP :f*=lt DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED AND COORDINATING LOCATION OF TRANSFORMER / Â« WALKWAY SYSTEM FOR DEMOLITION. VERIFY LOCATION OF LOCAL ELECTRICAL UTILITY COMPANY <0~> NEW DECK SYSTEM, SEE FLOOR PLANS UNDERGROUND UTILITY LINES // LOCAL SERVICE 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING v DEPARTMENTS LOCATIONS OF NEW UNDERGROUND UTILITY LINES w/ <'~> NEW FACADE FINISHES 1/lue Dele 4. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OTHER ASPECTS OF THE JOB, INCLUDING BUT NOT v \ h '/ , -h OF PROTECTION AS REQUIRED TO PROTECT OWNERSr LIMITED To, SURFACE DRAINAGE, LANDSCAING ~ NEW CONCRETE SITE STAIR, SEE FLOOR PLANS ARCHITECTURAL SITE Drawing Tme PERSONAL. PROPERTY & GENERAL PUBL. IC FROM FEATURES. SITE RETAINING & SHORING WALLS. INJURY DUE TO SELECTIVE DEMOLITION FOOTINGS, IRRIGATION. ETC A NEW PLANTINGS, SHRUBS OR TREES - DESIGN & INSTALL 5 COVER & PROTECT ALL EQUIPMENT. FIXTURES & 15 ALL EXTERIOR CONCRETE SLABS ARE TO SLOPE AWAY *' WITH PHASE 2 (BUILDING C & D) LANDSCAPiNG 20' DRIP PUN PROPERTY TO REMAIN DURING ALL PHASES OF FROM STRUCTURE A MINIMUM OF 1/4Â· PER 1'-0Â· FOR ~ SITE STAIR HANDRAIL 1 Â¢ DIAM PIPE 36Â· ABOVE NOSING, - CONSTRUCTION POSITIVE DRAINAGE. CONTINUE SLOPING 11 BEYOND BOTTOM RISER AND CONT \1 61 -- </ 6. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR 16. ALL SITE WALLS & BENCHES ARE TO BE EXPOSED HORIZONTAL 12" BEYOND TOP RlSER. RETURN ENDS TO WALL \\----.el/------ 4 REMOVED DURING CONSTRUCTION. CONCRETE wt ARCHITECTURAL FINISH, SEE DETAILS & OR CONCRETE WALK. FINISH TO MATCH STRUCTURAL STEEL, 4 Sheet# 7 ALL EXISTING TREES TO REMAIN UNO SPECIFICATIONS. TYP. ALL SITE STAIRS. SEE DETAILS 4 8 rE,ZlE TO BE SLOPED 1% MIN AWAY FROM 17. ~TTE~112LcAL 43 LIMITS OF CONSTRUCTION, DEPICTS 25% OF TOTAL 9 REFERENCE STRUCTURAL FOR ALL FOOTING WIRING OR OTHER WORK .@ TRENCH DRAIN SEE CIVIL FOR ALL INLETS, DRAWS, STRUCTURE TO POS DRAINAGE SEE CIVIL. LOCATIONS FOR ALL PVC SLEEVES BELOW ANY V PROPERTY SIZE (9,484 SF) ,/71\ \\\\\\\\ 4 LOCATIONS REINFORCEMENT & SIZES 18. SLOPE PATIOS AWAY FROM STRUCTURE l MÂ· PER 1 Â·-0 v TRENCH DRAINS. TYP. CONCRETE RETAINIING WALL 10 CONTRACTOR IS RESPONSIBLE FOR COORDINATING MIN. F ALL UTILITY CONNECTIONS & LOCATIONS OF NOTE ALL NEW CONCRETE B COLORED CONCRETE TO MATCH PLAN Al.1 PEDESTALS & TRANSFORMERS EX]STING CONCRETE. VIF VERIFY ALL COLORS OF ALL PRODUCTS, NORTH NORTH SCALE: 1 =10-0 12~ 1-2 1 FINISHES AND PAINTS WITH ARCHITECT ( 1 j ARCHITECTURAL SITE PLAN 1 I 3$Â¥Hd - f IWOONO) BANIIAY Hill 00:35-3# LL91.8 00 'N3dSV 0 -is 1-Ilw HinOS 008 P,,""'m'I-m/gN/1//x'em~AL, ef:-# M-c~,-p~~~&~~, -'.I/-/%.......5-&Wr/**m. %/ CONCRETE RETAIN C WALL AllE 1Â¥All/- DEMOLITION GENERAL NOTES: DEMOLITION GENERAL NOTES (CONT.) DEMOLITION PLAN LEGEND: DEMOLITION PLAN KEYED NOTES (CONT.) LIGHTING NOTESÂ· KEYPLAN NTS 9 THERE IS NO ADDITIONAL LANDSCAPE OR EXTERIOR LIGHTING THIS PROJECT. 411 E. MiiÂ® SL 1 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW ----E ITEM TO BE DEMOLISHED ~ NOT USED ASPER (01ull Â£ DISCREPANCY. CONTACT ARCETECT AT 970-925-1832 WINDOWS, DOORS & ARCHITECTURAL ELEMENTS EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON UNDER-SIDE OF 4 2. CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING 13. CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY - ITEM TO REMAIN ~ FACADE AND WINDOW/DOOR DEMOLITION -SEE ELEVATIONS DECKS OR WALKWAYS TO BE REMOVED IN THE DEMOLITION AREAS. SHIELDED (970) 115-I83] Â· ~ CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION SUPPORT & BRACING FOR THE EXISTING BUILDING & REMOVE DECK. ROOFING MATERIAL. \~ FOR EXTENT OF MATERIALS AND DEMOLITION FIXTURE OF SIMILAR DESIGN AND FUNCTION TO RE-1NSTALLED ON NEW / 8Â£00 4 ~ 3 ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD STRUCTURE DURING DEMOLITION & CONSTRUCTION STONE FLOORING. OR CONCRETE DECKS OR WALKWAYS IN THE SAME LOCATIONS VIF ALL LOCATIONS 4 BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO 14 COORDINATE DEMO OF MECHANICAL. PLUMBING. SLAB EXCEPTING TREES (U NO ). REMOVE LANDSCAPING AND <~ OTHER SITE ELEMENTS FOR NEW PLANTERS BIKE AREAS & A EXISTING Val.L-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY REMOVED FOR ~ DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION ELECTRICAL, & STRUCTURAL ELEMENTS wW NEW ~ REMOVE CONCRETE SITE WALL OTHER NEW SITE ELEMENTS PURPOSES OF APPLICATION OF NEW SIDING IF NECESSARY, AND GROUP VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH DRAWINGS BEFORE REMOVAL LOCAL SERVICE DEPARâ„¢ENTS 15 CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABL.E Er--7-1 RE-INSTALLED IN THE SAME LOCATION VIF ALL LOCATIONS -Â« archite s [ 4 * I REMOVE EXISTING LANDSCAPING 4 RETAIN & PROTECT ALL MEMBRANE ROOF AREAS UNO FOR NEW MATERIALS ,-1 0; FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE,NEW PRODUCTS a~DG S ~~.1.~,-p, p.~------7 5 RETAIN & PROTECT ALL DOORS & WINDOWS U NO 16 EXISTING FINISHES TO REMAIN WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE 2009 IECC. SECTION 505 6 AND 6 RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR SUBSTRATE TO BE REPLACED IF SIGNS oF DETERIORATION DEMOLITION PLAN KEYED NOTES- CORRESPONDING TABLES NOT NOTED IN DEMO DRAWINGS ARE PRESEN1 7. ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE 17 REMOVE AND PROTECT FIRE.EXTINGUISHERS AND ~ REMOVE CONCRETE AS NEC FOR NEW CONST COORD. / PLANS 1/y h.n COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF CABINETS. RE-INSTALL AS CLOSE AS POSSIBLE TO 1 ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN. EXISTING LOCATIONS ,/~ REMOVE EXISTING STRUCTURE. COORD wt 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE 18 REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND \v" PLANS/ELEVATIONS 1 '~ /1.Â·'14/*.c/1 4Â£ BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION UTILITIES AS NEC IN AREAS OF DEMOLITION INCLUDES 9 EXISTING FINISHES, SITEE FEATURES, SIGNAGE, & BUT IS NOT LIMITED TOÂ· GAS LINES, PHONE, TV, FIRE ~ WALLS TO BE DEMOLISHED. COORD / PLANS LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN ALARM, INTERNET. POWER, AND DRNNAGE ELEMENTS 19 COVER & PROTECT ALL EQUIPMENT, FIXTURES & ~ REMOVE STAIR IN IrS ENTIRETY U 10 CONTUCTOR TO PATCH ALL AREAS DAMAGED OR PROPERTY TO REMAIN DURING ALL PHASES OF REMOVED DURING CONSTRUCTION CONSTRUCTION ~ REMOVE DECKBALCONY/WALKWAY IN IrS ENTIRETY 11 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION ' r------------ I 1 r 1 1 1 r 3 ' E- 1 1 1 L UNIT # 107 3-uc--1 W' ''b'i'''Cill'i '5@*R& - B.O.STAIRS ,lk_L_--_-_--1 ||1! I[-132:LICELLIIJ 1 TO.FF -----r~ PELOW APE 90'-10- + orÂ»F ,3illyl I go* NÂ®JII wn uloa LÂ»\ 4 ~ . 44 13,70 4 .PREUMINARY '1 U . 2%019 kLIV: Z74'2019 0 U 1'02,1,1- T.O. F.F WOOME 71.02 1 & 104Â·-11 5/8 UNIT # lEg] All-r /Will\MÂ·03'~ # DATE ISSUED FOR ' F- 01.29.15 LAND USE APPU[, ELOW 519[ ' TO F F 111'-1058 1 *uerate Const,wtion :: Drawing T'rue IC&D BASEMENT LEVEL 1 1 1 DEMOLITION PLAN I L----------_J 1 1 1 1 111 I liMeet I L------------ PLAN TRUE STAIRC3 NORTH NORTH - BUILDINGS C&D / 1 \ BASEMENT LEVEL Ee[MAREWAN aa ~ 02.0 4.2.0 71 SCALE 3/16 -1-0 11 1.1- Z.G....;/,cb 0 -19 1-ll, HinOS 008 LL918 00*NEidSV *22*#*%09*Ff.F I 35Â¥Hd - SW INIWOONO) 3nN3AV Hldli 298%~efettÂ¥*Â§*i.-.=..1-----mm/=tle----P-&"*c*~%91%. --'*./<es.9?55*. 120 13 PLAN NOTES: PLAN NOTES (CONT.) KEYED NOTES LIGHTING NOTES KEYPLAN NTS ! 12. PROVIDE TEMPORARY BARRICADES & OTHER FORMS Of 1. SCOPE IS STRICTLY LIMITED TO EXTERIOR REMODEL AND PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· PERSONAL /1 CONCRETE PATIO OR WALK. NON-SLIP TEXTURE, SLOPE TO DRAIN THERE IS NO ADDITIONAL LANDSCAPE OR EXTERIOR LIGHTING THIS 4/ E.IUm k 4 IMPROVEMENTS INTERIOR WALLS SHOWN FOR REFERENCE PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE V CIVIL DRAWINGS FOR ALL INLETS, DRAINS & TRENCH DRAWS, TYP PROJECT, .1 W lilli â€ž3 ONLY DEMOLITiON (770> ilsÂ·Iin 2. LIMIT EXTENT OF SITE FLATWORK AND WALL SCOPE TO ONI.Y 13 COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO ~ STEEL AND CONCRETE DECK, SEE ENLARGED PLANS EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON THAT REQUIRED TO COMPLETE PROPOSED WORK OR AS UNDER-SIDE OF DECKS OR WALKWAYS TO BE REMOVED IN THE L 8Â£OG. 1 REMAIN DURING ALL PHASES OF CONSTRUCTION INDICATED ON DEMOLITION PLANS. SEE SITE DEMOLITION PLANS 14 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED ~ PHENOLIC PANEL 18Â·*18- SKI LOCKER, TYP OF 16 DEMOLITION AREAS SHIELDED FIXTURE OF SIMILAR DESIGN AND G.C TO CONTACT ARCHITECT AND CIVIL ENGINEER IF UNCERTAIN FUNCTION TO RE-INSTALLED ON NEW DECKS OR WALKWAYS IN DURING CONSTRUCTION GROUP OF AREAS TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF THE SAME LOCATIONS. V I.F.ALL LOCATIONS ASSOCIATED WORK 15 ~F~D.~~VALGLCP~~~~~~TH~~~T~~~OORDINATED ~ STEEL & CONCRETE DECK/WALKWAY SYSTEM archile s 3 STAIR/DECK LAYOUTS SHOWN FOR FREFERENCE AND CONTEXT 16 PATCH ALL DISTURBED ASPHALT EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARIL Y Â«Â«49 1 ONLY REFER TO ENLARGED STAIR/DECK PLANS AS CALLED OUT 17. ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST ~ 42 H GUARDRAIL, TYP REMOVED FOR PURPOSES OF APPLICATION OF NEW SIDING IF 1 ..... 1 â‚¬ FOR DETAILED INFORMATION. DIMENSIONS, ETC NECESSARY. AND RE-INSTALLED IN THE SAME LOCATION V I.F. OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT 4 ALL CALLOUTS REFER TO NEW ITEMS U.N.0 ALL LOCATIONS 18 FOR STAIR,DECK AND LANDING ELEVATION REFERENCE STAiR ~ 36Â· H HANDRAIL. TYP p 5. DO NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE SECTIONS WITHOUT ARCHITECT APPROVAL 19 SEE SECTIONS & DETAILS FOR AREAS WHERE STEEL STRUCTURE /~ 8' x 8" CONCRETE CURB, CENTERON COLUMNS, IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE. NEW UJ 6. RADoN MITIGATION SYSTEM PREVIOUSLY INSTALLED G. C TO IS EXPOSED STEEL STRUCTURE IN THESE AREAS SHALL HAVE \,/ NO REGLET, 1' CHAMFER EACH SIDE PRODUCTS SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, 1 / 7/\ 7>_R 21 VERIFY SYSTEM, OPERATION. AND CONFORMANCE TO SECTION 505 6 AND CORRESPONDING TABLES APPLICABLE CODES CLEAN & SMOOTH WELDED CONNECTIONS. SEE SPECIFICATIONS. A REPLACE CONCRETE WALK AFTER / /BLOG 0/ //// 1// / 3 =9 7 ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE TO BE 20. ALL MEMBRANE ROOFS SHALL SLOPE TO DRAINS AT 1/4Â· PER 1'-0Â· \3/ DRAIN LINES INSTALLED, TYP. I. Lic:/7 1/*le .2/ 1 9- MIN PRESSURE TREATED OR APPROVED EQUIVALENT 21. LANDSCAPING IRRIGATION SYSTEM SHALL BE REPAIRED & NEW NOTEÂ· ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH / 8. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS ELEMENTS INSTALLED WHERE EXISTING WAS REMOVED EXISTING CONCRETE, ViI F. VERIFY ALL COLORS OF ALL PRODUCTS, ' DISCREPANCY CONTACT ARCHITECT AT (970) 925-1832 22 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS, & FINISHES AND PAINTS WITH ARCHITECT K 9 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS PATIOS ARE FINISH SURFACES. CONTRACTOR SHALL PROTECT ~: REINFORCEMENT & SIZES ALL FINISHED CONCRETE DURING CONSTRUCTION IF ANY OF U 10 ALLCONCRETESLABSTOSLOPEAWAYFROMSTRUCTUREA THESE AREAS GET DAMAGED. CONTRACTOR WILL REPLACE AT PER 1*-0 HIS COST 11 ELEMENTS BELOW GUDE ARE UNKNOWN CARE SHOULD BE j TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ' 4 ELEMENTS NOT SLATED FOR DEMOLITION VERIFY LOCATION OF 3 UNDERGROUND UTILITY LINES / LOCAL SERVICE DEPARTMENTS , Â£Lk E -1 1 ti 1 UM 1 3 W 3 11 Wo~Il w 1~1 '1=1 =1 il 14 Ul NT #107 3 - B O STAIRS , 7 3 90-61#c T.0 F.F .1, 7-8+41 1 ,=921__ ~ Debow upme * 1 Ill 3 90'-10â€¢ + or-Y TO FF J 90'.10~ + or -f 3 I Ah]IllÂ¢1 I Ni,0.1 Woolam N3OJDI V,60-4 1 G/M 11 *f---f ~1Â«- - F 10Â¥0 Seal. 6 Noll H 1 F-1 2 '1 womo.~,~~ L_~ ~ U V [Ul PRELIMINARY T O. F.F. ?00&7* V'.'003 : 104'-11 51 UNIT 4 103 /3 011[[r /'MOINADJW I | # DATE ISSUED FOR BELOW ANE 1-~ -__- - ~~116*~~ ~ I 01.29.8 LAND USE APPUC. T.O F.F 111'-105/8 1/Â¢134111 | C....... C:==-----1--4- L=r--------1-tzjr----3 , 1... Date Drawl. ntil C & D BASEMENT LEVEL -- FLOOR PLAN 57 7Â¤7733==~ | | 4-Ldr=11121.r -1 i Sheel l , PLAN TRUE STAR (3 ~ NORTH NORTH -) BUILDINGS C&D 1 < 1 ~ BASEMENT LEVEL FLOOR PLAN aa ~ Al.0 i ~ A2.0 j SCALE 3/16- = 1'-0- oop,Â¥ .. 7.ou,) .... im90*Â«12*".MENE:'*M""m::.wv 4.Me'"n..0.'P}f}?*P*E~E~~~1"em?"F'DE=*99~ - ~s#%)%:mo'Â°}3EES*~MS}Â¢*50"/*&#"/I""""""""" *im*%52**<3124..4mp>%>...â‚¬ 99 4 3?imm L L9 X8 03 'N3dSV o Â·16 11IA tunos 008 AINIWO(INO) 3AN3AV Hldli Il DEMOLITION GENERAL NOTESÂ· DEMOLITION GENERAL NOTES (CONT.): DEMOLITION PLAN LEGEND. DEMOLITION PLAN KEYED NOTES (CONT.) LIGHTING NOTES. KEYPLAN NTS THERE IS NO ADDIONAL LANDSCAPE OR EXTER]OR LIGHANG TMIS PROJECI 411 E. 11,in k ~ 1. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 12 CONTRACTOR TO COORDiNATE LOCATIONS OF NEW * NM USED Rs,0,0 co.,11 1 EZZLE ITEM TO BE DEMOLISHED DISCREPANCY. CONTACT ARCHITECT AT 970-9251832 WINDOWS, DOORS & ARCHITECTU~L ELEMENTS - EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON UNDER-SIDE OF 2. CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING 13 CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY - ITEM TO REMAIN ~ FACADE AND WINDOW/DOOR DEMOLITION - SEE ELEVATIONS DECKS OR WALKWAYS TO BE REMOVED IN THE DEMOLITION AREAS. SHIELDED -'.1 911.1131 1 JINDSU&R#DISM~NX~INIST~OR~OaRITIOI~~INT~OINA~CO~~NO 14 3~II2232,R-J'EZZLGOFFIVIEJIJI~fIIL-IJ & REMOVE DECK. ROOFING MATERIAL, V FOR EXTENT OF MATERIALS AND DEMOLITION FIXTURE OF SIMILAR DESIGN AND FUNCTION TO RE-ENSTALLED ON NEW , BLDG 4 3 ! 3. ELEMENTS BELOW GRADE ARE UNKNOWN, CARE SHOULD STRUCTURE DURING DEMOLITION & CONSTRUCTION STONE FLOORING. OR CONCRETE DECKS OR WALKWAYS IN THE SAME LOCATIONS V I.F ALL LOCATIONS ' ~ SLAB EXCEPT ING TREES (U.N O.), REMOVE LANDSCAPING AND <~ OTHER SITE ELEMENTS FOR NEW PLANTERS BIKE AREAS & EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY REMOVED FOR DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION. OTHER NEW SITE ELEMENTS ELECTRICAL. & STRUCTURAL ELEMENTS w/ NEW .... REMOVE CONCRETE SITE WALL PURPOSES OF APPLICATION OF NEW SIDING IF NECESSARY. AND GROUP I VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH DRAWINGS BEFORE REMOVAL ~N LOCAL SERVICE DEPARTMENTS. 15 CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE r*. RE.INSTALLED IN THE SAME LOCATION VIF ALL LOCATIONS ~ 9 1 t e s , 4. RETAIN & PROTECT ALL MEMBRANE ROOF AREAS U.N.O FOR NEW MATERIALS L + 4 1 REMOVE EXISTING LANDSCAPING , IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE, NEW PRODUCTS ~ BLDG a j *{ 5 RETAIN & PROTECT ALL. DOORS & WINDOWS UNO 16 EXISTING FINISHES TO REMAIN WHERE APPLICABLE. SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, SECTION 5056 AND 6 RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIORATION DEMOLITION PLAN KEYED NOTESÂ· CORRESPONDING TABLES U NOT NOTED IN DEMO DRAWINGS ARE PRESENT 7. ALL DEMOLITION OF STRUCTURALELEMENTS TO BE 17 REMOVE AND PROTECT FIRE-EXTINGUISHERS AND \ / 7/Ai , /-4..11 .e ~ REMOVE CONCRETE AS NEC FOR NEW CONST.. COORD wi PLANS * COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF CABINETS RE-INSTALL AS CLOSE AS POSSIBLE TO f ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN EXISTING LOCATIONS 4 ~22*%';N'ClrRUCTURE, COORD w/ 8 RETAIN WEATHER.TIGHTNESS IN ALL AREAS WHERE 18 REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND * BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION UTILITIES AS NEC IN AREAS OF DEMOLITION. INCLUDES 9. EXISTING FINISHES, SITE FEATURES. SIGNAGE, & BUT IS NOT LIMITED TO GAS LINES, PHONE, TV. FIRE ~ WALLS TO BE DEMOUSHED. COORD / PLANS -1.24 /4.9/79474 , - <Lf LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN ALARM. INTERNET, POWER, AND DRAINAGE ELEMENTS U.NO 19 COVER & PROTECT ALL EQUIPMENT. FIXTURES & ~ REMOVE STAIR IN ITS ENTIRETY p 10 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR PROPERTY TO REMAIN DURING ALL PHASES OF U REMOVED DURING CONSTRUCTION CONSTRUCTION ~ REMOVE DECK/BALCONY/WALKWAY IN ITS ENTIRETY v I 11 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF . - -99-4-iprn i T.O STAIRS B O STAIRS B O STAIRS ~ PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· ' 1 8.0 STAIRS ~071-74 rimri-12'_ 1-657-575-~ T.O. STAIRS - ~ PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY *L-- . 1 I 1 \ 1 TO STAIRS 7 DUE TO SELECTIVE DEMOLITION : ./ 4J t /1 r=-0-=21 /38yE-- 1 --------Â·--Â·--n ,- lai 1 ,. 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I Â®(19 < HA,1 4 -. 4 IUVG 2 ~ff~Â«Lia.Â» ~ ~ f 90 *Â°Â° WVVYÂ» 33 IN' 11 H 114/9 Futul 4 3 4 A -3 ~ /1,02'DA 1601; I Jzoop 1100 IL/ 1 =f/--11 f-,A , 4 IM i 1 41VG ~ B.O. STAIRS i 1 R.-71 Ch ,- -I NIDJU Y 114 7 Sea! 1 K: M~/ RUG * 39 . 81= M A[Uz ~ovÂ¢ f 12<0*161!M>12 -W,11 1 ip#l 1 I 0003OM .1101) AXXXA | ~ 1 - / H . '-~- .16- 1 & - U I VV V VV 1 - 5 MODMOJNk? PRELIMINARY 0 4 Y NWAL<J:'367 lin - - /\Â»193101\/Â»Â« /U =)0 B.O STAIRS , 104Â·-9 34 ~ - N3031) 14{)10 4==~ XXXXX Ll,l. 1 Dll 4. UNIT # 103 4--.- A;00 WOZ 1ll\Ir Z y'll 'NOIN+JjW X [- Nal VvVVV. 47 1 .1 . /1/\ /\ A A 'Â» NyÂ¢M[3921*JL/ # DATE ISSUED FOR & 4 IL+--u, ~, *0*ING A x lagil 0719.15 LAND UIE APPLIC 1 1 7.0. CONC. I -t-- 104'-8 1 k -1 1 1 111 1 11,==r r--- -p I | 1 PI*]16 *06 EN || 120Â·-5 ' T.Q. CONÂ¢ 06 - : , , up 4.---.9.2, W.* v #104'-101/8, .Y â€¢ . 21 4 Ict:-Flle- =zzlÂ·N -1_31 1 1.*.4 [ET-- ~ 11-n----11 11----i, c---1 f cotteETE T<61' . , v ~ ~ W003 gll/Il 11* 11 1 * 1 ! 1 12 1 1 I.:ni'll NOGI FIK E-T 11'1114 ------1/~~ UNIT # 106 -4- :1 1 laue Dal A T.O.K~-1 =1 1 â€¢ , I lilli i rUCH!---- CONTRACT. REF: RETAINING r 1 1 1---,---------I. Construdion 7 1051:3 5/8' ~ Uzzl | D,a..nt~ 'AREA UNDER SEPARATE A & B LEVEL ONE IEU=Â©71 + I , p . Il N L---Â·--41 + * 0/1 t. -r-277-rr---+7 vl--1' ~-- . . . lilli I. 1 ~'' I ~~~ ~,~ ~~-~-'-~ --T-99 - .~4137% UÂ»// -idtiet@-7 4*2---1-1*.4..... -4 :INE4 00--- 1 WALL REPAIR DOCUMENTS DEMOUTION PLAN --A.....,A/\1.....I 1 4 At'l"r' 1 - 1 1 1 1 1 1 ~1 1 1 I Sheel# , 1 '' 90 *61***E A. ..e---1- -U 8.9_STAIRS 11 \ T.b. STAIRS________ ----- ~| PLAN TRUE 4 311-9-- ?? NORTH NORTH D2.1 1 1 BUILDINGS C&D 3 C 1 1 LEVEL ONE DEMO PLAN 88 < 02.1 ) SCALE: 3/16 =1'4 ---I......I----- _ __ .- 1 Â£-IM) a TO CONC / B.O STAIRS zz T.O.STAIRS 105'.3 105Â·Â·Â·0~ 106Â·-4 5/8- E Iii *+20lb M=ri ./1- *53:S*NE#fl-*.:089..A".3)~ ~*~E;?El~ R; A'j.pilÂ¥EPI'%~ ~~Fk::-Â· V/,9 >999*Ir#"2 2-73}3'I= >>5: f. dEt- 1 3%)?VmFEâ‚¬Â·Sf~.B"""**%**?AM' E Z 3Â§Â¥Hd - SWAINIWOONO) 3AN3AV Hldli u isill~I HinoS 008 L L9 &8 03 'N3dSV 1$011 11118 1 ' _11]-LUHA DEMOLITION GENERAL NOTES: DEMOLITION GENERAL NOTES (CONT.): DEMOLITION PLAN LEGEND: DEMOLITION PLAN KEYED NOTES (CONT.): LIGHTING NOTES: KEYPLAN NTS THERE IS NO ADDITIONAL LANDSCAPE OR EXTERIOR LIGHTING THIS PROJECT. 1. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW = ---- ITEM TO BE DEMOLISHED Q) NOT USED lit E. 11,in It DISCREPANCY. CONTACT ARCHITECT AT 970-925-1832 WINDOWS, DOORS & ARCHITECTURAL ELEMENTS ----- EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON UNDER-SIDE OF 80!, CO lilli 2. CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING 13 CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY - ITEM TO REMAIN ~ FACADE AND WINDOW/DOOR DEMOLITION Â· SEE ELEVATIONS DECKS OR WALKWAYS TO BE REMOVED IN THE DEMOLIT1ON AREAS. SHIELDED .Â· {970) m.!131 CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION SUPPORT & BRACING FOR THE EXISTING BUILDING & REMOVE DECK. ROOFING MATERIAL. \2 FOR EXTENT OF MATERIALS AND DEMOLITION FIXTURE OF SIMILAR DESIGN AND FUNCTION TO RE-INSTALLED ON NEW 8Â£DG A Â· 4 3 ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD STRUCTURE DURING DEMOLITION & CONSTRUCTION STONE FLOORING, OR CONCRETE DECKS OR WALKWAYS IN THE SAME LOCATIONS VIF ALL LOCATIONS Et BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO 14 COORDINATE DEMO OF MECHANICAL, PLUMBING. SLAB EXCEPTING TREES (U NO ), REMOVE LANDSCAPING AND ~ OTHER SITE ELEMENTS FOR NEW PLANTERS. BIKE AREAS & ~ DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION ELECTRICAL. & STRUCTURAL ELEMENTS w/ NEW EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY REMOVED FOR I REMOVE CONCRETE SITE WALL OTHER NEW SITE ELEMENTS PURPOSES OF APPLICATION OF NEW SIDING IF NECESSARY AND GROIJP VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH DRAWINGS BEFORE REMOVAL RE-INSTALLED IN THE SAME LOCATION VIF ALL LOCATIONS archite s ~1 LOCAL SERVICE DEPARTMENTS. 15 CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE FI--7--1 ~ * - ~ REMOVE EXISTING LANDSCAPING 9. 4 RETAIN & PROTECT ALL MEMBRANE ROOF AREAS U.N 0 FOR NEW MATERIALS IF F,XTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE, NEW PRODUCTS L 8Â£0.8 1 ~s ~ RETAIN & PROTECT ALL DOORS & WINDOWS UNo 16 EXISTING FINISHES TO REMAIN WHERE APPLICABLE SHALL MEET THE REQUIREMENTS OF THE 2009 ECC, SECTION 505 6 AND RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIOFV~TION DEMOLITION PLAN KEYED NOTES: CORRESPONDING TABLES 3 NOT NOTED IN DEMO DRAWINGS ARE PRESENT 7. ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE 17 REMOVE AND PROTECT FIRE-EXTINGUISHERS AND ~ REMOVE CONCRETE AS NEC FOR NEW CONST . COORD #PLANS COMPLETED IN A MANNER THAT RETAINS !NTEGRITY OF CABINETS. RE-INSTALL AS CLOSE AS POSSIBLE TO ADJACENT WALL. FLOOR & ROOF AREAS TO REMAIN EXISTING LOCATIONS. 4 PZr&%'N'O~RUCTURE. COORD w /, /8Â£OG 0:.~.7 // 3,4 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE 18 REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND 1 // // 1 / al,Ge/1 BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION UTILITIES AS NEC IN AREAS OF DEMOLITION INCLUDES 9 EXSTING FINISHES,SITE FEATURES, SIGNAGE & BUT IS NOT LIMITED TO GAS LINES, PHONE. TV, FIRE ~ WALLS TO BE DEMOLISHED, COORD. w/PLANS -bl /////r-5 // I LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN ALARM, INTERNET, POWER. AND DRAINAGE ELEMENTS â„¢ 1.J L .2 U.N.O 19 COVER & PROTECT ALL EQUIPMENT, FIXTURES & ~ REMOVE STAIR IN irs ENTIRETY - -. 10 CONTFUCTOR TO PATCH ALL AREAS DAMAGED OR PROPERTY TO REMAIN DURING ALL PHASES OF REMOVED DURING CONSTRUCTION CONSTRUCTION ~ REMOVE DECK,BALCONY/WALKWAY IN ITS ENnRETY 11 PROVIDE TEMPORARY BARR1CADES & OTHER FORMS OF _ , PROTECTION AS REQUIRED TO PROTECT OWNERS' 1 PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY -----2 DUE TO SELECTIVE DEMOLITION ~ ShE[)01 % 1 1 j 1 1 - +-*01,2 1 L--1-- I r---1----- . i 692,2.2 , 1 EZZE= E-J-/-7- - #--1- T.O. LANDING ! 11.k | 00 @4 1 | | ,-21 k T.O. LANDING 1Â¥ROX 120Â· -r-7- i 11 /---r 1 1 STAIR (2 7 APPROX 110 1 -~- r-JIX-X727Elt==21-ka*t]EEEHEEB 1 1 tzz=r I : I j IMAXAAA ~ STAIR 02 1 It----+T T.O. DECK . XXXXX> 1 169377-*9< F. WORK POINT 1 1 L---4-2 I ----- .,~~~~~~<~ ~ IIi__ 1 F r-------- v UNIT 102 1 1 r 2- 1 - \ 1 lili . \ /1 /\ /\ /1 T.OJANDING I I .lk , STAIN?,1 i 1 1 -lili / -ARDROX. 115Â· ll I Vvvy , WOMAIN1 i * ctrl 1 1 1 1 %20 34 34 34 X 1 = lili Molt 01 NE + . '*.l~.J UNIT # 20Â§ i - 1} - 1.-i-1-1~JÂ·_.. 1 DUL. 0 Â£,Ul Â»'INIIA / LSTA'Act T r-rrT r , 1/ 1 NW#,132;IldÂ¢ V 1 .d:Â·~--~xi ./Vt X WORK POINT I + i [Ll 1 I +142 . \ f \ 1 UNK # 101 1 ' MD.E 01 k 1.1. 1.Li.,1.-- -_ 13A11 ON ~ ~___~_i 1 11 011}flil 3.995;K i -. -t__ FF), ME@O1NJID APPROâ‚¬107"~ 1 --+-4--- 1'--~===0-u==u=~~~~z~_~ - L~1,-84&1--- /~ '~ JARK PMIT %12013 - A 1----1 -- I La=11 T.O. F.Fl 1 1~ 1122 UNIT # 109 UNIT # 104 ~ ~ ~ Â©= 1 1 1 .1, I@ IS- *00* 6063038 1 LL==~-l NECI C :12.. 'lk==11 1-1 //-01 F Â»= 1 5 1-4 t 1 1 60Â¥Â¢ 1 ; 1 WOOME La=ll --' - -Â«mi j 4-1 j W(19~34 11 1Â®11[/1141 1*oTC - 1 1 J*OLD ) 8 1 ./ = 1 11 TO. F.F. 111Â¥0 13\31 111AF I | 108'.51/8~ Â·13\11 HtÂ¥0 Se' % 44 :: . 01 Hal: . P .014 ~ -4Â¢-= 46 STAIR $5 . \,4- E /-1 k A-) V :k: , fr I - BO STAIRS j ,| 1 1 WÂ¥Rple'f- / *00~5)NLAI, c=YLE PRELIMINARY m 104'-93/4. I url Ill < - PLIZzl T.OF.F 4 KP T Ally# 204 - : E----4 TAI 1 1.----1 ' 46,1-6461 ' 121--01/4 7 4 11 4---7 # DATE ISSUED FOR 14*j 11 ----Â»lk==U-=4 .*-- 1 -1 -I...........1 07.29.15 LAND USE APPLIC 4 11/91% lil' 1 ' FIFI----- J 13'\310N CN I T.O. CONC , b X X gbpl K 105-31/7 74 N*&* 31116 J.,10 .#t'. ./ .lilli ., I----U L,41 1' 1 TO STAIRS WORK POINT 1 1 L--- -4-_ ST O L--_--__--___--- - -----/ 11 R IN 1 120'-11 1/4 Â· i il r--r--t-- / p 4 11 t=-It-1-= 1 | . v 1 1 1 ,--/t./9= 1 11 1 1 11 Lft 1 -*i i ~ t=LETEE E* UP DN 1 - I h----F---1 122,)'-11 1/4~ f ! ~ tzzIzzi-.f I r---r---- -1 JBQ-STAIRS ~ I t::Iz z 3 issue Dale L- J construao. --T-T-1 110'-1 3/8 1,7 FIt 1 --T-1-- T O DECK 0 120'-4 3/4- ---- | STAIR O | . 1 EOL Drawing THI ~ It 43*- 1 /--------- 1 1 N , 2*13=4 , 23,0, a ~ Ir- ' (&D LEVEL TWO li r-r---1 DEMOLITION PLAN 11 -- -----. 1 1 19-MDING -1-4-WITE , 1 ' 14____- 1 Sheet# APPROX. 111' u .L---_--/ 2:9-DEcd k.-------- 125'-91/4/. PLAN TRUE STAIR C3 D2.2 NORTH NORTH -, BUILDINGS C &D ( 1 j LEVEL TWO DEMO PLAN 82 < 02.2 j SCALE: 3/16- =1'-0' INV'/*0***~*Â·*Â»X*mnfl./.62322Â·*~*~ gj{*7%.fl*Â», 27...-*I-*/ u '1LS 1-1IR H.LAOS 008 L~803143,SV I Nlld - SWAINIWOONO) 3AN3AÂ¥ Hilli PSt)92>UÂ»v ..v . ~ Â£ . 1 ~T ILM*A~;;2â€¢ ..4 ... 2? PÂ·tflar**,f4*9**>"â‚¬K PLAN NOTES: PLAN NOTES (CONT.): KEYED NOTES LIGHTING NOTES: KEYPLAN NTS 12 PROVIDE TEMPORARY BARR]CADES & OTHER FORMS OF 1 SCOPE IS STRICTLY LIMITED TO EXTERIOR REMODEL AND PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· PERSONAL 4\ CONCRETE PATIO OR WALK. NON-SLIP TEXTURE. SLOPE TO DRAIN THERE IS NO ADDITIONAL LANDSCAPE OR EXTERIOR LIGHTING THIS IE.../ 1 IMPROVEMENTS INTERIOR WALLS SHOWN FOR REFERENCE *PEII, [0 Il" I ~ PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE V CIVIL DRAWINGS FOR ALL INLETS, DRAINS, & TRENCH DRAINS, TYP PROJECT ONLY. DEMOLITION. i (97â€¢) m.|131 2 LIMIT EXTENT OF SITE FLATWORK AND WALL SCOPE TO ONLY ~ STEEL AND CONCRETE DECK. SEE ENLARGED PLANS EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON , 13 COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO / BLOG 4 h 1 THAT REQUIRED TO COMPLETE PROPOSED WORK OR AS UNDER-SIDE OF DECKS OR WALKWAYS TO BE REMOVED IN THE REMAIN DURING ALL PHASES OF CONSTRUCTION INDICATED ON DEMOLITION PLANS, SEE SITE DEMOLITION PLANS 14 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED ~ PHENOLIC PANEL 18 *18 SKI LOCKER. TYP OF 16 DEMOLITION AREAS. SHIELDED FIXTURE OF SIMILAR DESIGN AND G.C TO CONTACT ARCHITECT AND CIVIL ENGINEER IF UNCERTAIN FUNCTION TO RE-INSTALLED ON NEW DECKS OR WALKWAYS IN DURING CONSTRUCTION. OF AREAS TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF THE SAME LOCATIONS V I.F. ALL LOCATIONS GROUP 15 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED ~ STEEL & CONCRETE DECKAWALKWAY SYSTEM ASSOCIATED WORK, w/ARCHITECT &GC PRIOR TO INSTALLATION archite s 3 STAIR/DECK LAYOUTS SHOWN FOR REFERENCE AND CONTEXT 16 PATCH ALL DISTURBED ASPHALT EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY 1 ONLY REFER TO ENLARGED STAIRJDECK PLANS AS CALLED OUT 17. ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST ~ 42Â» H GUARDRAIL, TYP. REMOVED FOR PURPOSES OF APPLICATION OF NEW SIDNG IF L BÂ«. 1 FOR DETAILED INFORMATION, DIMENSIONS, ETC NECESSARY. AND RE-INSTALLED IN THE SAME LOCATION V.I.F. OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT. 4 ALL CALLOUTS REFER TO NEW ITEMS U.N.0, ALL LOCATIONS 18 FOR STAIRDECK AND LANDING ELEVATION REFERENCE STAIR ~ 36 H HANDRAIL. TYP 5. DO NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE SECTIONS IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE. NEW WITHOUT ARCHITECT APPROVAL 19 SEE SECTIONS & DETAILS FOR AREAS WHERE STEEL STRUCTURE A 8Â·a" CONCRETE CURB. CENTER ON COLUMNS, PRODUCTS SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, 6 RADON MITIGATION SYSTEM PREVIOUSLY INSTALLED G.C. TO IS EXPOSED STEEL STRUCTURE IN THESE AREAS SHALL HAVE \2 No REGLET. 1 CHAMFER EACH SIDE ~ VERIFY SYSTEM, OPERATION. AND CONFORMANCE TO SECTION 505 6 AND CORRESPONDING TABLES CLEAN & SMOOTH WELDED CONNECTIONS. SEE SPECIFICATIONS A REPLACE CONCRETE WALK AFTER APPLICABLE CODES 20. ALL MEMBRANE ROOFS SHALL SLOPE TO DRAINS AT 1/4Â· PER 1'-0Â· Q/ DRAIN LINES INSTALLED. TYP 7 ALL LUMBER IN CONTACT WITH CONCRETE OR GTUDE TO BE MAN ~ 2',5'// /~ f /BLOG Â£ 1 PRESSURE TREATED OR APPROVED EQUIVALENT. 21 LANDSCAPING IRRIGATION SYSTEM SHALL BE REPAIRED & NEW NOTE ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH 8. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS ELEMENTS INSTALLED WHERE EXISTING WAS REMOVED EXISTING CONCRETE, V.IF VERIFY ALL COLORS OF ALL PRODUCTS. DISCREPANCY. CONTACT ARCHITECT AT (9703 925-1832 22 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS. & FINISHES AND PAINTS WITH ARCHITECT - 1.J 9 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS. PATIOS ARE FINISH SURFACES CONTRACTOR SHALL PROTECT REINFORCEMENT & SIZFS ALL FINISHED CONCRETE DURING CONSTRUCTION. IF ANY OF 10 ALL CONCRETE SLABS TO SLOPE AWAY FROM STRUCTURE AÂ· THESE AREAS GET DAMAGED, CONTRACTOR WILL REPLACE AT PER 1'-0 HIS COST 11 ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD BE - , j TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB i ELEMENTS NOT SLATED FOR DEMOLITION. VERIFY LOCATION OF - - J 9,050 UNDERGROUND UTILITY LINES / LOCAL SERVICE DEPARTMENTS 1 I ON & 1 ' -- P 4 - - * 8------1111 ---- I I P ' | U 1 M 1 .9 Â«â€ž_111 --_ I /1. 099:x x ~r-ut-1~ElEn~ STAIRC2 1 L STAIR C2 C I WORK POINT i 1 1=IFE~!F~IE~r------ talt=Z, 1 1 UNIT 102 STAIR Cl ' 1 0021 1 1 W003 911/11 I__.34 ---L~ 3<'1 b<' 1/h/ 1%03 L/L/11 1 K e--r-1, I --- , /00 M 01 NldO LSTAIR Cl ~ p.'p -Â·+Q UNIT # 209 ' â€ž li kIZE~ ,--=-w v x~,~. v v v v WORK POINT I 1 Â«/\ NIW(.36 1*l- |' UNIT # 101 1 .3.rj iml LL-2 -- 1 ..L--L El 1/ /1/:73.TON/1/1 1 U-/- A101@ 0 1 Nle Lt P r.1 : ---~--~ -| 4 f-STAIR 01 WORK POINT :~ T.O.FF.1 1 1 1695 N)0111 1~'-411/4Â»-7 1.77/ 445Â» Q.2 ..' 2 / /EXEBdi,f .7/ -: 7 7 0 UNIT # 109 UNIT # 104 ~ . 1 A 1 VVY Cu woom WookjM ~ .VI-@ t 4 . f .5 NE13 - # 1,160.19 1 IL-Ir-] 1 ug v <--rip 1-9 111= 1-1 41*11'L//1 NOJ3032 A 63 HMI rioo= 1 11 1 ,1601 , 1190011 1 e T.OF.F 113Arl I $Â¥0 I 'GA11 Ill'~21 ~ IRS , p 1 108-5 1 * . 2~tfU---- ' /8 & 6 01 01 | Seal. | -4- -Ar .i 1 4 ..DNO 7 STAIR SI =41 0 - B.0 STAIRS I p W/+.Ml - <- PRELIMINARY 104Â·-9 3/4 UP < Â· 1 - *00*1% UNIT# 204 - TAI 1 1.0. F F. .P . 1 ... iÂ». 121'00 1,1 7 1 4 1 I 1 # DATE INED FOR | 9 9491 1 I 1191 -F==~=â‚¬Ilb~~__~ EE- < " , 07.19.15 LAND USE APPUC. 1 1 1 1 T.O. CONC , 4 AXX ,/ NW&36 1116 Fga 'Ir . .1 105'-3 1/2- 2 L I - Ji- - -M Izb=al |11 p p p MAllOy ~ u - ..~.. 1 WORK POINT --J ST (3 I . H ---1"/ i \ T.O. STAIRS | 1- 0 .- 1______11-~ R IN 120'-11 1/4 1 . / 1 PEN 1Â·_bid , \ r Â· 2 I ' '~ 1 1 ----------- ---- _1 4 1 1---------------------1 1------- me Date E- Construction 11 4 - STAIR (4 Dfawing "tle It 1 1 K .1 1 1, lili Lt 1 - --'11'ir-1--111 I 11 1 1.-I-- FLOOR PLAN C & D LEVEL TWO 41, m 1 0 1.---1 11- 1 %Â®B Â» F , ~ --- | Sheel # HI H 1 PLAN TRUE NORTH Â» 1 -1 &A2.2 - BUILDINGS C&D /1-1. < 1 j LEVEL TWO FLOOR PLAN aa (A22 7 SCALE: 3/160 =1'-0 i 11 coâ€žrâ€¢0Â· 20, .*.. ....Cm j.1 ~ 9'F;%**>:RM@09%5Bf..f?* 100*~ . ~...Zeeâ‚¬:2...43***801/9%2:79.4.*FFIMMB' g~;~%~~ * ~~9771~MAAIP'ME}42*@~13@.El?>Â§@~FI I.831@*ilim LK9L800'NadSV 0 -lS -11IK HlnOS 008 I 3$Â¥Hd - SWAINIWOONO) 3nN3AV HljH DEMOLITION GENERAL NOTES. DEMOLITION GENERAL NOTES (CONT.) DEMOLITION PLAN LEGEND: DEMOLITION PLAN KEYED NOTES (CONT.) LIGHTING NOTES: KEYPLAN NTS 1. IN â„¢E EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW THERE IS NO ADDrrIONAL LANDSCAPE OR EXTERUOR LIGHTING THIS PROJECT. ZEZZE ITEM TO BE DEMOLISHED ~ NOT USED 411 Â£ 11~16 It I DISCREPANCY. CONTACT ARCHITECT AT 970-925- 1832 WINDOWS, DOORS & ARCHITECTURAL ELEMENTS ASPEIt CD Ilill 2 CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING 13 CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY - TTEM TO REMAIN EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON UNDER-SIDE OF /* FACADE AND WINDOW,DOOR DEMOLITION - SEE ELEVADONS DECKS OR WALKWAYS TO BE REMOVED IN THE DEMOLITION AREAS. SHIELDED flo) 9214!31 CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION SUPPORT & BRACING FOR THE EXISTING BUILDING & 7777~77Dt REMOVE DECK, ROOFING MATERIAL. \/ FOR EXTENT OF MATER]ALS AND DEMOLITION FIXTURE OF SIMILAR DESIGN AND FUNCTION TO RE-INSTALLED ON NEW L ECOG 4 0 A 3 ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD STRUCTURE DURING DEMOLITION & CONSTRUCTION E*%:3%1 STONE FLOORiNG, OR CONCRETE DECKS OR WALKWAYS IN THE SAME LOCATIONS V.1 F ALL LOCATIONS 2 BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO 14 COORDINATE DEMO OF MECHANICAL. PLUMBING. Z.2 SLAB EXCEPIING TREES (U N O ). REMOVE LANDSCAPING AND <~ OTHER SITE ELEMENTS FOR NEW PLANTERS, BIKE AREAS & M DISTURB ANY ELEMENTS NOT SLATED FOR DEMOUTION. ELECTRICAL. & STRUCTURAL ELEMENTS w/ NEW EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY REMOVED FOR (311OIJP ~ REMOVE CONCRETE SITE WALL OTHER NEW SITE ELEMENTS PURPOSES OF APPLICATION OF NEW SIDNNG IF NECESSARY. AND 1> VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH DRAWINGS BEFORE REMOVAL LOCAL SERVICE DEPARTMENTS. 15. CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE RE-INSTALLED IN THE SAME LOCATION VIF ALL LOCATIONS . 2I1' 11 ec s 4 RETAIN & PROTECT ALL MEMBRANE ROOF AREAS UN.0 FOR NEW MATERIALS ~~~ REMOVE EXISTING LANDSCAPING IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE, NEW PRODUCTS ILIG B 5 RETAIN & PROTECT ALL DOORS & WINDOWS UNO 16 EXISTING FINISHES TO REMAIN WHERE APPLICABLE, SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, SECTION 505 6 AND l 6 RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIORATION DEMOLITION PLAN KEYED NOTES: CORRESPONDING TABLES i NOT NOTED IN DEMO DRAWINGS ARE PRESENT 7. ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE 17 REMOVE AND PROTECT FIRE-EXTINGU1SHERS AND ~ REMOVE CONCRETE AS NEC FOR NEW CONST . COORD w/ PLANS COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF CABINETS. RE-INSTALL AS CLOSE AS POSSIBLE TO ADJACENT WALL, FLOOR & ROOF AREAS TO REMA~IN EXISTING LOCATIONS 4% REVIVE EXISTING STRUCTURE, COORD w/ \ fl>...: / 1 \ f / / f h 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE 18 REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND V PLANS/ELEVATIONS BUILDING ELEMENTS ARE IN PROCESS oF DEMOLITION UTILITIES AS NEC IN AREAS OF DEMOLITION INCLUDES L,1/ 1'*5' / 9 EXISTING FINISHES, SITE FEATURES, SIGNAGE, & BUT IS NOT LIMITED TO: GAS LINES. PHONE. TV, FIRE ~ WALLS TO BE DEMOLISHED. COORD / PLANS LANDSCAPING & OTHER EXTER!OR ELEMENTS TO REMAIN ALARM. INTERNET POWER. AND DRINAGE ELEMENTS 1 -. I UNO 19 COVER & PROTECT ALL EQUIPMENT. FIXTURES & ~ REMOVE STAIR IN IrS ENTIRE1Y 10 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR PROPERTY TO REMAIN DURING ALL PHASES OF REMOVED DURING CONSTRUCTION CONSTRUCTION ~ REMOVE DECK/BALCONYM'ALKWAY IN ITS ENTIRETY 11. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· 1 PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY - --- -1 DUE TO SELECTIVE DEMOLITION E- 1 ~ bE,YE_ 1 11 , TO LANDING , ' " .----7-~ -- AFFEX- i-i5Â· T.01.pECK T.O. DECK 1 lit- Gy~ liÂ¥1T71F-\ I I EN-7-4-- . 1 * +4 - 1 E-1--1'-~- r V -- 1 '* 9[Wd/ , Eliti .95221_-1 1 11 UP 1FPROX 120" rj f ___7 ~ ~ lili ! STAIR (2 I 121-T-r--1 $ E--Â·41.-Â·Â·~*Â·-24' , i -t-r-T--1 r-- U FF 0-71.7 LSTAIR (2 , 1 ! ' ittt+ WORK POINT | 1 . 1 01 ~{170 11 : [ 3/0/124 ~ 1 Tz-~-11-1 11 30<IP+-- - 115'-5 3/8Â· 7 - k I i |fit-+3 A UNIT # 209 1 1%12 p UNIT # 202 LSTAIR Cl r-T--1-rT--- ; *A* 1- lilli 1 1 ~00*130 -1 Illilli '-m.9%Â·,11 T.0 LANDING ' 1.-4- , 1 MO~ 01 NE T O LANDING 1 .1. TOFF 6 ~~YnAa _ Â·Â·*prs.6.fiy-13~ttrl- WORKPOINT 1 1 - ~071]NIT # 201 E 11- 11 *--4--1--1-- T O. DECK -I Â£03116 ~ '*00 2 . 1172112* 11 r=f--r-n-- ~,Â«*__- \--int.tiz F~-F~ U_=n==;n~=::~4_--4-21-STA!@ DU WO@02 * i'l ~ -JERKFAT- T.O. FF .k 140 - %00~ 9,1/F 117-5 1/16 7 <<ORIERÂ·lOF ~ il WALL ABOVE) 5--~ , 11, N}0*1 FIEFEEI= r *Cl 01 U Noolojo Woo~110 WOGÂ©E u lot] 1*CO - 1360 E 44= - 1 HiÂ¥0 < IM HUIK wooalM 1, 11'11 NOOMÂ® 0, r 111'*1 WOR; A- 4 -4 4 d/y 1 113Â·OJEI = 0/# 1 1-2fE/9" FiI- U 1ml{)10( -b r. 111Â¥~ 1* 58 % .*00 1[\ r DN. Hilvg : .1 --STAIR D2 I PRELIMINARY WORK -'O*F- - AACIE 01 N360 - WOOMM ~01./PI 09 0\-] cot Â«a ~v TO F.F~ | ~ 126Â·-5= (ASSUMED) -~rAIR Câ€¢ ~ 1%010 NED .1116 UNIT# 204- TO FF \ ! ' ~ 117'-6 3/4" 1I 1\ WORKPOINT ~~ L T.0_DEUX_NEN) I # DATE MED FOR I / WONÂ®Il ' 07.29.15 LAND USE APPUC. Â· ~ 7-7 ~Ki aj ~ I WDÂ·93630 TOFF ~LAJ 1 117'-6 3#4 WOOME 1* * UNIT# 203 IL/=-E fr-1 STAIR 03 =;1 f 4------480%@4(u~~m-1 1 [2,-r-f-- T.0 F.F I |Ii *003 9Nli'ill w.~rtti 1Â»421 % WORK POINT | Mi&113-=--71 -16 11110A1/ UNIT # 206 - TO. F.F E--2-~ I I L.L.-1-212-I PRE W I F , 117'-51/4% 7 r--1 k. T C STAIRS I til | I r-rT-1-3 Conslruction krl-Ti--1 721'Tinv UNIT # 2077 lf-~ 111--[------+106-e~- 3-:.5 ~---Liflu-- 9:9' 1 1 ~ 52Â¢11.3 Drawing ./ Issue Dal I | 17ST,AiR (34 . i ~~ 1. IL----44.--+-1-4-4 ~ DEMOLITION PLAN -1--t-- 1 Pr i i Emitd C& D LEVEL THREE ----1 1 2Â¥liz ~ , 1/ C>!Al)01 INC I i 1 F71 NATE,1,1,44* 4*44=34~ 4__ ffll -+--&-4-- 1 THISISTHELEVEL 1 @10.1 1 " AN I 1 -IWOLANDINGBELOW--W-----------1 1|| E---9' * 4 14/352 .79..PECK .1 I / 1,1 0 L I 4---3 I 1,:1:220 * 125-91/4- 1 1 ~ Sheet. , 41 L------------ 1 1 / 1 / PLAN TRUE 3.9-Plat_/ 116'-10 3/8- NORTH NORTH STAIR C3 'D2.3 - BUILDINGS C&D T O. DECK / < 1 j LEVEL THREE DEMO PLAN are 116'-11 (ASSUMED) ( 02.3 ) SCALE. 3/16- =1'-0- F % q,yfloht 2016 ..)/.*/ â‚¬{Â§/2.:*p/#m.b.*"/.MÂ¥ a*'?flimite**/33<7, *. --.32?fy?,988* %2â€ž# ./.""//Bm%*F**%*k#~ill'WÂ®/Ill'-I/*@44/de'Â«Ilnpr>'*Â·~ell L L91.8 OO N3dSV 19 11IW HlnOS 008 3Â§VHd - SWAINIWOONO) ilnN3AV Hldli ~ PLAN NOTES: PLAN NOTES (CONT.): KEYED NOTES: LIGHTING NOTES: KEYPLAN NTS 11 12 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF 411/1-k I ' 1. SCOPE IS STRICTLY LIMITED TO EXTERIOR REMODEL AND ~2 IMPROVEMENTS INTERIOR WALLS SHOWN FOR REFERENCE PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL /h CONCRETE PATIO OR WALK. NON.SLIP TEXTURE. SLOPE TO DRAIN THERE IS NO ADDIONAL LANDSCAPE OR EXTERIOR LIGHTING THIS ~ PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE V CIVIL. DRAWINGS FOR ALL INLETS. DRAINS, & TRENCH DRAINS, TYP PROJECT. .Ell (0 11,11 ONLY. DEMOLIT]ON (910} 9],1.31 2 LIMIT EXTENT OF SITE FLATWORK AND WALL SCOPE TO ONLY ~ STEEL AND CONCRETE DECK, SEE ENLARGED PLANS EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON 13 COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO L +4 5 I THAT REQUIRED TO COMPLETE PROPOSED WORK OR AS UNDER-SIDE OF DECKS OR WALKWAYS TO BE REMOVED IN THE REMAIN DURING ALL PHASES OF CONSTRUCTION INDICATED ON DEMOLITION PLANS, SEE SITE DEMOLITION PLANS. 14 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED ~ PHENOLIC PANEL 18"*18Â·Â· SKI LOCKER, TYP. OF 16 , DEMOLITION AREAS SHIELDED FIXTURE OF SIMILAR DESIGN AND I G C. TO CONTACT ARCHITECT AND CIVIL ENGINEER IF UNCERTAIN FUNCTION TO RE-INSTALLED ON NIEW DECKS OR WALKWAYS IN DURING CONSTRUCTION GROUP ~ OF AREAS TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF THE SAME LOCATIONS V.I.F. ALL LOCATIONS 15 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED ~ STEEL & CONCRETE DECK/WALKWAY SYSTEM ASSOCIATED WORK w/ARCHITECT & G.C. PRIOR TO INSTALLATION archite .1 3. STAIR/DECK LAYOUTS SHOWN FOR REFERENCE AND CONTEXT EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY 16 PATCH ALL DISTURBED ASPHALT ONLY REFER TO ENLARGED STAIR/DECK PLANS AS CALLED OUT 17 ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST ~> 42 H GUARDRAIL. TYP REMOVED FOR PURPOSES OF APPLICATION OF NEW SIDING IF l *. 1 p FOR DETAILED INFORMATION.DIMENSIONS, ETC. NECESSARY AND RE-INSTALLED IN THE SAME LOCATION V LF r-4 OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT. 6 4. ALL. CALLOUTS REFER TO NEW ITEMS U.N O. ALL LOCAJ IONS. I 18 FOR STAIR/DECK AND LANDING ELEVATION REFERENCE STAIR ~ 36Â» H HANDRAIL, TYP 4 5 DO NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE ....1 SECTIONS WITHOUT ARCHITECT APPROVAL. IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE, NEW 19 SEE SECTIONS & DETAILS FOR AREAS WHERE STEEL STRUCTURE ~ 8" x 8 CONCRETE CURB, CENTER ON COLUMNS 6 RADON MITIGATION SYSTEM PREVIOUSLY INSTALLED G.C. TO PRODUCTS SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, IS EXPOSED STEEL STRUCTURE IN THESE AREAS SHALL HAVE NO REGLET, 1 CHAMFER EACH SIDE VERIFY SYSTEM, OPERATION, AND CONFORMANCE TO SECTION 505.6 AND CORRESPONDING TABLES. APPLICABLE CODES CLEAN & SMOOTH WELDED CONNECTIONS, SEE SPECIFICATIONS A REPLACE CONCRETE WALK AFTER , '*%2' , \ 20 ALL MEMBRANE ROOFS SHALL SLOPE TO DRAINS AT 1/4' PER 1Â·-0 *' DRAIN LINES INSTALLED TIP 7. ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE TO BE PRESSURE TREATED OR APPROVED EQUIVALENT MIN 21 LANDSCAPING IRRIGATION SYSTEM SHALL BE REPAIRED & NEW NOTE ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH '// ' 8. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS - x :'/ Â·Â·- 4.-*4 2/<t ELEMENTS INSTALLED WHERE EXISTING WAS REMOVED EXISTING CONCRETE V LF VERIFY ALL COLORS OF ALL PRODUCTS, L.4- i C DISCREPANCY. CONTACT ARCHITECT AT (970 ) 925- 1832 22 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS. FLOORS. & FINISHES AND PAINTS WITH ARCHITECT 9 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS. PATIOS ARE FINISH SURFACES CONTRACTOR SHALL PROTECT REINFORCEMENT & SIZES. ALL FINISHED CONCRETE DURING CONSTRUCTION. IF ANY OF 1 10 ALL CONCRETE SLABS TO SLOPE AWAY FROM STRUCTURE % THESE AREAS GET DAMAGED, CONTRACTOR WILL- REPLACE AT PER 1'-0- HIS COST. 11 ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD BE i TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ~ .- - =IP kled *1 B:2 *7 - k 9%>* ELEMENTS NOT SLATED FOR DEMOLITION VERIFY LOCATION OF - - 00 ~ '-1 UNDERGROUND UTILITY LINES w/ LOCAL SERVICE DEPARTMENTS. A i 9 *iIi 1 0 -1 1,1 1 1-1 lk--1 ----1 h--1 g I 1 -- .'-I --J j A ' I y 0 - 11 5 Â£ . 1*1 l & -T= STAIRC2 - 0 ' lili i ~ |~~3*M~~STAIR (2 =,1 - --1!111 115'-53/8" 7 - .---11 1 TO. F.F. hk A r ' WORK POINT ~ t | I I.- ./ STAIR Cl 14 1 0â€¢0214 1 1,9=97 UNIT# 209 L-7-1 =12 - kats N0039Ulll I22=21] 1 .47-U- ILIELI 1 UNIT # 202 2- . /0132 01 NE Bu-kil - -,_--------14 IiÂ» F-U LSTAIR Cl TO FF I m . .IRD' 1 125-10 iNIT # 20I * 1 1 H.-I-- 1-7 k 11 1 I 11 1 2- kna 11 1 - 1 1 = - --.. WOO~. ~ 2/ 11 1 fÂ® 2< 1 I WR- 49 1\-STAIR 01 == ** y A | WORKPOIN: 11~~ -~1~ T.O. F.F (CORNER OF 11T-51/1 6. 4 ~En===d I WALL ABOV~ 13Â£15 N;015 I 4 0/M 1 11 L.-1 *0&5% WOCallo WOOZON t> HNO WO=IM H. 1 '13': ~LV~ <i-~ ~ 40 *0036% Ch 10Â¥0 E &19 b -4 -' 1 2015 = -Ell| ~ 170Â·0 0/,9 2607 ~ MA \ NE]Cl 1 :+013 I A NEN +F>Â« | Sal Ktvo Â·I.VG t ~ DN' '*010 11 \ 1 STAIR [)2 ,-I i. WORK 'O+P- M01% 0'1 9 HWÂ¢ * W6030@ PRELIMINARY 1%0.0 .~' 1 il | 11;St T.O. FF \ Ni}Dll] UNIT # 204 - TOF (iN,1 117'-6 3/4 126-5- (ASSUMED) -AIR CA ~WORKPOINT # DATE It;UED FOR i U .'x/ Â«1\ - r 43--j 4 1 J 1 - 14 A 6 \ -01- 2 I *503 ?ING MliÂ»--LI-U k~ 4 07.29. I 5 LAND USE APPLIC - Lit T.OF.F. EMT# 203 wag;a ~ *V' 1 17 ) T 117'-6 3/4 ' WOOLEE 0/LAJ !1 gSTAIRm 4 3L --- - -- LI - -1 11 ~ i 90 ~ WORK POINT ~ I â€¢006101*- ----Im- TO.F F / 1 STAIR C3 126'-5" / 7 ~WORK POINT , W001 91{All 1 1 --<111-3 - U -1 164 1 : lili L * UNT #20@ T.O. F F E~IMI I 3 117'-5 1/4<P CC~GtrUCI,on f UNIT # 206 2 71-=3=r \ 1 /410* 1 ; 1 -1 1 12 3------- ' I.u.Date STAIR C4 / 111 : - 0 . 1 1 -4'22iLL-2/~~ ~ Ell'FL \,6/ FLOOR PUN [&D LEVEL THREE 7 4 1'0 1 \23/ Sheet# ~ III .Â· -4 jr==617 I Un m PLAN TRUE , ' NORTH NORTH STAIR 03 ' 1 WW - BUILDINGS (&O , - 1 4 EN- T.O. DECK / -. ( 1 j LEVEL THREE FLOOR PLAN aa , Al.3 1 116'-11 (ASSUMED) 4 A2.3// SCALE 3/16 =1'-0 , %42, :hhaJ ./.Ill." etkyÂ»*' '~1"-*.m.~~IES$,052*â€ž89Â¤e*=*?:Rft*~~f=z3*%%MeNÂ«Â»8*?* f.?/*m.Â§09:* 9 Ill-#.lk./. L[9L800'N3dSV o IS 11Wy HlnOS 008 d - SWAINIWOONO) 3fIN3AV Hill <33. 40**MI/.3 = {: '~*: 42.,//=FNFO-mÂ«%32 E-1 ill l DEMOLITION GENERAL NOTES: DEMOLITION GENERAL NOTES (CONT.): DEMOLITION PLAN LEGEND: DEMOLITION PLAN KEYED NOTES (CONT.): LIGHTING NOTES: KEYPLAN NTS THERE IS NO ADDITIONAL LANDSCAPE OR EXTERIOR LIGHTING THIS PROJECT. , 1. I THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW ZE ZZE ITEM To BE DEMOLISHED ~ NOT USED 411 E. Man k DISCREPANCY, CONTACT ARCHITECT AT 970-9251832 WINDOWS, DOORS & ARCHITECTURAL ELEMENTS 2. CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING 13 CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY - ITEM TO REMAIN EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON UNDER-SIDE OF A.Ell CO,1611 ~ FACADE AND WINDOW/DOOR DEMOLITION -SEE ELEVATIONS DECKS OR WALKWAYS TO BE REMOVED IN THE DEMOLITION AREAS. SHIELDED r MmÂ·1832 CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION SUPPORT & BRACING FOR THE EXISTING BUILDING & REMOVE DECK. ROOFING MATERIAL. \~ FOR EXTENT OF MATERIALS AND DEMOLITION FIXTURE OF SIMILAR DESIGN AND FUNCTION TO RE-INSTALLED ON NEW L +4 5 3 ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD STRUCTURE DURING DEMOLITION & CONSTRUCTION STONE FLOORING, OR CONCRETE DECKS OR WALKWAYS IN THE SAME LOCATIONS VIF ALL LOCATIONS BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO 14 COORDINATE DEMO OF MECHANICAL, PLUMBING. SLAB EXCEPTING TREES (U.N O), REMOVE LANDSCAPING AND <~ OTHER SITE ELEMENTS FOR NEW PLANTERS, BIKE AREAS & DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION ELECTRICAL, & STRUCTURAL ELEMENTS w/ NEW EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY REMOVED FOR ~ REMOVE CONCRETE SITE WALL OTHER NEW SITE ELEMENTS PURPOSES OF APPLICATION OF NEW SIDING IF NECESSARY AND GROIJP VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH DRAWINGS BEFORE REMOVAL RE-INSTALLED IN THE SAME LOCATION VIF ALL LOCATIONS archite s, LOCAL SERVICE DEPARTMENTS 15 CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE r.-7-1 4 RETAIN & PROTECT ALL MEMBFU~NE ROOF AREAS U.N 0 FOR NEW MATERIALS ~ 4 4 ~ REMOVE EXISTING LANDSCAPING IF FIXTURES ARE REPLACED DUE TO MAL.FUNCTION OR DAMAGE. NEW PRODUCTS L 8.0 8 1 5 RETAIN & PROTECT ALL DOORS & WINDOWS UNO 16 EXISTING FINISHES TO REMAIN WHERE APPLICABLE, SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, SECTION 505 6 AND f-4 6 RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIORATION DEMOLITION PLAN KEYED NOTES: CORRESPONDING TABLES. NOT NOTED IN DEMO DRAWINGS ARE PRESENT. 7. ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE 17 REMOVE AND PROTECT FIRE-EXTINGUISHERS AND ~ REMOVE CONCRETE AS NEC FOR NEW CONST, COORD / PLANS COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF CABINETS. RE-INSTALL AS CLOSE AS POSSIBLE TO ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN EXISTING LOCATIONS 4\ REMOVE EXISTING STRUCTURE. COOR[) wl 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE 18 REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND ~ PLANS/ELEVATIONS BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION UTILITIES AS NEC. IN AREAS OF DEMOLITION INCLUDES 9 EXISTING FINISHES, SITE FEATURES. SIGNAGE, & BUT IS NOT LIMITED TO GAS LINES. PHONE. TV. FIRE ~ WALLS TOBI DEMOLISHED. COORD #PLANS 6-6 /4 7./ /L:./../. 1 ~~ LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN ALARM, INTERNET, POWER, AND DRAINAGE ELEMENTS U N.0 19 COVER & PROTECTALL EQUIPMENT. FIXTURES & ~ REMOVE STAIR IN IT'S ENTIRETY 10 CONTRACTOR TO PATCH ALL- AREAS DAMAGED OR -7 PROPERTY TO REMAIN DURING ALL PHASES OF ~ REMOVED DURING CONSTRUCTION CONSTRUCTION ~ REMOVE DECK,BALCONY/WALKWAY IN IrS ENTIRETY , 11. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF ~ PROTECTION AS REQUIRED TO PROTECT OWNERS' ~ PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY ~ DUE TO SELECTIVE DEMOLITION r [Â§*63-1--- T.O. DECK ~ - 1 _ T.O. LAIG!!0 1 r,~ APPROX. 125 / 1 1 lf-- 1 i ri-,23-2 i ri--1 , ------------7 -* 1 1 , r,Inj--1-- 1 1.~ 1' HizizE T.O. LANDING ' LA 1 CiE lit==1 1 1 1 0-TAIR-t7 1M~ APPRO)-60" 4-4-T--1- _ T.O LANDING -ANAoxi-50-T-F~lir--1 i Ir-1--T--1- 1 ' ' H-t--r -1- 1 1 USTAIR 02 ~~~~ TOF-F *J WORK PONT i i ' |Fat 125-1178 9 1 1 1 - 1,.1 1 A]F] I ~yvVYWYÂ«Yvt i I r------- - 1.0. LANDING Ap/Rm-Â¥33-- --#4-R2125 V v V 1/ V h<~~<~~<vX l ' 1 /VVÂ«VVV T.O DECK I 1 11 :-H----rl-----i ~--Â·--n---4 + i 11 1 1 1273-318~ T.O LANDING L I A \ -Ammariyri T -7 WORK POINT ~ NÂ«204 1~ UNIT # 202 USTAIR (1 T ~ i li i 1 1-sTort,-1 ri=/ 4-i=' IL- MO!30 01 Nid0 * r IE-Â£-EFEBEE UNIT # 201 ~ 1 1_21-11_ /~vÂ»~/Â«h.Jh/1 11 JEOT' 132)19 VVVVVVV\, T.0 DECK 1~ ...22+1-- 1 W021% - 4 -..1-....=..t--..-- _.__'C~Zz3~ZZZ1~Trz~~Trrzzz~~- '1/....//1,1 11 NED Ki~ ~tORK Pt,4T 21108.RU_- / Â¢11Â¥G ---- TOFF 4 UNIT #304 127Â·-11 1/16~ Vaxxx><xl ~ hÂ®U ~ 1'10~019 Woomlo 1 *70 11 WooN glIN-, C Hm,g \ -4 1), Brlize/TP 1//17731/1./1,/1/.34:JET/,fl W)&16132 V 91 7 0 WOOaG@ 7 1/L 914Â«904Â«49< N - 1 111Â¥G -4 - Seal WOOaddÂ¢ i Â¥6 4 177 1 N#0111 <*1 r- C x MUY >f~ A A *4 9 1 -STAIR D2 0 *7 0 TT-- WORK"O FE- PRELIMINARY K Uk- - E=:Vitti~/ 1 1 ---- 13600 J 11 407? 9 0/. 1 /4 1Â£1 h lict V \1 /WORKPOI,MO-1% 01 NGOS # DATE ISSUED FOR NGOKI STAIRC4 'zoo 01.29.15 LAND USE APPUC. '1 000;Â©30 1 LEVEL THREE I ~ 6 T.O. F.F. WoatsiC LANDING 9 127'-97/8 3.9=-71=9T=- UNIT# 307 1233 UNIT # 20 -STAIR (3 1 </2.-b 1 1 1 -A T O DECK . P 127Â·-21/8 11'11053 5NNI r-STAIR 03 1 25 91/4 I - 1 wo,* po~i 1 ~-~~-DI UNIT# 203 ~/A T.O. FF - 1** WORK POINT 1 r-1--1--1--- Il '/ ~ 1352/-1-/. f 11 1 ,-----4-k----,TL_-U,-1 1 1 V'[05= T.O F F. \ 4 1 ' DN UP I ~ 7 ~31'.E ~ 1 U I 1 4 4- -s- _i_. FEifl I WO03 NA!1 7--i-7-'ZI I 127Â·-41/2- , I. Ue Date: 1 127 10 1/BNE- 1 ~ T.0 DECK tj-17#--- Ih=:1 I ~ 1 24+1-4 Il- 11- 11' Construction, UNIT # 30tn n UNIf # 109 4 - (71 184] I EFili] i T OJANDING I _ | .k<- 1 ~ 1 TIO_f)Â£2L1' 1 ./wing Title -APPROX 120" + T75TAIR CI , , i 157Â· 11/Or r ----------1 i 1 Eliyl ( & D LEVEL FOUR L~ - -- -==-1 --14-4.-----Uzt-12~21 I -93-021-_3 ~ I E-E*321 DEMOLITION PLAN =Â« -!BE=412-121_ L__._________j .4. 3 1 F $ + Sheet# 1 / 1 1 DZ.4 iI 1 PLAN TRUE / NORTH NORTH STAIR C3 I.Q DECK_/ 7.0-9Â£2.-1 -t BUILDINGS C&D 127'-4 1/2 12?'-4 1/2- / 1 j LEVEL FOUR DEMO PLAN ma 1 ~02.47 SCALE 3/16- = 1Â·-or P 4 1 l _. oor,y* 2019 /*Â»392Â§Â§20**~26*:25*1224"""MAF~A-4 u '19 TIIA H.LAOS 008 L X9LW OO 'N3dSV 3SVHd - SWAINIWOONO) 3[IN3AV Hldli TT7177 3%%*29%~~$*P*#63*1~~~~*%~~~~~~*fÂ¢*%~~~ %~~NE#ff*0$ Rt*%Â§]~ PLAN NOTES: PLAN NOTES (CONT.) KEYED NOTES: LIGHTING NOTES: KEYPLAN NTS 12 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF 1. SCOPE IS STRICTLY LIMITED TO EXTERIOR REMODEL AND PROTECTIONAS REQUIRED TO) PROTECT OMIERS PERSONAL /2, CONCRETE PATIO OR WALK.NON-SLIP TEXTURE, SLOPE TO DRAIN THERE IS NO ADDITIONAL LANDSCAPE OR EXTER,OR LIGHTING THIS E 1 411 E. 11â€¢in k IMPROVEMENTS. INTERIOR WALLS SHOWN FOR REFERENCE PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE V CIVIL DRAWINGS FOR ALL INLETS. DRAINS. & TRENCH DRAINS. TYP PROJECT ASPEN, 0,1611 1 ONLY 1 1 DEMOLITION {/0 125Â·113] I 2 LIMIT EXTENT OF SITE FLATWORK AND WALL SCOPE TO ONLY 13 COVER & PROTECT ALL EQUIPMENT. FIXTURES & PROPERTY TO ~ STEEL AND CONCRETE DECK SEE ENLARGED PLANS EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON Â£ 8LOG 4 \-7 M: THAT REQUIRED TO COMPLETE PROPOSED WORK OR AS UNDER-SIDE OF DECKS OR WALKWAYS TO BE REMOVED IN THE REMAIN DURING ALL PHASES OF CONSTRUCTION. ~ INDICATED ON DEMOLITION PLANS, SEE SITE DEMOLITION PLANS 14 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED ~ PHENOLIC PANEL 18Â·/8 SK] LOCKER. TYP OF 16 I DEMOLITION AREAS SHiELDED FIXTURE OF SIMILAR DESIGN AND G.C TO CONTACT ARCHITECT AND CIVIL ENGINEER IF UNCERTAIN FUNCTION TO RE-INSTALLED ON NEW DECKS OR WALKWAYS IN DURING CONSTRUCTION THE SAME LOCATIONS V.I.F. ALL LOCATIONS GR()IJP & OF AREAS TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF ~ ASSOCIATED WORK 1 26&0417:tJE'%=rff,Etrifg~Â°ORDINATED <~ STEEL & CONCRETE DECK/WALKWAY SYSTEM archite s 3 STAIR/DECK LAYOUTS SHOWN FOR REFERENCE AND CONTEXT EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY 16 PATCH ALL DISTURBED ASPHAL T ONLY REFER TO ENLARGED STAIR/DECK PLANS AS CALLED OUT 17 ALL ROOF & WALL. PENETRATIONS TO BE CLUSTERED IN LEAST ~ 42- H GUARDRAIL, TYP REMOVED FOR PURPOSES OF APPLICATION OF NEW SIDING IF L ... 4 1 4T FOR DETAILED INFORMATION. DIMENSIONS. ETC. NECESSARY, AND RE-INSTALLED IN THE SAME LOCATION. V I.F OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT 4 ALL CALLOUTS REFER TO NEW ITEMS UNO ALL LOCATIONS. 18 FOR STAIRVDECK AND LANDING ELEVATION REFERENCE STAIR ~ 36Â· H HANDRAL, TYP 5 DO NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE -J tz*ip.Â»1 SECTIONS 9 WITHOUT ARCHITECT APPROVAL. 19 SEE SECTIONS & DETAILS FOR AREAS WHERE STEEL STRUCTURE ~ 8- x 8' CONCRETE CURB, CENTER ON COLUMNS, IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE, NEFW 6 RADON MITIGATION SYSTEM PREVIOUSLY INSTALLED. G C TO PRODUCTS SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, , I Â»-1 P L.h h IS EXPOSED STEEL STRUCTURE IN THESE AREAS SHALL HAVE ~> No REGLET, 1 CHAMFER EACH SIDE 1 /,1// ->11 ~ VERIFY SYSTEM. OPERATION, AND CONFORMANCE TO SECTION 505.6 AND CORRESPONDING TA8LES ~ APPLICABLE CODES CLEAN & SMOOTH WELDED CONNECTIONS. SEE SPECIFICATIONS ~ REPLACE CONCRETE WALK AFTER /BLDG. 0// / }/ // 1 1 20 ALL MEMBRANE ROOFS SHALL SLOPE TO DRAINS AT 1/4"PER 1 -0 \9 DRAIN LINES INSTALLED, TYP. 7. Ail LUMBER i N CONTACT WITH CONCRETE OR GRADE TO BE MIN ~~ PRESSURE TREATED OR APPROVED EQUIVALENT 21 LANDSCAPING IRRIGATION SYSTEM SHALL BE REPAIRED & NEW NOTE ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH 8. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS ELEMENTS INSTALLED WHERE EXISTING WAS REMOVED EXISTING CONCRETE. V I.F VERIFY ALL COLORS OF ALL PRODUCTS, DISCREPANCY. CONTACT ARCHITECT AT (970) 925-1832 22 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS,FLOORS. & FINISHES AND PAINTS WITH ARCHITECT 9 REFERENCESTRUCTURAL FOR ALL FOOTING LOCATIONS, PATIOS ARE FINISH SURFACES CONTRACTOR SHALL PROTECT ~ REINFORCEMENT & SIZES ALL FINISHED CONCRETE DURING CONSTRUCTION IF ANY OF 10 ALL CONCRETE SLABS TO SLOPE AWAY FROM STRUCTURE KÂ· THESE AREAS GET DAMAGED. CONTRACTOR WILL REPLACE AT PER 1Â·-0- HIS COST, 11. ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD BE , ....--(In ~ TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB 1 ~& ELEMENTS NOT SLATED FOR DEMOLITION VERIFY LOCATION OF i ~ UNDERGROUND UTILITY LINES w' LOCAL SERVICE DEPARTMENTS. , > 1 TO. DECK Ma. f 2 99~,E-------14-------- lk--1~IL p---- 1- a Â· - ' A / ./ *R~~ ':~ wÂ®5:;: 1 -1 -n > 1 Â«1 24 1,1 1 STAIR C2 I _ 1 ~STAIR 02 T.OF.F <6 ~ WORK POINT ' 125'417/8- f 0004>00041 . STAIR (1 I 1 1 1 ALA. 002<12 '-' 1 ------i-----------n .*EfEK UNIT ~F204 1 UNIT # 202 WORK POINT ||i LSTAIR Cl E|~~ / /NA7224<111 - 1 2223 MO'IN 1 Nst 12<p< 31>01 XXXX 697' JN)12 UNIT # 201 1* Â¥'DaMG #01Â® 01 NGL J 1Â«Il aft L 4 Illâ‚¬! 1 9991* 8 - i â€ž r-1 8 4 i 1 STAIR 01 ::7 = \ 41-- 7 *= - -r WORK POINT Got I T.O.FF UNK# 304 Â¢tra:24 = 4 . 'PÂ«<> br V 1 4 / 127'dll/16 =fÂ«F 1 % n 114002~~ *0210 LE] + 11 . V Vvvi 116019 40019Nlb\It \ el,r C -> , n I. 1 9>9**00099** 13 9 1,J 1 0 1 4 AAÂ»A, 1 -1 HLM V- 1==1 tREURÂ«RU 1 4% 1 ..1 6*; 18; . r- -1 -~7 - _=23 4XXXXXX X XXXXXX> | Seal WOOMM 1 HJÂ¥~ H[V* - ~ 1XXXPLKAAXXXXX12 DN' ~11Â¥Â¢ Li--- 21 21 X X X 3.LINB NWM.l.ElllÂ« X X X X X 4179 1 Â»L--STAIR D2 N}[113 31 01 M L L i 11--LE 54>34>41<3>0~434>45<3>4>3>4 7- WORK follr= . *6 =12: >0000<~ 4 4<71 11 PRELIMINARY /0 41= JN)Â·D a \ T-O F-F w, - *siC.::::: 1,:r =2, f- x xxv~\ 13509 127'-97/8Â· 9 /0-11 NE) ~ 1===.l *to 71'VVYÂ«YVVYÂ«v\Â«v XX ' STAIRC4 xyYYJ NECI < 2./Vv Y YYWY /WORKPOIT#0186 01 |43&0 # DATE ISSUED FOR ' i yu)-0 07.29.:5 LAND USE APPLIC. WaRDÂ¥ 1 1 LEVEL THRE~ .50Â£N v v 1/1/9 YvvY VvvY'L i T.O. F.F 004 1 LANDING 7 127'-9 7/E V =12] 1 / Vu l 1 UNIT # 3071 . UNIT # 201 ~ 1 STAIR (3 -' UNIT # 203 0003 91'ib'y - r-STAIR 03 --Er 10 F.F WORK POINT > ~ WORK POINT=~ 1 il I I TO FF \A -2 1-_ 1 1 .rE a. y,0039ININ1 127'-10 1/8NC ,-- - 1/A-/4\1 1 1 -7.- . ~ UNK# -305n HTEKÂ©jff Re Vt>~_2-1- 74=-. .1-1 FLOOR MAN 1 -1 4:7 rel T Construdion UNIf # 306 A al U-- . a 1 1-le 0- N '3 STAIRC4 5-111-- Drawing Tme I C & D LEVEL FOUR ; 'Efr u -1 2 003 2. 1 --4'F--1 r=limil I 1 1 L lilli, 1 1 I. Shee # #1 + *>S * ~A /7.0. DECK / Â»18/ PLAN TRUE - BUILDINGS (&0 1 1 1 AZ .4 0 Â»18/ 127Â·-4 1/2' / 1 \ LEVEL FOUR BBMMWAiMN En El STAIRC3 < 92.4 ~ SCALE 3/16- =1'-0 Mly'hÂ¢201. ..gr[* .#la **83%6*85948*5** LL9L800'N3dSV 0 -19 1-llyV HinOS 008 I 3Â§Â¥Hd - SWAINIWOONO) 3fIN3AV H.WIJ s<./.r.**'34*a*%~~ }ME*Â§%10}FÂ«/-4/#*90*FleplapE'B*"M..,".. DEMOLITION GENERAL NOTESÂ· DEMOLITION GENERAL NOTES (CONT.) DEMOLITION PLAN LEGEND: DEMOLITION PLAN KEYED NOTES (CONT.) LIGHTING NOTES: KEYPLAN NTS 1 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW THERE IS NO ADDrTIONAL LANDSCAPE OR EXTERIOR LIGHTING â„¢IS PROJECT. lilic- St I ZZIZE ITEM TO BE DEMOLISHED ~> NOT USED DISCREPANCY, CONTACT ARCHITECT AT 970-925.1832 WINDOWS DOORS & ARCHITECTURAL ELEMENTS .Ell CD 1.11 1 EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON UNDER-SIDE OF 2 CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING 13 CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY - ITEM TO REMAIN ~ FACADE AND WINDOW/DOOR DEMOLITION -SEE ELEVA-nONS DECKS OR WALKWAYS TO BE REMOVED IN THE DEMOLITION AREAS SHIELDED (,70) 125403} ! CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION SUPPORT & BRACING FOR THE EXISTING BUILDING & REMOVE DECK. ROOFING MATERIAL, FOR EXTENT OF MATERIALS AND DEMOLITION FIXTURE OF SIMILAR DESIGN AND FUNCTION TO RE-INSTALLED ON NEW 8Â£14 4 ~ 3 ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD STRUCTURE DURING DEMOLITION & CONSTRUCTION DECKS OR WALKWAYS IN THE SAME LOCATIONS VIF ALL LOCATIONS ~ STONE FLOORING. OR CONCRETE BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO 14 COORDINATE DEMO OF MECHANICAL. PLUMBING. SLAB EXCEPTING TREES (UN O), REMOVE LANDSCARNO AND ~ OTHER SITE ELEMENTS FOR NEW PLANTERS. 8!KE AREAS & 4 DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION. ELECTRICAL & STRUCTURAL ELEMENTS w/ NEW OTHER NEW SITE ELEMENTS EXISTING WALLÂ·MOUNTED EXTERIOR LIGHTS TO BE TEMPOARILY REMOVED FOR - REMOVE CONCRETE SITE WALL PURPOSES OF APPLICATION OF NEW SIDING W NECESSARY AND GROIJP h VERIFY LOCATION OF UNDERGROUND UTILI-TY LINES WITH DRAWINGS BEFORE REMOVAL f LOCAL SERVICE DEPARTMENTS 15 CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE E.. RE.INSTALLED IN rHE SAME LOCATION VIF ALL LOCATIONS archite 8 4. RETAIN & PROTECT ALL MEMBRANE ROOF AREAS U.N.O FOR NEW MATERIALS 1 * 4 ~ REMOVE EXISTING LUIDSCAPING IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE, NEW PRODUCTS 4% f 5 RETAIN & PROTECT AL_l DOORS & WINDOWS UN 0 16 EXISTING FINISHES TO REMAIN WHERE APPLICABLE. SHALL MEET THE REQUIREMENTS OF THE 2009 IECC. SECTION 505 6 AND 6 RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR SUBSTRATE TO BE REPLACED W SIGNS OF DETERIORATION DEMOLITION PLAN KEYED NOTES: CORRESPONDING TABLES -*-*-j ~ NOT NOTED IN DEMO DRAWINGS ARE PRESENT ~2 7. ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE 17 REMOVE AND PROTECT FIRE-EXTINGUiSHERS AND 4> REMOVE CONCRETE AS NEC FOR NEW CONST. COORD / PLANS 0/64Â»34 .41 1 2 COMPLETED INA MANNER THAT RETAINS INTEGRITY OF CABINETS. RE-INSTALL AS CLOSE AS POSSIBLE TO &, ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN. EXISTING LOCATIONS A REMOVE EXISTING STRUCTURE, COORD / 8 RET/N WEATHER-TIGHTNESS IN ALL AREAS WHERE 18 REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND \M PLANS,ELEVATIONS * BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION UTILITIES AS NEC IN AREAS OF DEMOLITION INCLUDES 0 9 EXISTING FINISHES, SITE FEATURES, SIGNAGE & BUT IS NOT LIMITED TOÂ· GAS LINES. PHONE. TV, FIRE ~ WALLS TO BE DEMOLISHED, COORD /PLANS ~~1 LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN ALARM, INTERNET. POWER, AND DRAINAGE ELEMENTS I i ~ 10 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR PROPERTY TO REMAIN DURING ALL PHASES Of - 69 1 U.NO. 19 COVER & PROTECT ALL EQUIPMENT, FIXTURES & <~0> REMOVE STAIR IN IrS ENTIRETY REMOVED DURING CONSTRUCTION CONSTRUCTION ~ REMOVE DECK/BALCONY/WALKWAY IN Irs ENTIRETY 11. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· 4 PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY ~ DUE TO SELECTIVE DEMOLITION r . q 11 T o DEck r----7-42-----~~ t, I 1723 1--1 ~ ~ 1 T.O. DECK 141;~3718-7 H 1 11 IL-LJ-J- ' P 1-2*4 1 It T.O. LANDING | DN 11 | STAIR (2 APPROX-130 I I 19*iÂ¥31 ' r- , 11 / E T.O. F.F. LSTAIR (2 W r-t-t-r-4 1 136'.6 3/8 WORKPOINT ~~ r.-1--------".-------- --------1 r-+-trn--1 1 '' /2111 i 1 [-4-1+4 T.O LANDING I L 1 -- -------- Woo.~ '117&02 f 35891Â¥n , . -1 1. 11 - -iK APPROX. f35 T.0 DECK -AFF*67137'-- i 1 ..!19944 ----LO.LANPING 1 \Ill F --- 1 / LSTAIR 61 TO. F.F \0 1 1 / WORK POINT 1 1: 14. m Il [3111ft [--\\ 1-=Â» /\\E f\12 A Nf # 30 1171 141'-10 1/8" 94 L/ t r -11 1 ' r--------- ' I[ZE=122 I 11 2601) ; I V LL ?,0839NAI w/#11Â¢ 1 -1 n i #4#4-tli. I Htvo 111,0 r---71 L.STAIR Dl 11 WORK POINT I TO F.F. 4 Mf#01104 <~~~~ UNIT # 306 ~ -- -p- .IL HNG 136'-8 58" 7 11'lili 1 1414 MON OININ, 091Â¥. 0Â« 2 I N311JCI A / Itivo ~ ~ 4 NÂ®181 9 ,%00 Â»< L! j lli/'flilli 0 12=5 4= 0 1 6/11 1 9// 1 1 r.\ 11 ,(21% I 40-'Lt NED ~ 1 : Seal / N}OIll +11_ EL - 1 11 11 0 PRELIMINARY E 601 h m â€¢fâ‚¬3512 - | iÂ¥: | %01.3 ': RE,OF TOF , 111 j F'[003 9N'All 6 R UNK# 303 016'11* - *01 13Â·31 , T.0 F F WORKPOINT C Â«/Pf li/ 137'-0 3~f~ ST I / 1 # DATE ISSUED FOR 01 JEZE=wa~ T | 07.19. I 5 LAND USE APPUC. WOOME 1 l.1\4 1Ill' WOO.E I,4063 901 1 1 1\ 1 UMT# 302 STAIR 03 ~ . STAIR 03 ./. ' WORK POINT ~ ~ 1 19JECIL ,/ 11 Id,-:.F / 1 , WORK POINT , f i7./.4 i ill, , I -2 -1 I 2321=i= I A 4 1 i I rn-1--t T i U.--- - ]1-*====W -- .LEEE~Em:E*IZZI~~Z_ TOFF\ 1 .003 .0 136'-11 7/8CF 7-+ -_, T.O DECK N'01Â¥ 01 NGdO - El J 136'-5 3/8' 1 Of-00 Ttle 1 3,\/1 1 1i i -FIEFE i tlim-- 12=6-t f TREF=FE | Co-~on 41 # 30% '////\4/t / ///, UNIf# 307 I 11 L--3-- 1 / INZIEN -08 08/ ~ 2_32531_. ! ~ ~----------------4@*=-_---1 I tittd ~ 11--+-++4 gl>Xi'+ i i 1 LJ__1.-4-4 d (&D LEVEL FIVE F,71 + .... - â€ž34 .. I.,/ I.-_--_-__J 1 1 E-F-L-1- ' | DEMOUTION PIA 1 LEN.) 0'1 I I 12211 1 1. P 1 4---/ 1 ,+-li l.12--2--Lzii-1- Sheet# ~ 11 1 11 /1 L.---------- 1 / PLAN TRUE .I.9-9&2L_~ NORTH NORTH STAIR C3 136Â·-5 3/8 -i BUILDINGS C&D ~ 1 j LEVEL FIVE DEMO PLAN pa ~ 02.5 / SCALE: 3/16=1'-0 ~ D2.5 Z.....1/1. Â¢Â»*"*M'ir*Â§224}NdeÂ·7%4Â·;e*teÂ»~ ./10 u 'lS 11IFy HlnOS 008 LI918 0 O'N3dSV I 3Â§Â¥Hd - SWAINIWOONO) 3fIN3AV Hlill *M./*7***%*F#"*Y.-'* d.*m. 30-1-*'MIW*-- I- A 1 ~ PLAN NOTES: PLAN NOTES (CONT.). KEYED NOTES. LIGHTING NOTES, KEYPLAN NTS ' 12 PROVIDE TEMPORARY BARICADES & OTHER FORMS or i SCOPE IS STRICTLY LIMITED TO EXTERIOR REMODEL AND PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· PERSONAL /J CONCRETE PATIO OR WALK, NON.SLIP TEXTURE, SLOPE TO DRAtN THERE IS NO ADDrTIONAL LANDSCAPE OR EXTERJOR LIGHTING THIS 411 E Mai~ k 3 IMPROVEMENTS INTERIOR WALLS SHOWN FOR REFERENCE PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE N./ CIVIL DRAWINGS FOR ALL INLETS. DRAINS. & TRENCH DRAINS. TYP PROJECT. ASPEN. CO 1 11 1 I / ONLY DEMOLITION 4\ STEEL AND CONCRETE DECK. SEE ENLARGED PLANS EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON (97~) 115-I!31 2 LIMIT EXTENT OF SITE FLATWORK AND WALL SCOPE TO ONLY 13 COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO V UNDER-SIDE OF DECKS OR WALKWAYS TO BE REMOVED IN THE 4 +4 4 4 ~ THAT REQUIRED TO COMPLETE PROPOSED WORK OR AS REMAIN DURING ALL PHASES OF CONSTRUCTION DEMOLITION AREAS SHIELDED FIXTURE OF SIMILAR DESIGN AND ~ INDICATED ON DEMOLITION PLANS, SEE SrEE DEMOLITION PLANS 14 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED ~ PHENOLIC PANEL 18*18Â· SKI LOCKER, TYP OF le G.C. TO CONTACT ARCHITECT AND CIVIL ENGINEER lF UNCERTAIN FUNCTION TO RE-INSTALLED ON NEW DECKS OR WALKWAYS IN DURING CONSTRUCTION. #A OF AREAS TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF THE SAME LOCATIONS. V I.F. ALL LOCATIONS. GROUP~~ 15 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED ~ STEEL & CONCRETE DECK/WALKWAY SYSTEM &u ASSOCIATED WORK. w/ARCHITECT &GC PRIOR TO INSTALLATION ,architects~~ EXISTING WALL.MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY * 3 STAIR/DECK LAYOUTS SHOWN FOR REFERENCE AND CONTEXT 16 PATCH ALL DISTURBED ASPHALT ~~ ONLY REFER TO ENLARGED STAIR/DECK PLANS AS CALLED OUT 17. ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST ~ 42 H GUARDRAIL. TYP REMOVED FOR PURPOSES OF APPLICATION OF NEW SIDING IF 1 8.0. 5 1 w FOR DETAILED INFORMATION. DIMENSIONS, ETC NECESSARY, AND RE-INSTALLED IN THE SAME LOCATION V.I.F OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT 4 ALLCALLOUTSREFERTONEWITEMSU.NO ALL LOCATIONS. 18 FOR STA1 R/DECK AND LANDING ELEVATION REFERENCE STAIR ~ 36Â· H HANDRAIL. TYP 0 5. DO NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE SECTIONS IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE NEW * WITHOUT ARCHITECT APPROVAL. j / 70/V,/ 17 11 , 19. SEE SECTIONS & DETAILS FOR AREAS WHERE STEEL STRUCTURE A 8Â» x 8Â· CONCRETE CURB. CENTER ON COLUMNS. 6 RADON MITIGATION SYSTEM PREVIOUSLY INSTALLED. G.C TO PRODUCTS SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, IS EXPOSED STEEL STRUCTURE IN THESE AREAS SHALL HAVE V NO REGLET, 1' CHAMFER EACH SIDE ~ VERIFY SYSTEM, OPERATION, AND CONFORMANCE TO CLEAN & SMOOTH WELDED CONNECTIONS. SEE SPECIFICATIONS ~ REPLACE CONCRETE WALK AFTER 1 < 1 I APPLICABLE CODES SECTION 505.6 AND CORRESPONDING TABLES. 2 8Â£39//l /4-5 1/ 20 ALL MEMBRANE ROOFS SHALL SLOPE TO DR AINS AT 1/4- PER 1'-0- \9 DRAIN LINES INSTALLED. TYP 7. ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE TO BE MIN PRESSURE TREATED OR APPROVED EQUIVALEN7 21, LANDSCAPING IRRIGAT]ON SYSTEM SHALL BE REPAIRED & NEW NOTEÂ· ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH 8. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS / ELEMENTS INSTALLED WHERE EXISTING WAS REMOVED, EXISTING CONCRETE, V IF. VERIFY ALL COLORS OF ALL PRODUCTS, ~. DISCREPANCY, CONTACT ARCHITECT AT (970) 925-1832 1/f 22 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS. FLOORS. & FINISHES AND PAINTS WITH ARCHITECT ~ REINFORCEMENT & SIZES 9 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, PATIOS ARE FINISH SURFACES CONTRACTOR SHALL PROTECT ALL FINISHED CONCRETE DURING CONSTRUCTION IF ANY OF U * 10. ALL CONCRETE SLABS TO SLOPE AWAY FROM STRUCTURE 4 THESE AREAS GET DAMAGED, CONTRACTOR WILL REPLACE AT 3% PER 1'-O L.1 HIS COST p 11 ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD BE 4 TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB \,3.9 i ELEMENTS NOT SLATED FOR DEMOLITION VERIFY LOCATION OF ./ UNDERGROUND UTILITY LINES / LOCAL SERVICE DEPARTMENTS \,2j . *-â‚¬*RpeÂ»/17.V 1 5*5%Â£9$&*Â» 0*1Â®t.it* 9/ TI~ 1 . :1 1 11 - 1 1 % 1 i I. W- y.r *'a y- .Â· Â·i |mr====, { L - 'Em %4111 I "021 1 i !1 STAIR 02 1 6 r .1 W A LSTAIR C, 1- i 1 F WORK POINT 11,1 1 ' 91'E r ~~IF~4 ~ 136'-6 3/8 6i --imig--9 1 r 9(2)Â£* %/W& STAIR C: J . 11 Â· t' 0 Lild L/,7 LSTAIR Cl WORK POINT , 1 ~ 1 19 L.32-3 @1%liT # 301 *02 01&11 ROO. 4 -,--11--7 -11 --1 1}\ m HAÂ¥0 -F~~zF~~~~7 -:Â·' //f < ' Z /,40' I---11 USTAIR 01 HNÂ£ ll' | 1 WORK POINT pnr. L P T.0 F.F. A \ 11 Ut #1)04 '. ,/,/3///1/11 . UNIT# 300 136-8 5/8' 7 A\01@ 01 NidE ~| 134)7 | 494 VION UNI,\Il â€¢00Â£Â® - N3Qltl . 11 Illl l'ili N]Â©14 F = rE l~L-7 E-/ 1%0Â·D ON - .OBB lillill j 4 116010 U Na[016 Seal h__1[ 0-90 m N}Of) +17 0-F - L I I ,100 wogi,30 j ~ UL_ _J~ PRELIMINARY 0%- 1 1 100 . 300? fo? . 4117Â« . UNIT# 303 STAIR CA Â«1 U VI ~1 RtÂ¥Â¢ 1 I aol; u n r.-1 r ' 1 \=iL=11(0'9 I l ;S } f/ 1i 1, &00?19*' 10[D 1,F/// -4,;Â· - 3Â¢01 T.O.F F, / i ~WORKPOINT nari Â£12' b .//1// a -~--Tin-Â·---0-,=rl _-/ ,00~' 0lb\Ill 0119.15 lAND USE APPLIC 13.31' 9 / # DATE mUED FOR i E/* EE =13 -i [TI = / 311 STAIR 03 J 1, ~WORK POINT ~ ~ ~ UNT# 302 STAIRC3 n " lk---1 1 1. " i IWORK POINT ~ Â·~ :: ID-~4:5 1/4 IS I . _~ ~ Conslruction 1 rOFF I i '1- - *01* 01 NE 136'.11 7/KC_ WOGI 940,1 I=/Date 4 U>'jjft# 309 ////f/fo UNIT 11307 ___~3 39~ STAIRC4 ~ i___________________- ------7 Elll[1Â¤1 1 1 Dru#Ing TH' [&D LEVEL FIVE 3 4 1 m FLOOR PLAN i Ull Er U â€ž Sheet' 1 1 36' 1-11111 . 1% 1 14: . BUILDINGS C&D NORTH NORTH STAIR (3 1 e/ TRUE PLAN /2/ / 'ty ( A2.5 ) SCALE 3/16Â· =1'-0 / 1 j LEVEL FIVE FLOOR PLAN aa 1 -- ~ Al.5 ~ 1 *M~,f~ ./ .-G,/....... LL988 03 'N3dSV I 3Â§Â¥Hd - SWAINIWOONO) IlnN3AV Hldli IS Tll,I HlnOS 008 4 6,4. 214.XWNW/290*/1-AW-.: 11 DEMOLITION GENERAL NOTES: DEMOLITION GENERAL NOTES (CONT.) DEMOLITION PLAN LEGEND: DEMOLITION PLAN KEYED NOTES (CONT.) LIGHTING NOTES: KEYPLAN NTS 1 1. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW __ - - - â€ž, E THERE IS NO ADDITIONAL LANDSCAPE OR EXTERIOR LIGHTING THIS PROJECT. ITEM TO BE DEMOLISHED ~ NOT USED 4: DISCREPANCY. CONTACT ARCHITECT AT 970-925-1832 WINDOWS, DOORS & ARCHITECTURAL. ELEMENTS elll (0 81&11 1 EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON UNDER-SIDE OF 2. CONTRACTOR TO FIELD VERIFY ALL SEE, EXISTING 13 CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY - ITEM TO REMAIN FACADE AND WINDOW/DOOR DEMOLITION - SEE ELEVATIONS DECKS OR WALKWAYS TO BE REMOVED IN THE DEMOLITION AREAS, SHIELDED plo) 91Â§.fall ~ 6<: CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION SUPPORT & BFU\CING FOR THE EXSTING BUILDING & 7 REMOVE DECK. ROOFING MATERIAL-, FOR EXTENT OF MATERIALS AND DEMOLITION FIXTURE OF SIMILAR DESIGN AND FUNCTION 70 RE-INSTALLED ON NEW ~tif ~ ~ 0 ~ 3 ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD STRUCTURE DURING DEMOLITION & CONSTRUCTION STONE FLOORING. OR CONCRETE DECKS OR WALKWAYS IN THE SAME LOCATIONS VIF ALL LOCATIONS ; E BE TAKEN DURING EXCAVATION & DEMOUTION NOT TO 14 COORDENATE DEMO OF MECHANICAL. PLUMBING. SLAB EXCEPTING TREES (U NO), REMOVE LANDSCAPING AND <~ OTHER SITE ELEMENTS FOR NEW PLANTERS, BIKE AREAS & | ~P DISTURB ANY ELEMENTS NOT SLATED FOR DEMOL]TION ELECTRICAL, & STRUCTURAL ELEMENTS w/ NEW OTHER NEW SITE ELEMENTS EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY REMOVED FOR ~ REMOVE CONCRETE SITE WALL PURPOSES OF APPLICATION OF NEW SIDING IF NECESSARY, AND GROUP 4 VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH DRAWINGS BEFORE REMOVAL 4 LOCAL SERVICE DEPARTMENTS 15 CONTRACTOR TO CONFIRM EXISTING SIC)ING IS SUITABLE r=-7--1 RE-INSTALLED IN THE SAME L.OCATION VIF ALL LOCATIONS arch,te s 4. RETAN & PROTECT ALL MEMBRANE ROOF AREAS U.N O FOR NEW MATERIALS L 4 - 1 REMOVE EXISTING LANDSCAPING IF FIXTURES ARE REPLACED DUE TO MALFUNCTION OR DAMAGE, NEW PRODUCTS BLDG 8 5 RETAIN & PROTECT ALL DOORS & WINDOWS UND 16 EXISTING FINISHES TO REMAIN WHERE APPLICABLE, SHALL MEET THE REQUIREMENTS OF THE 2009 IECC, SECTION 505 6 AND 6 RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIORATION DEMOLITION PLAN KEYED NOTES: CORRESPONDING TABLES A - . NOT NOTED IN DEMO DRAWINGS ARE PRESENT 7. ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE 17 REMOVE AND PROTECT FIRE-EXTINGUISHERS AND ~ REMOVE CONCRETE AS NEC FOR NEW CONST COORD #PLANS COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF CABINETS. RE-INSTALL AS CLOSE AS POSSIBLE TO . ././ /- 1, I ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN. EXISTING LOCATIONS 4\> REMOVE EXISTING STRUCTURE, COORD w. 1/0/ 444/Â·'f,/,1 //1 /,1 BLDG C ~ 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE 18 REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND V PLANS/ELEVATIONS \ JilliA:l:1. \ BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION UTILITIES AS NEC IN AREAS OF DEMOUTION NCLUDES 9 EXISTING FINISHES, SITE FEATURES, SIGNAGE, & BUT IS NOT LIMITED TOÂ· GAS LINES, PHONE, TV, FIRE ~ WALLS TO BE DEMOLISHED, COORD #PLANS LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN ALARM, INTERNET, POWER, AND DRAINAGE ELEMENTS U.NO 19 COVER & PROTECT ALL EQUIPMENT. FIXTURES & ~ REMOVE STAIR IN IrS ENTIRETY 10 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR PROPERTY TO REMAIN DURING ALL PHASES OF 2 REMOVED DURING CONSTRUCTION CONSTRUCTION ~ REMOVE DECK/BALCONY/WALKWAY IN IrS ENTIRETY 11 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF i PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· 4 PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY mumnmmumnmmnm ~~ DUE TO SELECTIVE DEMOLITION â‚¬1'f'1111?11111111~1111'ilt 91111 *1*IN 4 411 8 r-1 --7 ,-1 ' dwx,ubuumh,44 11 1 9###M# mank umilmihilniillilli'lli44*1' 5 -* 1-- 1 1 1%90 UNIT # 30 1 ~*--~~ FOOF TOF - --_ h J Ium lay UNIT# 308 *01% 01 N&10 *DQUM 4 n Â¢00&930 4179\1[ 1%90 ] 1 WOO.30 Er'; 6 I klÂ¥â‚¬ 4 1 op_-11 > Â®OadÂ® 900? 109 PRELIMINARY ROOF TOP * ~ --4.- - 601 0003 4013% 01 N]IC 13;00 I UNIT # 303 # DATE MUED FOR ,00 ~ I NO!10 01 Nli ~ ~ r IN~f 41 302 ~~ 0729.IS ND USE APFUL WÂ®35Â¥ 1 420Â»0Â»1 w 04 1 Tr-Il=2=3 1 A'01 0. NG< 7"*MWbilli \\ 1 18808Date UNIT # 307 /011/ ....' : D-* C & D LEVEL 51X v##d"U~NIUAR#43. DEMOLITION PLAN Sheet# 1 | PLAN RUE 2.6 NORTH NORTH - BUILDINGS C&D / 1 \ LEVEL SIX DEMO PLAN 230 / 02.6 j SCALE 3/163 - 1Â·-0 Â©0.....15 Lk9L800'N3dSV Â° IS 11IA HlnOS 008 ""ivrem~*3Â¥et~e'<*9***E?*?74:3.3.4'iIM/MP %344.*0**04}#~~94%913%,A,- I 3Â§Â¥Hd - SWAINIWOONO) 3AN3AV Hlill PLAN NOTES: PLAN NOTES (CONT.) KEYED NOTES: LIGHTING NOTES KEYPLAN NTS I 12. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF 1 SCOPE IS STRICTLY LIMITED TO EXTERIOR REMODEL AND PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· PERSONAL 4\ CONCRETE PATIO OR WALK. NON-SLIP TEXTURE, SLOPE TO DRAIN THERE IS NO ADDITIONAL LANDSCAPE OR EXTERIOR LIGHTING THIS 411 E. Ilam k IMPROVEMENTS. INTERIOR WALLS SHOWN FOR REFERENCE APER, m.,11 1 ! PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE V CIVIL. DRAWINGS FOR ALL INLETS. DRAINS & TRENCH DRAINS. TYP PROJECT. ONLY DEMOLITION 2 LIMIT EXTENT OF SITE FLATWORK AND WALL SCOPE TO ONLY 13 COVER & PROTECT ALL EQUIPMENT. FIXTURES & PROPERTY TO ~ STEEL AND CONCRETE DECK. SEE ENLARGED PLANS EXISTING SURFACE OR CEILING MOUNTED DOWN LIGHTS ON THAT REQUIRED TO COMPLETE PROPOSED WORK OR AS UNDER-SIDE OF DECKS OR WALKWAYS TO BE REMOVED IN THE L 8Â£08 4 0 REMAIN DURING ALL PHASES OF CONSTRUCTION (9111 m.im ~ I INDICATED ON DEMOLITION PLANS. SEE SITE DEMOLITION PLANS 14 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED ~ PHENOL IC PANEL 18Â·/8Â· SKI LOCKER, TIP OF 16 DEMOLITION AREAS SHIELDED FIXTURE OF SIMILAR DESIGN AND ' G.C TO CONTACT ARCHITECT AND CIVIL ENGINEER IF UNCERTAIN FUNCTION TO RE-INSTALLED ON NEW DECKS OR WALKWAYS IN DURING CONSTRUCTION OF AREAS TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF THE SAME LOCATIONS V 1.FALL LOCATIONS. 15. ALL ROOF & WALL PENETRAnONS MUST BE COORDINATED ~ STEEL & CONCRETE DECK/WALKWAY SYSTEM GROUP ASSOCIATED WORK w/ARCHITECT & G C. PRIOR TO INSTALLATION )- architects Â« 3 STAIR/DECK LAYOUTS SHOWN FOR REFERENCE AND CONTEXT 16 PATCH ALL DISTURBED ASPHALT EXISTING WALL-MOUNTED EXTERIOR LIGHTS TO BE TEMPORARILY L ONLY REFER TO ENLARGED STAIR/DECK PLANS AS CALLED OUT 17. ALL ROOF & WALL. PENETRATIONS TO BE CLUSTERED IN LEAST ~ 42 H GUARDRAIL. TYP. REMOVED FOR PURPOSES OF APPLICATION OF NEW SIDING IF l BLDG B ~ FOR DETAILED INFORMATION, DIMENSIONS. ETC NECESSARY, AND RE-INSTALLED IN THE SAME LOCATION V.1.F OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT. 4 ALL CALLOUTS REFER TO NEW ITEMS U.N.O ALL LOCATIONS 18 FOR STAIRDECK AND LANDING ELEVATION REFERENCE STAIR ~ 36Â· H HANDRAIL TYP 5 DO NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE SECTIONS IF FIXTURES ARE REPLACED DUE TO MAL-FUNCTION OR DAMAGE. NEW co WITHOUT ARCHITECT APPROVAL 19 SEE SECTIONS & DETAILS FOR AREAS WHERE STEEL STRUCTURE /~ 8' x 8" CONCRETE CURB, CENTER ON COLUMNS. fÂ»-1 n 1= i 6 RADON MITIGATION SYSTEM PREVIOUSLY INSTALLED G C TO PRODUCTS SHALL MEET THE REQUIREMENTS OF THE 2009 IECC. Â«> IS EXPOSED STEEL STRUCTURE IN THESE AREAS SHALL HAVE 4/ NO REGLET, 1- CHAMFER EACH SIDE ~ 9 VERIFY SYSTEM, OPE~TION, AND CONFORMANCE TO SECT!ON 505 6 AND CORRESPONDING TABLES. 1,\ APPLICABLE CODES CLEAN & SMOOTH WELDED CONNECTIONS, SEE SPECIFICATIONS A REPLACE CONCRETE WALK AFTER 1 / aLOG. 6.// 1 20. ALL MEMBRANE ROOFS SHALL SLOPE TO DRAINS AT 1/4Â· PER 1+0Â· DRAIN LINES INSTALLED, TYP 6 7 ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE TO BE MIN ,, PRESSURE TREATED OR APPROVED EQUIVALENT 21. LANDSCAPING IRRIGATION SYSTEM SHALL BE REPAIRED & NEW NOTEÂ· ALL NEW CONCRETE iS COLORED CONCRETE TO MATCH E < 1 8. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS ELEMENTS INSTALLED WHERE EXISTING WAS REMOVED EXISTING CONCRETE, V.If VERIFY ALL COLORS OF ALL PRODUCTS. ---U L-/ f DISCREPANCY. CONTACT ARCHITECT AT (970) 925-1832 22 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS. & FINISHES AND PAINTS WITH ARCHITECT 1 '.' 9. REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, PATIOS ARE FINISH SURFACES CONTRACTOR SHALL PROTECT REINFORCEMENT & SIZES ALL FINISHED CONCRETE DURING CONSTRUCTION IF ANY OF U 10. ALL CONCRETE SLABS TO SLOPE AWAY FROM STRUCTURE >t THESE AREAS GET DAMAGED, CONTRACTOR WILL REPLACE AT JC PER 1 '-C" HIS COST 11 ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD BE 6, TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ~ ELEMENTS NOT SLATED FOR DEMOLITION VERIFY LOCATION OF E-======8 * UNDERGROUND UTILITY LINES w/ LOCAL SERVICE DEPARTMENTS 11 11 ~ I 11 11 11 W W 1 1 11 11 11 11 1 11 11 11 11 0/======ZE=il 11 11 il It It 11 11 11 1 11 11 11 It I 11 It 11 11 i m m 1! 11 1 11 11 11 11 11 11 11 11 11 11 1 66========@ 11 11 1 & _L______~ -----------7 r I I 11 11 It 1 11 11 L____________--_- 1 | | | 11 11 01 11 11 11 11 r- 11 11 11 NOANÂ¢ 1 1 1 11 It 1 1 11 11 It 11 11 It 1 31 11 1 ;12)r. UNM- * DOJ /001@ 11,1&00 UNIT # 306 MO110 01 NUD *-1-1-1 ROOF TOP 1,00= 1 n < Â¢40Â©MK l<RX 'NO Il woo= 1%01. -3*ER A 14Â¥G Saai .L*.~ E < 1%01)7 .ZE, WOADÂ® 903 9 PRELIMINARY + - &01 0003 / Â¥ \U 1 *1 J.6 ' *ID ROOF TOF ~Â£ U AAn'l~~I ~Il'd 1%0:/ UNIT# 303 ' # DATE ISSUED FOR %11\ 07.29. I5 LAND USE APPLIC Mi0130 01 NldE 11 11 1! M M UNIT # 302 11 11 1 1 11 It 1 1 11 11 =22=22/2 - Il li 11 11 111 11 11 14 14 *011 01NkÂ£ 111 " M M , M 111 11 Cor~t./p m 11 11 1 N 11 11 11 11 UNIT # 307 || || i| 11 ~ Drawing'lle 0 " ' (&DLEVELSIX I" |I ul-----i--JJ I " LI~t_Ji_N-1 r----- -JII 11 11 11 H FLOOR/ROOF PLAN 11 11 11 It li Il | Shell ' 11 11 11 11 M X % M 1 11 11 EÂ¥: 46, 11 11 11 11 11 11 PLAN TRUE H H 11 11 NORTH NORTH DI-=--r=.r= -) BUILDINGS C&D ========ZE I < 1 j LEVEL SIX FLOOR PLAN ae A2.6 < A2.6 j SCALE 3/16 = 1-0 to~~,12016 Hd - AINI 00 0) 3fIN3AV Hlill **9*0%-*t=**21{*Â¢23 I *ii#&-J -2@~~1=--/-.....-.=.1â‚¬~;t %53%39%9*P'E-Â§Â£-*St 4 ,%*ES=&-=4 ~:1:'2~ri"â‚¬91~2,<29~~ 1 Â¥32?* %--I 17%"2*36*: 9.-e > . I k k ) 70: Preekkl 4 3%%*99Â¥*... L[9L800'N3dS DEMOLITION GENERAL NOTES: 1 1. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS I DISCREPANCY CONTACT ARCHITECT AT 970-925-1832 2 CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING 411 1.Ibm Â£ 1 CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION ./ 0.611 ~ 3. ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD . 0701 915.1,32 , BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO : DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLEION VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH LOCAL SERVICE DEPARTMENTS GROIJP 4 RETAIN & PROTECT ALL MEMBRANE ROOF AREAS U.N.0 |architects 5 RETAIN & PROTECT ALL DOORS & WINDOWS U.N O 6. RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR NOT NOTED IN DEMO DRAWINGS 1.-- 7. ALL DEMOLITION OF STRUCTUIRAL ELEMENTS TO BE Â© COIwIPLETED IN A MANNER THAT RETAINS INTEGRITY OF - A ADJACENT WALL, FLOORS ROOF AREAS TO REMAIN ~ 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE BUILDING EL.EMENTS ARE IN PROCESS OF DEMOLITION 1 Z 9. EXISTING FINISHES. SITE FEATURES, SIGNAGE, & LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN % UNO 10 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION 11 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION, Fri F M 12. CONTRACTOR TO COORDINATE LOCATIONS OF NEW 13. CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY ~ SUPPORT & GRACING FOR THE EXISTING BUILDING & STRUCTURE DURING DEMOLITION & CONSTRUCTION R R 14, COORDINATE DEMO OF MECHANI!CAL, PLUMBING, ELECTRICAL. & STRUCTURAL ELEMENTS w/ NEW , h DRAWINGS BEFORE REMOVAL , 15 CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE ' FOR NEW MATERIALS 9 k lil 16. EXISTING FINISHES TO REMAIN WHERE APPLICABLE. f==4 SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIORATION 0 . 17. REMOVE AND PROTECT FIRE.EXTINGUISHERS AND ARE PRESENT -1 4 CABWETS RE-JNSTALL AS CLOSE AS POSSIBLE TO ~ - 111 EXISTING LOCATIONS ~ lil- 18. REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND 41 - UTILITIES AS NEC IN AREAS OF DEMOUTION INCLUDES BUT IS NOT LIMITED TO GAS LINES, PHONE, TV. FIRE ALARM, INTERNET. POWER, AND DRAINAGE ELEMENTS 19 COVER & PROTECT ALL EQUIPMENT, FIXTURES & 1 1 '4-2 'r' b b //1 @f> PROPERTY TO REMAIN DURING ALL PHASES OF 1 -1- m i= h-1 6 2 CONSTRUCT1ON ========= I = ELEVATION DEMOLITION LEGENDÂ· 9Â·72 L..f,Â·..<; 4 tr /2 1 F /1 IZEZZLIZI ITEM TO BE DEMOLISHED 9/1.30:<....f'.9,1 1 lili L 1 ITEM TO REMAIN EE REMOVE SIDING 1116.- --4-1 ' / ~ EXISTING STUCCO ~ | Â»; ,, Ff F /, 11 'U.Â·h2'-..*Â· Â·lili 11111111111#11111, ## 1 | EXISTING SIDING N*47 , 11 l | EXISTING GLASS ' _ tri Ill-Jf [71] 711'Â»I ELEVATION DEMOLITION KEYED NOTES: ' [ 1. ~ VIF APPLICABILITY OF NEW MATERIALS OVER EXISTING I| \~/ SIDING, TYP. SEE ELEVATIONS FOR LOCATIONS *ihik~l~mE =- 12 + PZZ~L%'f?CJSSTRUCTURE. COORD wH i 1 1 -- ~-21 1 11 - 11 4 12_11 : : 1 1 -- U ~ REMOVE STAR IN IrS ENTIRETY ~ ~ Â·4*mm~ttipm,, ~ : - /1 ~ REMOVE DECK'BALCONY/WALKA'AY IN ITS ENTIREETY ~ tru ~ -:4/' '41111,Immlit,lit,I. - 4 - - -- -- ~,= - JI, 3 + EXJSTING RADON SYSTEM TO REMAIN 0* A==-= ?E 1 11 -1 - -- S~, ~ EXISTING DOWNSPOUT - -- -1 1 , 1--J IiI9 0 11 0~--1 - : == - - f- 47 4/#v/44*him.- - r-- - PRELIMINARY 02Â«*171 - : 11.-L - Â©I.FE : - : 1- .- -~ il L Z m]|= 1 â€¢,tt,t,t,(111,1:1111' 01 = U '4,41,111,1,1Â¢11, i. # DATE mUED FOR 1 RE*ip, r=-=---- 1 - i i i i i ::- 3- -- rrlÂ» t = r ~1 1 i , 07.29.I5 LAND USE APPUC. .1 , --# , 213 4-3 1 ~111- 1 L.Ll - BLDG. C&D % / 1 1 ELEVATION - NORTH 1 -===E 1Â¢*4====== ==== -0 rul-==== -= -1 - -, ME,5/ SCALE 3/le. = 1.-7 Con,~uction Iâ€¢mul late i ./wing THI ' U-===4 r=-==== ~ ~ ~ BUILDING [&D ~ EXISTING ELEVATIONS ~ -I- I I Shae' h). IE ~ 1-f cÂ®,Igh!2(. - 2*u- ArclieaD I 35Â¥Hd - SWAINIWOONO) 3AN3AV Hldli 19 1-ll,4 Hlnos 008 -... , =.rf-x:Â»3*K~ 4 434./.*f*937Aq<RxÂ«=R:58];'d5~M~~ pt>Exe..,&:g~::*p*~85%/#3Â¥-3*m~~Kf*Â« 1 99~2mff**0**%Â»Â»94*2~*%%12*- /& D-EMQUTION_GENERALNRIES 1. IN THE EVENT OP DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY. CONTACT ARCHiTECT AT 970-925-1832 2 CONTRACTOR TO FIELD VERIFY ALL SITE,EXISTING ,~ ~ t. b k ~ CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION A.Ell [011611 111 t 3 ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD ,11 m.1.31 1 1 BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ANY ELEMENTS NOT SLATED FOR DEMOL[TION VERIFY LOCATION OF UNDERGROUND UTILIT LINES WITH ~ a t e I LOCAL SERVCE DEPARTMENTS GROUPI 4. RETAJN & PROTECT ALL MEMBRME ROOF AREAS UNO 5. RETAIN & PROTECT ALL DOORS & WINDOWS UNO 6 RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR NOT NOTED \N DEAO ORAVy,NGs ~- ~'~~t\~ 1 7 ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE COMPLETED IN A MANNER THAT RETAINS INTEGRITY OFÂ· ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION 9 EXISTING FINISHES, S!TE FEATURES. SIGNAGE. & LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN UNO. 10 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION 11. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL. PROPERTY & GENERAL. PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW , WINDOWS. DOORS & ARCHITECTURAL ELEMENTS 13. CONTRACTOR TO CONFIRM & PROV!DE ANY NECESSARY , 1 " SUPPORT & BRACING FOR THE EXISTING BUILDING & ' STRUCTURE DURING DEMOLITION & CONSTRUCTION 14. COORDINATE DEMO OF MECHANICAL, PLUMBING, - DRAWINGS BEFORE REMOVAL. 15 CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE FOR NEW MATERIALS. 16. EXISTING FINISHES TO REMAIN WHERE APPLICABLE SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIORAION ARE PRESENT 17 REMOVE AND PROTECT FIRE-EXTINGUISHERS AND CABINETS RE-INSTALL AS CLOSE AS POSSIBLE TO EXISTING LOCATIONS 18. REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND UTILITIES AS NEC. IN AREAS OF DEMOLITION INCLUDES BUT IS NOT LIMITED TO GAS LINES, PHONE. TV, FIRE ALARM, INTERNET, POWER, AND DRAINAGE ELEMENTS 19 COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO REMAIN DURING ALL PHASES OF CONSTRUCTION - ELECTRICAL, & STRUCTURAL ELEMENTS w/ NEW ELEVATION DEMOLITION LEGEND: ITEM TO BE DEMOLISHED ITEM TO REMAIN - r -r -_ ~ RE MOVE SIDING EXISTING STUCCO 1 11 4 1 1 EXISTING SIDING i ' ----- - ---- - ---- ---- - -- -~ - - --- | ~ EXISTINGGLASS H 11 m. ---1, * VIA APPLICABILITY OF NEW MATERIALS OVER EXISTING 1 - SIDING, TYP..SEE ELEVATIONS FOR LOCATIONS 1 2 11% A REMOVE EXISTING STRUCTURE. COORD.W 0 ''111 '2, ELEVATION DEMOLITION KEYED NOTES: 11 i< V PLANS/ELEVATIONS 1 1 in + REMOVE STAIR IN IT'S ENTIRETY â€ž . . ~ REMOVE DECTBALCONY/WALKWAY IN ITS ENTIRETY 11 - ~> EXISTING RADON SYSTEM TO REMAIN In 11 1 a U D N- 1 t , ' PRELIMINARY '~ Â» n ~ 1 . 1, 1 H ' I 11 1 - 1 /80 rE-] L--1 ,, M F DATE mUED FOR I 'll // 1,1 m' m - -- - + ---U 07.19 5 UND USE APFUL It.t .,1 11 1 1 11-- 1 L - + L------1--L' t-=r??4*=Â£2.~le -1 --n=-/ 1 1*,UeC)ate ./.Ing ./ , BUILDING (&D i ~ EXISTING ELEVATIONS , 1 - BLDG. D /~h BLDG. D / 1 \ ELEVATION - WEST / 2 j PARTIAL ELEVATION - EAST SCALE 3/16 =1'-0 \413/ SCALE 3/16' =1'-0 1-/1~ copy* 20 Z.Ga,0...I'= W 00 S 11IA HinOS 008 <hbodÂ·/:';m'.*.Immfi#%*7%%*3*4%*(Ne>Kfe?gm~ 4 46 3 373& *//mE.I.T.R..1//-'/"R/=6#*" =%"#"A..#'"rrtmre%*9%a rl*: ~ Z NHd - SWAINIWOONO) 3fIN3AV Hlill DEMOLITION GENERAL NOTES: 1 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDJTIONS d p DISCREPANCY. CONTACT ARCHITECT AT 970-925-1832 2 CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING Il I E. M~ it CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCT1ON MPEIL 01.11 1 3, ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD (970} 115Â·1032 i BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ANY ELEMENTS NOT SLATED FOR DEMOUTION | VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH LOCAL SERVICE DEPARTMENTS GROUP 4 RETAIN & PROTECT ALL MEMBIRANE ROOF AREAS U.N.0 arch,te 5 RETAIN & PROTECT ALL. DOORS & WINDOWS U.N O 6. RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR ' NOT NOTED IN DEMO DRAWINGS 7. ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN 1 8. RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION 9. EXISTING FINISHES, SITE FEATURES, SIGNAGE & 1 LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN UNO 10. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION 11. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF ' PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW fl R IRM WINDOWS. DOORS & ARCHITECTURAL ELEMENTS 13 CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY SUPPORT & BRACING FOR THE EXISTING BUILDING & STRUCTURE DURING DEMOLITION & CONSTRUCTION ER I 14. COORDINATE DEMO OF MECHANICAL, PLUMBING, ELECTRICAL & STRUCTURAL ELEMENTS / NEW , DRAWINGS BEFORE REMOVAL, , 15. CONTRACTOR TO CONFIRM EXISTING SIDNG IS SUITABLE , 16. EXISTING FINISHES TO REMAIN WHERE APPLICABLE FOR NEW MATERIALS. R M SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIORATION ARE PRESENT ' 1 17 REMOVE AND PROTECT FIRE-EXTINGUISHERS AND Â¢1 -1 I= EXISTMNG LOCATIONS ~ CABINETS RE-INSTALL AS CLOSE AS POSSiBLE TO ~ 18 REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND ~ UTILITIES AS NEC IN AREAS OF DEMOLITION INCLUDES BUT IS NOT LIMITED TO GAS LINES PHONE, TV. FIRE 6 - - 3 1- ALARM, INTERNET. POWER, AND DRAINAGE ELEMENTS - -1 - 1*\ ~ ' ~ ~ i ELEVATION DEMOLITION LEGEND: PROPERTY TO REMAIN DURING ALL PHASES OF CONSTRUCTION - .FF - 1 400 . \4 LE E- -= - ITEM TOREMAIN -1 1 == ' REMOVE SIOING l- ---- --- --2 --- 1---------/- L -L-Z32354 1 t====9 C . - 1 1-3 11 1 - -n 34Â«;4 11 /; bro,4.1 - 1 e =- 11*10}1111/091 61 1 19 COVER & PROTECT ALL EQUIPMENT, FIXTURES & ._____~ ITEM TO BE DEMOLISHED W/,-7/ I A - - ~ EXISTING STUCCO ~ - EXISTING SIDING 1 \44 1 I 1 .1 .11 11 j - 1 1 , 11 :1 1 1/ h'~LO '1 - 11. - 1 - = ELL - i EXIST-3 01ASS Cal- LI'~7 -3 ----== T -1 -_ 1-740*005* - 1-3*W"*14,A - ELEVATION DEMOLITION KEYED NOTES: I J m-Il / I -- -Â· A VIF APPLICABILITY OF NEW MATERIALS OVER EXISTING , -'Â· ~ SID1NG, TYP., SEE ELEVATIONS FOR LOCATIONS I - /, REMOVE EXISTING STRUCTURE. COORD w/ - <2> V PLANS/ELEVATIONS 1 1 1 11- 1 1 - - - -; =i~ - 11 1 ' - P - a : 1%69144 1 ~ REMOVE STAIR IN ITS ENTIRETY , L -*4010$*8%4054 1 : ~ REMOVE DECK/BALCONY/WALKWAY IN IrS ENTIRETY , J -45**% - i. . ~ Â·L- | ~> EXISTING RADON SYSTEM TO REMAIN -1 ----- 1.-- 1, 1 i 4 1 !7117 1 1 1 10=10, i Se. 7 LEE=~ 3- Â·L - - _34/1/4/41/44174 14, 1 11-_1 11: 1 1 1 11 - 9 1 10=ai= =11~ 1 ..4mm!1411#441& tÂ·Jj#lilil'llill#lf,fs- - ___ . ~> EXISTING DOWNSPOUT , 1 j 1 - -- - LI.--id - '~ ' 1=4==i0*0______-______ == === = ===== ~~~~~~ ~~ 1~PRELIMINARY --' Fl-1 4!.1 :, -- - 1 - 1,11Â«**Py 311=1 n - Ii--M ' 1 -- 1 == "1%32.-4*id ~ 1 1 L? LE W r= - '-- *-' li~ W- :, ,, 1 1 3 Â· 11 4.0,>0~1"".""- It 1 | 01.2915 LAND USE APPLIC # DATE ISSUED FOR -11 1-1 - --fl =2) --| | #t- I EU - BLDG. C&D < 1 j ELEVATION - SOUTH , C-b~on Ime D)8te 213/ SCALE 3/16' = 1.-0. 1 , I Dr'w,ng nue i BUILDING (&D ' EXISTING ELEVATIONS , Sheet# A).3E Z Group./chilecti #0:,i:>33*~FE: â€ž,Râ€ž*4,:r:tb-,149Â»Â§&141?fleDÂ¥%3,6rmarbel#NE* .Mt#**mm~&2&7'm***WMM~&#Fr }~28/id.~Pes:49}}08$>}5276:}Fff=493Â§22.F:lia#Ii,1.'MI<la:A*Fir&~.im#Wi#13**I1$37#4WmM**IR~Al"ev*'9*Fet3fF?mm'r.:4:fw#.:47.0...A,9998998*88$*Â»@09mÂ¢*murepip##94"%:r14"0~F.. FBI~ I mild - SWAINIWOONO) 3AN3AV HldH 0 -19 11!W HlnOS 008 LL9L8 00'N3dSV DEMOLITION GENERAL NOTESÂ· - 1 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY, CONTACT ARCHIECT AT 970-925-1832 2 CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING 411 f. MaiB k , CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION Apti [01411 , 3. ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOUL.D (,70) mila] 1 BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION VERIFY LOCATION OF UNDERGROUND UTILJTY LINES Wmi |1 1 LOCAL SERVICE DEPARTMENTS GROIJP I 4. RETAIN & PROTECT ALL MEMBRANE ROOF AREAS U N.O 5 RETAIN & PROTECT ALL DOORS & WINDOWS U.N O archit" s 6. RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR NOT NOTED IN DEMO DRAWINGS S 7 ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE j COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF ADJACENT WALL FLOOR & ROOF AREAS TO REMAIN B. RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE 1 ~2 BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAINI ~ 9. EXISTING FINISHES, SITE FEATURES, SIGNAGE. & UNO 10. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR - 12. CONTRACTOR TO COORDINATE LOCATIONS OF NEW ' REMOVED DURING CONSTRUCTION 11. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION. WINDOWS. DOORS & ARCHITECTURAL ELEMENTS 13 CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY | SUPPORT & GRACING FOR THE EXISTING BUILDING & STRUCTURE DURING DEMOLITION & CONSTRUCTION 14. COORDINATE DEMO OF MECHANICAL, PLUMBING, , ELECTRICAL, & STRUCTURAL ELEMENTS w/ NEW DRAWINGS BEFORE REMOVAL. 15. CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE FOR NEW MATERIALS 16. EXISTING FINISHES TO REMAIN WHERE APPLICABLE , ~~ SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIORATION ARE PRESENT 17 REMOVE AND PROTECT FIRE-EXTINGUISHERS AND I , CABINETS. RE-INSTALL AS CLOSE AS POSSIBLE TO EXISTING LOCATIONS , 18. REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND i UTILITIES AS NEC W AREAS OF DEMOUTON )NOLUDES , BUT IS NOT LIMITED TO GAS LINES, PHONE. TV, FIRE. ALARM, INTERNET. POWER. AND DRAINAGE ELEMENTS 19 COVER & PROTECT ALL EQUIPMENT. FIXTURES & - PROPERTY TO REMAIN DURING ALL PHASES OF CONSTRUCTION ELEVATION DEMOLITION LEGEND: - -2-22-22 ITEM TO BE DEMOLISHED | 01 1 REMOVE SIDING 11 ITEM TO REMAIN 11 1 /1 0-3 EXISTING STUCCO 8 :p4.44**aL]1 EXISTING SIDING 1 1 1 - ~ V IF. APPLICABILITY OF NEW MATERIALS OVER EXISTIN 35Â»Â»111 1 - E-3 EXISMG GLASS | ' 1 1 ELEVATION DEMOLITION KEYED NOTES: EZ fAGE,11lqyMVN:Klili Â¢ 1. /. SIDING, TIP.,SEE ELEVATIONS FOR LOCATIONS. , -- ~ REMOVE DECI(,BALCONY/WALIeMAY IN ITS ENTIRET-Y 7 ~ REMOVE STAIR IN IrS ENTIRETY I h. 1 -44~ 11| '1 1 11 -| 1 0 EXISTING RADON SYSTEM TO REMAIN 1 1 1 1 1 - 00| 6 ~ EXISTING DOWNSPOUT 1 1 2-] 1 11 ' ~ ~ ~1 PRELIMINARY, m 1 ~ Im 1 1 1 1 11111111 1 11 il#I DATE Â®UED FOR I~ ~039.15-~LAND Uit-AÂ»Lit/-| i /1 BLDG. C / 1 \ ELEVATION - EAST - BLDG. C , |-~ / 2 \ PARTIAL ELEVATION - EAST I \ A3.4E / SCALE. .*lu.on : | 1 1 1 1-e Date- 1 ' Fo~*~Ingl~ - 11 BUILDING (&D | EXISTING ELEVATIONS ~ 1 /-1 BLDG. D I / 3 \ PARTIAL ELEVATION - EAST 1-L 2...... lects K#;3'40~ ~ -~ LI.9t8 00 'N3dSV I 3 SWAINIWOONO) 3fIN3AV Hlill lS 11IIN HlnOS 008 -&/I".003]*ef,/#".#It:#m/""9 FYÂ¢9%.u.&4<- % ELEVATION GENERAL NOTES: 1 1 ALL EXTER]OR SURFACE MOUNTED CONDUIT & EXPOSED CABLE WITHIN LIMITS OF CONSTRUCTION SHALL BE BUR!ED WHERE POSSIBL.E BEHIND NEW ' ~ CLADDING OR FLASHING 41 1 E MEm k 2. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY, ~ ASPEK 0 11,11 CONTACT ARCHITECT Â·Â· (974 925.1132 3 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION 4 FINISH GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO POSITIVE DRAINAGE 5 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED wi ARCHITECT GROIJP & G C PRIOR TO INSTALLATION arch,te ts 8 ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT 7 ALL SEAMS @ FASCiA, FLASHING & ROOFING TO BE COORDINATED w/ ARCHITECT ALL METAL ROOFING & FLASHING SHALL BE INSTALLED TO , AVOID UL CANNING ANY OIL CANNED'Â· PORTIONS SHALL BE REPLACED AT CONTRACTORS COST | 8 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, REINFORCEMENT ! & SIZES ~ i 9 CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION 10. ELEMENTS BELOW GluDE ARE UNKNOWN CARE SHOULD BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED FOR I DEMOLITION VERIFY LOCATION OF UNDERGROUND UTILITY LINES / LOCAL I , SERVICE DEPARTMENTS 11 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL , PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION 12 COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO REMAIN DURING ALL PHASES OF CONSTRUCTION WR M R 14 CAULK ALL JOINTS AT AREAS OF TRANSITIONS. CHANGE OF MATERIAL & AT 13 ALL WALL PROTRUSIONS SHAL-L BE FLASHED WINDOWS, DOORS, SOFFITS. ETC 15 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS. & PATIOS ARE : FINISH SURFACES CONTRACTOR SHALL PROTECT Al.L FINISHED CONCRETE DURING CONSTRUCTION IF ANY OF THESE AREAS GET DAMAGED. F R CONTRACTOR WILL REPLACE AT HIS COST, , ELEVATION LEGEND: i EXISTING STUCCO - RE-TEXTURE, PAINT, 2* 7 AND CONTROL JOINTS TO MIATCH NEW STUCCO, TYP EXISTING SIDING TO f f - 1 &w* | WINDOW WALL GLASS 1/- 1 1 L NEW STUCCO SYSTEM , r NEW METAL SOFFIT SYSTEM, 2,4 LI = 9 \ | | ALL SOFFITS // 1 NEW PHENOLIC PANEL SYSTEM Â· CONFIRM W/ARCHITECT JOINT , 1-- b 41=-0 dr b TO INSTALLATION ~~ ~ ~ LAYOUT EACH SURFACE PRIOR ELEVATION KEYED NOTES- i ~ === A 4, FLASHING OR EXPOSED STEM WALL BELOW FINISHES TO BE PAINTED TO I I MATCH BREAK METAL. EXCEPT AT STUCCO WHERE THESE AREAS TO BE ~ 4 T // 1 PAINTED TO MATCH STUCCO ALL NEW CONCRETE IS COLORED CONCRETE 1 1 f- 1 . . TO MATCH EXISTING CONCRETE, V.I.F.VERIFY ALL COLORS OF ALL 1 7 1 = g== 11 PRODUCTS, FINISHES AND PAINTS WITH ARCHITECT .4,1~ R Mb <0> 31 - A EXCEPTING OPERABLE WINDOWS, EXISTING WINDOWS TO REMAIN. RE-CLAD WITH METAL SYSTEM,SEE DETAILS 0, .4 : 0 EXPOSED STEEL COLUMN 1 i L 1 1 .I -1 EXPOSED STEEL BEAM OR C-CHANINEL 1 - -- ..,4.1 1 1 F-1 li r 1 A NEW METAL FASCIA & FLASHING ON ALL EXISTING EXPOSED WOOD F.CLI, ' === 11 & TRIM, METAL CAP & WRAP WOOD BEAMS FINISH TO MATCH EXISTING I A PATCH, REPAIR, RE-TEXTURE, ADD CONTROL JOINTS (12' OC)& PAINT I 23 - -- <6> EXISTING STUCCO TO MATCH NEW STUCCO, TYP 1 REMOVE EXISTING SIDING AND REPLACE WITH NEW STUCCO SYSTEM -7 ======-==== DETAILS SHEET 10/A91 1 ;1 n 1-7 1 2 f-_ WIFT ra:i: Al - * OVER EXTERIOR 1-HOUR RATED GYPSUM BOARD OR SIMILAR SEE 11 1 1 1 . ~ 6~-1 -'1 - i - 6 Z~PK Zokt'-&'.R~%4~mcNED DOOR, -- LU - ~ Ld : / 1 _ ~ PAINT EXISTING DOOR ~ 1 i ~--~1 1 - -1--ZE -1 7 REPAIR DEMOLITION AND INSTALLATION DAMAGED AREAS TO - -i 7 - - 4% REPLACE ALL EXISTING OPERABLE WINDOWS, F.V HAND & SIZE I V AND OPERATION, METAL CLAD EXTERIOR COLOR TO MATCH METAL 1 - 1 - - SYSTEM ON WINDOW WALLS.VI F OPERABLE WINDOW LOCATIONS --- L , 2 EXISTING CONDITION. 1 1,~= - - 0100--'- 1 . 1 1 -- = ~ ~ 42' GUARDRAIL, TYP SEE DETAILS ~ 11 1 Il* 16 11 seal 1 - 1 --1 It J r ~ NOT USED ' - - - ~~- PRELIMINARY ~ 6-1 4 21130':in:tms::rZZ:N'11&2:WLITION 6 :Sp;?~f.3 ~~22&*-2%79~YSTEM OVER WOOD 947Â»L- r=Er . - 4 REMOVE AND REPLACE EXISTING WA- METAL GUTTERS V COLOR TO MATCH FASCIA I -T--- , n REPLACE DOWNSPOUTS WITH 3Â· DIAM METAL, COLOR TO MATCH I ~ FASCIA CONFIRM WITH ARCH. TYP. INSPECT, TEST AND REPAIR L 1 ~ ~ ~ â„¢ HEAT TAPE IF MALFUNCTIONING, TYP [-7 ~ ' Â® RE.ROUTE DOWNSPOUTS WHEN REQUIRED BY NEW CONSTRUCTION # DATE ISSUED FOR -Ill A WINDOW WALLS TO RECIEVE REâ‚¬LAD METAL SHIP-LAP SYSTEM I 07.29. I 5 UND USE APPUC. <3> EXPOSED VERTICAL & HORIZONTAL FRAMING TO RECEIVE METAL EQUALLY IN EACH VERTICAL SECTION. LAP LINES TO MATCH ACROSS 4-LY-4 F~]11~ -- ~P--1 ~~~~1 AN ENTIRE ELEVATION PLANE, SHIPÂ·LAP ADJACENT TO WINDOW 11 - - -_ - -2 - - FLASHING SYSTEM SHIP-LAP SEAMS (9 MX VERT ) TO SPACE . JAMBS TO HAVE SINGLE LAP AT WINDOW MID-POINT. SEE DETAILS 1 -- JIL_ -U_ 4 PHENOLIC PANEL SKI LOCKER, TYP. OF 16 - Â· <4> SITE STAIR HANDRAILÂ· 1 Â¢ DIAM PIPE 36- ABOVE NOSING, 4 ; - - v CONTINUE SLOPING 11 BEYOND BOTTOM RISER AND CONT. HORLZONTAL 17 BEYOND TOP RISER. RETURN ENDS TO WALL OR 11 - BLDG. C&D CONCRETE WALK. FINISH TO MATCH STRUCTURAL STEEL, TYP , ALL SITE STAIRS. SEE DETAILS ' / 1 1 ELEVATION - NORTH ~ Z=~a-== =*Al-=Z-=a==: REMOVE EXISTING SIDING AND REPLACE WITH NEW STUCCO | SCALE 3/16" =10 ~ SYSTEM,CONTROLJOINTS AT 12 0.C. 1-HOUR RATING WHEN ~ ConGtruction 1 , D..Ing/be ,â€ž, i I INDICATED ON ELEVATIONS. SEE DETAIL 10/A9.1, S IM. I ' I.eue Date Â· . ~ NEW 2X2 WOOD REVEAL. SEE SIDING DETAILS ' A ....O..PAINT EXISTING RADON SYSTEM AND OTHER EXISTING , BUILDING (&D ~ EXTERIOR ELEMENTS SAME COLOR AS ADJACENT FINISH MATERIALS 1 1 1 , FINISH ELEVATIONS - -24- : ----- - A EXISTING WERZALIT TO REMAIN AND IS EXPOSED TO BE PAINTED ~ L.l ~ VERIFY COLOR WITH OWNER AND ARCHITEC1 Shaet# BKIERIOR DOOR REPLACEMENT NOTES: - /h No I~DooRS ADDED - 16 DOORS TOTALE-NEPLACED SEE V ELEVATIONS. 06ORSÂ·ARE MUL.TIPLE SIZE*.*fâ‚¬SIZE. HAND & OPE~TION REPLACE WilESTED FOR 1-HOUR EXTERIOR WALL APPLICATION COWIRN'6[Â»ING.4.COLOR WITH ARCHITECT HARDWARE QU8UPC19PE, & OPERATIONF~fO-MAISH EXISTING U-FACIDÂ»<55. REPAIR DEMOLITION AND INSTALLA4MAGED ,~AREAS TO ORIGINAL CONDITION. A3.1 F, NOTEÂ· STAIRS & DECKS REMOVED FROM THESE ELEVATIONS TO SHOW ENVELOPE FINISHES. SEE ELEVATION 'S' SERIES FOR STAIRS & DECKS 1 co,~rv,12015 2-e.. All *ll vÂ«e@*3*:/I'l'*i#*"=gs:o:=2**29%*p,/"#/**1"r#FI f;Plt.Ill#/"7%'Â¢}*3*56*:*. I.#FIW90?*?22?30't*$~WÂ¢*EE?#Mil ]2~ :}030%0}%*Em/,?f}F%%*tef~ u US 11!W HinOS 008 L #9 Le 00 'N3dSV I 3Â§Â¥Hd - SWAINIWOONO) 3fIN3AV 111111 ELEMATIO-NGENERAL-NOIES: 1 ALL EXTER1OR SURFACE MOUNTED CONDUIT & EXPOSED CABLE WITHIN ~ ~ ' LIMITS OF CONSTRUCTION SHALL BE BURIED WHERE POSSIBLE BEHIND NEW ; CLADD1NG OR FLASHING 1 41 1 E Mam k 2 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY, | i ASFEI, m lim CONTACT ARCHITECT tÂ¥70) 18Â·I,32 3 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVEED DURING ~ ~ CONSTRUCTION 4 FINISH GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO POSITIVE DRAINAGE 5 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED # ARCHITECT ~ ~~ GROUP &GC PRIOR TO INSTAUATION. archites 1 6 ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT 7. ALL SEAMS @ FASCIA FLASHING & ROOFING TO BE COORDINATED w/ , ARCHITECT ALL METAL ROOFING & FLASHING SHALL BE INSTALLED TO AVOID Â·OIL CANNING Â· ANY Â·OIL CANNEDÂ· PORTIONS SHALL BE REPLACED AT CONTRACTORS COST ! 8 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, REINFORCEMENT I & SIZES i 9 CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING CONDITIONS & ' 1 DIMENSÂ¢ONS PRIOR TO CONSTRUCTION | 1 10 ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD BE TAKEN DURING' i 20 11 EXCAVATION & DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED FOR ~ DEMOLITION VERIFY LOCATION OF UNDERGROUND UTILITY LINES w/ LOCAL ~ SERVICE DEPARTMENTS I , 11 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS ~ | REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION ' 12 COVER & PROTECT AL-L EQUIPMENT, FIXTURES & PROPERTY TO REMAIN DURING ALL PHASES OF CONSTRUCTION. 13 ALL WALL PROTRUSIONS SHALL BE FLASHED 14 CAULK ALL JOINTS AT AREAS OF TRANSITIONS, CHANGE OF MATERIAL & AT , WINDOWS, DOORS, SOFFITS, ETC 15 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS, & PATIOS ARE ~ FINISH SURFACES. CONTRACTOR SHALL PROTECT ALL FINISHED CONCRETE DURING CONSTRUCTION IF ANY OF THESE AREAS GET DAMAGED, ~ CONTRACTOR WILL REPLACE AT HIS COST ELEVATION LEGEND: EXISTING STUCCO - RE-TEXTURE, PAINT, 1 AND CONTROL JOINTS TO MATCH NEW ' STUCCO, TYP. .: REMAIN -- EXISTING SIDING TO ' 0 1 WINDOW WALL GLASS ' NEW STUCCO SYSTEM Il LILLI NEW METAL SOFFIT SYSTEM. 4: + ALL SOFFITS _ NEW PHENOLIC PANEL SYSTEM - I LAYOUT EACH SURFACE PRIOR CONFIRM W/ARCHITECT JOINT , TO INSTALLATION r MATCH BREAK METAL, EXCEPT AT STUCCO WHERE THESE AREAS TO BE ~' 1 ELEMARONKEYERNOTES: p FLASHING OR EXPOSED STEM WALL BELOW FINISHES TO BE PAINTED TO PAINTED TO MATCH STUCCO ALL NEW CONCRETE IS COLORED CONCRETE i'-Â·_ -a PRODUCTS. FINISHES AND PAINTS WITH ARCHITECT TO MATCH EXISTING CONCRETE V.I.F VERIFY ALL COLORS OF ALL -- - - - T 1 ' /1 EXCEPTING OPERABLE WINDOWS. EXISTING WINDOWS TO | %1/> REMAIN, RE-CLAD WITH METAL SYSTEM, SEE DETAILS â€¢Ul - 1 ! 0 EXPOSED STEEL COLUMN |' â€¢ / i ~ EXPOSED STEEL BEAM OR C-CHANNEL ...4:. â€¢ A NEW METAL FASCIA & FLASHING ON ALL EXISTING EXPOSED WOOD FAZZLIÂ· |11 <22 & TRIM METAL CAP & WRAP WOOD BEAMS, FINISH TO MATCH EXISTING , ~ . EXISTING STUCCO TO MATCH NEW STUCCO, TYP ~~ PATCH. REPAIR. RE.TEXTURE. ADD CONTROL JOINTS (12 0 C) & PAINT ,, ~ ~ ' ~ ~ REMOVE EXISTING SIDING AND REPLACE WITH NEW STUCCO SYSTEM ~ Il 'J ~ OVER EXTERIOR 1-HOUR RATED GYPSUM BOARD OR SIMILAR, SEE @% Em=41 DETAILS SHEET 10NA91 , I. m Encot '4{ j ~ 1 /1 1 Â© 42Â· GUARDRAIL. TYP. SEE DETAILS â€¢ I ~ CONFIRM GLAZING WITH ARCHITECT ~ REPLACE ALL EXISTING OPERABL.E WINDOWS, F V HAND & SIZE ~Â« REPLACE DOOR WITH NEW FIRE-RATED DOOR, tr I ~ PAINT EXISTING DOOR , ....,4 - N '1 v AND OPERATION, METAL CLAD EXTERIOR COLOR TO MATCH METAL , SYSTEM ON WINDOW WALLS. V.I.F OPERABLE WINDOW LOCATIONS REPAIR DEMOLITION AND INST At-LATION DAMAGED AREAS TO | 1 EXISTING CONDITION, i 1 4 Em241 ~ NOT USED 1 0 1-21 :.~ ~ U.N.O., REPAIR DAMAGED OR MISSING SIDING AT DEMOLITION V AREAS WITH SIDING TO MATCH ADJACENT AREAS. TYP -====211 ... 1 * ALL SOFFITS. NEW METAL SOFFIT SYSTEM OVER WOOD : SOFFIT, TYP SEE DETAIL SHEET 9 1 |~ ,QÂ·, REMOVE AND REPLACE EXISTING WMÂ· METAL GUTTERS, PRELIMINARY 11 V COLOR TO MATCH FASCIA I i V CONSTRUCT)ON ' I REPLACE DOWNSPOUTS WITH 3 DIAM METAL. COLOR TO MATCH , ~ ~ FASCIA, CONFIRM WITH ARCH., TYP. INSPECT, TEST AND REPAIR Â» w HEAT TAPE IF MALFUNCTiONING. TYP L a . 00 1 131#fiifiRA@3*3@*.11 m ./ 111 ~ RE-ROUTE DOWNISPOUTS WHEN REQUIRED BY NEW : Ntt '' 111 Â»nair-II 1 1 ~ 7 1 U 1 4 FLASHING SYSTEM SHIP-LAP SEAMS (9Â·MAX VERT ) TO SPACE 111 1 EQUALLY IN EACH VERTICAL SECTION. LAP LINES TO MATCH ACROSS - FT-T-----l i m ii ------ AN ENTIRE ELEVATION PLANE, SHIP-LAP ADJACENT TO WINDOW I~ Il j < JAMBS TO HAVE SINGLE LAP AT WINDOW MID-POINT, SEE DETAILS 1 ~ PHENOLIC PANEL SK] LOCKER. TYP OF 16 , <lk> SITE STAIR HANDRAIL 1 Â¢ DIAM PIPE 36Â· ABOVE NOS]NG v CONTINUE SLOPING 11Â· BEYOND BOTTOM RISER AND CONT HORIZONTAL 12 BEYOND TOP RISER RETURN ENDS TO WALL OR I, I 1 I 4 CONCRETE WALK,FINISH TO MATCH STRUCTURAL STEEL, TYP /' 1 ALL SITE STAIRS. SEE DETAILS 1 rt--1-----1, ' REMOVE EXISTING SIOING AND REPLACE WIH NEW STUCCO .-1 ~ SYSTEM, CONTROL JOINTS AT 12Â·OC. 1-HOUR RATING WHEN 1 Con-uct,on ., 1 INDICATED ON ELEVATIONS, SEE DETAIL 10/A91, SIM , | Issue Date Â® NEW 2X2 WOOD REVEAL. SEE SIDING DETAILS 15=67-~ 1 dÂ» U.N.o. PAINT EXISTING RADON SYSTEM AND OTHER EXISTING ~ BUILDING C & D I V EXTERIOR ELEMENTS SAME COLOR AS ADJACENT FINISH MATERIALS - BLDG. D - BLDG. D ~ EXISTING WERZALIT TO REMAIN AND IS EXPOSED TO BE PAINTED FINISH ELEVATIONS ~ / 1 j ELEVATION - WEST / 2 \ PARTIAL ELEVATION - EAST VERIFY COLOR WITH OWNER AND ARCHITECT EXIF7-ELE-SRE=-14 IOR-DOORREPLACEMENT-NOTES: ,----// 11 <9> No ABBihON.KpoORS ADDED - 16 DOORS TOTAL_Ioâ‚¬E-NEPLACED. SEE V ELEVATIONS DODRSÂ·ARE MULTIPLE SIZEG--*tyr-SIZE. HAND & OPERATION REPLACE WiÂ¥ESTED FOR 1-HOUR EXTERIOR WAL L APPLICATION CONEIRI4~OLOR WITH ARCHITECT HARDWARE QUALIPCTYPE, & OPERATION -rtâ„¢AICH EXISTING U-FACIDÂ»<55. REPAIR DEMOLITION AND INSTALLAMAGED *5 TO ORIGINAL CONDITION. - I~A) .2 F 111 NOTE STARS & DECKS REMOVED FROM THESE ELEVA nONS TO SMOI ENVELOPE FINISHES, SEE ELEVATION Â·SÂ· SERNES FOR STAIRS & DECKS r-7 IL=222-3 Z... Alle. Â«--'fEil'*-=ImkdÂ»*90Â¢mi>iRECÂ©$mÂ®* ~ ~ , 2-~/*322' I 3$Â¥Hd - SWAINIWOGNO) 3ANBAV Hldl f .=...d#&#...%.*'.mM**... * ...m....MI ELEVATION GENERAL NOTES: 1 ALL EXTERIOR SURFACE MOUNTED CONDUIT & EXPOSED CABLE WITHIN LIMITS OF CONSTRUCTION SHALL BE BURIED WHERE POSSIBLE BEHIND NEW CLADDING OR FLASHING *Il E, Mmin k 2, IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY ASPER. CO Billi CONTACT ARCHITECT. (970} m.lin 3 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION. 4 FINISH GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO POSITIVE DRAINAGE 5 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED w/ ARCHITECT GROUP &GC PRIOR TO INSTALLATION. ' 8 1 2 e , s 6 ALL ROOF & WALL PENETRAIONS TO BE CLUSTERED IN LEAST I OBSTRUCTME LOCATION AS DETERMINED BY ARCHITECT i 7 ALL SEAMS @ FASCIA. FLASHING & ROOFING TO BE COORDINATED w/ a ARCHITECT ALL METAL ROOFING & FLASHING SHALL BE INSTALLED TO AVOID OIL CANNING ANY OIL CANNED" PORTIONS SHALL BE REPLACED AT CONTRACTORS COST 8 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, REINFORCEMENT , & SIZES. 9 CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION 10. ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED FOR f . DEMOLITION VERIFY LOCATION OF UNDERGROUND UTILITY LINES / LOCAL :~ 11 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS j SERVICE DEPARTMENTS REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOUTION 12 COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO REMAIN i DURING ALL PHASES OF CONSTRUCTION. i 1 3% RR 13 ALL WALL PROTRUSIONS SHALL BE FLASHED 14 CAULK ALL JOINTS AT AREAS OF TRANSITIONS. CHANGE OF MATERIAL & AT * WINDOWS. DOORS, SOFFITS, ETC 15 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS, & PATIOS ARE I FINISH SURFACES CONTRACTOR SHALL PROTECT ALL FINISHED CONCRETE > 1 MR CONTRACTOR WILL REPLACE AT HIS COST DURING CONSTRUCTION IF ANY OF THESE AREAS GET DAMAGED, 0 ELEVATION LEGEND: EXISTING STUCCO - RE-TEXTURE, PAINT, ~2 Â» 1 STUCCO, 1-YP AND CONTROL JOINTS TO MATCH NEW R R REMAIN R. 1 WINDOW WALL GLASS 1 - 1 1-1-1 -___ ~~~ n NEW METAL SOFFIT SYSTEM NEW STUCCO SYSTEM | ALL SOFFITS 1 -- ==g~= ~94 11 6/ 1 1 4 44 1 4\\ 4-- 31=1 -En-1-t~ Â· Â·Â· Â· Â· TOINSTALLATION NEW PHENOLIC PANEL SYSTEM - CONFIRM W/ARCHITECT JOINT v LAYOUT EACH SURFACE PRIOR 1 ~= ELEVATION KEYED NOTESI * FLASHING OR EXPOSED STEM WALL BELOW FINISHES TO BE PAINTED TO 1 4 -- -21. 1 . MATCH BREAK METAL, EXCEPT AT STUCCO WHERE THESE AREAS TO BE i ~t:. L L I PAINTED TO MATCH STUCCO ALL NEW CONCRETE IS COLORED CONCRETE ==IL - 1 1 - -~ - -~- ~-1 1 - TO MATCH EXISTING CONCRETE. VIF VERIFY AL L COLORS OF ALL PRODUCTS. FINISHES AND PAINTS VITH ARCHITECT k ' Â· D . REMAIN, RE-CLAD WlTH METAL SYSTEM SEE DETAILS 0 EXCEPTING OPERABLE WINDOWS, EXISTING WINDOWS TO d L 1 11 n -- 011 - 1 , ~ EXPOSED STEEL COLUMN 1 1 LI ~ EXPOSED STEEL BEAM OR C-CHANNEL -- A NEW METAL FASCIA & FLASHING ON ALL EXISTING EXPOSED WOOD FASCIA i Â· a Q,2 & TRIM, METAL CAP & WRAP WOOD BEAMS, FINISH TO MATCH EXISTING /, PATCH. REPAIR, RE-TEXTURE. ADD CONTROL JOINTS (12' OC)& PAINT < / EXISTING STUCCO TO MATCH NEW STUCCO. TYP L _ REMOVE EXISTING SIDING AND REPLACE WITH NEW STUCCO SYSTEM ---111-- , n... - V CONFIRM GLAZING WITH ARCHMTECT & LIT LJ i ' lit=' ] ' ~J REPLACE DOOR WITH NEW FIRE.RATED DOOR, I 171 1 =I=;=Cc=Ze F | DETAILS SHEET 1 0/A91 ~ OVER EXTERFOR 1-HOUR RATED GYPSUM BOARD OR SIMILAR, SEE - . + PAINT EXISTING DOOR 1 - 1 - -11= 1. 1 t~\ REPLACE ALL EXISTING OPERABLE WINDOWS. F V HANOI SIZE 7 1 V AND OPERATION, METAL CLAD EXTERIOR COLOR TO MATCH METAL ~ - ===== Â· SYSTEM ON WINDOW WALLS. V.IF OPERABLE WINDOW LOCATIONS REPAIR DEMOLITION AND INSTALLATION DAMAGED AREAS TO 1, 1 - EXISTING CONDITION. -W- 0 -1 - i ~ NOT USED , ~ 42Â· GUARDRAIL, TYP. SEE DETAILS Seal A UNO. REPAIR DAMAGED OR MISSING SIDING AT DEMOLITION LIU _ -- c 23 A ALL SOFFITS,NEW METAL SOFFIT SYSTEM OVER WOOD t=-- - 4 AREAS WITH SIDING TO MATCH ADJACENT AREAS. TYP . Hil-=f \3' SOFFIT, TYP. SEE DETAIL SHEET 91 PRELIMINARY L &**%%. 6 ZT22'23KL~~EC~ISTING W/4 METAL GUTTERS REPLACE DOWNSPOUTS WITH 3Â· DIAM METAL. COLOR TO MATCH t ~ FASCIA. CONFIRM WITH ARCH,TYP. INSPECT, TEST AND REPAIR ~ 7 1 PI.-- --- -' HEAT TAPE IF MALFUNCTIONING. TYP. - -I - p....:.* IL -3 0 -I ': ~ CONSTRUCTION # DATE ISSUED FOR ~ RE-ROUTE DOWNSPOUTS WHEN REQUIRED BY NEW k A WINDOW WALLS TO RECIEVE RE-CLAD METAL SHIP-LAP SYSTEM I 07.29. I 5 LAND USE APPLIC < ) EXPOSED VERTICAL & HORIZONTAL FFI\MING TO RECEIVE METAL i ~ FLASHING SYSTEM SHIP-LAP SEAMS (9'MAX VERT ) TO SPACE r- EQUALLY IN EACH VERTICAL SECTION, LAP LINES TO MATCH ACROSS AN ENTIRE ELEVATION PLANE. SHIP-LAP ADJACENT TO WINDOW [ JAMBS TO HAVE SINGLE LAP AT WINDOW MID-POINT, SEE DETAILS ~ PHENOLIC PANEL SKI LOCKER, TYP. OF 16 I I <~> SITE STAIR HANDRAIL 1 Â¢ DAM PIPE 36Â»ABOVE NOSING. V CONTINUE SLOPING 11 BEYOND BOTTOM RISER AND CONT HORIZONTAL 12Â« BEYOND TOP RISER, RETURN ENDS TO WALL OR , CONCRETE WALK, FINISH TO MATCH STRUCTU~L STEEL. TYP ALL SITE STAIRS. SEE DETAILS i /1 BLDG. C&D REMOVE EXISTING SIDING AND REPLACE WITH NEW STUCCO 1 < 1 j ELEVATION - SOUTH : INDICATED ON ELEVATIONS. SEE DETAIL 10/A9.1. SIM. 1-U/Dale Ciff.1 SCALE. 3/16 =1Â·-0 ~ SYSTEM. CONTROL JOINTS AT 12 0 C. 1-HOUR RATING WHEN | Conslruct~on <~ NEW 2*2 WOOD REVEAL. SEE SIDING DETAILS | Drawing'Ue , ~ U.NO., PAINT EXISTING RADON SYSTEM AND OTHER EXISTING BUILDING [&D \./ EXTERIOR ELEMENTS SAME COLOR AS ADJACENT FINISH MATERIALS 4 521'Â·72J%7#fLTAZr,~C'SA~2AED TO BE PAINTED, FINISH ELEVATIONS Sheet# EXTERIOR DOOR REPLACEMENT NOTES: 6 NO ADDIDOORS ADDED - 16 DOORS TOTA~ID-erNEPLACED SEE V ELEVATIONS DOE MULTIPLE SIZEFTS[ZE. HAND & OPEFU\TION REPLACE ESTED FOR 1-HOUR EXTERIOR WALL APPLICATION COLCOLOR Wt-TH ARCHITECT HARDWARE QUrVPE, & OPERATION TOÂ·MAIGH EXISTING U-FACIDÂ»Â«55 REPAIR DEMOLITION AND INSTALL*Â¥10NQPMAGED , __AREKS TO ORIGINAL COND!*A. A3.3F NOTE: STA/RS & DECKS REMOVED FROM THESE ELEVATIONS TO SHOW ENVELOPE FINISHES, SEE ELEVATIONS SERIES FOR STAiRS & DECKS ' *,Mohl2016 .â€ž. ES:}~}9 9>292*/34-%...#.mfâ‚¬Ff I mpi*ya#41*969#AgeÂ¢y*!mlf'Â§EMEr*&*1*- '., 4,#Fed/-'P}%<%'MWIMP;* I Z 3Â§Vlld - SWAINIWOONO) 3fIN3AV lilli o -19 11IW H.LAOS 008 Lt9L8 00 'N3dSV IFI/*2~(*%*6~22Â»%**6...t..../..*p"Flfm.""m''# EXTER[OR_DOOR-REPLACEMENT_INFORMATION: WINDOW LEGEND .........------------- 1 ELEVATION GENERAL NOTESÂ· 4 NO ADDITIONAL DOORS ADDED - XX DOORS TOTAL TO BE REPLACED, SEE ELEVATIONS, SYMBOL 7 1 THIS IS AN EXISTING PROJECT WITH NO NEW ADDITIONAL WINDOWS ADDED. GLAZING AREA ~ [F~Â¥] A-1 TOTAL E - 10 TOTAL, FRM &6*t 6 DOORS ARE MULTIPLE SIZES: V.I.F.SIZE. HAND & OPERATION. REPLACE WITH ASSEMBLY TESTED FOR TO REMAIN SAME AS EXISTING CONDITIONS ~LI L/~1 33-Ar * 42Â·H, EGRESS NO ~ 24Â·W x 48Â· H. 1 ALL EXTERIOR SURFACE MOUNTED CONDUIT & EXPOSED CABLE WITHIN I w: FIRE RATING AS INDICATED BELOW. CONFIRM GL-AZING & COLOR WITH ARCHITECT. HARDWARE 2 DUE TO MAINTENANCE AND OPERATION ISSUES, ALL OPERABLE WINDOWS TO BE REPLACED 8 EGRESS YES L,*RESS YES LIMITS OF CONSTRUCTION SHALL BE BURIED WHERE POSSIBLE BEHIND NEW ~ ~j QUALITY, TYPE. & OPEUTION TO MATCH EXISTING. U-FACTOR = .35, INSTALL PER MFR. REC . SEAL PER SEE LEGEND BELOW I 2 EGRESS NO 11 br CLADDING OR FLASHING | m i I, I. St. 1 2 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY. 1 1 ASI'll 1"lili 1 5 2009 IECC 402 4 1. REPAIR DEMOLITION AND INSTALLATION DAMAGED AREAS TO ORIGINAL_ CONDITION 3 EGRESS REQUIREMENTS AS INDICATED ON ELEVATIONS AND THIS LEGEND WINDOWS CONTACT ARCHITECT (,MI il$,im SHOWN FROM EXTERIOR - /L::~~ ' 4 V.I.F.ROUGH OPENINGS UNIT SIZE. JAMB EXTENSTON. HAND AND OPERATION ..~TAL 3 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING CONSTRUCTION ~~UACEMENT DOOR MIN FIRE-RATINGS:-00* 5 V.T.F ANY CODE REQ TEMPERED GLASS 44Â·Vi' 2'~CH. EGRESS YES ~~ F 2 TOTAI/ 4 FINISH GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO POSITIVE 11*4& NR UNIT 719*Im 6 HARDWARE QUALITY. TYPE, & OPERATION TO MATCH EXISTING ~ F V. SILL 7~QHT L' 24-VIL~f H ~11-1 Â· I-1 TOTAL DRAINAGE UNIT 17~~I Uil~~Mr 45 MIN 7 METAL CLAD EXTERIOR COLOR TO MATCH METAL SYSTEM ON WINDOW WALLS ~ ~ ~SSNO - 1 20'W x 58Â· H. 5 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED w/ ARCHITECT GROIJP i UNIT 2: 45 K'4 .,~ 8 60 MIN 8 WINDOW U.FACTOR TO BE .35, GLASS TO BE LOW-E |, |' EGRESS NO & G.C PRIOR TO INSTALLATION UNIT 3.45 MIN pb/9 UNIT 9.45 MIN 9 INSTALL AND FLASH PER MFR REC . SEAL PER 2009 IECC 402 4 1 T 11==11 C.ZIOTAL 1 architects 6 ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST ~ UNIT 4:45 MIN. A/~'*A UNIT 10, 20 MIN 10. REPAIR DEMOLITION AND INSTALLATION DAMAGED AREAS TO THE EXISTING CONDITION 48-W x 54 H. )6 4, UNIT 5: 45 MI,-- -Pilliâ€ž 60 MIN 11 MANUFACTURER TBD 4 1 EGRESS YES 7 ALL SEAMS @ FASCIA, FLASHING & ROOFING TO BE COORDINATED w/ | OBSTRUCTIVE LOCATiON AS DETERMINED BY ARCHITECT UNIL:6-- U11~L60 MIN UNIT 1 ill*ILN 1 EGRESS NO ... - UNIT 14: 60 Â£4 E7*\11~3 TOTAL, ARCHITECT ALL METAL ROOFING & FLASHING SHALL BE INSTALLED TO I Il 1 22*%9Â·' H AVOID Â·OIL CANNING ~ ANY OIL CANNED PORTIONS SHALL BE REPLACED AT | ~ P || EGRETWD 8 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS,REINFORCEMENT ~ ~ 94 CONTRACTORS COST & SIZES r==lr==1 0.~TOTAL, 9 CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING CONDITIONS & I DIMENSIONS PRIOR TO CONSTRUCTION ~ X 544' H 1 ~ 26 EGRESS YES 10 ELEMENTS BELOW GIVOE ARE UNKNOWN. CARE SHOULD BE TAKEN [ - I EGRESS NO EXCAVATION & DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED FOR | DEMOLITION VERIFY LOCATION OF UNDERGROUND UTILITY LINES wl LOCAL 1 1 SERVICE DEPARTMENTS I 11 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS . e REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL , ~ PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION I 12. COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO REMAIN ~ DURING ALL PHASES OF CONSTRUCTION. 13 ALL WALL PROTRUSIONS SHALL BE FLASHED 14 CAULK ALL JOINTS AT AREAS OF TRANSITIONS, CHANGE OF MATERIAL, & AT | - WINDOWS, DOORS, SOFFITS, ETC 15 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS, & PATIOS ARE FINISH SURFACES. CONTRACTOR SHALL PROTECT ALL FINISHED CONCRETE DURING CONSTRUCTION IF ANY OF THESE AREAS GET DAMAGED, CONTRACTOR WILL REPLACE AT HIS COST ELEVATION LEGEND.Â· ' ~ EXISTING STUCCO - RE-TEXTURE, PAINT, AND CONTROL JOINTS TO MATCH NEW STUCCO,TYP EXISTING SIDING TO REMAIN ~ WINDOW WALL GLASS 1 ' , NEW STUCCO SYSTEM ' ALL SOFFITS g ELL--1 NEW METAL SOFFIT SYSTEM | NEW PHENOLIC PANEL SYSTEM- CONFIRM W/ARCHITECT JOINT LAYOUT EACH SURFACE PRIOR TO INSTALLATION I-111 P ------- - ---- -p~-~ ~1 4 fl-- - --- ---------- ~ ELEVATION KEYED NOTES: FLASHING OR EXPOSED STEM WALL BELOW FINISHES TO BE PAINTED TO I MATCH BREAK METAL, EXCEPT AT STUCCO WHERE THESE AREAS TO BE PAINTED TO MATCH STUCCO. ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH EXISTING CONCRETE. V.I F VERIFY ALL COLORS OF ALL PRODUCTS, FYNMSMES AND PAJNTS WITH ARCHITECT ~ O Nbili"N-21&'2Liti~'2tZ%%~ST~A%'ENTDI~LtS IC ~ EXPOSED STEEL COLUMN 1 1 11 111 r--12 ~ EXPOSED STEEL BEAM OR C-CHANNEL A NEW METAL FASCIA & FLASHING ON ALL EXISTING EXPOSED WOOD F.< I <Â»> & TRIM, METAL CAP & WRAP WOOD BEAMS, FINISH TO MATCH EXISTING ~ ~~p~~i * . PATCH. REPAIR. RE-TEXTURE, ADD CONTROL JOINTS (12Â· OC)& PAINT EXISTING STUCCO TO MATCH NEW STUCCO, TYP I REMOVE EXISTING SIDING AND REPLACE WITH NEW STUCCO SYSTEM ' ~ ~TEAR1L~~RE~TRJ~~UR RATED GYPSUM BOARD OR SIMILAR, SEE | - Â© REPLACE DOOR WlTH NEW FIRE.RATED DOOR 1 CONFIRM GLAZING WITH ARCHITECT ~ PAINT EXISTING DOOR 49> REPLACE ALL EXISTING OPERABLE WINDOWS, F v HAND & SIZE 9-11 . t ~1 v AND OPERATION, METAL CLAD EXTERIOR COLOR TO MATCH METAL , - SYSTEM ON WINDOW WALLS. V.I F OPERABLE WINDOW LOCATIONS REPAIR DEMOLITION AND INSTALLATION DAMAGED AREAS TO ji EXISTING CONDITION. T 11 1~ ~ 42Â· GUARDRML, TYP SEE DETAILS ~ 1 ..1. - 111 Ill 0 1 , 1 NOT USED Â® U.NOâ€ž REPAIR DAMAGED OR MISSING SIDING AT DEMOLITION ~ 1 1 1 1 I i AREAS WITH SIDING TO MATCH ADJACENT AREAS. TYP ,*, ALL SOFFiTS, NEW METAL SOFFIT SYSTEM OVER WOOD Â»' SOFFIT, TYP. SEE DETAIL SHEET 9 1 ~PRELIMINARY 1 4 Z212~NMDA~~~~ACSEC~!STING V,44 METAL GUTTERS, REPLACE DOWNSPOUTS WITH 3Â· DIAM METAL. COLOR TO MATCH ~ FASCIA, CONFIRM WITH ARCH., TYP INSPECT. TEST AND REPAIR ' HEAT TAPE IF MALFUNCTIONING, TYP. ~ ' ~ RE-ROUTE DOWNSPOUTS WHEN REQUIRED BY NEW ' CONSTRUCTION ' 1*EDATEASUEDFORd' 1 Â® WINDOW WALLS TO RECIEVE RE-CLAD METAL SHIP-LAP SYSTEM |07.29.I 5 I LAND USE APPUC | EXPOSED VERTICAL & HORIZONTAL FRAMING TO RECEIVE METAL - BLDG. C / 1 \ ELEVATION - EAST FLASHING SYSTEM SHIP-LAP SEAMS (9Â·MAX VERT.) TO SPACE 11 1 1 41 21~ [9Â«1 EQUALLY IN EACH VERTICAL SECTION, LAP LINES TO MATCH ACROSS <A3.4 j SCALE 3/16 = 1-0 JAMBS TO HAVE SINIGLE LAP AT WINDOW MID-POINT, SEE DETAILS AN ENTIRE ELEVATION PLANE, SHIP-LAP ADJACENT TO WINDOW , ~ PHENOLIC PANEL SKI LOCKER, TYP. OF 16 I <'A> siTE STAIR HANDRAI 1 Â§Â· DIAM PlPE 36~ ABOVE NOSING, ~ i V CONTINUE SLOPING 11 BEYOND BOTTOM RISER AND CONT. HORIZONTAL 12Â· BEYOND TOP RISER, RETURN ENDS TO WALL OR I - BLDG. C 1 1 1 1 CONCRETE WALK. FINISH TO MATCH STRUCTURAL STEEL, TYP < 2 j PARTIAL ELEVATION - EAST ALL SITE STAIRS,SEE DETAILS I , 1 4 1 1 *, REMOVE EXISTING SIDING AND REPLACE WITH NEW STUCCO dÂ«[Â»~~ v*34SCALE.miraoÂ· I m SYSTEM CONTROL JOINTS AT 12 0 C. 1-HOUR RATING WHEN ConsU'u~on I I < 6 1 BUILDING [&D INDICATED ON ELEVATIONS, SEE DETAIL 10/A9.1. Sal Issue Dal ' ' ~ NEW 2X2 WOOD REVEAL. SEE SIDING DETAILS 1 F-=4.. 11 1 I I ~ UN O.. PAINT EXISTING RADON SYSTEM AND OTHER EXISTING EXTERIOR ELEMENTS SAME COLOR AS ADJACENT FINISH MATERIALS 1, 1, FINISH ELEVATIONS I <4> EXISTING WERZALIT TO REMAIN AND IS EXPOSED TO BE PAINTED, ~ i , 4/ VERIFY COLOR WITH OWNER AND ARCHITECT EXIEB[OR DOOR REPLACEMENT NOTES: - i - BLDG D - / 3 \ PARTIAL ELEVATION - EAST </P> No AEBFT~ONAL_DOORS ADDED - 16 DOORS TOTAL,IDeENEbLACED SEE V ELEVATIONS. DODRS-ARE MULTIPLE SIZESâ‚¬Â§]ZE. HAND & OPERATION REPLACE VWÂ¥ESTED FOR 1-HOUR EXTERIOR WALL APPLICATION CONEIANre;EXZINGA_COL.OR WITH ARCHITECT. //--EEJEEE=:sm=Â«-- 11 11 1 ENVELOPE FINISHES, SEE ELEVATION 'S' SERIES FOR STAIRS & DECKS 7, Z-Gaup...,lec:i .cm0.'-/F~~.fl../"""&,9.Mare=r*%&- Â©NlkÂ®Â§: I ge}49@i- -LS Tll IN HlnOS 008 &&9&800'N3dSV I 3 VHd $ IN WOO NO) BANBAV Ill:Ill *1Â§2Â»}}Relt'Â§ ''R.-)-mIPÂ·tâ‚¬â‚¬9~ 2900/"M/9*Ye?*97-.-P' Ce,fbed f,9/,4 4! 1 t IWn it t ./i) 0EN. Collin I "} 11Â§Â·1132 1 1 - SUP.RESISTANT DECK FINISH -SLOPE 4 4 -t xt If PERII,11~I~~LE AT SURFACE tÂ·12Â· TO DRAIN AWAY FROM | ' - PLYWOOD EDQC-FIP CONTINUOS 5 id 4 .r// .1 GROUP ) FOR WATERNLGMLMAL - ~Â·sfEELIARIEDS'~OBNOCOREFCEH~~MEPROS~E / 4 DECK, CONCRETE COLOR TO MATCH 1 .~-1.-~4-4 Â· SEE L 9/A9 1 FOR LEDGER archite EXISTING CONCRETE, V. I.F., TYP. REF: ~ CONIN#NIM & FLASHING TO STRUCTURAL ~E~~~CCE~TA~~I~ISCORNERSAND ~~Vt-p/~ AND WALL DETAILS -1-1/2 X 2-1/2 STEEL TOP RAIL. MITER v TO ADJACENT RAIL AT CORNERS AND j WELDED CAP AT ENDS Â¢ ~ / ~ 11~'r - ~~NI~ST~NES.~AOLNLO~~ITINIS~YIS~~SETL~ATIONS 3"=1'-0" ~ OVER WATERPROOFING MEMBRANE OVER r T&G ~~RETE TOPPING SLAB OVER DRAIN BOARD 2 -1-1/2Â» X 2-1/2- STEEL TOP RAIL, MITER FIRE-RETARDAhIT EXT PLYWOOD, DOUBLE FLASH AT 2 m 27. 1/4~ X 2' VERTICAL STEEL / REFÂ·STAIR & 1 I 1 - CANTILEVERED POUR STOP - FV LOCATION, -~- COLOR TO MATCH EXISTING, V I F. TYP PERIMETER. SLOPE iÂ· 12 FROM BUILDING, CONCRETE / BALUSTER ATIÂ» DC / BALCONY PLANS | ~~ / MAINTAIN GAP, DIMENSIONS PER STRUCTURAL - TYPICAL GUARDRAIL, SEE DETAILS [J 1 // 1 -1/4Â» X 2- VERTICAL STEEL / // ' 0 , '| ' // / BALLISTERAT 4-0.C + -1-I >]K L-7 IL--~-->1 STEEL BEAM. REFÂ· STRUCTURAL ~- CORRUGATENETAL SOFFIT SYS-TEM, C Ah**E~2=EE49/ \ | ~ -~ Â· :',-4 Â» PROFILE To MATCH COMPOSITE DECK. \ PAINT TO MATCH STRUCTURAL STEEL EXTERIOR ~ INTERIOR L-PAINT TO MATCH - STEEL COLUMN, REF STRUCTURAL 5 ) 1 / beLD-FORMED METAL- FRAMING STRUCTURAL STEEL, TYP. 1 / SPAdIQG. LEDGER, AND END SIATEM, SEE STRUCTURAL FOR SiZING, 1/ CONNEbitONS 8 11/ a - /' 1Â· * 2 Â¢ GALVANIZED STEEL BOL T W/WASHER |P 11 1 M - SECTION DETAII TOP & BOTTOM AND 1" DRAINAGE SPACER 2 -> BETWEEN ANGLE AND BOTTOM RAIL 24" O.C. / 1 \ TYPICAL DECK/LANI NGTO E) STING WALL -PAINT TO MATCH \ ENDS - ~5. STEEL IND CONCRETE COMPOSITE 1 C A6.22 ) SCALE. 11/2 =1'-0 STRUCTURAL- STEEL, TYP. ~ -SLIP-RESISTANT DECK FINISH - SLOPE IAL\\\-031 STEEL CHANNEL, REF STRUCTU L SURFACE TO DRAIN AWAY FROM EXISTING BUILDING. f EDGE CHAMFER STEEL COLUMN. REF: STRUCTURAL~ DECK. CONCRETE COLOR TO MATCH - SECTION DETAIL - DECK EXISTING CONCRETE. V.L.F. TYP REF rÂ·~ 1.1/2Â· x 2.1/2Â· STEELTOP RAIL 10 EDGE, SMALL DEC TY MlTER TO ADJACENT RAIL AT STRUCTURAL A6.22 SCALE: 11~2" =1'-0" CORNERS AND WELDED CAP AT / REF: STAR & 1/4" X 2' VERTICAL STEEL ~ BALCONY PLANS 0-11 : m A .x- ADJACENT RAIL AT CORNERS AND WELDED CAP AT ENDS 1-1/2 X 2-1/2 STEEL TOP RAIL- MITER TO 1 V V V'W' 11 tÂ« u-PAINT To MATCH 1 1/2- MIN ,- 13Â· DIA CONTINUOUS STEEL HANDRAIL, 1 1 Ill -9 J LI_ 1 ~k- -,< /' SEE SECTIONS AND PLANS FOR 1 STRUCTURAL STEEL, TYP FAr STEELBOTTOMRAIL, HOLD,Â·MIN -Â·-- EXTENSION DIMENSIONS FROM FACE OF PERIMETER ANGLE 1 1 01\0 ; ~ x23. GALVANIZED STEEL BOLT WWASHER TOP & BRACKET, 36" MIN SPACING , - - p * 1Â· STEEL HANDRAIL -STEEL BEAM,:STRUCTURAL = AND BOTTOM RAIL, W O.C, MIN ~ BOTTOM AND 1. DRAINAGE SPACER BETWEEN ANLGE ~-STEEL BEAM. REF STRUCTURAL 1M" X 2 VERTICAL STEEL - EDGE OF DECK & PERIMETER BALLISTER AT 4- 0 C -1 1\\ ANGLE \__STEEL COLUMN, REF STRUCTURAL =1 1 ~- STEEL COLUMN. REF: STRUCTUIRAL ~STEEL COLUMN, REF: STRUCTURAL ~ ~ - STEEL BEAM. REF STRUCTURAL ~ - t x 2" STEEL- BOTTOM RAIL WELDED TO ~-- TOP OF STRINGER, CENTERED - SECTION DETAIL - GUARDRAIL & - ELEVATION DETAIL - PLAN DETAIL - GUARDRAIL 1-- 3â„¢12Â·TS STEEL STRINGER, ( 2 j DECK AND STAIR LANDING EDGE, TYP. / 3 j GUARDRAIL, TYP ( 4 j AT COLUMN C A6.22 / SCALE: 1 1/2Â»=1'/ <A6.22j SCALE 1 1/2' = 1'-0' <Ae.22 j SCALE 11/2 = 1-0 ~-'~ ~ REF STRUCTURAL ' 1 Seal -1 E 111 1 - - TREAD. REF: STAIR DETAILS 1 PRELIMINARY ~ VARIES , /_ SLIP-RESISTANT DECK FINISH ET BD) - - SECTION DETAIL 1 GUARDRAIL & , REF STAIR PLANS , ,VARIES i ~ / / SLOPE SURFACE TO DRAIN AWAY * ~ -7 X 12Â· TS STRINGER. REF HANDRAIL AT STRINGEF / FROM EXISTING BUILDING STRUCTURAL FOR CONNECTION TO 1# DATE ISSUED FOR BEAM OR COLUMN A6.22 SCALE. 11/7 =1'-0 0 1, \ 1 .-.1 r- 5Â· STEEL AND CONCRETE COMPOSITE - CANTILEVERED POUR STOP, SIZE .F,/ 9'r I 07.29. I 5 LAND USE APPUC DECK. REF: STRUCTURAL, CONCRETE ~ PER STRUCTURAL ~ COLOR TO MATCH EXISTING,VIF, TIP \ /l 1 ./ 2 X 3' METAL SUPPORT TUBE , A-f Ea .,7 m] . 0% .$ 1 T=11-7-â„¢n Â·y . /1 - Wi f PAINT TO MATCH 1/ 1 CANTILEVERED POUR STOP, SIZE ~ STRUCTURAL STEEL, TYP.- / SEE SITE PLANS AND DETAILS FOR ~ PER STRUCTURAL. \4 ~ 3" BY 12"MIN PRE CAST / .W fi' RISER HEIGHT AND TREAD DEPTH ~~~---4-STEELBEAM REF STRUCTURAL - ~ 1 2 TO MATCH EXISTING. V.I.F. TYP CONSTRUCTION. Â¢ RADIUS NOSING IESU/Da'e CONCRETE TREAD, CONCRETE COLOR # SEE STRUCTURAL FOR - 1 1 Constru.on 2Â· X4 METAL SUPPORT TUIC | MIN. 1Â· BEARING ON BEAM. TYP , ./.-0 ===z=== . "'I E 22 I Drawing â„¢49 1 3Â· X 12' TS STRINGER, REF STEEL ANGLE SUPPORT WELDED TO STRUCTURAL FOR CONNEC-nON TO ~ ~N \\\L | 1 STAIR, DECK, & STRINGER, REF STRUCTURAL BEAM OR COLUMN -STEEL COLUMN. REF. -STEEL COLUMN, REF ~ + TUBE STEEL STRINGER, RE: RAIL DETAILS ' STRUCTURAL STRUCTURAL STRUCTURAL ' hi A V V - SECTION DETAIL - STAIRS - SECTION DETAIL - STAIRS - SECTION DETAIL - STAIRS -, SECTION DETAIL - SITE ( 6 j TYPICAL LANDING HEAL < 7 j TYPICAL NOSE @ LANDING ( 8 j TYPICAL TREAD ( 9 j STAR NOSING < A6.22 1 SCALE. 11/2 =1'.0 < A6.22 7 SCALE 11/2 =1Â·-C ~AS.22~ SCALE 11/2 =1'-0 2*9 SCALE 11/n = 1-0- | 46.22' q./. 1 LL9L800Â£N3dSV 0 -19 111,\1 HlnOS 008 I 35Â¥Hd - SWAINIWOONO) 3AN3AV Hldli Â«4*AllxÂ«. . *..I----.----93,3*3?$*p?*geartjlm-'------, / v - -4---4)$?t?jee#~ 4*E----- 111 1 - STEEL HANDRAIL BRACKET, W MIN SPACING 1-1/2Â· X 2-1/2Â· STEEL TOP RAIL. MITER 411 E Main k 17fP. ALL HANDRAILS UÂ¢I O - TO ADJACENT RAIL AT CORNERS AND <) -SINGLE-PLY MEMBRANE, OVERLAP ,,-R~~R~ METAL- ~ ~ 11Â· 1-,P ALL HANDRAILS L,N O / WELDED CAP AT ENDS /99 ~0 ,/ FASCIA UNDERAYMENT ASPEIL CO.1,11 11 , (970) 125.1.1 1 ljÂ· DIA CONTINUOUS STEEL HANDRAIL. /= -TAPERED INSULATION. ADJUST THICKNESS TO 1 / EXTENSIONS AS SHOWN UNO MATCH EXISTING ROOF ELEVATION AND TOTAL tuffÂ« EXISTING ROOF DEPTH. SLOPE TO DRAIN LOCATIONS --14" GLASS MAT FACED GYPSUM COVER BOARD GROUP ~ 1 architects~i FLEXIBLE FLASHING MEMBRANE ' ' -~~ J 1Â· raG FIRE-RETARDANT EXT PLYWOOD râ€¢â€¢1 1'-O' PERIMETER NAILER LU , ' jlÂ« :........A 'V. SHEET METAL FLASHING COLOR TO 1 < 1\\41 Â¢ DIA CONTINUOUS STEEL HANDRAIL. A/\AAAMAA TO EQUAl EXISTING, CONCEALED 11 = I- I \1 INSTALL WITH 1 1Â· GAP FROM FACE OF FASTENER AT TOP 0- WALL, EXTEND AS SHOWN AND RETURN ifltÂ»<,tna/9- / TO WALL, GUARDRAIL. ADJACENT -1SUB-FASCIA 1 11 SURFACE, OR GRADE, PAINT TO MATCH ~ ' WEATHER BARRIER UNDERLAYMENT STRUCTURAL STEEL < b 1 b <I -r T&G FIRE-RETARDANT EXT PLYWOOD I 11/ 29 - 1/4Â· X 2-VERTICAL STEEL BALUSTER AT 4" 0 C 11" 71 -SHEET METAL- FLASHING.WRAP SUB-FASCIA CLIP * 1 .2 / & DRIP EDGE TO FLASHING I x 2 STEEL BOTTOM RAIL WELDED TO / / 0 ~ ~0~ TOP OF STRINGER, CENTERED f===4 /~ - TOP OF 3Â·x12- TS STEEL STRINGER. REF / 1- STRUCTU- ' - TOP AND BOTTOM BALUSTER / MATCH EXISTING. DRIP EDGE HEIGHT : , IS 1 x2 METAL It 1 1 NEW METAL SOFFIT SYSTEM. INSTALL WITH I BOTTOM FLUSH WITH COLUMN FLANGE NOSING REF 9/Al.3 TOP OF LANDING -COLD-FORMED METAL FRAMING SYSTEM, SEE 1- ~ STRUCTURAL FOR SIZING, SPACING. LEDGER, RIM, 2 X NAILER. PAINT BLACK AND END CONNECTIONS STEEL BEAM. REF STRUCTURAL 1% = = OVERHANG DIMENSION: MATCH EXISTING -STEEL COLUMN. REF: STRUCTURAL CONDITIONS AS NECESSARY OPPOSITE SIDES TO - 3' BY 12Â· MIN. PRE-CAST MATCH. OTHERWISE USE 1'-6 , VIF , CONFIRM WITH ARCHITECT CONCRETE TREAD - ELEVATION - GUARDRAIL - ELEVATION - SITE STAIR - SECTION DETAIL - STAIR -REPAIR DEMO ROOFING JOINT WITH FLEXIBLE < 1 j AT STRINGER, TYP. ( 2 j HANDRAIL, TYP. ( 3 j TOWER ROOF AT EAVE, TYP. / FLASHING MEMBRANE. MIN 12 EACH SIDE OF JOINT ~AS.23j SCALE 11/2 =1'-0 \421/ SCALE 1 1/2'=1Â·.0 ( AS.23 7 SCALE 112 =1'-0 Ir SINGLE-PLY ROOFING MEMBRANE SYSTEM 1 1 PERIMETER NAILER C Â¢ Â¢ 1/4~ GLASS MAT FACED GYPSUM COVER BOARD TAPERED INSULATION, ADJUST THICKNESS TO MATCH EXISTING ROOF ELEVATION AND TOTAL EXISTING ROOF DEPTH, SLOPE TO DRAIN LOCATIONIS , i 1 f * - PHENOLIC PANEL AND SUBKIRT ~ /05 &f T&G FIRE-RETARDANT EXTPLYWOOD -1-1/2Â· X 2-1/2- STEEL TOP RAIL, -1-1/2" X 2-1/2' STEEL TOP RAIL, MZTER 1 SYSTEM, SEE DETAILS 4&5 A/6.23 / 94419\Tift / STRUCTURAL FOR SIZING. SPACING, LEDGER, RIM. WELDED CAP AT ENDS. WELD TO TO ADJACENT RAL AT CORNERS AND 1, COLUMNS, TACK WELD TO WELDED CAP AT ENDS, SEE DETAILS 3 HORIZONTAL SUB-GIRT â€¢ - 84/AS.22 FOR END SPACING , - liÂ· DIA CONTINUOUS STEEL HANDRAIL, -COLD-FORMED METAL FRAMING SYSTEM, SEE | 1 SEE SECTIONS AND PLANS FOR 1 _,--HORIZONTAL METAL SUBGIRT (BLACK 11/2- MIN / EXTENSION DIMENSIONS AND END CONNECTIONS t-- COLOR) ATTACHED TO STRUCTURAL .=5/ 1 STEEL. VERIFY IN FIELD REQUIRED 33 ~ DEPTH (1Â· TYP.) FOR ALIGNMENT WITH -04 k/ k x 2- STEEL TOP SUPPORT BETWEEN ADJACENT MATERIALS. VERIFY WITH ARCHITECT, 33> 1 VERTICALS -t TIG FIRE.RETARDANT EXT PLYWOOD ~ - t x 1 STEEL HANDRAIL 4 BRACKEL 1 PER EACH INSIDE ~ -VERTICAL PHENOLIC PANEL FNME FACE OF VERTICAL BALLISTER SYSTEM (BLACK COLOR) - SPACING. DETAILS. AND ACCESSORIES BY AND 1 PER EACH INSIDE FACE OF I .. COLUMN FLANGE PHENOLIC PANEL MANUFACTURER- 'b r-LJkikt VERIFi IN FIELD REQUIRED DEPTH (1~ 4 TYP.) FOR ALIGNMENT WITH ADJACENT MATERIALS, VERIFY WITH ARCHIECT - 1/4' X 2 HORIZONTAL SUPPORT, 4 ~ -SLIP-RESISTANT DECK FINISH . SLOPE 19 -SLIP-RESISTANT DECK FINISH - SLOPE -=--11/ LOCATE AT MID-POINT BE1WEEN VERTICALS, SLOPE W/STRINGER Seal SURFACE TO DRAIN AWAY FROM 29 SURFACE TO DRAIN AWAY FROM EXISTING BUILDING EXISTING BUILDING m - DOUBLE 1/4' X 2- VERTICAL --NEW METAL SOFFIT SYSTEM. INSTALL W!TH -.-~ STEEL BALLISTERS SPACED 4 h N BOTTOM FLUSH WITH COLUMN FLANGE , 1 1 9 DC APART, LOCATE EQUAL , ~ ~--5-5Â· STEEL AND CONCRETE COMPOSITE ~I -5Â· STEEL AND CONCRETE COMPOSITE : DISTANCE BETWEEN COLUMNS ~\ L DECK, REF STRUCTURAL, CONCRETE DECK, REF STRUCTURAL,CONCRETE WITH MAXIMUM 60' HANDRAIL COLOR TO MATCH EXISTING. V.!.F.. TYP COLOR TO MATCH EXISTING, .~FÂ· .TIP SPAN 1 PRELIMINARY ~ 64102 X NAILER. PAINT BLACK -FACE OF PERIMETER ANGLE FLUSH WITH 211/16- 4 COLUMN CENTERLINE. REVERSE LEG 1 E - 6Â·*2Â· STEEL BOTTOM SUPPORT DIRECTION TO SUPPORT GUARDRAIL 1 >/ BETWEEN VERTICALS, WELD TO TOP - SECTION DETAIL - STAR -\L~ STEEL BEAM, REF: STRUCTURAL Fiza oF STRINGER 7 TOWER ROOF AT EXISTING, TYP. STEEL COLUMN, REF. STRUCTURAL ~ ~FACEOFPERIMETERANGLEi*To W/WASHER TOP & BOTTOM AND i - - 3-*12Â· TS STEEL STRINGER A6.23 SCALE 11/2" =1Â·-0" ~ x 2 jâ€¢ GALVANIZED STEEL BOLT h -EXISTING WALL WITH NEW OR EXISTING OUTSIDE OF COLUMN CENTERLILNE DRAINAGE SPACER BETWEEN ANGLE AN[ | /- REF STRUCTURAL FINISHES, CONDITIONS VARY- SEE ELEVATIONS ~-BOTTOM RAIL, 24- 0.C. MIN 1 E AND WALL DETAILS 1 # DATE ISSUED FOR Â¢ x 7 STEEL BOTTOM RAIL, HOLD F MIN <I~k ...1 , 07.29.15 LAND USE APFLIC. FROM FACE OF PERIMETER ANGLE 1-ki . 11 ~ i , 1 ., ,\ .1 : 1-Â·- 77-n a r-~DOUBLE-FACED PHENOLIC PANEL , r ~i - METAL FILL PIECE AT BEAM FLANGE AS ~=- - - TREAD. REF STAIRAILS SYSTEM INSTALL PER MFR. REQ IN ' NEEDED FOR BOLT ATTACHMENT ALL RESPECTS - COLOR / PATTERN | AND REVEALS PER OWNER ~1 SELECTION. VERIFY JOINT LAYOUT & 1, PATTERN WITH ARCHITECT, TYP E --- COLUMN, REF: STRUCTURAL r~ VERTICAL FHENOLIC PANEL FRAME , % PAINT TO MATCH- PAINT TO MATCH =21 ~ SYSTEM (BLACK COLOR) - SPACING, FACE OF PERIM~~- DETAILS, AND ACCESSORIES BY , 3 STRUCTURAL STEEL, TYP - STRUCTURAL STEEL. TYP PHENOLIC PANEL MANUFACTURER - 1 MNGLE 1 3. TO VERIFY IN FIELD REQUIRED DEPTH (1 OUTSIDE OF COLUMN 111 / TYP ) FOR ALIGNMENT WITH ADJACENT I-~ E AND REVEALS PER OWNER 3- 4 1 r,J--- CENTERLILNE : 1*sue Date b, STEEL BEAM, REF: STRUCTURAL- DOUBLE-FACED PHENOLIC PANEL MATERIALS, VERIFY WITH ARCHITECT , Â· -~STEEL BEAM REF: STRUCTURAL- n\\ 1. Draw,ng ./ SYSTEM INSTALL PER MFR REQ IN STEEL COLUMN. REF STRUCTURAL ALL RESPECTS - COLOR / PATTERN ~--STEEL COLUMN, REF. STRUCTURAL. 116 L DEPTH (1â€¢ TYP.) FOR ALIGNMENT WITH RAIL DETAILS STEEL. VERIFY IN FIELD REQUIRED j--~ SELECTION VERIFY JOINT LAYOUT & Construc~on - HORIZONTAL METAL SUB-GIRT (BLACK COLOR) ATTACHED TO STRUCTURAL , STAIR, DECK, & PATTERN WITH ARCHITECT, TYP. ENSURE JOINT ALIGNMENT AROUND ADJACENT MATERIALS VERIFY WITH CORNER ~~~~j1~~~222~gTINUC,US*VERTICALREVEAL-DO Sheet# NOT STAGGER PANELS, ENSURE HORIZONTAL JOINT ALIGNMENT AROUND CORNER , /~\ SECTION DETAIL - PHENOLIC /~1 SECTION DETAIL - METAL - SECTION DETAIL - METAL - PLAN DETAIL - PHENOLIC ( 4 j PANEL GUARDRAIL AT STAIR LANDING f 5 j GUARDRAIL AT STAIR LANDING, TYP. ( 6 j HANRAIL AT STRINGER/PANEL, TYP, ( 8 j PANEL GUARDRAJL AT LANDMNG A6.23 ( A6.23 / SCALE 11/2Â· = 1'-0- 4 A6.23 j SCALE 11/2=1'-0- (Aâ‚¬.23 7 SCALE 1 1/2 = 1-0 \ A6.23 7 SCALE: 11/2" =1Â·-0 1 - CEÂ©Â¥Â¥4 20. ~ff;?Â» 3%09<145*:9*~>Ice ./ s....tt>AWS....I-&.... */I/-.#",-I WAINIWOONO) 3[IN3AV Hldli lS 11IM HlnOS 008 1818 00 'N3dSV 3'-6Â· ALL GUARDRAILS 30-0Â· ALL HANDRAILS ~9~*X~*~XW.I. I '7 11 411 E. 1~m I *PEIL CO 11611 (770) Â¥15Â·1831 EXISTING WALL - V.IF EXTENT AND EXISTING WALL -VI F EXTENTAND - DEPTH OF DEMO OF EXISTING FINISH - DEPTH OF DEMO OF EXISTING FINISH - EXISTING FRAMING VARIES - SHOWN PROVIDE A SOUND. CLEAN, AND DRY - EXISTING SITE-STOPPED FIXED PROVIDE A SOUND. CLEAN, AND DRY FOR REFERENCE ONLY SUBSTRATE SUBSTRATE ' GROIJP WINDOW ~ VA ~,iÂ· ~ - GLAZING -RE-GLAZE EXISTING WINDOWS PRIOR INTERIOR | | ~'~~~~~~ EXTERIOR ~ 1 WEATHER BARRIER PER PANEL MFR architects TO MEME~NE AND CLADDING, GLAZE AFTER ~THER BARRIER PER PANEL MFR. - BRAKE METAL WRAP, TYP 14/ REQ 1/1 - BUTYL TAPE & SILICONE BED ~ ~ ~ ~~ SYSTEM - SPACING. DETAILS,AND . -8/ SYSTEM - SPACING, DETAILS, AND t- VERTICAL PHENOLIC PANEL FRAME E - VERTICAL PHENOLIC PANEL FRAME , rN BRAKE METAL FLASHING OVER ACCESSORIES BY PHENOLIC PANEL ACCESSORIES BY PHENOLIC PANEL 1 1 1 Y BRAKE METAL FLASHING OVER EXISTING FRAMING + MANUFACTURER - VERIFY IN FIELD ! , MANUFACTURER - VERIFY IN FIELD 1 ~ 2Â§ EXISTING FRAMING - ATTACH UNDER 1 EXTERIOR REQUIRED DEPTH (1Â· TYP ) FOR INTERIOR ~ ~ ; EXTERIOR REQUIRED DEPTH (1 TYP.1 FOR INTERIOR || | SHIP-LAP MOUNTING CLIP r - ALIGNMENT WITH ADJACENT 3 - ALIGNMENT WITH ADJACENT E/- MATERIALS, VERIFY WITH ARCHITECT r MATERIALS. VERIFY WITH ARCHITECT Z rtu~14~WRAP MEMBRANE AROUND EXISTING -t~' ZE i $ INTERIOR - ~ EXTERIOR LU FRAMING F--x z**vp,1 HORIZONTAL METAL SUB-GIRT (BLACK HORIZONTAL METAL SUB-GIRT (BLACK - -W.,1 COLOR) ATTACHED TO EXISTING | COLOR) ATTACHED TO EXISTING ~-- - ~l, WRAP MEMBRANE AROUND EXISTING STUDS VERIFY IN FIELD REQUIRED STUDS. VERIFY IN FIELD REQUIRED JI - -17~ EXPOSED FASTNER. INSTALL WITH 1 I +E i ADJACENT MATERIALS VERIFY WITH ADJACENT MATERIALS VERIFY WITH ~ FRAMING DEPTH (1 TYP ) FOR ALIGNMENT WITH DEPTH (1Â· TYP ) FOR ALIGNMENT WITH \ CONSISTENT SPACING AT CORNERS, ARCHITECT. i\- ARCHITECT 11 I ~ MID-POINTS, AND/OR O C SPACING. TYP. 11 Al~ 1 - PHENOLIC PANEL SYSTEM. INSTALL PER -. PHENOL]C PANEL SYSTEM. INSTALL PER ~L- BRAKE METAL TRIM EXPOSED FASTNER, INSTALL WITH MFR REQ IN ALL RESPECTS -COLOR ~ MFR REQ IN ALL RESPECTS -COLOR / CONSISTENT SPACING AT CORNERS. &' PATTERN AND REVEALS PER OWNER PATTERN AND REVEALS PER OWNER SHIP-LAP METAL RE-CLAD SYSTEM. \~ MID-POINTS, AND/OR O.C SPACING, TYP SELECTION VERIFY JOINT LAYOUT & SELECTION VERIFY JOINT LAYOUT & 11 0- SEE PLAN DETAIL -- GLAZING - RE-GLAZE EXISTING WINDOWS PREOR PATTERN WITH ARCHITECT. TYP. PATTERN WITH ARCHITECT TYP TO MEMBRANE AND CLADDING, GLAZE AFTER - 1 HOUR FIRE RATED EXTERIOR BRAKE METAL WRAP, TYP. SEE UL DESIGN NO. 364 SHEATH!NG (DENSGLASS OR EQUIVALENT) APPLIED OVER EXISTING SHEET DETAIL 11/9.1 FOR WALL COMPLETE DESCRIPTION - TYPICAL SECTION DETAIL - TYPICAL SECTION DETAIL - WALL ASSEMBLY - WALL ASSEMBLY < 1 j FLASHED HORIZ 2X SILL & HEAD ( 2 j FLASHED 2X WINDOWSILL & HEAD ( 7 j PHENOLIC PANEL OVER EXISTING WALL, TYP. < 8 j PHENOLIC PANEL OVER EXISTING WALL, TYP, SCALE 3=1'4 ( A91 7 SCALE 3 = 1'-Ow ( Ag.1 j SCALE 3=1'4 ~A91 7 SCALE: T = 1'-0- (WHERE SIDING REMOVED - 1 HOUR RATING) SHIP-LAP METAL RE-CLAD SYSTEM, - SEE PLAN DETAILS & DETAIL 1/A91 11 1 1 11 4 11:1 ~ SHIP-LAP METAL RE-CLAD SYSTEM. SEE PLAN DETAIL FLASHING OVER STEP-FLASH1NG, 1 Im: 11 tÂ« - ATTACH FLASHING UNDER SHIP-LAP ~ 1 SYSTEM CLIP ~ 11 114/~ A WRAP MEMBRANE OVER FRAMING AND 1 11 11 BEHIND LEDGER, OVERLAP TOP OVER EXISTING WALL - FULLY DEMO ALL i - BOTTOM & OVER FLASHING, TYP - EXISTING STUCCO OR COMPOSITE E - EXISTING SITE.STOPPED FIXED SIC)ING FINISH AND PROVIDE A SOUND, i INTERIOR EXTERIOR D / WIDOW SEE DETAIL 10/A6.3 FOR DECK CLEAN. AND DRY SUBSTRATE ~ 2 / r-= GLAZING -RE.GLAZE EXISTING WINDOWS PRIOR 1 1 1/ 3.;..7. I CONSTRUCTION / ~~~~~â€ž00- WRAP MEMBRINE OVER CLIP 2 / / BRAKE METAL WRAP, TYP . 4.%/:4 4-b + / / TO MEMBRANE AND CLADDING, GLAZE AFTER YL .1 i 1 HOUR FIRE-RATED EXTERIOR . 1 SHEATHING (DENSGLASS OR s ~ ~ ~ - BUTYL TAPE & SILICONE BED 11 lili/1/11111111:1111 lili WALL EQUIVALENT) APPLIED OVER EXISTING + BRAKE METAL. FLASHING OVER J EEXISTING FRAMING - ATTACH UNDER 6 ~ ~ ~ /J~- BRAKE METAL FLASHING OVER ~ ~ -/ . I SHIP-LAP MOUNTING CLIP EXISTING FRAMING 11 / / FRAMING , LEDGER AND FFIAMING CONSTRUCTION PLASTIC AS NEEDED TO ALIGN SYSTEM ~ / -WRAP MEMBRANE AROUND EXISTING - SEE STRUCTURAL FOR COLD.FORMED METAL - STUCCO SYSTEM OVER FOAMED & Il WITH ADJACENT MATERIALS k 11 *9 2 FLASH. TERMINATED, AND INSTALL PER ~ MFR. REQ, IN ALL RESPECTS 4STALL WITH 73FF~~ -- INTERIOR ~ EXTERIOR ---_-alk _A| EXPOSED FASTNER, INSTALL WITH -RAP MEMBRANE AROUND EXISTING ~ . AT CORNERS. 41\v- 7 ) C. SPACING. TYPI 1~y=t, ~\ CONSISTENT SPACING AT CORNERS, 1 - I. FFU~MING SEE UL DESIGN NO. 364 ~ ~~ MID-POINTS, AND/OR 0.C. SPACING, TYP 2 \ \-- EXTEND FLASHING AND WEATHER BARRIER TO TERMINATE EXPOSED FASTNER, INSTALL WITH _J WL SHEET DETAIL 11/9.1 FOR 11 AT JOINT - AT INÂ·SWING DOORS: EXTEND FLASHING TO STOP FLASH OVER REVEAL & BEHIND SOFFIT ~ AT WINDOW TRIM - APPLY CONTINUOUS BEAD OF SEAL.ANT CONSISTENT SPACING AT CORNERS. 7 COMPLETE DESCRIPTION MID-POINTS, AND/OR O.C. SPACING, TYP -- SYSTEM BRAKE METAL TRIM ~ - METAL- TRIM ~ SHIP-LAP METAL RE-CLAD SYSTEM. INTERIOR ~ EXTERIOR ~ OPERABLE WINDOW SHOWN FOR ----~ SEE PLAN DETAIL ~ REFERENCE ONLY - AS-BUILT ~ CONDITIONS MAY VARY 11 411 11 It*~ - FIELD CONDITIONS VARY, ADD 2X REVEAL AS NEC - LINE OF IN-SWING DOOR - WEATHER-STRIPPING NOT SHOWN FOR - SHIP-LAP METAL RE-CLAD SYSTEM, CLARITY 11 418 SEE PLAN DETAILS & DETAIL 1/A9.1 /~h TYPICAL SECTION DETAIL - TYPICAL SECTION DETAIL - TYPICAL SECTION DETAIL /~~\ WALL ASSEMBLY , / 3 \ FLASHED EXST WINDOW/DOOR HEAD / 4 j FLASHED EXST WINDOW SILL ( 9 j BRAKE METAL & FLASHING AT DECK LEDGER 4 10 1 STUCCO SYSTEM OVER EXISTING WALL, TYP. Se' AS.1 f SCALE 3 =1'4 211/ SCALE 3 =1'4 uy SCALE 3. = 1.-0" < A91 j SCALE 3Â· = 1'-0Â· (WHERE SIDING REMOVED . 1 HOUR RATING) I\-/,1/'.911.Ij" 1:, :. ' I.\RJ. N PRELIMINARY A M . HiÂ·/ Re,i,t:ince 14:iting, - 0\NIÂ·t I 363 H+I'NI>.11' 1. EXISTING FRAMING VARIES - SHOWN RU V - lire Reght;ince' Ratirli~ W { A'1 1.< -M< Crillird fi,1 i FOR REFERENCE ONLY alj 14$4 .(A h, jigicul xua:': Bri t.:KiÂ· / anatia 1 1 %1, ..~~4 ..,/.b:,JI /Irl.'o,-'-iiI-/i---1-1'{06 A '...."au 'I~Iar'll,â€¢1â€ž - t :>ft:,iii;...: :4:<! ~ # DATE ISSUED FOR INTERIOR | 1 11 EXTERIOR . ' ' I' p.4,1, |tÂ«6~tl ' 1â€¢ I~ '|'<~ ~Â·I â€¢ ./ - SHIP-LAP METAL RE-CLAD SYSTEM, DeÂ·ell ., 1 ./. ''' 07.29. I5 LAND USE APPUC SEE PLAN DETAIL 111211 '....(Al~T//<.' â‚¬.i: ~k'Â·:'1JI-I 1'.0/1 'll-Il~)~~4' '. 1 1 8#\ ./. Â¢.."'/1 / 1 WRAP MEMBRANE OVER CLIP 1, t.,1â€ži' 1;"I..... .441} L. ,â€ž. , 1 BRAKE METAL FLASH1NG OVER 84%,el @Ii U 'll'.fin: - 1 lii 11 I. ... ~- EXISTING FIUMING -ATTACH UNDER '. .,â€¢, e,Wuzed,iâ€¢ta.1~i~,4d Je,$2,1.rihu.iulhail$~,1#!innu41,~t.I~rÂ»i:h~lilÂ»ind , " ..11 ./ 1'.'ifiriÂ« 1 4*a.o .'â€¢ .irl,/UnrÂ·Â· a â€ž â€ž* â€žI f ./.1.i./iral r,iÂ¢erÂ· | 2, SHIP-LAP MOUNTING CLIP ' ' i. 2 " =Drugu #160di. i 'â€¢r ./.lilÂ· e.Â·,p.Â·%11/ I: I in.i, ~Â¢.,I. 14~ZK,i \InbÂ·41 a . ...u. 1 I ..i:'(mn flilt .1 . u.li! h ' ili,dr 11'k ' ..1 {1>1 1 t......i. 1411$[)!/6.....il.'Plit~Il.,(11 I i 1â€¢UHUBÂ¢Ill~i~,j'liomilit j(,DH~1'Ubeat'q t, lip LA- WRAP MEMBRANE AROUND EXISTING .....ill..... ./.-.,1, i./1 f '.,IN.i'/--ill...*.Il'Impl~~I. FRAMING D ' In*tim/'.4 Mili Â·Â·Â· - I 1 '.1.1,1.1, 1. /. 6, .1.i' 1 4. . ~o' Â·. '..> ; k>:, R .....d ./.i 1 4 \\ - BRAKE METAL TRIM 1 lir.1Lk Ce-trulon , I.h I,,11, and ...b' 8/3./ --Â·4 h r.*..6:â‚¬ r. la pu Â·~ , , lesue Date 11, '.1," KI.H.'/11 ....1 | Drawing./ 64 3 + beÂ·,~te t.*Â« .2. 4.,0.J Vol \ 1. -~ F. . 1,1~.1 , EXTERIOR CLADDING - SEALANT BED .' t// 3.1 '...1 4.'. 4. 1 K ' I I I N{ OR"\f, ! f>Ul l"' I '1 UM 1 f + 1 "Il lili ..1. /.ilill 'Imb lwar the Â¢ 1 1./. 1 ' t.,Gra>In .4. for ./id...... , DETAILS EXISTING OUTSWING DOOR - TRIM . DOOR EDGE AS REQUIRED TO ACHIEVE P UU O BI 11 RAN â„¢<, 4,I I I.! I , 1,1; t 1Â·~ It{ {i~ *' 1 PROPER FIT AND SEAL (WEATHER ' ~ ~ ~ L' ~\ STRIPPING NOT SHOWN FOR CLARITU â‚¬ U<1.]/1 i L./. 1\46& / 'IL.F......hn, 1 < I ~'c. 1 '.0 , #4' : 1 111 1.4 I } '<K .' 1 1,! ~. ' I - WALL ASSEMBLY ' Â·' 1'â€¢M. |*1'41 ~1~ 4/, 16ii LII { 6.1.i .. ' r.1$>n 114â€¢,Â· 4 Â¢1~ â€¢1 . r 11 1 ANSI/UL 263 DESIGN NO. U364 /~\ TYPICAL SECTION DETAIL . irÂ· ..1 11>1 'A '4 1, .1,0 L. 1 911 1.: . Â· 1 ;f, Â· - ....8~1/ a. Â·i.~ ~ I I i . :i l A91 / SCALEÂ· NTS , . . ...'IM'll'/'/11'/1:' :Id'~â„¢I i.Â·1/I'll A9.1 < 5 j FLASHED EXST OUTSWING DOOR HEAD ( A9.7 SCALE 3- = 1 0 15 Tll H.LAOS 008 Hd - SWAINIWOONO) 3fIN3AV Hillj ~ LINE OF IN-SWING DOOR - WEATHER STRIPPING NOT SHOWN FOR CLARITY WEI! CO *1611 4lt E. MD.In St I /--- EXISTING FRAMING VARIES - SHOWN r- EXISTING FRAMING VARIES - SHOWN -1 - OPERABLE WINDOW SHOWN FOR (970) 11Â§-la31 I ~ FOR REFERENCE ONLY FOR REFERENCE ONLY REFERENCE ONLY - AS-BUILT f \\ - EXISTING WALL V.LE EXTENT AND CONDITIONS MAY VARY INTERIOR ~ DEPTH OF DEMO OF fEXISTING FINISH. L _ - INTERIOR _~ INTERIOR INTERIOR /- EXISTING FFWilING VARIES - SHOWN PROVIDE A SOUND, CLEAN, AND DRY SUBSTRATE | GROUP ~ FOR REFERENCE ONLY architects , WEATHER BARRIER PER PANEL MFR REQ. 1\ /0 &<- EXISTING SITE-STOPPED FIXED ~-- EXISTING SITE-STOPPED FIXED ----94 MATERIALS VER1FYWITH ARCHITECT. O -HORIZONTAL METAL SUB-GIRT (BLACK COLOR) G ! 'fp = - t/,- WRAP MEMBRANE AROUND EXISTING FRAMING / ATTACHED TO EXISTING STUDS. VERIFY IN FIEL D . 00 - 1 4,- /ltv 1 , REQUIRED DEPTH (1Â· TYP ) FOR ALIGNMENT WITH O WINDOW 1. ,1 ' Z UJ VERTICAL PHENOLIC PANEL FRAME SYSTEM . 0 GLAZIG -RE-GLAZE EXISTING WINDOWS PRIOR GLAZING - RE-GLAZE EXISTING WINDOWS PRIOR A 17--nt- SPACING. DETAILS. AND ACCESSORIES BY I TO MEMBRANE AND CLADDING, GLAZE AFTER 1Â« 1 To MEMBRANE AND CLADDING, GLAZE AFTER < ~ ~,7~,4 ~IW'l \2~ BREAK METAL WRAP, TYP 0.4 Pr~~11 -'1 \\1 BREAKMETAL WRAP, TYP. EXTERIOR ~ | PHENOLIC PANEL MANUFACTURER - VERIFY IN 1 FIELD REQUIRED DEPTH (1Â· TYP.}FOR ALIGNMENT SHIP.LAP METAL RE-CLAD SYSTEM, k SEE SECTION DETAIL 3>< 1 e \~ ~- BUTYL TAPE \ | WITH ADJACENT MATERIALS, VERIFY WITH , 4 -141 ~F 7-~12=13 1 1 11 HORIZONTAL- JOINT ALIGNMENT LÂ· CORNER TRIM, HORIZONTAL i \ \ 1 L EXPOSED FASTNER AS NEEDED, INSTALL ~ ~ ~- EXPOSED FASTNER AS NEEDED, INSTALL 3 :1 IN\ ARCHITECT DIMENSION = 1' \ \ ~ WITH CONSISTENT SPACING AT CORNERS, \ \ WITH CONSISTENT SPACING AT CORNERS, -CONTINUOUS VERTICAL REVEAL .DO x~~ ~*3< BRAKE METAL. TRIM CAP \~ ~ ~ MID-POINTS, AND/OR O.C SPACING. TYP NOT STAGGER PANELS, ENSURE , KN ZI SEAL.ANT BED \ L WRAP MEMBRANE AROUND EXISTING -- L AROUND CORNER I FF~AMING ~ ~ FRAMING EXTERIOR -- BRAXE METAL FLASHING - EXTEND TO F:OR'SPAN 12Â·OR SS ~ PHENOLIC PANEL SYSTEM, INSTALL PER flÂ« EXTERIOR \ ~- BRAKE METAL TRIM CAP L BRAKE METAL TRIM CAP MFR REQ IN ALL RESPECTS -COLOR i DOOR STOP EXISTING OUTSWING DOOR - TRIM PATTERN AND REVEALS PER OWNER DOOR EDGE AS REQUIRED TO ACHIEVE SHIP-LAP METAL RE-CLAD SYSTEM, EXTEND FLASHING AND WEATHER SELECTION VERIFY JOINT LAYOUT & P{ SEE SECTION DETAIL PATTERN WITH ARCHITECT, TYP SHIP-LAP SYSTEM AT SPANS 12~ 04 MORE PROPER FIT AND SEAL- (WEATHER BARRIER TO TERMINATE AT WINDOW STRIPPING NOT SHOWN FOR CLARITY) TRIM - APPLY CONTINUOUS BEAD OF SEALANT AT JOINT - AT IN-SMNG DOORS: EXTEND FLASHING TO STOP - TYPICAL PLAN DETAIL - TYPICAL PLAN DETAIL - TYPICAL PLAN DETAIL - TYPICAL PLAN DETAIL / 2 j METAL RE-CLAD TO WINDOW JAMB ( 3 j METAL RE-CLAD AT DOUBLE VERTICAL 2X WINDOW JAMB / 4 j PHENOLIC PANEL AT INSIDE CORNER , ( 1 j METAL RE-CLAD TO OUTSWING DOOR JAMB \A9.2 7 SCALE 3-1-0 \<N/ SCALE 3. = 1.-0. \42/ SCALE 3 =1'4 <A9,2 j SCALE. 3=1'-0 | 11 I r EXISTING WAL.L -VIF EXTENT AND EXISTING WALL .VIF EXTENT AND , DEPTH OF DEMO OF EXISTING FINISH. DEPTH OF DEMO OF EXISTING FINISH CONDITIONS VARY - COORDINATE PROVIDE A SOUND, CLEAN, AND DRY 1 TERMINATION DETAIL WITH TYPICAL INTERIOR SUBSTRATE DEPTH OF DEMO OF EXISTING FINISH ~ ~Eg;ESOUNDÂ· CLEAN' AND DRY r-= EXISTING WALL - V.1.F EXTENT AND 1 1 INTERIOR 11 94 111 2~-m==2 11 DETAILS IN FIE~__ ~~ AMSA~LUN~ FL~E~DA~I PROVIDE A SOUND. CLEAN AND DRY 1\N<tt. DEPTH OF DEMO OF EXISTING FINISH. SUBSTRATE , ,~ i INTERIOR | SUBSTRATE x--WEATHER BARRIER PER PANEL MFR 4 REQUIRED DEPTH (1Â· TYP.) FOR ALIGNMENT WITH A /1 1 5 =2~121~PANELMFR ~~ REQ | 1 9 r-WEATHER BARRIER PER PANEL MFR ~Â·Â·- WEATHER BARRIER PER PANEL MFR . 1Â»"- -HORIZONTAL METAL SUG-GIRT (BLACK COLOR, _ _ _ 1 - HORIZONTAL METAL SUB-GIRT (BLACK ATTACHED TO EXISTING STUDS. VERIFY IN FIELD . t~~~1""~ COLOR) ATTACHED TO EXISTING STUDS VERTICAL PHENOLIC PANEL FRAME SYSTEM /1 M t ~~i f_ HORIZONTAL METAL SUB-GIRT (BLACK REQUIRED DEPTH (1- TYP ) FOR ALIGNMENT WITH ~ EXTER]OR / /LIL-j\ VERIFY IN FIELD REQUIRED DEPTH (1 TYP ) SPACING, DETAILS, AND ACCESSORIES BY 1 ~ ~ 739~2~-~I~~~~~~f-,-:C COLOR) ATTACHED TO EXISTING STUDS. i .../.y h~:/ F.-Ing,/-'ll> ADjACENT MATERIALS VERIFY WITH ARCHITECT, 7Toâ„¢~~ ~0â„¢*~ MATERIALS. VERIFY WITH ARCHITECT, FIELD REQUIRED DEPI H (1 TYP.) FOR ALIGNMENT 4 VERIFY IN FIELD REQUIRED DEPTH (1* TYP ) 6-==U 1. 1- FOR ALIGNMENT WITH ADJACENT Â·r-r-r- r WITH ADJACENT MATERIALS. VERIFY WITH , ~ FOR ALIGNMENT WITH ADJACENT PHENOLIC PANEL MANUFACTURER-VERIFY IN ' , I IN-L MATERIALS. VERIFY WITH ARCHITECT. EXTERIOR - VERTICAL PHENOLIC PANEL FRAME SYSTEM - EXISTING STUCCO O~ - VERTICAL PHENOLIC PANEL FRAME SYSTEM - ARCHITECT I SPACING. DETAILS, AND ACCESSORIES BY PHENOLIC COMPOSITE SIDING SPACING. DETAILS, AND ACCESSORIES BY ~FIE37-------~~E~~-~ Â°~~~ N 2311!Ei ---VERTICAL PHENOLIC PANEL FFUU,IE SYSTEM - PANEL MANUFACTURER - VERIFY IN FIELD REQUIRED PHENOLIC PANEL MANUFACTURER - VERIFY IN - SPACING, DETAILS, AND ACCESSOR]ES BY DEPTH (1 TYP ) FOR ALIGNMENT WITH ADJACENT BREAK METAL TRIM --~ ~ FIELD REQUIRED DEPTH (1 TYP ) FOR ALIGNMENT PHENOLIC PANEL MANUFACTURER - VERIFY IN MATERIALS, VERIFY WITH ARCHITECT WITH ADJACENT MATERIALS. VERIFY WITH ~\ NOT STAGGER PANELS, ENSURE FIELD REQUIRED DEPTH (1Â· TYP ) FOR ALIGNMENT METAL TRIM CAP, BLACK ~ ARCHITECT ~\~ HORIZONTAL JOINT AUGMENT | 1 \ PHENOLIC PANEL SYSTEM. INSTALL PER PHENOLIC PANEL SYSTEM, INSTALL WITH ADJACENT MATERIALS, VERIFY WITH -PHENOLIC PANEL SYSTEM, INSTALL PER , CONTINUOUS VERTICAL REVEAL - DO 41 ~L- \ MER. REQ IN ALL RESPECTS - COLOR / PER MFR. REQ IN ALL RESPECTS Â· ARCHITECT \ PATTERN AND REVEALS PER OWNER COLOR / PATTERN AND REVEALS PER MER REI IN ALL RESPECTS - COLOR / 1 -METAL TRIM CAP. BLACK PHENOLIC PANEL SYSTEM. INSTALL PER MFR REQ ]N \ SELECTION VERIFY JOINT LAYOUT & OWNER SELECTION VERIFY JOINT PAT1 ERN AND REVEALS PER OWNER , 1 ~- BREAK METAL FLASHING ALL RESPECTS - COLOR / PATTERN AND REVEALS PER \ PATTERN WITH ARCHITECT. TYP. SELECTION VERIFY JOINT LAYOUT & 1 LAYOUT & PATTERN WITH OWNER SELECTION VERIFY JOINT LAYOUT & PATTERN L WITH ARCHITECT, TYP METAL WINDOW TRIM ARCHITECT. TYP PATTERN WITH ARCHITECT. TYP -, TYPICAL PLAN DETAIL - TYPICAL PLAN DETAIL -) TYPICAL PLAN DETAIL - TYPICAL PLAN DETAIL < 5 j PHENOLIC PANEL TO WALL END CAP ( 6 j PHENOLIC PANEL AT EXISTING WINDOW / 7 j PHENOLIC PANEL TO EXISTING MATERIAL / 8 j PHENOLIC PANEL OUTSIDE CORNER SCALE 3Â· =1'-0 <A9.2 j SCALE 3=1'-0. %23,/ SCALE 3.1'4 (WHERE EXISTING SIDING REMOVED) ~219 SCALE, 3=14 Seal r--EXISTING WALL - V I.F. EXTENT AND PRELIMINARY \ DEPTH OF DEMO OF EXISTING FINISH \ PROVIDE A SOUND, CLEAN. AND DRY ~ SUBSTRATE WRAP MEMBRANE AROUND FRAMING ~ INTERIOR i ~ ~ INTERIOR EXISTING WALL - V.I.F EXTENT AND INTERIOR EXISTING WALL - V.1 F.EXTENT AND - 11>421 ---- 1 DEPTH OF DEMO OF EXISTING FINISH DEPTH OF DEMO OF EXISTING FINISH. ' -EXISTING SITE-STOPPED FIXED PROVIDE A SOUND. CLEAN, AND DRY v vi #-L ~~~THER BARRIERPER PANIEL MFR 3><4\ 4 ' PROVIDE A SOUND. CLEAN. AND DRY # DATE ISSUED FOR ~ SUBSTRATE 5/ WINDOW 6/1 / -WEATHER BARRIER PER PANEL MFR. V /4. 1- 07.29.45 LAND USE APPLIC SUBSTRATE 4 I f VAI / /7 REQ L_- - _~ ~i~ 11\ UFJ---- GLAZING - RE-GLAZE EXISTING WINDOWS PRIOR 3>7~--7r 7r__ ~ 1 N% // 1, IP<\ 1 TO MEMBRANE AND CLADDING, GLAZE AFTER - le--m |1 ,1,G~1*~'i-10-------23~~HORIZONTAL METAL SUB.GIRT (BLACKCOLOR) C ~z)<(-- -~.2--EE--EE-E---HORIZONTALMETAL SUB-GIRT(BLACKCOLOR) ~~\.l.~ BRAKE METAL WRAP. re I i / EXTERIOR REQUIRED DEPTH (1' TYP ) FOR ALIGNMENT WITH 1 T-T REQUIRED DEPTH (r TYP.) FOR ALIGNMENT WITH , i \ - BUTYL TAPE ~11 \ / ATTACHED TO EXISTING STUDS, VERIFY IN FIELD ,| * ATTACHED TO EX1STINIG STUDS. VERIFY INF,ELD .6.=/11 Pl- 1 \ 1 EXPOSED FASTNER AS NEEDED, INSTALL - ADJACENT MATERIALS VERIFY WITH ARCHITECT. ADJACENT MATERIALS VERIFY WITH ARCHITECT, 7Â« 1 , ' 1 2mEUCE 4 \ \21 MID-POINTS, AND/OR O.C. SPACING TYP ~ 7 METAL WINDOW TRIM W/1 LEG OVER VERTICAL PHENOLIC PANEL FRAME SYSTEM - | WITH CONSISTENT SPACING AT CORNERS, EXTERIOR EXTERIOR -VERTICAL PHENOLte PANEL FRAME SYSTEM Â· \\\ SHIP-LAP METAL ~ SPACING,DETAILS, AND ACCESSORIES BY \ SPACING, DETAILS, AND ACCESSORIES BY WRAP MEMBRANE AROUND EXISTING FRAMING \ \ L- Â·LÂ· CORNER TRIM, HORIZONTAL METAL TRIM PHENOLIC PANEL MANUFACTURER - VERIFY IN \ PHENOLIC PANEL MANUFACTURER - VERIFY iN FIELD REQUIRED DEPTH (1Â· TYP ) FOR ALIGNMENT ~ P BRAKE METAL TRIM CAP DIMENSION=1 CAP BLACK ~ WITH ADJACENT MATERIALS, VERIFY WITH \ WITH ADJACENT MATERIALS, VERIFY WITH , Cor/My \~\- METAL. TRIM CAP, BLACK NEW 2X2 REVEAL, SEE ELEVATIONS ~ ~,~/ NEW 2X2 REVEAL, SEE ELEVATIONS ARCHITECT ~~ \ FIELD REQUIRED DEPTH (1Â· TYP.} FOR ALIGNMENT ~ ARCHITECT 1=e [late --BRAKE METAL TRIM CAP ~ ~L- BRAKE METAL TRIM CAP PHENOLIC PANEL SYSTEM. INSTALL PER ~-PHENOLIC PANEL SYSTEM INSTALL PER ; Dmwi. T~le PHENOLIC PANEL SYSTEM, INSTALL PER --HORIZONTAL METAL SUB-GIRT (BLACK COLOR) ATTACHED TO EXISTING MFR REQ IN ALL RESPECTS -COLOR / MFR REQ IN ALL RESPECTS -COLOR / / - 'L CORNER TRIM. HORIZONTAL- â€¢ MFR REQ IN ALL RESPECTS - COLOR m \ STUDS. VERIFY IN FIELD REQUIRED DEPTH (1" TYP ) FOR ALIGNMENT PATTERN AND REVEALS PER OWNER PATTERN AND REVEALS PER OWNER 1 EXTERIOR (LADDING PATTERN AND REVEALS PER OWNER ~ WITH ADJACENT MATERIALS VERIFY WITH ARCHITECT, / DIMENSION = 1 L___ SELECTION. VERIFY JOINT LAYOUT & SELECTION VERIFY JOINT LAYOUT & METAL WINDOW TRIM W/1Â· LEG OVER PATTERN WTTH ARCHITECT, TYP. PATTERN WITH ARCHITECT. TYP DETAILS & ASSEMBLIES SELECTION VERIFY JOINT LAYOUT & -I VERTICAL PHENOLIC PANEL FRAMEE SYSTEM - SPACING. DETAILS. SHIP-LAP METAL PATTERN WITH ARCHITECT. TYP I AND ACCESSORIES BY PHENOLIC PANEL MANUFACTURER- VERIFY IN FIELD REQUIRED DEPTH (1Â· TYP.) FOR ALIGNMENT WITH I' Sheet# ADJACENT MATERIALS, VERIFY WITH ARCHITECT ' - WALL ASSEMBLY - TYPICAL PLAN DETAIL -, TYPICAL PLAN DETAIL - TYPICAL PLAN DETAIL ( 9 j PHENOLIC PANEL TO EXISTING WINDOW REVEAL (10 j METAL RE-CLAD AT WINDOW & ADDED 2X VERT. AT CORNER ( 11 j PHENOLIC PANEL W/ADDED 2X VERT. AT METAL RE-CLAD 12 PHENOLIC PANEL TO INSIDE CORNER EXISTING SIDING <A92 7 SCALE 3=1'-CÂ· (A9.2 j SCALE 3 = 1'-0 ( A9-2 j SCALE 3 =1Â·-0- A9,2 SCALE 3=1'-0 A9.2 cW.I. 2016 2-Gle' Archit.* 3***%9393*Flm~ ' 10* 'lmi~ '~ 4591*#M'EN'Anymw..:Ar:***0*-Pp 3. *wr-sQQ-82 "*~*99*)1*ge***092/% ./<:> 12 . .r ~R~~< 8~~7%~~4,3}~Fe~ }11 1 k,1@E{*1 LL9L 1 lw HinOS 008 Z 35Â¥Hd - SWAINIWOONO) 3AN3AV Hldll *t 411 E. M. k 1.1111111111111111111,111 111 ,/ 1 ASPE. 0,1611 N. (Â¥101,23+1132 - ICE & WATER SHIELD. aP 1'-3 7/8" , 11-3~30Â« 1 /,4 L - MIN 3Â· X 3" FLASHING ATWALL, TYP COLOR TO -TOP TO REMAIN OPEN GROUP ~ 1 ' MATCH FASCIA T .. i... u 1- 12 GA 328Â· 0 PERFORATED GALV. FLOOR PANEL ~ rchitects 1. I % I p - LAP SEAM MTL. ROOF OVER ICE & WATER -EXISTING FLUE(S) . 1 --. SHIELD OVER 3/4~ PLYWOOD, TYP, CONT. [-d<- - - $ m' ~ SHIELD DOWN BACK OF LOCKER, COLOR 1-4 1 | ! - --7- CHIMNEY SHROUD BY WOODLAND 09 / 11 I TO MATCH FASCIA | PHENOLIC PANEL EXTERIOR SKI LOCKER DIRECT OR APPROVED ALTERNATE, 1 / 1/ ~ COLOR TO MATCH FASCIA, PROVIDE 1- 11 - - SYSTEM BY "FOREMAN LOCKER SYSTEMS~ OR . SHOP DRAWINGS FOR EACH LOCATION â€¢MAINTAIN 1/8Â· - 3/16Â· REVEAL ATALL EDGES i / APPROVED EQUAL, PROVIDE SHOP DRAWINGS. 4-_--r-1 -1~ CONSTRUCT & INSTALL PER MFR. REQ \ NOTE: CHIMNEY SHROUDS TO BE 4-~ 10 - P ~ -- j , lif Â· ALL WOOD TO BE PAINTED W/ EPOXY PAINT. ~AND LABELED FOR USE WITH SPECIFIC~ f- '1 - PHENOLIC PANEL EXTERIOR SK! LOCKER i ~ I ~~ . SYSTEM BY Â·FOREMAN LOCKER SYSTEMS- OR /E ///0- 71CTORY-BUILT CHIMNEY SYSTE 0 1 APPROVED EQUAL. PROVIDE SHOP , ANCHOR LOCKERS TO EXISTING WALL. TYP. 3/8' 7 1 1 INST*bLED PER MANUFACTURER'-- ' 1 BOLT W/ SLIP JOINT & 1/2'SLOT. 9,1,Illu \ ~-----'4-miTE- ~ Â· CONSTRUCT & INSTALL PER MER. REQ Â· INSTALLRhQN INSTRIC-!JONK FIELD C 6--- 1 1 1 VERIFYCH'.AP9-BEr&ANUFACTURE, | L 1'-3 3/4" , ~1'-3 3/4" \ > PROVIDE BLOCKING AS REOÂ·D ' 1 - 'FREE STANDING LOCKERS TO HAVE ~ ~ ~ 7-- STAINLESS STEEL T SHAPE PULL HANDLE, SIZE AND CHIMENSIONS PHENOLIC PANEL BACK PANEL lilli 1 1 . > 5110Â» - MECHANICAL PUSHBUTTON LOCK. 1__k-Â·~ VE,1Â¢TILATION/DRAIN AS REQUIRED BY\~- ,~i--4-r 2 W/SPRING LATCH & KEY OVER-RIDE. | ~| 1 -1 \~NUFACTURE . VS-V PROVIDE BLOCKING AS REOD I , i I 5 EURO HINGES (PER DOOR) 110â€¢ ATTACHMENT & MOUNT PER ' 1\ -1\ - c/ MANUFACTURER. CAULK ALL 1 PENETRATIONS INTO EXISTING MATERIALS- , " 1, ' MECHANICAL PUSHBUTTON LOCK SYSTEM PROVIDE BLOCKING AS REQ'D. Â«\\\ 1 1 3 8 5 Zi 1 - i ' STAINLESS STEEL T SHAPE PULL, -EXISTING CHIMNEY - - PLAN DETAIL, TYPICAL-: Il 4 J , PROVIDE BLOCKING AS REQÂ·D < 1 j SKI LOCKER I I .| k - 12 GA. PERFORATED GALV PANEL â€ž\0 SCALE. 11/r= 1-0, | ' | 1 V L / r- FIELD PAINTED U CHANNELS. LAG \ \ 1// BOLT INTO CONCRETE CHIMNEY CAP: FRONT & REAR CHIMNEY CAP: SIDE 1 \1 2// / 1 2 /0/3 @& * /~~\ ELEVATION & SECTION: - ELEVATIONS 0 / 2 j SKI LOCKER ( 3 j CHIMNEY CAP 8 257 SCALE. 1' =1'-0 C A9.3 / SCALE: 11/2=1Â·4 E-11 ?Â£ 4 11 11 I I - EXISTING ROOFING AND SHEATHING , Seal ' CONCRETE PLANTER AND FOOTER, SEE STRUCTURAL - -EXISTING METAL FASCIA | - Â·Â·Â·: I -LIEI+I*LE - U.N.0. ALL TOPS OF NEW CONCRETE SITE AND ! --4 PLANTER WALLS TO HAVE REGLET AND - EXISTING ROOU SHEATHING ~ MULTIPLE EXISTING INTERSECTION TYPES AND FIELD CONDITIONS PRELIMINARY : Â·I E]+1*1 1 121 CHAMFER TO MATCH EXISTING SITE WALLS ~ ' ' WRAPPING TO OVERLAP FINISHES BELOW, TYP. CONCEAL V.IF SPECIFIC CONDITIONS INSTALL ALL FLASHING AND .~_ - - EXIST~NG METALFASCM 1211911--- FASTENER WHERE POSSIBLE. TYP - EXPOSED FASTNER, INSTALL WITH , '4- ..+ El 1 lei I 124 BITUMINOUS WATERPROOF SYSTEM -/ CONSISTENT o C SPACING AND DIMENSION i FROM BOTTOM OF EXISTING FASCIA r- METAL WRAP ALL SIDES & CAP, COLOR To # DATE 16$11ED FOR ~ WHERE SHOWN ON PLANS 3- X 18" CONCRETE BENCH w MATCH FASCIA 07.2915 LAND USE APPLIC ON PLANTER, TOP 10" A.F.F., TOP FRONT AND SIDE EDGES TO HAVE 1,7 C HAMFER. SEE STRUCTURAL , - EXPOSED FASTNER. INSTALL WITH I FOR REINFORCING AND CONNECTION <E~ - ' CONSISTENT O.C SPACING AND DIMENSION 11 4 FROM BOTTOM OF EXISTING FASCIA - EXISTING FASCIA AND SOFTIT . 999%99%*ff NEW METAL SOFFIT SYSTEM BEYOND Dilitz*Exk~~- 2:11=~21~ ABOVE AND BELOW 6" GRAVEL :L METAL FASCIA WITH DRIP EDGE, BUKE - CONCRETE WALK PER CIVIL SOFFIT EXISTING WOOD BEAM -1 Dfawing Tme -2-DIA. MIN. WEEP HOLE AT 24- 0.C. INSTALL AT ==== ' ' ' - . CENTER OF PLANTER, OR, PERIMETER OPPOSITE LIU NEW METAL SOFFIT SYSTEM , MISC. 11L1/ OVER FASCIA AND FASTEN TO EXISTING Co~hebon . .4 1 . WEEP HOLES DETAILS 1. u i L -==1 \ ' ADJACENT BUILDING, SLOPE CONCRETE +12 MIN. TO ~ 1 Sheet # 4-42*24&&88'~2*8#4- WHERE FASTENER EXPOSED, INSTALL WITH CONSISTENT ~0,/ ' 48<aaota:aaa'a.aa:aa< PROVIDE MIN. 6- GRAVEL DRAIN BED UNDER O.C SPACING AND DIMENSION FROM EDGES PLANTERS TYP - SITE/PLANTER WALL - TYPICAL SECTION DETAIL /'~\ TYPICAL SECTION DETAIL ( 4 j TOP, BENCH. & DRAINAGE DETAIL ( 5 j NEW METAL SOFFIT & FASCIA < 6 j NEW METAL WRAP AT EXISTING WOOD BEAMS. TYP. r l A9.3 7 SCALE 1 1/2'= 1-0 22/ SCALE. 3-1-0' < A9.3 / SCALE r =1'-0- 11 A9.3 cqâ„¢rlohl 2016 I. 23}-.*"2}3*~*/9@~2?*:*ERi~RE#N# 1'-3 7/8" I Nlid - SWAINIWOONO) 3fIN3AV Hldli LL9L800'N3dSV IS 1-IM HlnOS 008 3 1A NII"I .0-Z . GENERAL NOTES PROJECT INFORMATION SYMBOLS INDEX 411 E. b k PROJECT: FIFTH AVE. CONDOMINIUMS APPUCABLE BUILDING CODE. 2009 IBC 01[Il [0 11*11 A TIEITESTOID,/A.A~a~,r AI'll/CO,~mONS'THE 1 ./10,JSPECTOI...110, FEIT}IC[Â»~RACTC,[.... 800 SOUTH MILL ST CODES: ENERGY CODE 2009 IECC AO.0 COVER IHEET / PROIECT INFORMATION AIL[HnECTUUL 9 cÂ· ic,rm~c.â„¢ 8 -9 -E A pwi oF DEN Co,~cT lS,â‚¬ED OF -ECnllN AS ~al,IED' *I--G CODE 011 ASPEN. CO 81611 PLUMBING CODE 20091 P C AO. 1 APPROVAU / ADDmONAL PROJECT INFORMATION iTE---ARCiiTECTURAL im PLAN ~ -WITIÂ¢*O,FUL,CO,lgED.,iL Al~~m,NICÂ¥~11!EEMnE LEGAL FIFTH AVENUE DESC. COMMON AREA (m; 1];402 DoalÂ£*nE*Ep'As..................LE .*.....CE MECHANICAL CODE 2009 IMC MASONRY 1URVEY: AVAUaE FOA leE'19, AT nâ‚¬ OFVICE OF 1,â‚¬ ARCÂ»rECI PARCEL IDÂ· 273718276800 ELECTRICAL CODE: 2011 NEC. FIREBRICK PÂ«/071 - DEMOLmON & 1100A PLANS i ./COICRACT....E,CNS,LEFORIEWETÂ¥'lll/ FIRE/LIFE SAFETYÂ· 20091.F C 1 Of 1 IMPROVEMENT & TOPOGUPHI[ SURVEY 8 ./CC,m,C'JOCUIerTSCCÂ»,TOFT.............5 ,Al~DerfPROPERTIES.*n,1. FORCO-LIA,Â£E/TH PERMIT #: T.B.D FUEL & GAS CODE. 2009 IF.G.C FACE BRICK P./. .1 2 Of 2 IMPROVEMENT & TOPOGRAPHIC SURVEY Al. I ELEVAnONS & SECTIONS GROUP ~ NOMOX-01*COCPERATNE<18 WO* B## TE 0 5,iA fIE~AnO,8 NO FOR nf PAC~CTION' AU ASPEN LAND USE CODE ~architects IOCATED CÂ» ~ASCÂ»111~ -LED ~ ANY* ~Tle DOCIÂ»ErTS* I ,1,- l,1 ~r IS DE r,gE}CO-LETED TO DE 0-A CIVIL Ai I STAIR & UIL DETAILS Â¥,aÂ¥,T...%/ RgIED TO* ARDrECTIAE.I. . Alt-NS,(GNOTEDTA'PRECEDBICECMRSCILEDO-N,C,m DESCRIPTION SEE ATTACHED PLAT OCCUPANCY R-2 CERNIC TILE CO UTLE PAGE : -BNOIED'%11Â·OBINESNolrOS TYP OFF-Sm 14$1 EMI!!u C ...0/UC,P......STATEN'CALCODES'/0,Â»WÂ£ES ZONE DISTRICT: L.,PUD CONSTRUCTION EXISTING (TYPE V-A ASSUMED) O 1Â£1NS 5 1.1 RETAINING WEI PLAN -49 NE) Sal,1 I CE~(Â»ED TO nE â€¢10*m 5â„¢04~ OF CRAF'SMA - . , C*NACT..AU,IERA ./CDO,K-TE ALL ... TI~*~1 .ole MAX HEIGHT NA TYPE: CONCRETE O WIB-BASINS 51 aArn,4, 01 I. , Â¢R~I l TWES CaÂ»105 n,D~IALL'y,nw AU ARDâ‚¬Hm,AL 51~*m~4, 1,0-CA. CONCRETE BLOCK M3%321'r~ 8 GRADING AND DRAINAGE A f ill DEIAID a- PUJ-/ AM) EL.ECTI~OR ONA-*1S SPRINKLER, NOT REQUIRED D ==*I::::=1=0 . 00,11R~CT0R.U.-I.I......REIG PROPERTY 37,936 SF (.87* ACRE) INSULATION / ENERGY REQUIREMENTS EXISTING CAST-INPLACE ~. ~ CA LAYOUT L.L.1 AREA: (7 [AYOUT 2 ..891{~,c,ae,mo~-colm,coR.B~GITIE Co(./TION./Um, 0-Â«; ...%35 =F PRECAST O/ 'm,rn[Â»i. I. ,~~ECT./ CDOTIONS.....]T PE,ar DESIGN CR[TERIA ROOF SNOW LOAD 75 PSF (1 STORM DUIN PROFILES CCâ€ž51UTal=G TO TIE 18â„¢TaEC ..TS r. . I........118/.N.......co,Er,Â»O MAX HEIGHT: EXISTING, NO CHANGES GROUND SNOW LOAD 105 PSF LIGHTWEIGHT ~2-2-2--4-i-I-El STORM DUN PROFIL.5 2 ' 74 ~,0â‚¬Sal/TEA~,rECT Tom(~ECETUSN'DC, BEFOE'/AR,Â»IGCCÂ»/.W'.N GIUDE LINE: RAISED AT NEW WALL SEE ELEVATION WIND SPEEDÂ· 90 MPH, 3 S. GUST, EXP. B CIO DETAILf E- REGI,U,G UE-.NT Â¥110~ IT./TEIED I PE EJ~~G SEISMIC C I| | EROSION CONTROL [12 COA WATER CCÂ»,=*SOR,~E,aa:TEDNTIEDÂ©a-*TS . WIEREÂ¥/0......8051,Â«;C,Â®ES'/0-EF.I SETBACKS: EXISTING WEATHERING: SEVERE EARTHWORK WASTDIUTCHEmâ„¢Ils FROST DEPTH 36 UNDISTURBED IM[112*mul E ......MCPOE'lle,mr'K.....EORCAUED ALLOWABLE 1Â·1 ({EXISTING>ASSUMED)) f-Tri-TTi-Til-1 Â·FOR UND U APPLIanON PURPOSES SEE OVIL TERMITE/DECAY. NONE TO SLIGHT WT I .4/4,2 I TIE. Doaleâ€žBSM,ll' 1~mITED Tonâ‚¬ P .... VERF, CONâ„¢ACT DOCI,~R ./mO,0 FOR ACC-CY FLOOR AREA WINTER DESIGN TEMP. -16 DEG F ,;I,rECT./.E* ./C,im,aC..m. SI-LE8.. CO~mÂ»10....................... (FAR) DISTURBED 1 / 79Â»/ ./2 1 DOCUMENTJ INCLUDED WITH PHASE 2 DUWINGY -Ljll' TI/~a~~TECT. I. ALI ./LES 8-L.58~01. BE ~T,CtÂ»eâ„¢,Cral F-**QL15MG~,IGH. ICE SHIELD: YES. 6' UP FROM EAVE hit,or*<*41 I.e}. 11â‚¬ ARDITECTBER,EnE......ED .... 0~ER COODIATDI QUE~10,a DE COI~,COR I ~,CN~LE Fo, PROPOSED EXISTING FLOODÂ· FEMA MAP 6/4/1987 CeÂ»ASITOn,~V..LE& ......DOESNOTCC*0110 Cm.INGCUAFICAT,ON,Ilm,MARCI,TECT.N....# FLOOR AREA AIR FREEZING INDEX: 1894 STONE/GRAVEL PC? 4 â€žW>*51 CE,C ' 41 upt>ATED k 'ALLUDEP POROUSAll 30Li nE ~le'EDAIC IBUCe WD -CM C-0- ATTIE Â¥,â„¢(ORREArEDÂ¥10ED(/G~STÂ¤N MEAN ANNUAL TEMP: 40 DEG F CO,~CTORS S * rOR @*1 a-1 Rm,*ST5 Al [) SPECIAL STRUCTURAL STEEL AND SOILS SITE CLASS PER SOILS REPORT OR ENG ....Inâ‚¬EE........OR..... . ..DLE./.Clm,EPATO<.,mÂ»Se,KN INSPECIONS INSULATTON tr T*Xe,/1.,a REQ-DVS,CATIC # rTUTOE â€¢ECESS,mILL'DES.iED.-.0,ECFIDE,C,mON' SUMMER OUTDOOR DESIGN 81 DEG F SOILS: REF HP GEOTECH REPORT NO. 115 088A, INDOOR HUMIDITY- 35% TTIBL,Â»*ET Immal ~,CE I ~Â£E~Al i I F . B. m . p,â€¢0~E= Clr~PATOÂ«NAOR.=I......Â¥=mIDE SCOPE OF VÂ¤* SHALL ~E!liE T,E COWI~,C~ ;NOI, lE ~E~ONS~f'Y APRIL 10, 2015 LOOSE FILL G ..~01.15Â·SKIUSTIVI~OMam~EC,E),1./SLS,mE)/ ..........(1;RED .mmIFFI -9,G -0 n. A~,ImC- I. W.....I CILY ....MCE RIGID FACUATES~EAO,A,rTA~*ISOSNER,D,TECRALÂ£88ERM,CE# R I.~SnO~ZREGMD*/E.*Il/061~-GS. CATâ„¢$ C,Er To DE C,Br WLE '60,,)ED -ncul &,CRF- G ouliffÂ¥ * ~0 BE Clil,RÂ¥EJ #* ARCHTED[0EFO~ ~~0 .â€¢LS OR APâ‚¬,RN,CE AIE,DR F,rlok ... CmCI,5~....TIE P*JCEED,Â£ ....... 0â€žTIONOR 'LAT... FINISH MATERIALS: ~rECT ... m.â„¢AT '0RCOUCI PR~02 ICI ,mTÂ·VT!0145.16,1........Onâ‚¬P~ODUCT.(FED . .1.....WUREEGIE...... ABBREVIATIONS ACOUSTIC TILE 1111111111111111111111111 1 G li,==Mi==,2 T ========.Ir= GLASS | | | nE,Alt'UUR, .... .0, - -- - . ; - *OED I - EEC ... =- N CAULK and SEALANTS: I ......1,Ll,Ean,TTEDTOn/A~1~ECT.R.SORIER ACCF -ko ........ Wls ..... STG ~~W*M*N-aNn~Daa,er~ =* 16 =. E.C --ca. 6 =- .Tk SEALerT ....11*~RaÂ«TECTIG,Enâ‚¬WC.....<...LL . ~ D. WBACKER ROD ...1 - M~X MI'.- COA~.............E[~10,1.CaeITAS ACT ~z-/ 9~0 - MECH ,-~ ~L~ RE-al.....PARIAÂ»E .= ela- I.-I) . Â£ *- . - JOINTFILLER ?10 . 1 EQ Â£ * I _ U- .Sl -=.- *nl i ESC *. ,sm - a t. Ch #ic =- EXCAV Â¥TL ./ . Ex,~ ... MED ~~7* IF ...,00~. SENING BEDS 11.~D RTC - I- EXISTING CONDITIONS NOTES .DE SANDNORTAR~ E * , m- S RASTER ~ ~ ~ 1 -- . m-- - - - Fo - - - -- '2 -- m~,1,JI :.... .E f 4.9 Â¢ AUG 1 . $ --4 * 1. PLAN LAYOUTS REPRESENTED ARE BASED ON -- ..0 11..... &51L - I METAL Â·Â·Â·Â· .FLA ..... Ma) - .0 -- AS-BUILT DRAWINGS RECEIVED 2014.03.17 FROM . h - .4. - 0 = ALUMINUM \mmx Cll AT m./ FNE ..,2 ... STL - 0 2015 TRUE DIMENSIONS AS PART OF OWNER-SUPPLIED NnD a*,~t I :-_ * -- . -- LARGE SCALE " â€ž- STEEL ~ '9~~~,~ ~ * Fic INFORMATION. . - Uts I 4-.'t~,1 hAL - .Ng- - - G. .- It. ....'.. STEELÂ· 2. ELEVATIONS REFERENCED ARE BASED ON DRAWINGS E Er ../ W ./ - 1 RECEIVED 2014.03.10 FROM HIGH COUNTRY n. -- ~-,9 MIL -- 5â„¢ ....u SMALL SCALE X O J . Itc -0..Â®. ~- 3/64 - rr~ - -3- 53 - ENGINEERING . mv - W 10'MET ..... aT- U by - U I = WOOD ...9,1,, 11 - up -d-. ** m -- : = 4 - 115 -- 10 - FINISH ~ L #* . 9 -- -- OBS -x,u TC -- RW 5 == 05 .1- . .1.2 ROUGH FRAMING 6â„¢ - K- . --1 BLKG -CONTINUOUS = ; r r.Â£ il. - - - 7. TFTh -- BLOCKING- .0 -$ P Er R. 44 =- :7 =- 3 ARCHITECTURAL SYMBOC C. , â€ž DISCONT]NUOUS PIT' 4. C-5 -* Â¥ O D ...n- T B SIEATHIÂ»GÂ· C. - . - .A - #CNC U= LARGE SCALE 7, C.* GIL' 0.- 01, 0.0 - 6 =c~ TOF :0 TEMPERED Cl/ -'= To' cr 6 E B - - HARDBOARD bÂ¢>342Â«] Ck =3; 6LL:NU **nâ€¢* . *. 7, 4- 1 :r 91:22 PLASTER'BACKING BOARDS. i 6[ -- - P. - bo. GROUT IMZ. LATH 1 .- & =.1- - ..1 - SAND and CEMENT H / .... V 3 PKG . # =40* CT -*/ 0=.- Â¥8 -- GYPSUM 1 Â¥11 - 1 . C WA -- WALL BOARD .. ..1 - Cll./.CE@-10â€¢ ORC - . - -- GleS MESH 1 I /11 aR *- , i- -- MORTAR BOARD CLO ~ ~ PIF .1--,-*J . q PL VG -- i NORTH 01 - Se, Coll .. -- .E . - 1 1 ./ E ..1 VI'll: .... 1 Ef co-C ....''ll-/ .=#â€ž" STONE co- Ir.*1*f.*b - STONE VENEER Ff/2.44 A 0Â£ C,- 1 -==r, 63 DETME~ENCEDR-GIA-R e- .T. -Â».1 C[*ST - . -bÂ® Wh ..r, 1 ELF,ATIO,6 . *.-m - MC .Ir. 1 MARBLE PRELIMINARY Calâ„¢ I -- = - = ==1 CLL --h '. ty=.. U ...1 . - .CONC =..- .5 - - - . ..... PL ..E -.d-,-, afÂ¥*~CÂ»NDED*.m 610*,GEmON ..ECTICÂ»â€¢All CG 'UÂ¥11 . - FLOOR COVERING: / ELE,Al,01 FlgNG ./4 CCE~ - Â· . . -- CIR - 1,4 .......ca . -- RESiLIENTTILE CA D- ./ WQ.5 - - FLOORJNG PROJECT SCOPE Rlo Cms( : =0 REF ...,-----r. - V=(#DONIe!* w r - Ca~- Fib I alÂ£ E<~-ROE~KK~ ./ -- r =. -- # DATE ISSUED FOR Ap. 0-d t.[./ . =e CAFUÂ¥T .153" aIFT ... : =. 1- - . ..r ..F =1. - This Document Set pertains to only the Timber Retaining Wall Emergency Repair to the east of Building C of the .P TB + '~ aolt.Â£ : - 1.t - Fifth Avenue Condominium complex. See Site Plan. 07.29.I5 LAND USE APPLIC -- oaa . m .6 0Ep 1 =- i .m 5,BCU JEEDâ€¢,5â€¢BEWOGS Â¥-LRO,ORFLO~WE . . I.'. I. This project requires no land use changes, no change of occupancy, and paths of egress will not be substantially 2â€¢AL * RVS ..f~ Â») .-I 4- 5 LB,la* 6~%%~EAEOFF;*-. C 1 i. 2%6 . - 2:r altered. Due to highly impractical issues in meeting current Code, this will remain a non-compliant project, ~|Â·' TO WALL . - KO .... W. .... Râ€ž , I. 1 ~P-- = R ./ I ./ DI . - -- VICINITY MAP KOOR TRISTON DEBI-TO . ..9 RD -- 3 = M -* INCH -- O .'I=*DES'-* ~.425;/ -BC -- .V .- 2 r RO - '0,4 1 ~-- BOO SOUTH MILL ST. ASPEN, COLORADO */L/IT . -- E Er- . 5- .81 ... -NmOINB-D 55 -- i * - DIRECTORY I .... LP' 1-Ue D'. 1 I O~,1 ~Pt:~ 7~f ~* - 'Co. NNâ€¢.-- ~ ARCHITECTÂ· Z GROUP ARCHITECTS CIVIL ENGINEER ROARING FORK ENGINEERING Dr-ing Tlee 411 EAST MAIN ST. #205 0123 EMMA ROAD ASPEN,CO 81611 BASALT. CO 81621 970.925 1832 OFFICE 970.948 7474 OFFICE PROJECT INFORMATION 970 925 1371 FAX CONTACTS RICHARD GOULDING DeÂ¢.OM.. - NCal.l,ES,F10(,WIES. CONTACTS SETH HM}ELOWSKI RICHARDG@RFENG.BIZ SETH@ZGROUPARCHITECTS COM - E~JORE.A.1/6 P~1ECTED.EE RANDY HENRIE CONTRACTOR RUDD CONSTRUCTION .*I **DC*afDOT# 1 -- - SURVEY : ARCHITECTURAL HEIGHT EQUATION RANDY@ZGROUPARCHITECTS COM 123 PARKAVE BASALT. CO 81621 0~De~11Â£ CLIENT FIFTH AVENUE CONDOMINIUMS HOMEOWNERS ASSOCIAT ION CONTACTS MARK PRZYBYLSK] FORIU. EE~CÂ¥ORÂ£OIA 800 SOUTH MILL ST 970-927-4038 OFFICE ASPEN. Co 81611 MARK@RUDDCONSTRUCTION COM AO.O BREAKLNE + CONTACTS. BOB MAYER STRUCTURAL A .BRIFPAras/]AA,INGS SURVEY ELEVATION 7993.55' = ARCHITECTURAL ELEVATION 100'-0" / L BOBM@BOMARBUILDERS.COM ENGINEER ALBRIGHT & ASSOCIATES. INC V V 2 it43 MIKE Cke.BB 402 PARK AVE. SUITE E, re DRAWING TITLE []RA-GlmÂ£//SCALE (FINISH FLOOR AT UNIT 104 NORTH EXTERIOR DOOR) MAC@ADESIGNINC.NET BASALT 0081621 NANCI FREEDMAN CONTACTSÂ· JACK ALBRIGHT NANCI@NWFREEDMAN.COM 970-9274363 OFFiCE \@HEE-p' SCALE ; JACK@ALBRIGHT-ASSOCIATES COM copy,v .1 5 2-Woup Arnl,1,~11, L:9Le 00 NadSV 15 11IA HlnOS 008 i.. I .../ ').rul wÂ¢/bdii...@>9-Â»Â»Â·â€¢.-.â€ž-.v w, 4 ,/. W.I. 11VM 9NINIV1311 - SWAINIWOONO) 3AN3AV Hldld 111 n illifill 4 #4 m/,3'gl,906 0303 L . & 1 ZONING REVIEW EXCEPTION REQUESTS HOA COMPLIANCE ADDITIONAL PROJECT INFORMATION 411 E n. k i. tl 28.50 AM This Document Set pertains to only the Timber Retaining Wall BEN, co lilli 1 Emergency Repair to the east of Building C of the Fifth Avenue (970) nw,32 1 Condominium complex See Site Plan REChPÂ¥!ON# 618295.03 142014 al 26// =02%*= 1 -4/All 1 0.2 R $16 00 De.C , NOTICE - and paths of egress will not be substantially altered Due to highly GROUP This project requires no land use changes, no change of occupancy, Jam. K losCaudill P./ .OUntv /O %/ architects ' Jan,3-,23 201: Homcowner Association Compliance Policy impractical issues in meeting current Code, this will remain a i - 1 --,1- 4/ non-compliant project E Building Size There ts no change to the building sizes for this project - Pude I k 1 ' er- 8 21' RE Fifth Avenue Condominiums s Tb, - - # bc . / 8% South Nlit St , i \ RE Fifth Avenue Condominiums Aqppr} CO flt, 1 Â· ' ' - - - Landscaping Construction requires no tree removal New Landscape 800 50.4 7 Mi ' 6, elements and Plantings to be installed dunng Phase 2 . At,Â»n O r 161 ~il]Ject Zoning Review 0/ Subject Code Exception Requests 2 |- 5 Lighting There is no additional landscape or extenorlighting for this , *115 48-ycd, 011 Asper condorr,r :, c.j,Â·ic /1 compost_ J c{ 4 60od i /Ine bulld, gs and ass-c,ele o .3, S. P project /1~h' ), 4,- P nry. iâ€¢% 44 ' 0, r' Pid') 1 ex'el O Stall,al jbdu>Ille'> 6,1 duute heed 01 et <1611.1/'I,hi Eli* , Snowmelt There is no new snowmelt for this project ~ v Â¥' ' j Ae ir, -,4 0 ' ./ I 9 .cas rave challged sub D 's ze th,5 Droject was cons'ructer a ic this bresen s di- - itier 1 6 /1.; i. . ik, . Â· i -J.-4 i,e , act,uv ng iull.ompliar uj ., . _ Code Itis aliT /5â€¢ corÂ·tain mat a a.4,1'emert for Ljl coue . Pool & Spa There is no work to the existing Pool & Spa for this project 1 4/ 1, ' le i C~ ' Â¢rto< >ne 'Cal lile. â€¢' .a.'A. r thi . its of. LE>-_ #V --li . I resu t r ne mpro. g made t- the stâ€žjeti,re, <f s ant 'irateÂ·d thot lexibi; f, 1 th, Cr>le * I ~ ap.1.00 ion cer 'cs, 1, i ...J.ct ' -0 is st,1.stan iall, safoi thir the cumnl c us'ingcondwon. 19 5 ....r i towley '00 -39/2/ 1 56.SCA/'" 0 / f f i /1/4.. e .ovi"/ Radon Radon system is existing and previously Installed G C to verify ' Priâ€¢Fiary 10'ues T , 4 .il t. . I af@ f. 1./. f t i Ir trip/ted ha rpr,(.va a 1â€¢. flage r ti. Drile< t -11 *ar, tate a r fore- f Â·ir/ t artior Del, re system, operation, and conformance to applicable Codes ~ r r ' ar Sps , d on u. e , embarÂ· ng on g cos# ard 'ime corswmnt' des ovt an'I dne,jÂ·-entation process :.,1 *d+ T _deb ~p ~~ . a .e,4-'. ,, 0~ Waste Removal There is no work to the existing Trash Enclosure or Proposed Pro),Ct - â€¢r , Pr,mary Issues -4.- .voor , 1.ver. an- frai lin 61'uf t,ral!' art " narr' â€¢ - Â·pt r - 4--v ha~ u waste removal system for this proJect, see Site Plan ;naae, Â¥ nar ar - J r., ./vâ‚¬ Dec Â£ rerer., 1, tl. - 1 T , ar- r U.1 , , n.mi g r. . ' -â€¢ 4 ane spa '1 i ; 1,'tiec ant b,jildir , , Ind ./ mum - w3tprpre -lle/ L# I + ' â‚¬ 14 hked + herres,ner. /%* . .3 w... ... I Â£* 4 41 EXISITING CONDITIONS :D LEÂ© airhco I ,~I ' ~'1 *er approp- h th~ ' yren,ne c =Id 4* 11 4 - ' - 'j:/*S~tz t V. I .1 -4, Proposed Project lie pi 'n ,/104 1,/pr}.tr'tor/ ./ 1.r , â€¢ tinG 'lar in.er: $ In; 01 + Ull *'. '.' .'..' * 1 (19#: m .J ''e < f .5 dge r< Delcomes & decks fidisg & extâ‚¬ nri - anc as,ociate site Â·vo: Ther, i r - lang. 0' C.C.DanIWy ar j pa-3 e eoress wil .c' be s.te'ank j _ >geo . 0, -nw â‚¬ r .~% ,L 3 un .Â»- 1/ .' r. The propria is ic A- r= v demo isâ€¢ the exis ng *Acd stats & tA -0- #Cecks and reitace mern wi ' - - . 1 I Y. steel Inri ' 1 , 1/1 de, Â· A Th / iÂ·. a 'ILI'/I ' ier. 'â€¢1 >tr g Er ACE pur 4 C i pr % gs &'. I H ' . 40 1 * 1 & -7~ f Ify. 11 B /9 1/= C ti ....[ Code D i. to. g.u irn, li . 2 n meet:ni , Irre 1 1 , Code th s *i i rema . m _orr p,ant projeo A Fla i , 4 V , ' 124/ , 1 U: ng i EC :SecÂ·*ir :4'2 1 4' c,in., 9 AltÂ· .1 . 4 &106'< ral Corl, 24.37 025 F Ex =poorg r lili .4 I . 0 ~/frf L . _ + *IIi I . ..7.- e 1 t, 2 - , fo, Bi ih.,n .9 Cotlt (3 CHIDA ., t that ' 0 Â»111 *bâ‚¬tartially M=e:EC th? logree Of .//00' W. P A,I___ v I L te " L c./ a , Ti' Pita S, ely + ejitu .nd Gi ~al , . - r in, i. 4 buil,1 N, a F 1 4 lf' e -I .i/:/ VF. i i. ,Â·Â·'F ,#Â· ., /1 I I , f It 0 Iii 1 /,1, 11 (01. , 1 Oud' 21 1 Il 1 1. , . s. Exception Requests are as follows . 1" 12 11/# 1 . 1 Fire Separation 'hip ' â€¢ . ,Â· W' id' I] e ./, I It. . p IBC :Â£ J Elif m ' itit n be*,p,-n 4 1.> 1 .11 1 .. t ie taâ€¢,9 01 and th stars tner r , I 1 Cor 431,art Sectior- 1 eq, in -9--4 I ./. Ar. i: ' P t[ M r' peÂ· A /9, Â¥4Â¢ 1 se.fltion Der 022 1 i ~i ,Â· 4Â· Â·(, 02266 â€¢ ' 1 ..,6 . 144 0 t~?e Of -pell,f~~ %(Mund 1 I gia' , ~ i *twric,1% fu [h 1 1 2 pop i of tbe 00& 1 " â€¢ ,pifull, an . , q r rhaptc r 34 -.,0, â€¢ ,~i WI Ced/ 1....1 .11 4 6 1 20 575 420 H may Di , i .St' 1/ 1/.Uler 1 at solri, Cpo Jbk .wri :ows wi'hi, '. 1 1 . : 1 1 1% requiej , 0-st, 10!' i .! - . alt.0 tod- requi -1. . 9,4...113 ~ 4, 1 ** 2 Ir . A' f.4. I . â€¢.11' 9/ A.fe.' A'pe'l'.8/1â€¢!flpil . W'%23 18/j â€¢ I. I.. '9 ' 1 1 -44: lili - i ASBESTOS REPORT Â»Inst , n cf ,F,/ lei stars I. e s ' will congst of exT ' .1 In d br & e tlead and fy dial diarails .011; tt.e 'tai[ I.I. 9/ I'l Â£/ ; 1 L b'- ...71 - 1 I PFU, cam .il p 1 1, 1.-,w , 9. ni J'o , s me t ',1 , o L SUL.lus 11(k w (11 J' 11 t. LJILd 'Ig It 16 al mit Pli~ NOT /)rubi i W ./. . CL"F JU ' v n, ta' leo a id 4 ilches o# coreet 1 1 . Pli ~ St'let,/1 9'Stor . sul rio' to an,1 0011,,[1013 el,(1 9,0.18 liaKe a Codc INCop Jor to th. Â¢141ASE CON R./4 'I' le pr.poled'.kil.li#r ..A ... â€¢ - rea,Â£ 4.< Â¥. set>a'alli exierbion- I 0, I a IiI,or ENWRONMENI AL CONSULTAN 1% 4 Pu- r 9 ~ 'OA ' 3 *PrE 7 ./ bt ' Il Stair rise and run and handrail extensions In I le' l..05 Sit. restal h may D Phasing - , 31~0 - 9 - --p -9 caÂ¥ - -r -,B , AF U u 19{.9 ,/ 19 110 casw vvi, T,Cposed constructiop ' P ,/ 4 1, .-0 *A J. Al . 3403 1 se. b L be 4, app'..,4 3tl tja'* fof all.. . v, ,c Asbestos Building Materials - '' "' i.,1 11,4 1 uk{UL-' / 4 w '~ 0-,Geenl P}" 41.-- 1.-4.1 41 4 6//*1'wâ€ž- r ill/ 0 â€¢ ' lin U,e-lu .Di/* - I . i er.. f ' a .h. Pemit E (..Ar ard $ 1 Additional Information Inspection Services -512 1&&20' 'â€¢ taliv. v ty' a , C dt the ar r east coi ie, of Bull.0 6 ~ z Le 9 1, 184 feet T m<, via: ' 4 a, re j poN Sel I b L lulv 1 huiud a i; of s airway Client' Rude Co-st urtion, 132 Park Averue Basalt Cooraob 81621 Ac, epled Stepher, 1(prep~ Chief muil<ting official ,, ,~ Project S,le 800 3 M 11 Street, Assen, Coloracc PROPOSED DEWGN - 2-71-8,49Â® r.1001 Area Rat .5 lu, al the .,ropx.Sed & eilit,r,g bld,â€¢b and de., i,d e nol beef Inspection Date March 22, 2015 SIgnature ' ,* 14* -Ywyw Â°am Zy,//.,~ I wil' 50" ne u " 1 F â€¢0 dole'mirli 'â€¢16 /t dille/ co oet"eet 1 3, ex 'ling 'Ak mic , PRELIMINARY Ev exag. # *11 6-1 i , ii' i 'r' . . b ~I'4 1Â£ ' , 1 b ed de' -ne mor 1 / 'C Phase Con Project # 15 03-:OD 4-# - 1 Accepted JeWMer Miel# Con,muntl. Divele/me I Deputy Diettoi~ . d. â€¢l ilf aer ./1/ 8W I# ** :gvffil- - Dete < /U</hfh\ e /1 - . \ .1, t. 1'1 . an 1 thal j sir :lat 0 'db , tile r{ -ir 1.4 11 l - prL ld., . ./77 - "lit'b 800 S. Mill Street, Aspen, Colorado Ne th r the,e a'aiation: 8%,1 le 't a' 10#Â°6 or theg- de'l<asta Gornr o:a ra,. wH cou r L.vai J ,Â·44 / -I'lul.t.- ro,jv.\ ull.:f ,-4 jEN:,v'N#A-<31- 1, 1 l' u Rio e I kely Virl of Ive portiol of thetÂ» dreatum ..virt 04..ic FIR ~and, wely,e 1 - 1 Sampling Description â€¢ b. Til-"9:.L +276. orac*Â© j -fik, s # DATE MIED FOR / C \Ovultel -A r F au#U A * 4, r l-- , Ap 1 3. 2.4 Â¥06 1 ir Voi ? t Ons di [81108 19 N obe Hwalt, ES Phase Con provioed asbestos building inspectlon servicef at the aoove r.-1 4* 01.29 M LAND USE APPLIC | nv.vukvuhâ€¢\ L.>141,/L Â« O-0 6. /42*~vI*91,2/ bl te'EN deribecsiteon March 20,2015 The Inspection wasperformed by Mr X. 740 ' C Douglas Close, a Colorado State and EPA As,Jestos Building Z-Group Architerts. P C Inspector/Maiagemenâ€¢ Planner The scope of work was lim ted to the .-3, - AD . .(3>Q 9 Â·~ IC) v'~ 1 *#c., - 1 - '/30Â«\GÂ¥%.f - Fl A'tr,5496<Â£,7411 Rand, Heme planned work area as described by the client's representative to Phase 11 1 1 f Con The scope of this inspect:on was also lim,ted to samp ing and /1- W 11 \ l *vi'Gk,~'1(.Y'l~Â» 1>V-t ul W'i/~l IA* r 7Â£>-A - 'I analysis of materials which we'e suspect for asbestos -ortent, readily + + accessible, anc present in or on the building onli Suspect materials 4.- rado I within the scope of work were sampled and analyzed as pe" Colo ...... ~6 2 0,4 Al Â»tect P' â€¢4!1 Eas, fle, i frea Ageâ€¢ u. hit Iâ€¢ Telephme 970 92. 633 â€¢ fix 974 92. 37 State Regulation #8 . - ,-1.â€žâ€ž- 10 H EN 1 9 ' Con,truct.I ~ EMAIL THREAD, 02.19.15 9 - - i Sel~,4147 M Drewing Tme 1 "We have reviewed the proposal for Fifth Avenue extenor alteration and it is acceptable as proposed " Discussion & Recommendations ~ APPROVALS / ADDITIONAL 1 :" 7-47'r:73,1 1, h Mi.'â‚¬- 4. :C If , .7..1 t , 41 4- Wh#10 1-lu "You will submit the letter with the permit application and we will make it official at that time " PROJECT INFORMATION No asbestos was detected in any of the building materials tested 1 . 1 *9*h in the planned renovation/restoration work area. l Thanks i ~ Sheet# It any previously unknowl 0, undiscovered materials are found durIng 4 ..1 It PI~ls E~mnation Manager 2712791'arn Â£321311'Â°Jevt21'2e3râ‚¬12â€žusNO,fCrrrI a 15ZZUCC0Â°&171-11-Jilepn' Ines~ 1 ' City of Aspen continuing anv further demolition won< 970429-2761 Office AO. 1 970-309-6283 Cell , Denis Murray@cityofaspen com , 1 cop,*t 201' ./'00'Ared-~ I v Â»64Â»'p'0>'9?IM'-rvirvy Â«Â·*94.7- w /4 Â» b Y..47Â«eper'Â»4Â»>e>Â»>9.' 9 a I â‚¬ iÂ»ks./WA*/*....9->Vâ„¢t*~m.F#-I=/W#4fl//4. 79*9Â»3*Ree â‚¬ i :0% /dâ‚¬ 99Â»9â‚¬9":9% L:91.8 03 'NadSV 16 11IM H.nOS 008 022*~.,m,=t,02*2022. Vd31 11Â¥M 9NINIV13X - SWAINIWOONO) 3fIN3AV Hld I 1 4 1111~1 t.-1.11. 4 11 6 0 14.W -â€¢ Z - IMPROVEMENT & TOPOGRAPHIC SURVEY PLAT 0 ./ FIFTH AVENUE CONDOMINIUMS . . my N X agic LU . ... 1 CITY OFASPEN, COUNTYOF PITKIN, STATE OF COLORADO *- L.-, Â·51Â·i. brtl.3%43~[i~ ~ E 'WED 8 :ooz I ZILD M 02:.E 1 8:Eg Di , #it $ t.- ; )/.- 3 ~6*k' L-CITY OF ASPEN , I ar 321 %... GPS-2 . * 9/4../16 6 - Â£ .7-Â·>* / FOUND 3-1/4 . ALUMINUM CAP 11.LEGIBLE IN - 61 ' 4-' -1- -,dÂ» . . 4 D....f , ... r ='*='* b ... hi , 1.-75 / MONUMENT BOX -- \\Â»049' 474'07'8 ELEVATION: 7932.92 , I I 'E 1383 14 111 - AR ' jraJE.J. * 3. - / 1 1.-1 A - ,\>.\ .4 : \\\ I~'i~'Ill'(' , ral,/ I 4/ 7â€¢, ,;; 14/ /1$ ':~~' 3 1 1 - 1 1 / 1 - " * *" ~ f 'Pr/:21' --IMI-CITY OF ASPEN 1 4 0" 1 lili 1 it f FASCHING HAUS EAST, A CONDOM[NIUM r /0. 1-4.. ALUMINUM CAP M.* - * 1/ , 1 L.. r#4%-2.-. 1 1 BOOK 4 AT PAGE 5 ' Â»4 IUEGIBLE IN / MONUMENT BOX VICINITY MAP REBAR ~ ~21~4.~~~ ~ SCALE: 1.- 1.000 --9- 15- 1 1/ - 1 1 \/ 1 /// // 1 16 1 -- -/ 9 602# /- .- & 0 100 - - - O I f / PROPERTY DESCRIPTION , *ELED,~I SET NO. D Rtal - SOUTH GALENA STREET THE CONDOMINIUM MAP OF FIFTH AVENUE BOOK 3 PAGE 59, THE FIRST SUPPLEMENT TO MAP 1 Z - b I YELLOW PLASIC CAP - Of AFTH AVENUE BOOK 3 AT PAGE 122 AND THE SECOND SUPPLEMENT TO MAP OF AFTH 5 - RZR2 MARKED PROP CORNER --- - AVENUE BOOK 3 PAGE 257. HCE LS#19598 COUNTY OF Pin<iN. STATE OF COLORADO. S74Â°38'00 E 99.50 ADDRESS 800 SOUTH MILL STREET ASPEN. COLORADO 81611 1 SET /0. 5 REBAR / : / I YELLOW PLAS118 CAP 1 t F A WARKED PROP CORNER HCE Â£5#19598 SET NO. 5 REe/ 878 5 Â°00'00 WARKED PROP CORNER 6 = AAÂ°59'53" NOTES: I.) BASIS OF 8EARINGS FOR 1HIS SURVEY IS A BEARING OF N14'53'00'E BETWEEN THE SW CORNER OF 86 5 / & YEILOW PLASne. CAP 1/ CONDOMINIUM MAP OF FIFTH AVENUE, A FOUND NO. 5 REBAR AND RED PLASTIC CAP MARKED LS16129 AND THE SW CORNER OF FAUSING HAUS CONDOMINIUMS. A FOUND NO. 5 REBAR AS SHOV,h HEREON. .C L = 70,68' 0 03 1 4/ N HCE LS#lg598 R =90.00 e -C 1 44 Ca= N 82Â°30'00" E C =68,88' / 1 2.) DATE OF FIELD SURVEY: OCTOBER 9. 10. 15 AND 23, 2013. 111 022 2 (BUILDINGS 3.) LINEAR UNITS USED TO PERFORM THIS SURVEY WERE U.S. SURVEY FEET 111 01 '2 0 ~ ~ *~1Up MAP O 1 %41 % 3 SET NO 5 REBAR -LI<-44*4. A . INGROUND 4.) THIS SURVEY IS BASED THE CONDOMINIUM MAP OF FIFTH AVENUE BOOK 3 PAGE 59, FIRST E.69 0 1 4 .u'll...... --. 1 MARKED PROP CORNER HCE LS. 9598 FIRST SUPPLEMENT SUPPLEMENT TO MAP Of Flf TH AVENUE BOOK 3 AT PAGE 122. SECOND SUPPLEMENT To MAP oF -6252*74261:601 / TO CONDOMINIUM MAP 3. BOOK 222 AT PAGE 207, SUBDIVISION EXEMPION PLAT OF TOP OF MILL TOWNHOMES COMION Z ul Â£ 6 1LI FIFTH AVENUE BOOK 3 PAGE 257, DEEDS RECORDED IN BOOK 212 AT PAGE 271. 80OK 213 AT PAGE OVTHE DURANT INTEREST COMMUNITY PARCEL 1, TOP OF MILL SUBDIVISION/PUD BOOK 69 AT PAGE 23, TOP OF MILL W *Â£* 0 1 4 K.Not - BOOK 4 PAGE 36 SUBDIVISION/PLO, A PLANNED COMMUNITY BOOK 62 AT PAGE 6, AN IMPROVEMENT SURVEY PREPARED Â» W UlÂ® r. BOOK 3 PAGE 59 '0/ ///73/2Â» BY ASPEN SURVEY ENGINEERS. INC BOOK 40 AT PAGE 99. CONDOMINIUM MAP OF HIGH ON THE HIL .87* ACRES ~ CONDOMINUMS BOOK 7 AT PAGE 85, FIRST SUPPLEMENT TO CONDOMINUM MAP OF THE DURANT BOOK / SEE SHEET 2 FOR / 9402*4219/1 - -- 4 AT PAGE 36, ARST AMENDMENT TO THE CONDOMINIUM MAP OF 9~ 8 MILL STREET TOWNHOMES BOOK 448) ~6 EA~LUS[,I ~1 71 AT PAGE 26. CllY OF ASPEN GPS CONTROL MONUMENTATiON 2009 MAP AND CORNERS FOUND IN IMPROVEMENT & ~ PLACE AS SHOWN. TOPOGRAPHtC \ Ohk#%:2 -9 - - le E 5 ) â„¢IS PROPERTY IS SUBJECT TO RESERVAIONS, RESTRICIONS. COVENANTS AND EASEMENTS OF 42533<944 / RECORD OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN THE TITLE COMMITMENT PREPARED BY - DETAIL J PARKING ~ -5,4 GEhERAL COA~- - - - 25 00' MTNESS CORNER ~ STEWART T]TLE GUARAN1Y COMPANY, DATED SEPTEMBER 24.2013 (FILE NUIABER U 1 ' SET /0 5 REBAR & 01330-32063-AMENDED NO. (2). , ORANGE PUSTIC CAP r-1 MARKED WC ICE BOOK 3 PAGE 122 6.) THIS PROPERTY IS SUBJECT TO A BLANKET EASEMENT AND RIGHT-OF-WAY TO COMCAST OF 1 1 1.-CNENT 1419598/~ COLORADO/FLORIDA INC., FOR BROADBAND COMMUNICAnON SYSITEMS FO~ND NO 5 REBAR-| -- 1 & RED PLASTIC CAP Â· ----- 7.) ELEVADONS SHOWN HEREON ARE BASED ON NORâ„¢ AMERICAN VERICAL DATUM OF 1988 (NAL / 88) REFERENCED FROM NATIONAL GEODEnC SURVEY (NGS) BENCHMARK STAION 5 159 HAVING A MARKED u/129 Â· 1 1 SECO~~f9(12 1 I - - 1 / PUBUSHED ELE.KnON OF 7720.88, / N ~ / 8.) CONTOUR INTERVAL EQUALS 1 FOOT. 1 4.DISSOD.00'V, ~ PIFh/AVENUE 9.) UNDERGROUND UnUTIES HAVE BEEN MARKED OUT BY OTHERS, ONLY PAINT MARKS AND UTILITY 1 00.lee /1 8004 3 p * UNDERGROUND UnUTIES MUST BE FIELD VERIFIED PRIOR TO EARTH MOVING CONSTRUCTION / FLAGS HAVE BEEN LOCATED BY HIGH COUNmY ENGINEERING, INC THE ACTUAL- LOCATION OF I FOUND 1-1/2. 0 /8,r 0 ALU-U~ CAP %% / (BUILDINGGED~57 M.LE - 4 Vp 2)7 1/ 8 i //0. FIRSTAMENDMENTTO (BUJLDINGQ Nt 5'00'00"E V IMPROVEMENT SURVEY STATEMENT BOOK 3 PAGE 122 ~ THE CONDOMINIUM MAP OF ~ g 918 MILLSTREETTOWNHOMES FOUND 1-1/2 / 19 1 HEREBY STATE THAT THIS IMPROVEMENT SURvEY WAS PREPARED BY HIGH COUNTRY 2 0 4 1 BOOK 71 PAGE 26 e ENCINEERING, INC. FOR FIFTH AVENUE CONDOMINIUM ASSOCIATION. =80 / 1 FURTHER STATE THAT THE IMPROVEMENTS ON THE A80VE DESCRIBED PARCEL ON THIS DATE, THE PARCEL, EXCEPT AS SHOWN. THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED ' /'~ ~, PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT 46/ OCTOBER 23, 2013, EXCEPT UnUTY CONNECTIONS. ARE ENTIRELY WITHIN THE BOUNDARIES OF < l 0 1 THERE IS NO APPARENT EVIDENCE OR SIGN OF ANÂ¥ EASEMENT CROSSING OR BURDENING ANY 74 PART OF SAID PARCEL, EXCEPT AS NOTED. UNER ERROR OF CLOSURE IS LESS THAN U 15,000 1\ - ~1~? /// L H, - CONDOMINIUM MAP OF ,â‚¬7* W go 2=31': - i HIGH ON THE HILL CONDOMIN1UMS /d*%4611, U- LU LS20I 33 -- ~ /~ BOOK 7 PAGE 85 AY ~ =~I--,~ 1 0 0 11~ FOU. PK N. WASHER / IN BOULDER IUEGIBLE FRANK W. HARRINGTON. L.S. NO. 19598, CF,~~= 'TY'V|~~j r M. 8 *f / S49'04'â€¢ 0.27 tZ S>4Â°aO'OD E o.u.u i /0 *W "E 9831 . A Â· -FOUID No 5 REBAR / & ELOW PLASI CAP i~< / WARKED LS#15129 TOP OF MILL SUBDIVISION/PUD, NOJW' 0.62 A PLANNED COMMUNITY FOUND NO 5 REBAR &-r~ BOOK 62 PAGE 6 ./OW PbASTIC CAPS 1 \ LL j k WARKED LS#2376 1 - (PARCEL #2) \ / 9- - PHOJECT NO 1 */ - GRAPHIC SCALE - 1 X 1 - 2131709 . --1 / NOnCE, ACCORDING 10 COLORAD[) 6. YOU ..F ...ENCE ANY LEGAL ACEON 8Ase UPOw ANY DEFECT IN THS SURâ‚¬Y ..1. THREE Â·,EARS ( IN FEET ) 1 OF 2 AFTER YOU Fi RST DISCOVER .CH DErren N NO e,E}41 ... AN. A. noN 1 inch = 20 ft BASED UPON ANY DEFECT IN ./ SURVEY BE .......~RE .AN 'EN Â·â‚¬,ps FEOU â„¢E DATE OF CE,nincAn,Â», 9,0- HEREON | V D k. 3 -10 73-1.N33 31Va ON 3Nt'SNIM 21.LNnOO HOIH ' 8 1- 26-009 1 >Ida SNOILVATI 0NV~1030'HOONHSIN,3030[V *1-GE L .Ag /#I 04140 31%*LA Op 4 9992-SV )3NOHd 120.37 SOUTH MILL NollVIDOSSV lAla WiWOaNOO 3 N3AÂ¥ H C]Â¥210-100'NEidSV =10 U -- ---- - 1 * ACZA. - F - 6 /0' 1 â€¢v-SE..70. / 69 i I.-S~- 7870.40 0 i #j.1- 4' ~ ~Â¥-DRY UNE-7970 42 \ / 1.4.- 42/ /- ~ 3; 2 4% A . - I . I \ ,- 0 r-<Â«--13Â« -iÂ·' A\-l IJ ill T ti /33g \ -at )*3/ i 8 2 !1122: J/I \ -44 /,E> >f>, i E 1 f 1 -~1 1 T r--62 9/11 12< IJ--/ 40 - 6 ..ym SOUTH GALENA STREET 8 REW@ \ 1% 1 OP. mose (600 ROW) ASPHALT ROADWAY \ f I. . ilÂ· 3 4 66 4 - 0 10 -/00 74 il . ' b I ...11 \ 1-- r I. - * - .-L 1.55:$.# 2 1,~2(f).s u. 2 :lf- 2 k ~ ti - 1 1 -/1 / %..2-- I. PA , 1 4, a 1... - - ( .A - ~ ~ =55%:Cl- , - I 328= - 4 '94Â· F#*A 44:/ -tl,>~3~~: -- 7995 6 A - A ~-7 #7Â»211/ \ â€¢ o â€¢ ~ CONCRETE PAN / INGROUND 01 kil-'*=1'*%fiLK\: 1 -077,6Â«,f .ro:-92, POOL Q 4 â€¢ CON.CRETEJ-EURB 0--i--iF27-7.-- .JE12=em=7' C>+12â€¢c.p Â«49991 --- 1 ~Â«f~ ~,;Iff~<)14~it ~ter--1(C 444" -~1.Iuy /5.9 /90 7 7 1 " A Â£ d.6101.-/ \ E M ne=_1 â€¢74=Â© 6 - --- -2/ DE~*4,4#4/BWN'*REE<,276.*Y-41<7,WV*34<k ...i< CÂ°A* -41 .1 \1 .1 DECioi* / / 4447%,321 t:1 r---~ - - *** LX --I' \1 NUb>f H <8-Rip,0 '1933-fy]KNIâ‚¬rzE .Ano \ .~,~~,~&~<~,T~jivftffÂ»iÂ»*_-,g.(-- 711â€ž4; ,-JÂ«*Ful--1. *, :1) ~ 4- ~ - ~~1~~ Li:jÂ°~ ~~~ t.1 â€¢4 i <22SZL~ZI~~ \I J, 1 EE 1 111 0 1 .....11 / I L _ _ .Ind LL,ti DECK 799906 2242 P K NAIL IN ASFHALT . 0 1 1 1 4- 41 . - i /- 1, .1.u. O!701IND LLVE . 79918 23 ./4--*<$.. ..NO LEâ‚¬ Â· /. Â·Â·pIL 41 . H . ' T 1 1 4 - _ 3,d LEWL DEDf BOOS 6 1/. SITE BENCH MARK / \1 5 747\ / . ILE- \11 d 0 ~ Poole DEGK 6-IN- \ EL[ VA/ON 7991.70 ASPHALT 'EL~ - T<3:366 Z . u I 2 4 -r PARK N. f , 1 9% ix ze='m--~t -y -1+ r -- Â· -irk,~p#i. 1~x, . I -'\L \. X \L Xt~:Â·--**:Si 9 â€¢ CONIFEPOUS h i I i.--14-14'Af# 11 1 1 ~ 28 n. 44 -1 I j / 11 1, , m V . 724.4 4 0, '.-- :7121(C.= 0 - ' 1 . 1 1.i N _ cj Fip/ 0-- --,9 1#uL-. v . . . 1 1 f "00;V dzÂ»f. I / Z 1 . 1 ..1. 1 1 , N. ./ v'Â· d i J ~~3~' s'wenT-r-- r w - 4- y.'1 ~'~ 1. 1 -)4.2.d~â‚¬/-1- / - 8000 - ' BUILDING A tp ~21#~ -... ~ Â© ~ - -- - - MULTI-LEVEL 0 144 0 V , - CONDOMINIUM Â©6 1\ 1 4.i t-1 ASPHALT PARKING LOT 4 ./ /IA-Â»I /111Â»E/, 1, 1 1 \\ 4 2 1% L r/> fr) Â» . 1 tt>\ .h E ADJOINER / 2 09 /7 y -7*t p . ,/1: I ~~~awd~ 0 /\-~--11\-f-9 --A 7 BUILDING - , \1 1 - 2,d lE. F ./.: & ,-ff 'f & - -\\ 7:t~)\\ . h- / 15 â‚¬ - -If d /4/ j '"--7-"-E.-N - C. 1/4 ./ GROLD EWL / 794 2 / 7/ I // 1 ho\\ r i.\ F z' x _ - /d ... 13 iII ~ 4Â»-26 DEP I. Z - LM / 8008 15 mao k=---.. .: Ive , f f- --Â£'*-$=2 , 25 L--, 1 7 10 1 ' .4.jAO N. LE. L < ASPHALT J 11 14 Â©-9 4 44Â·93 --.11-_ I %~34.~MW - PARKING , --4 0 4 PLANTE4 CONCR j n G I Er \ :,FICAL) i -01Â¢g~]ly_4 Z POR. I - LANDSCAPING 79"05 1 - . 6.11 113 ..111 1 .7.4. , 31_M I / i 0 Â·. F E'71 A , f Â·79-? 'zn-~ ' 1 *mi LANDSCAPING IUM' - KWAY 8002â‚¬If = -6 - STORAGE ~ .IL CONCRETE STUR W~L' 6 .WU , CONCRETE RETAINING WALL If; 6 3 seoul& LEVEL . /994 I LÂ· 4 0 1 SIPS] v UNDER iÂ· L==:===t==L , _ CONICRE-E STUB WAJi 1~.__-< WAKIPY,/. . M~~41----Â·1--*---~ TR 3,21/4 *Ut I ./ i I,rr-Â».---1. - 4-1 (1 [2:1 _Lz,i.5- . .Â«1174/ \411/29 l__70 1 - GROUND Lf/! IF 7994 24 )/ 7992 86 6* Â·' E i# i DRA N I .79a].9 ;TOR INLET91â€¢ <6'd' 1 7~-8;1Â£4.- ca:i,Aitit. i;~~4#Vy<L .6:,Inr~~1+ . 8~~_~' 1 . [30. 'i' 2 5 Doc/ 1 I T.. .... X V ./.J EVE. â€¢c .94 . .d IvEL f E 8003 41 26101 PLAN'Elfilf--th â€¢ 8 WALLS . 1 I . WALK i~Â»CO-jit~Â«*1/1 h LEÂ£ I 8017. .4 U# r' 80 7 5r w *ER g ] l -: 1. FIERI fr -th,-7--79\~ --E:i~~.'. . t. l-~Â·-1- . I 1 Â£*J i 1 71 / .' 2.lif: 76 'r t..L ...WAÂ¥801?21 -@Ir-11 -- 94Â«5~fl~I~~~-~1 , - ~ . ' v-:mo'--~R#v= Z mz -8005- - - ~ ~./ ' )Lill ;*ID 2, rP~"TER~i _- J | ~ CONERM PAÂ·no 1 4 7.ra, 8 I . .-Â·-- ..5 , 1 .. STAIRWELL *5.' //.AN |12 0-1-.:~m-~/* CONCRETE COURT~~RD H. . 1 1 , 9 bfff ~ 1, --23 * ' ~ J>' 1Â®~ 0 .1 b .000 . CONCRETE / ~~ ...8005 CÂ»JUND Uki / 2- LE.L F../8 4 LUTUTY :MS LE'Z FF 7998 3 "1 80(]0 5â€¢ ~~*- , @ STEPS / ~f- 2. LE,'EL Dâ‚¬CK 8008. 9 0 ..1/ L 1 1, U,EL Ka008" Â· â€¢ STAIR,Ell -f~~r j 1- I 0 e S. . - " LE< "" 80'- 45 ~ , ~ M IRIC 2,1- n'L 'F 00~4 18 ~ ~-'... - 1 1 -1 / 9099 9 \ .p / n L 4 â€¢ I . h.1.-CLOSET .d LEVE~ DE K BO,54 - ------ - I CONCRETE PATIO > RETAINING Wal ~ ~ ' ' ASPHALT -LE~Cf-â€¢ r-- ~ il PARR NG ' ..r'-' ~~5 BUILDING B .241%\I//fÂ»/ . ; 4\ 0. /' J ~ Ir.VEL I ...08 . DLI I 1 x---C.~i~ ~5-8.-FEROLI *VE .C:Â¢ 09 0' n I 4in LEVP DECK ... DR P ~ , - , CONCRETE RETAINING WALL MULTI-LEVEL .0 . LEI /81 .6 20 8 CONIFEROUG-~3'/ \ / 8~F , CONCREE Â®]It*E.0991,3 : .0 LE'L F 901/ â€¢0 , ~ 80" 04 --4/ -00,0 0 -3 F==9 1010 J 0 2rle LE~El OECK 8.,1882 5 DRID / ./ , //~f ?42 ' F: - "41 JECK 8034 8 - 2 1 1 ==DP ~rd LEVEL F g'. L CONDOMINIUM 82'.. STAIRWELL - I 1 1 .10- : 1 -1&71 -41 Â· 151 1/8 GROUNr lfÂ£ . 799~55 ~ / / 1 /3.1 1.1 r./. 1.' .rp..... / 0Â« - 1!! 1-1 ' t.oo 1/~~127. 0 1 1. w Ng/ -E g F & LEE FF 801097 ~ STAIRS/ .. UVEL ..2 4 i 'no LEVI] DECK 8010 76 3~0.EVEL DECK 802083 ' t I 2â€¢a LE~l DECK 80 Â£ . h M DECK lub 1 H 8 1--s'R':~S GROUND IVEL FF 80cj. 7 (2Ct)40 1Â£VEL FF &!D~ 4, 2. O 1 -RR IE H,-+5(aswa#- 5002.D,-/---awa-.--1 / I. -4 2.d OE. 0 3/ E. 71 :I J PÂ»--9~-~.a~1 .n_-kh a~*9==zen-* 219 BUILDING C ~ ~ L_e- r RET/N NG ~ ~ j ./.5 GRO,jiND 4.':/ 8006 â€¢9 2/ , ~ . ~ MULTI-LEVEL 6Â°.14 ...1.1- 'p TORAGE ;; s -â€¢ CONDOMINIUM 2--Â·U~ 115+.......11.NKLNE'Â£i 6- 7,010 114 -~29:~9= ,â€¢All / 800788'. I 5 câ€ž Â· I _. L I 4 LE; BUILDING D : 8 11? --Ar-_...222wlÂ» 80004'.CONCRETE WALK 80â€ž35} , . =t i--7_)412(Â¢RE&-/ 22Â¢4~ f J 1-â‚¬- If..1-4.-41 -11..~ f6%27=~=0 0230-4/------ MULTI-LEVEL .-'-I--I-rÂ·4*yn . -,4 01 ~# L'-2.-R- . 3rd LF EL DECK 803997 799'55 (3'-STAIRS CONDOMINIUM 1 VEL Fl g. LEN ~ i pri: 1 1 11 BRICk RETAINING WAU . I Or. ad O r.' I ' ' TE'f-Â·--422~2F~~- _ ~ __.2.-' - L - -2 _ _ L_ 2&2 racll UIUTY SERICES CLOSET | 13 Ce' ~CROUS -3~ 1 4%*SN.4 . 9.5*Â§ i la. 11'NI) 2 Z 1 1 26 DRIP - ~ I' - j. IVEL DED '035 31 L aRICK RETAINiNG WALL '| ~ VAULT LORICK ELE(,1RIC t2 ADJOINER Buil.*4 71 . w WAA . 1, .i: L K. 4 1. ..0 1 ,- 1 1 WAILBOX TRANSFORÂ¥[R / 1|110"6, r#( hl .Vll DECK 8024.64 ~ ' j A .799839 tr@â€¢ , 1, - I LEI f .,9 9 ~ :gE 50 ON CONCRETE PAD ,-710 â€¢ CONCREE PATIO Ynd - 0025.22 80 149 11 1 1 1 1, =0 ME. FF 8035.97 -214 19 11'11 ~ 10 g = -1 U . - 1 A ' 1~ . L 1. UEL DECK .019 32 1 1, , I h ..1 11. CONCRETE 'xi, i,7 .p\CONCR~ '' 92% ' L-_12Lt; 799. . CON]FEROUS . 6 ... ......5â€¢4 * dONCRETE Â·Â·~~tll' , ~~~ ; j RETNING WAU 1 \Ial \ P.110 F 4, C....30. PLANTER a|r--< 12 DRIP 5 0~ ACCESS WELL 04 9-fli'% .,1,1 2 05 5 Z LEGEND 4, LE.L . 8030 54 . =11 OL.EULE- L.-2 ~ ' , d IVEL JECK 8020. CONCRETE Y.I.*:Â°2*& e. (D IRRIGATION CONTROL BOX * STORM MANHOLE /2--E,1.801099 ./ E-42'(nE> \ 2,0 7" e' P[hÂ»ILLE~L * 7, i. , 90 0111 ko'EL / BO' 19 10 ~Cor~EROUS SJDFI 2rd LEVE DED< 8010 41 '4=64 ,ZA<)UNC ~EVEL I 7~885 WALL 5/ 20 fh> 4/ 4 'FS-8006.73 8% IRREARON CONTROL BOX Â® SANITARY MANHOLE ... 113*7 lip /r====*51 /1/CEÂ».-1 U FIRE HYDRANT Â© ELECTRIC MANHOLE twia %: 11 1 0/ C O > 17 D 8 AS/ .X O>>LN~ i -~< . -* ..3 z - 1 ~. 8 f,Â£-rnM-05<3tfi;%~ONCRE~E-*,15.w---12'.. , ~1'10.1 -%4UkKEF:7'*-110 1*114- 0 @a 94 WATER VALVE A ELECTRIC PEDESTAL 16 DRIP A VT, 7 n -61 --- @ MONITORING WELL C LIGHT POLE \'r-L>,1 V.46-- 1 D CATV PEDESTAL IE! ELECTRICAL hIETER A-y ;193- . â‚¬ --*: P=:- i- ---- - 2-Â»U -- -f- 1 1 '11':\ V TELEPHONE PEDESTAL 1 GAS METER , 71.CT-1 1--- .4,72-Â»56, 0 *,, . GRAPHIC SCALE 81.- Nor -w-â€¢-â€¢- WATER LINE 1*212~E Slope ,- .IJÂ·CEY'U /: 1-'r~Â·.14.214,r- _.1-6'--r- r=_ -- r.-0,./- $ 10 0 5 / 20 40 11:22#88; 30% TO 40% 70 DRIP 7--44:444 .'...9 =19. , . - - PROJECT NO - - SEWER UNE 6 , 2131709 | -.-r----i- TELEPHONE LINE C IN FEET) GAS UNE r---1 Â£0PES -4 -I I . -- - - . - - /5 ... te, \ 1 GREATER THAN 40% ,~/54, L;dÂ© 2--- 1 inch = 10 Ct 5 - - r CATV LINE 1.=- -. - -.1 . N) 1.i .1,/ v- 1/*-reo,O= - -- --- - 60* Â·Â· 2,- 1/ 4*l' 19598 ME; FENCE UNE ~~ .9 - -*)604~// I ... ACCORDING TO COLORADO LAI YOU ./. COMâ€¢ENCE ANY LEGAL AC.ON BASED UPON ANY DEFECT N THIS SURvEY VAr,m. THREE W UNDERGROUND ELECTRIC 2OF2 - AFTER YOU FIRST 015COVER SUCH DEFECT N NO nâ‚¬N' â€¢Al ANÂ¥ AC. ON . -' -â€¢â€¢â€¢ -'-â€¢I-_- 1-w -#_/- ' BASED UPON ANY OEFECT IN THWS SUR~Y BE COWIDICED 'ORE .AN TEN CONCRETE RETAININC WALL YEARS FROw â„¢1[ DA. OF CERny,CATDâ€¢ 9101,â€¢ HERE- r 1 0103.0 &13.LNI Mr=123 SNOLL\,A313 AVM )11Â¥MaNK)!330 800-1.~ HSINI3 EGOV AE} C.I. DAAO EOL OC[7210100'NEidSV =1 Ag NA'VIO 11Â¥IDOSSV 3 3AN]AV Hut MILL STREET ~ SSEZ-SP6 COLB) (OL6) 3NOHd ASPHALT'ROADWAY f.. j 79hl AÂ¥#01Â¥H 6 2 010 7,131 Ir C. LIN 1 1 4 1 , 1/ 1 1 1 1 1 - f Â» 1 411 t. 11,~ k I 1 *Bill, 0 11611 ' ~ (60' R.OW) ASPHALT ROADWA%\ 1 SouTH GALENA,ST'REET ~ ~ ~4 < {m) 91.1482 1.1 1\ \ 1 1 1 GROUP i 2 '4 7 16 MNOUS >6 ' 1 46 / 32* amp J - 4 4 1 1 ... I \ i , I = $Â· 1,Â·.4,6~Vt'-<LEL ~r~ a rchit *799â€¢ 45 3 RETAINING-, 1 6 ASPEN 0Â·*~fÂ«Â°fFIA ~~ -- . 0------ - 30Â· 6iBb0Â®r- \\H -- . -2 -n-2 --- <2613 L ~ .~ 0# 14< c-- & < CONCRETE / -7995-~h- - '60' DRIP , 1.61 1NGROUND ~4 - r>12'(DI~ U-- 18' DRIP - / WALL " ". ~i2'-DRIP ~ POOL , Â· '~CONCRETE PAN â€¢C~ . Â»~ 8 . 3, . / IL.--~ t. 5-<CWER/Ul\~___._/ 1~5>4 . ~CONCRETE SIDEWALK ~ 1 ~ ~ ----*lj ~~~ ~< ~' ' ~ ~ ~ 17,55+--igge -< -<--I--1 1 CONCRETE CURBÂ·Â· ' . 1 .Â·1 251/V 798/ I \ L 1<--31 - HOT ' ~ ~ TUB 1 f PROPERÂ·rr~ 9- DED~L~- f~Â»l, ~_ _ uu--w ~ - 1 6Â» DECDUOUS ~ DEaDUOUS -x---e gampols\\4,.. CONCRETE- COTTDNWOOD 2 49---rt> 9.1 1 F S'[Pb - U 2 1 1 . 1 \+14--- 1 SPACE ~ â€¢ poot DE~K' , 1 1 1 (r./. 8 DRIP '54,0 7 l,c ''4' 0 - ' 1 f B#-. . / \-1Â£,2E--- l T % 4 1 1;#I d: 1 1 1 7 244 . I.: 3Â£ . t, /-14~ CONIFEROUS 28' DRIP Asi~HALT 2 'ARK~NG Â· dONCRETE 'l,% . PAITKING 3 23, 1 -1 ,Â£ / \ '42Â»04 94 / /14' DRIP i 7- ~-7 DONIFEROUS - 24' Mit 4**x 71/ / ' ' SERVES Li %- 12Â»SPEN Fl 0.1 , Al / 1 1 X./ UTILIÂ»--rt CLOSET 7 1 i ''* )3/4 \4 ADJOINER 8/'LDING * BUILDING A ASPHALT PARKING LOT A \ MULTI-LEVEL Z ~- 1 . * W . , . 3 /ASPEN % 4 3 12 ASPEN-1 .: 18' DIP % /993 & 4 CONDOMINIUM I : rr-- .'' / k Â£24. Dep 1 \ 1 1 1 1 \L/ 1 % - - 26 - 1 i PARKING | CONCRE AINING WAL ' SPACE 1 1 11 . ir COTTIN KRRNAA_T . 1 1 2 ~ CONCRE I ~ 9-. 55 6 (TRIL) 5 -T#47+--41 - . 18'-Ct' PARkING O. r--=- - 4% $ 5 PLANTERâ€ž $-ble*.X-111]Â»1.JI-ZE- , > 1 1 1 1 Â«~92Â«1 i t 1% : i i (.lic/0 / 2% # A AriÂ»'<--- F923*~ CONCRETE RETAINING WALL i 299 -7-7---1 3 4-1 . W 1 .- - a - - 1 1 ''Jf- /: -5.,AGE'IÂ· 0 ~ â€¢ . u .01â€¢~E-E RETAINING WALL. UL Â· ;' Â· ' s~*.,49]ED,j A TI-p-= 1 Il I covERE.D ~LE . CONCRcTE *77-BTAm,66/ 0 1 iii Â· WA- K . 112._ 1 2'1*24 ./INCRETE 1 . a ---- 1 - ~----Ci 4/ hi 312-LIEl L * r=~2*8'cae, 1 7==Ae===re*zil- ........../. d . A 'ETA'NiNO . \ * PLAN TEH ~ I . 18' DRIF ' LEU 'CONCRdTE PATIO â€¢ rCON,F=' Â· 6211 3 113- ; 1 111- -10,mer - ~ /--/ 5'(RE) 1- 61 11 -2 '4..1-.r i -.--14 ' - 56. 1 12 MP | Â· 11: //- I f-dwl - 1=//60 A 5 ly-01/ & 5 ' 5 BUILDING B 44 0. 2 - 1 1 Ip' - 4 H uj- Â» . : "-"'-Â«~~""ryPEK-- ) Â· 4 CONCRE COUR1 R[) 'C LAT' . .7.- I d-% .g.E SERYCES 1 IÂ·' ~ ' -x<i RETAINING ILL MULTI-LEVEL , : v-~s:52 1-AN,DiNG 9.0' CLOSET 1 ' , 0 Â·C JACRETE PATIO -J- -n- -.-$-/%' CONDOMINIUM :-31.14 8,1=28MrÂ£=-1 , .1 A ==== 0 -W/-=.wooc) ,k r, 21 - I 'spdAL T 1 =U44 4 J. 2 - PARMING - + 1 1- I ~ CONCRETE 20 C - 11 *. * 1 ~ BT---TrTTT- 11 1 _ 16' DRIP Â· k ST,WE-e 756 Zi -ectss 211 ObL. ,,U--6 -a j - -8' CONIFEROUS CONIRE ,& 1111!IN Ill--1 ..1 = Ll 0777>Â·, - ' tÂ¥ 1 RETAINING WALL REPAIR, AREA OF EMERGENCY I .1 1 @ 14]11" :.1 -- / ' ' 37?; SEE DEMOLITION PLANS . 231 -im Â» / 0 AND FLOOR PLANS- ly| -4#/149 _1--- X MT ~ 5 SERVES CLOSET . 25 3 2.31 12\ 1/ fle I , %â„¢ r~91 -Â©, Â· - BUILDING C - - A 1 1.1 & ' 13-1 1 3~ Il ~ MULTI-LEVEL 0 B ~ CONDOMINIUM i . I J GONCRETE WILKÂ·' '. ~ ~Â·|||~| |||~ ~' ~ 29 I M PRELIMINARY / - tentan___L_-2 ~-__. ~~ ('64/RE'E WA,K 'Â·i|/ ~ -8005- c.,.6-el ER RETAI.,~.~I~,-â€ž -3--1EliACZ--J~ff--E~---~~~ . 6 MULTI-LEVEL C.-Eme=,=A=immall==70 Â· ' ~' ~~ '' 11~~2'DRIE?~_~_â‚¬.,wr CONDOMINIUM _ ..1 1 ~~ ~~~ L- - . 1 - 1 up " I ~ 14' CON,#4" ....: 11 - | .:r SEPICES CLOGE' 1 # DATE ISSUED FOR i | 26' DRIP 1 Af/ [.1 -, Â£-CABLE TV BRICK RETAINING WAL i+*3%1*7 9 - 4 n blt> pz.@l , .~A,A;~ Â·'r':PAJ~---:-Â¥- -r---4 VAJLT LBRICK ELECTRIC TRANSFORUER ON 0 ~AiLBOX CONCRETE PAD ~ i \19 1 MENEE Â· ' 1 1 4 1 .-=1=11 .. 01.29.I5 LAND USE APPLIC A MIRETA11,hp'WA~TE P.AN-ER ~ I 91331 4.,Rss wiL rkARâ€ž: 1-I 2| ..eÂ«:7& 4/ ' SITE PLAN NOTESÂ· SITE PLAN NOTES (CONT.) 1 '1\11 PA-0 Â·/ atuuk__,UF" E- , ... Ill 1 ~g--TO~IFIDRIEVE~S~OY,~ONTRA~|~RCHITECT AT 11 ===RHEOSI~NGON~22CTURE& b 2 -4- ~77 --1 ~ Â· CONCRETE )VAL111- 'lilli 1 (970) 925 1832 FOR OBTAINING STATE & LOCAL PERMITS 6330 241 125 ~ ~ w Al#F j -~ 7-~.,2111ATII_i~RR1 / cull 3 ~ pi - --- I jl.i, jpl 1 .. 1 1 /}1 1 1 -9 1 . 1*1-='1 COCRETE RETAININL"'.lilli 1 1 J 1 F42'(PE' 2. CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING 12. REFER TO CIVIL DRAWINGS FOR ALL CONTOURS, -'441\\ 1%'1. 4 CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION DRAINAGE & UTILITIES. % 62 â„¢i--\ 3 ELEMENTS BELOW GRADE ARE UNKNOWN CARE 13 CONTRACTOR RESPONSIBLE FOR DETERMINING SHOULD BE TAKEN DURING EXCAVATION & EXISING ELECTRICAL TRANSFORMER SIZE & SERVICE, TAÂ· /Ni',1/ ~ A 8Â· i,F,ASS. Cf<j fLro~P. 1 1 1 1 1 . l' i ~ " ' 11â„¢ r.' 3., co~&7 ' ; 1*CLUEXT '1.'j F#<v&F-~fiC ji~----AE,~I'<a,'3~-57 2<i / ~ 3) DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED AND COORDINATING LOCATION OF TRANSFORMER ,# 0 FOR DEMOLITION VERIFY LOCATION OF LOCAL ELECTRICAL UTILITY COMPANY 15' DRIP VAGES=imS:~-FL#-i'.'} . 0 1,1 CONCRETE / Â¥2 b // 6 -1 ./ ''CJ.1-3/---,4/ r-0 UNDERGROUND UTILITY LINES // LOCAL SERVICE 14. CONTRACTOR IS RESPONSIBLE FOR COORDINATING L_---//1 L~--- . 0 - CONCRETE RCAINÂ·NG WAL .'., . n 1- 990/441 -~ DEPARTMENTS LOCATIONS OF NEW UNDERGROUND UTILITY LINES w/ ----=*aM...H# fkA/// ///// ~ Con/nucton luue Dal 4 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OTHER ASPECTS OF THE JOB, INCLUDING BUT NOT OF PROTECTION AS REQUIRED TO PROTECT OWNERS' LIMITED TO, SURFACE DRAINAGE,LANDSCAPING : D-ng 1-10. I PERSONAL PROPERTY & GENERAL PUBLIC FROM FEATURES. SITE RETAINING & SHORING WALLS, INJURY DUE TO SELECTIVE DEMOLITION FOOTINGS, IRRIGATION, ETC -1.-803%:%532--itf.J:5'' PLAN ' --- /76 - 1 ARCHITECTURAL SITE 2 5 COVER & PROTECT ALL EQUIPMENT. FIXTURES & 15. All EXTERIOR CONCRETE SLABS ARE TO SLOPE AWAY PROPERTY TO REMAIN DURING ALL PHASES OF FROM STRUCTURE A MINIMUM OF 1/4Â· PER 1'4 FOR 20' DRIP ~ ... 1 446<< 0 ~/~0Â·--I~ - L-,-- 4.- ,/-=22Â«353Â¢fffry / CONSTRUCTION POSITIVE DRAINAGE, Â¥ 6. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR 16 ALL SITE WALLS & BENCHES ARE TO BE EXPOSED F Sheet I ~ REMOVED DURING CONSTRUCTION CONCRETE / ARCHITECTURAL FINISH SEE DETAILS & 7 ALL EXISTING TREES TO REMAIN UNO SPECIFICATIONS -2-9 /,/Aa~ - 8 FINISH GRADE TO BE SLOPED 1% MIN AWAY FROM 17. CONTRACTOR SHALL INSTALL & COORDINATE I /7 ~N~M~TO POS DRAINAGE. SEE CIVIL ~~ETIES F~~FOS~~~G~TIONO~LIE~~RICAL 9 REFERENCE STRUCTURAL FOR ALL FOOTING WIRING OR OTHER WORK CONCRETE R[l AINING WAI LOCATIONS REINFORCEMENT & SIZES. 18 SLOPE PATiOS AWAY FROM STRUCTURE 1/4Â· PER 1'-0 E--1 10 CONTRACTOR ]S RESPONSIBLE FOR COORDINATING MIN . s L AI.1 ALL UTILITY CONNECTIONS & LOCATIONS OF PLAN TRUE PEDESTALS & TRANSFORMERS. ( 1 j ARCHITECTURAL SITE PLAN ma 1 (Al.1 7 SCALE. 1-=10-0 1/ 11VM 9NINIV13~I - SWAINIWOONO) 3fIN3AV HliH **""/"m",M*24/'CÂ»*=S;;m*-:~m.tR.*.M#. I"8erg."m#""I'M.mM/"""""*/I m L91.8 03 'N3dSV c LLS 11*IN HlnOS 008 ONCRET~yRING BUXIPER â‚¬.r" .." ~>"s>*::'*:***}Â§#m,13,10* s? f.,fÂ·. crem#f~~Â¤***te.'TreÂ«'39***2**2*~Â§7~~~ mÂ¢j# ..R~ria"Â»RD; ~0Â¥*;*t>,i~~e.-<v.<Â»Â»*'am'FEE{Â«{*149~ P. - 38340 ~ 17"Al 'f.,9 j E f - ....1........... 1 TE RETAINING WALt & PARKING Bu R[TA~NING .9= AVMT}VH 7.................................. C LIMIT OF EMERGENCY REPAIR p DEMOLITION GENERAL NOTESÂ· VrE | ~ ~ PROJECT PLAN GENERAL NOTES: VC D -PHASE,STAIRTOWERSHOWN STAIR PLAN & SECTION GENERAL NOTES: r FOR REFERENCE ONLY 1 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS , 1-1 ' - 8.0, STEP ~EXISTING) 1 ALL STAIRWAYS IN PROJECT SCOPE ARE'EXTER'OR STAIRWAYS DISCREPANCY, CONTACT ARCHITECT AT 970-9251832 6Â»..a| I 1. SCOPE IS STRICTLY LIMITED TO EXTERIOR REMODEL AND -11 6 PER IBC 1026 A ~ ONLY REFERS TO POINT F V. DURING DEMOLITION lit E Mam k IMPROVEMENTS INTERIOR WALLS SHOWN FOR REFERENCE 1 2 WORK POINTAS INDICATED ON PLANS AND EXISTING PLANS 2 CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING , 109'-2 1/2 .CtulÂ«---ff<--up-- i #~ - CRETE w .I CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION EXISING CONCRITI WILL TO 2 LIMIT EXTENT OF SITE FLATWORK AND WALL SCOPE TO ONL. Y Â·Â·! 3 IT IS THE INTENT OF THESE DOCUMENTS THAT ALL DECK COLUMN ASPEN* CO Bi811 3 ~~~ING:~A~NUNDEM~TI~NNEOSTIOULD I ~ ~ REMAIN INDICATED ON DEMOLITION PLANS. SEE SITE DEMOLITION PLANS I ' 7 WINDOWS AT THE FACE OF THE BUILDING,ORARE CENTERED 1 THAT REQUIRED TO COMPLETE PROPOSED WORK OR AS 1 CENTERLINES ALIGN WITH THE CENTERLINE BETWEEN ADJOINING (910) 9134832 EITHER SIDE OF DOORWAYS. OR EXTERIOR FACE OF COLUMN DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION b~ G C.TO CONTACT ARCHITECT AND CIVIL ENGINEER IF UNCERTAIN ( Gtr- -- - r /7 ALIGNS WITH EDGE OR WINDOW WALL. G C./STEEL FABRICATOR TO VERIFY LOCATION OF UNDERGROUND UTILITY LINES WTH | ~ OF AREAS TO BE DEMOLESHED PRIOR TO COMMENCEMENT OF 1 Le] r-,1. ASSOCIATED WORK ./- A ALIGNMENT. NOTIFY ARCHITECT AND STRUCTURAL. ENGINEER OF GROUP ~ ~ VERIFY IN FIELD ALL GRID LINE DIMENSIONS TO ENSURE PROPER LOCAL SERVICE DEPARTMENTS e 7 11 - -2Â«f- - 1 >t Â«'t 1-. - Fil 6 4 RETAIN & PROTECT ALL MEMBRANE ROOF AREAS UNO B.O. STAIRI 3 STAIR/DECK LAYOUTS SHOWN FOR REFERENCE AND CONTEXT El==T Â¥4 ONLY REFER TO ENLARGED STAIR/DECK PLANS AS CALLED OUT 1 r - -1 =2=7-- 1 109'-9 3/16 DOCUMENTS | ' DISCREPANCIES BETWEEN FIELD VERIFIED CONDITIONS AND THESE architects 5. RETAIN & PROTECT ALL DOORS & WINDOWS U.N.0 FOR DETAILED INFORMATION, DIMENSIONS, ETC. 6. RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR 4 ALL CALLOUTS REFER TO NEW ITEMS U.N 0 7~ ..~ 5~--- 42 H GUARDRAIL, TYP 4 SIZE AND LOCATION OF DOORS ON DECKS HAVE BEEN ASSUMED ~ I NOT NOTED IN DEMO DRAWINGS ./r---~ 5 DO NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE - ~- - - CONCRETE WALK AND STEPS DUE TO CONFLICTING DIMENSIONS AND LOCATIONS FROM , 00 53 7, ALL DEMOLITION OF STRUCTURAL ELEMENTS TO BE ,r.- --4 ---_-----_--7~ 1 WITHOUT ARCHITECT APPROVAL. ____c=*-v- - ~ TO BE INSTALLED AFTER CLIENT-FURNISHED AS-BUILT PLANS - V.I.F. ALL DEPENDENT ITEMS COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF ~ ~~ __~ ~ 6 RADON MITIGATION SYSTEM PREVIOUSLY INSTALLED G.C TO ~ ~~~~~.,-- COMPLETION OF PHASE 2 STAIR PRIOR TO FABRICATION .:O ADJACENT WALL, FLOOR & ROOF AREAS TO REMAJN 7-13 IÂ» --2 I | ./ =~7-Â·drF -3"TSSTRINGER REF. ~ TOWER 5 REFERENCE DETAIL SHEETS FOR TYPICAL STAIR DETAILS. VERIFY SYSTEM. OPERATION AND CONFORMANCE TO APPLICABLE CODES 6 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 8 RETAIN WEATHER-TIGHTNESS IN ALL AREAS WHERE 11 -b.*114---,11 ~ REMOVE CONCRETE STEPS 7 ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE TO BE 93 - tr - -1 -M r-~--7=Z=/- 1 STRUCTURAL DISCREPANCY CONTACT ARCHITECT AT 970-925 1832 BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION I L-1-JL--2 I PRESSURE TREATED OR APPROVED EQUIVALENT 7. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED , 9. EXISTING FINISHES. SITE FEATURES. SIGNAGE, 8 ~ ~ ______~___~ ~ r I L_1_JL__ DISCREPANCY. CONTACT ARCHITECT AT (970) 925-1832 â€ž _ ~~_7Â£ I 1 14'-2 7/161 8 FINISH GRADE To BE SLOPED 1% MIN AWAY FROM STRUCTURE TO B IN THE EVENT OF DIMENSIONAL OR EXISTING CONDmONS v ----- 1 T.O. LANDIRG DURING CONSTRUCTION LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN 9 1 REMOVE WOODEN POSITIVE DRINAGE U.N.0 11 -- --------- -7- 9 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, J STAIR Cl 10 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR STEPS REINFORCEMENT & S/ES 9 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, 1 12 -Â· .1 1 REMOVED DURING CONSTRUCTION. P|| | I r Ty / 10. ALL CONCRETE SLABS TO SLOPE AWAY FROM STRUCTURE Ji' f~ - STEEL COLUMN & PEDESTAL, 10 CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING CONDITIONS 1 1 REINFORCEMENT & SiZES 1 11. PROVIDE TEMPOIURY BARRICADES & OTHER FORMS OF ==ik' '' i,ri,/ EXISTING TIMBER STAIR SYSTEM PER 1Â·-0- 2 9 1 PROTECTION AS REQUIRED TO PROTECT OWNERS' NOT IN PROJECT 11 ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD BE ~ REF STRUCTURAL & DIMENSIONS PRIOR TO CONSTRUCTION, PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY LSTAIR (1 .. /\06 - ~ TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB 1-STAIR Cl ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD BE ELEMENTS NOT SLATED FOR DEMOLITION VERIFY LOCATION OF DUE TO SELECTIVE DEMOLITION WORK POINT 6-1 36 H HANDRAIL. TYP TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB UNDERGROUND UTILITY LINES wi LOCAL SERVICE DEPARTMENTS WORK POINT ELEMENTS NOT SLATED FOR DEMOLITION. VERIFY LOCATION OF 12 CONTRACTOR TO COORDINATE LOCATIONS OF NEW 12 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF - ~< I UNDERGROUND UTILITY LINES w/ LOCAL SERVICE DEPARTMENTS WINDOWS, DOORS & ARCHITECTURAL ELEMENTS PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· PERSONAL 12 PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF 13. CONTRACTOR TO CONFIRM & PROVIDE ANY NECESSARY PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL SUPPORT & 8~CING FOR THE EXISTING BUILDING & DEMOLITION PROPERTY & GENERAL PUBL IC FROM INJURY DUE TO SELECTIVE STRUCTURE DURING DEMOLITION & CONSTRUCTION 13. COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO DEMOLITION REMAIN DURING ALL PHASES OF CONSTRUCTION %371 27=42 13 COVER & PROTECT ALL EQUIPMENT FIXTURES & PROPERTY TO , 14 COORDINATE DEMO OF MECHANICAL PLUMBING, >4411 1 ELECTRICAL. & STRUCTURAL ELEMENTS w/ NEW , EX TI C C WALLTO 14 CONTRACTOR TO PATCH AL-L AREAS DAMAGED OR REMOVED REMAIN DURING ALL PHASES OF CONSTRUCTION DRAWINGS BEFORE REMOVAL ~ ~ DURING CONSTRUCTION 14 ALL DIMENSIONS ARE TO ROUGH FRAMING U.N O - I *21 15 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED 15 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED w/ 15 CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE w/ARCHITECT &GC PRIOR TO INSTALLATION ' 1 ARCHITECT & G.C. PRIOR TO INSTALLATION FOR NEW MATERIALS 16 PATCH ALL DISTURBED ASPHALT M k -- 1 ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST 1 , 16. EXISTING FINISHES TO REMAIN WHERE APPLICABLE. it L 17 ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED l N LEAST OBSTRUCT]VE LOCATION AS DETERMINED BY ARCHITECT ' SUBSTRATE TO BE REPLACED IF SIGNS OF DETERIOFIATION ARE PRESENT 1\ REFERENCE 18 FOR STAIR/DECK AND LANDING ELEVATION REFERENCE STAIR 69 + 1 WALL. REF 8 ALL EXPOSED STEEL TO BE CLEANLY WELDED & FINISHED - 2-_m----J 1 NEWWAL NO OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT 50 9 ~~0*- NEW CONCR 1 SLOPE PATIOS AWAY FROM STRUCTURE 1/4Â· PER 1Â·-0Â· MIN SECTIONS 17. REMOVE AND PROTECT FIRE-EXTINGUISHERS AND STRUCTURAL EAN COMPLETELY. VERIFY COLOR WITH ARCHITECT 19 SEE SECTIONS & DETAILS FOR AREAS WHERE STEEL STRUCTURE CABINETS RE-INSTALL AS CLOSE AS POSSIBLE TO REMOVE TIMBER SECTION OTE ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH 1 t--1----17//~ ~ EXISTING LOCATIONS. IS EXPOSED STEEL STRUCTURE IN THESE AREAS SHALL HAVE NE- - ~Â·c-â€ž - T.O. STAIR| ONLY AS NECESSARY FOR CLEAN & SMOOTH WELDED CONNECTIONS, SEE SPECIFICATIONS --- STING CONCRETE. V.1 F VERIFY ALL COLORS OF ALL PRODUCTS, I - 18. REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND | ~ 210 7 1:\ 11 119'-9" ~ NEW CONCRETE WALLS 20 ALL MEMBRANE ROOFS SHALL SLOPE TO DRAINS AT 1/4 PER 1Â·-0 FINISHES AND PAINTS WITH ARCHITECT - - -1 ~ I. 2__0, 1 UTILITIES AS NEC IN AREAS OF DEMOLITION. INCLUDES MIN 1 1 E BUT IS NOT LIMITED TO. GAS LINES. PHONE, Tv. FIRE EXISTING OVER-FRAMED STRUCTURE TO REMAIN 21 LANDSCAPING IRRIGATION SYSTEM SHALL BE REPAIRED & NEW 1 ELEMENTS INSTALLED WHERE EXISTING WAS REMOVED Akj\ i ~ AARM. INTERNET, POWER. AND D N E ELEMENTS 1 - ~ 22 ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS & ~ 19. COVER & PROTECT ALL EQUIPMENT, FIXTURES & 4, 4 0 -ffi 2 -4----1 REMOVE CONCRETE WALK AND PROPERTY TO REMAIN DURING ALL PHASES OF | ~ ~ PAVERS PATIOS ARE FINISH SURFACES CONTRACTOR SHALL PROTECT CONSTRUCTION. ALL FINISHED CONCRETE DURING CONSTRUCTION IF ANY OF THESE AREAS GET DAMAGED, CONTRACTORWILL REPLACE AT e \ HIS COST \ TRENCH DRAIN 0 \\1\ PLACE. REMOVE TOP LAYERS EXISTING TIMBER WALL TO * . 1 \\4 42Â« H GUARDRAIL, TYP REMAIN AND ABANDONED IN 1 02 9 Â«412 1 1 u ~~ ~R,/9 ONLY AS NECESSARY FOR NEW . 1 . , 1 \ \41 CONSTRUCTION .64. ' 1 m ~ |N- CONCRETE PATIO OR WALK. NON-SLIP , . Ee p , â€¢ \ 1 TEXTURE, SLOPE TO DRAIN,SEE CIVIL , N}013 - r ~ ~ | DRAWINGS FOR ALL INLETS. DRAINS, & 1 =~ TRENCH DRAINS, TYP. RELOCATE GAS METER ANDâ‚¬>mi ~- EXTEND LOWER OVERFRAMED I PIPING, V.I.F. NEW LOCATION ~*; \ STRUCTURE TO EQUAL UPPER ' Pa 0; I i OVERF~MED STRUCTURE M- NEW CONCRETE WALL, REF 2 7/ \4 14 2Â¢ 1-0.' - I 1- 6 % 6 CONCRETE CURB <XX . ~r STRUCTURAL 1% xx: / A d----11/ Im le 4 3< 14 34 0% /~ / ILU I- I , / 1:Z / ..7 ~34Â· A r 16 1 1 t. 1 REMOVE STATR 77 1 1 â‚¬ S *3 *11*133WI X ~ , R 143L/33Vk~ h ~ ' ral ~p~21 â‚¬ I V V V F . 1 V V WAl@,IldÂ¢Â«V il-3 11 PE<&2434 0 i 1 -CONCRETE PATIO OR WALK, 1 1 1 1 1231ON >t 21 / F~FIL- - - 13Ajl ON >~ 2% f Â·. Â· â€ž[ NON-SLIP TEXTURE, SLOPE TO See] 0 Y Y ' REMOVE CONCRETE WALK DRAIN. SEE CIVIL DRAWINGS FOR ALL INLETS, DRAINS. & 1 /1 1/ 1/ 1 ly )1Â¢L----1 1 a '1 1 TRENCH DRAINS. TYP V - PRELIMINARY 42444 ' ' i T. 1 1 ST C3>< ~4 ,/ *)RÂ¢*INT ORKROIN-2 1 9 '' 9-~ ~ 1 1 1 1 / \ 1 :3=inss====zz= ' T.O. CONC~ETE 1 ///-1 1 -Â£EE---3--=- 1 | # DATE ISSUED FOR ~ 2.- -- --- -- 4-9,=EFEEEREEE I 07.29.15 LAND USE APPLIC 1 7 1 ________) - SLAB VOID, FILL WITH COMPACTED GRAVEL : 11'11 ;.m *Ill==Ir' 2 Z ALTERNATIVE: INSTALL i I :1.11 ==ill PHASE 2 PEDESTALS AND , WALK INSTALLATION ~ COMPLETE CONCRETE 1 44 ~-40222 1 1 1 LIMIT OF EMERGENCY REPAIR 1-= PROJECT --- 1 KIn -4 1 1 11 1 1 1 1,1 Il -----11 co- las- Dal Lb_Â§TAIRS _____--_ Drawing Tle L----------42 1 1 DEMOLITION & FLOOR STAIR C3 STAIR C) 1 1 PLANS ' 1 Sheet' ~ 1 1 1 < 1 j DEMOLTION PLAN 4' ~ A2 1 j SCALE. 14" =1'-0 0 2' 6' A2. I < 2 j FLOOR PLAN 1 ~A2.1~ SCALE: 1/4- =1'-CÂ· 0' 2' 1*gÂ£/,Ill P~>Â»~58'Â¥D?35Â«31-*W.*.&-./(2Â«3*Â« 4?Â¢P0)>3~Il?.1*4'fle .Ii..-mm~.:.Il=@egÂ¢19./4-6 >bl-X> /,7,1 =3' N 5*Z=66*Â»>:~ *t,tÂ»949?8/209*97:32?f?*=<29*8*83* s)*5864&$?*%4%%99fEf2feJ:~29*?Â» eÂ· / .p ~1 Â§, /~m %5, ~. ~~.~~~~~~~~*~~ LL9Le 00 'N3dSV 11IM HinOS 008 dilll 11VM DNINIVIBII - SWA ) 30NBAV Hlll:I OV8139.9 Il *1&3 dOkid UJ ELEVATION GENERAL NOTES: STAIR PLAN & SECTION GENERAL NOTES: i 11-< 1 ALL STAIRWAYS IN PROJECT SCOPE ARE EXTERIOR STAIRWAYS' 1 1 ALL EXTERIOR SURFACE MOUNTED CONDUIT & EXPOSED CABLE WITHIN PER IBC 1026 LIMITS OF CONSTRUCTION SHALL BE BURIED WHERE POSSIBLE BEHIND NEW 2 WORK POINT AS INDICATED ON PLANS AND EXISTING PLANS CLADDING OR FLASHING REFERS TO POINT F.V DURING DEMOLITION 411 E.Ilam k i I 2. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS DISCREPANCY. 3.IT IS THE INTENT OF THESE DOCUMENTS THAT ALL DECK COLUMN i ASPEN. 0/611 .11 ~ZI~ CONTACT ARCHITECT CENTERLINES ALIGN WITH THE CENTERLINE BETWEEN ADJOINING I ~ .1 125.1132 1 I 3 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED DURING WINDOWS AT THE FACE OF THE BUILDING. OR ARE CENTERED 1 1. CONSTRUCTION EITHER SIDE OF DOORWAYS. OR EXTERIOR FACE OF COLUMN i 4 FINISH GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO POSITIVE ALIGNS WITH EDGE OR WINDOW WALL. G.C./STEEL FABR]CATOR TC | DRAINAGE VERIFY IN FIELD ALL GRID LINE DIMENSIONS TO ENSURE PROPER i 5 ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED w/ ARCHITECT ALIGNMENT NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF | GROUP 1 & G.C PRIOR TO INSTALLATION DISCREPANCIES BETWEEN FIELD VERIFIED CONDITIONS AND THES[| ~architect L_| |l 6 ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST DOCUMENTS OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT I 4. SIZE AND LOCATION OF DOORS ON DECKS HAVE BEEN ASSUMED 7 ALL. SEAMS @ FASCIA. PLASHING & ROOFING TO BE COORDINATED / DUE TO CONFLICTING DIMENSIONS AND LOCATIONS FROM == _ ARCHITECT ALL METAL ROOFING & FLASHING SHALL BE INSTALLED TO CLIENT-FURNISHED ASÂ·BUILT PLANS - V. I.F.ALL DEPENDENT ITEMS f - - ~ J AVOID -OIL CANNING ANY -OIL CANNED- PORTIONS SHALL BE REPLACED AT PRIOR TO FABRICATION | IC CONTRACTORS COST 5 REFERENCE DETAIL SHEETS FOR TYPICAL STAIR DETAILS , . ~,~~ 8 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS. REINFORCEMENT 6 IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS 1 U.1 & SIZES DISCREPANCY. CONTACT ARCHITECT AT 970-925-1832 I i ~ 9 CONTRACTOR TO FIELD VERIFY ALL STTE. EXISTING CONDITIONS & 7 CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED ~ DIMENSIONS PRIOR TO CONSTRUCTION DURING CONSTRUCTION ; 1 10. ELEMENTS BELOW GFADE ARE UNKNOWN CARE SHOULD BE TAKEN DURING 8 FINISH GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO ' i EXCAVATION & DEMOLITION NOT TO DISTURB ELEMENTS NOT SLATED FOR POSITIVE DRAINAGE IJ DEMOL.ITION VERIFY LOCATION OF UNDERGROUND UTILITY LINES w/ LOCAL 9 REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS, 11 --J SERVICE DEPARTMENTS REINFORCEMENT & SIZES. 11. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF PROTECTION AS 10 CONTRACTOR TO FIELD VERIFY ALL SITE, EXISTING COND/Â·ONS 1 <C REQUIRED TO PROTECT OWNERS' PERSONAL PROPERTY & GENERAL & DIMENSIONS PRIOR TO CONSTRUCTION * lili F PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION ELEMENTS BELOW GRADE ARE UNKNOWN CARE SHOULD BE 12 COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO REMAIN ~ TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB 1 111 DURING ALL PHASES OF CONSTRUCTION ELEMENTS NOT SLATED FOR DEMOLITION VERIFY LOCATION 0 to 13 ALL WALL PROTRUSIONS SHALL BE FLASHED UNDERGROUND UTILITY LINES w/ LOCAL SERVICE DEPARTMENTS | ~ Li LK LJOIN AR TRASI ONS CHANGE OF MATERiAL, & AT 12. PROVIDE TEMPORAR?BARRICADES&OTHERFORMSOF WINDOWS, DOORS, SOFFITS, ETC. PROTECTION AS REQUIRED TO PROTECT OWNERSÂ· PERSONAL I : FINISH SURFACES. CONTRACTOR SHALL PROTECT ALL FlhUSHED CONCRETE ~ PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE ~ :i/: 15. ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS, & PATIOS ARE DEMOLITION DURING CONSTRUCTION IF ANY OF THESE AREAS GET DAMAGED, -1 13. COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO ' Â· CONTRACTOR WILL REPLACE AT HIS COST . REMAIN DURING ALL. PHASES OF CONSTRUCTION , ~... 14. ALL DIMENSIONS ARE TO ROUGH FRAMING U.N.0 --- LLJ ~ 5 15, ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED w/ ~ ~ i LU ARCHITECT & G.C PRIOR TO INSTALLATION Z 16. ALL ROOF & WALL. PENETRATIONS TO BE CLUSTERED IN LEAST OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT 17 SLOPE PATIOS AWAY FROM STRUCTURE 1/4' PER 1'-0 MIN. I u 18. ALL EXPOSED STEEL TO BE CLEANLY WELDED & FINISHED - ~ ~ 4,h CLEAN COMPLETELY, VERIFY COLOR WITH ARCHITECT. i| ~ NOTE ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH i FINISHES AND PAINTS WITH ARCHITECT. H z EXISTING CONCRETE. V.I.F. VERIFY ALL COLORS OF ALL PRODUCTS. 1 - 11 O X i LU Z - - 0 i X UJ e 14 1 1. r................. 1 A i- 1- 11 ii r 1 PHASE 2 STIR TOWERS SHCVIN FOR REFERENCE ONLY ~ 1 -SKI LOCKERS TO BE INSTALLED DURING ~ 1 ~ Ii'-11.1. 1 1 1 4 PHASE 2 - _ _ CONCRETE PATIO OR WALK, NON-SLIP BRADEPROFILE TEXTURE, SLOPE TO DRAIN. SEE CIVIL 1 1 ~1 TRENCH DRAINS, TYP -* BLDG C - ---0-- ------------------------------------- --------------------------- --/2/5.2,//:MLY 111=11 6' X 6" CONCRETE CURB ~ / 1 \ ELEVATION - EAST EX]STING STAIR AND SRADE PROFILE NEW STEEL AND CONCRETE S TAIR T=N ~ - DRAW)NGS FOR ALL INLETS. DRANS. & SCALE 3/16 =1'-0 1. % 211 12 ........ i -EXISTING DOWNSPOUT / Email- / TURN GUARDRAIL TO Ath. -11=111 . -EXTEND EXISTING OVERFRAME BUILDING. SEE PLAN - -mTP:!>Mkx r 36Â· H HANDRAIL INTERIOR HANDRAIL CONTINUOUS SEE PLANS FOR STAIR \. 1 1%31.,19x / BETWEEN FLIGHTS, RETURN ENDS TO ADJOINING GUARD ROOFING STRUCTURE OVER TOP OF ' NEW WALL. V IF. EXISTING FRAMING 2 Seal ELEVATIONS - ~ -1 I l-N lili I I 111*111= C SYSTEM TRENCH DRAIN -7 V 1 1 1 lulla~ .Â· PRELIMINARY lilli-111*111. STRUCTURAL - NEW CONCRETE WALL, REF r42Â· H GUARDRAIL. SHALL NOT PERMIT El I lei I lal I It- 1 I \ =m -, I ~ PASSAGE OF 4 SPHERE, TYP. U N.O. HOLD LI 19}flar 1 1-1 3 021 1 1-1 11 . # [[El 1 lei I lEi t. 1 1 <TfF<kl |Ill||Il|I A . ENDS 1 Â¢ FROM FINISHES AND STRUCTURE DATE ISSUED FOR Â«"kElli-NUÂ·.Â·.1 1 El-1 2-~ 1 Il-1 --111- . I El 1 IE' 'al ! 13Â· i 1 :I DRAINAGE. REF: STRUCTURAL 01.29. I Â§ LAND USE APPUC. i 41 Eli lEi 'lili .1 1 -1 EllEMINE-Â·1 ~ 29 X1111 1 1 4 . . i i EXISTING TIMBER RETAINING WALL ~ ~ #111*111*11111.-1 1TREAD, REF STAIR DETAILS -- TE37 8 4 . REMAINS IN PLACE m r [[El I lei I lEi E'l \I LU I 111-111-111- .. - co , ~ .~ EXISTING OVERÂ·FRAMED STRUCTURE, Â®4]22#11 \ 3Â· TS STRINGER, REFÂ· STRUCTURAL f. C -4:'1 1. Al,Â·Â·,g â€¢.A'E r.' -' ' - Â·Â£ Â·Â·: '1 -Â·â€¢L l I 1 2 8 CAULK, SEAL, & WATERPROOF PRIOR 1 \VN..9Tg-u.rui~-Â·~ ~+L~ ~~ ~ 121 I lei I TO NEW CONCRETE WALL rui-7*-95-7- 1-1 LNEW CONCRETE WALL, REFÂ· Con~truc~on -tqFF ..illl r..Iljf . INSTALLATION ~, ~ , I~ .' - ~ STRUCTURAL 1 EZIPP"""""1 19* M r liE || |||'|||l soil Flu CP I~ 2111211121112111211121112111=' =; ''1 4Â· ABS DRAIN. CONNECT TO SUBÂ·GRADE I-,u. Date i ~ CEFF] DRAINAGE SYSTEM Dra*ng r'/ - VOID FORM 1 E~ ELEVATION f -1- I Al I il I lai I I_ ~ , 11 21112 SOIL FILL. & SECTIONS - MICRO-PILESYSTEM,REF. I IE- =1 =1 1 rer STRUCTURAL STEEL COLUMN & PEDESTAL, REF. STRUCTURAL 11/Ul; Ul I III 11211 ~7 112111~~ 11.-1-1 1 1II 1 1II 1 1II I II '-~ & VOID FORM < 2 ~ STAIR SECTION f 3 j RETAINING WALL SECTION Xi.1-Exii--ly.14~ Exi.1SCir-sy-1:.0: MICRO-PILE SYSTEM. REF. ~1~ ~ STRUCTURAL ~ Ilt Al I i~~ 1.1 - ocpyÂ¥,I.16 2-Gl.....1% **Mm#rk<*#/AM/mm#*FIE#MMM*#1.15 ***3*8*fÂ«%3329*%90*118 015*t'N**Pme ..:-4 -<'#..1,41.4**TY.'23'F=...5..*F,oANfi~,IfwifmÂ§[5%4:82*09~2*4YPfE}Mi MM..4FN,%1' >'' 19 1-ll,y HlnOS 008 Ll9L800'N3dSÂ¥ ONO) BANBAV Hill:I ! 41 1 E Mai~ It ASPEN. Co 51611 . (970} m.1,32 GROUP architecls -1-1/2- X 2-1/2- STEEL TOP RAIL, MITER TO ADJACENT RAIL AT CORNERS AND 1-1/2' X 2-1/2' STEEL TOP RAIL, MITER TO ADJACENT BI AT CORNERS AND WELDED WELDED CAP AT ENDS CAPATENDS - 1* DIA. CONTINUOUS STEEL HANDRAIL, l SEE SECTIONS AND PLANS FOR 1/< X T VERTICAL STEEL EXTENSION DIMENSIONS BALLISTER AT 4 0.C STEEL HANDRAIL BRACKET, 9 ----r iÂ·x / STEELHANDRAIL 36 WN. SPACING 1-1/2'X 2-1/2 STEEL TOP RAIL. MITER BRACKET, 36' MIN. SPACING 17 . ALL KANDRAnS UNO - TO ADJACENT RAIL AT CORNERS AND 1 '-TOP AND BOTTOM 11Â· TyP ALL HANDRAILS U:N.O WELDED CAP AT ENDS , 1/4Â· X 2* VERTICAL- STEEL 16â€¢ DIA CONTINUOUS STEEL HAND)RAIL, - BALLISTER ATCD.0 1 | / ~ Cl i *TAL-1 <Sin EXTENSIONS AS SHOWN U.N O. - ill ! 1 ' -SLIP-RESISTANT DECK FINISH - 1 '-0" l ' SLOPE SURFACE TO DRAIN , , ~ TOWARD LEADING EDGE 44 1 4-LI 1 / 1--5 STEEL AND CONCRETE 14 DIA. CONTINUOUS STEEL HANDRAIL, COMPOSITE DECK. CONCRETE COLOR TO MATCH EXISTING INSTALL WITH 1 2 GAP FROM FACE OF CONCRETE, V.IF, TYP. REF WALL. EXTEND AS SHOWN AND RETURN i STRUCTURAL TO WALL, GUARDRAIL,ADJACENT 6Â· x 2Â· STEEL BOTTOM RAIL WELDED TO 1 1 SURFACE, OR GRADE, PAINT TO MATCH STRUCTURAL STEEL ~ TOP OF STRINGER. CENTERED -EXISTING CONCRETE WALL < .-0,- 221-12%~TRINGER. V F HEIGHT 9 1 M 1 11' i El , , -- Lf _ . J RISER HEIGHT AND TREAD DEPTH --: --- - - A- --- SEE STRUCTURAL FOR \ -DECK & STRINGER BEARING B., ~~K,Â·,r , - 1/4- X r VERTICAL STEEL BALUSTER ATIÂ· D.C. * RADIUS NOSING -1 CONSTRUCTION o \ r Â« ANGLES,REF STRUCTURAL, TYP ~ - J- x 2-STEEL BOTTOM lu~IL WELDED TO Â· i TOP OF STRINGER, CENTERED . 1 PAINT TO MATCH - STRUCTURAL STEEL TYP - TOP OF 3Â·*12Â· TS STEEL STRINGER. REFÂ· 1 \Al. / | - TOP AND BOTTOM BALUSTER 4<' M 1/ 1 STRUCTURAL R | -STEEL COLUMN & PEDESTAL, REF TOP OF LANDING STRUCTURAL E ~ // l , , SEE SITE PLANS AND DETAILS FOR - . . J L / 1 4 7-m V V - SECTION DETAIL - GUARDRAIL, -) ELEVATION - GUARDRAIL | 1 7------- - 3' BY 12' MIN. PRE-CAST - ELEVATION - SITE STAIR : 1 j STRINGER & LANDING ( 2 1 AT STRINGER, TYP. CONCRETE TREAD ( 3 j HANDRAIL, TYP. Ae.1 j SCALEÂ· 11/2' = 1-0 <A6,1 j SCALE- 110" =1'-0 ( Ae.1 7 SCALEÂ· 11/2- =1'.0 1-1/2 X 2-1/2 STEEL TOP RAIL, MITER TO ~ ~ - ADJACENT RAIL AT CORNERS AND WELDED CAP AT ENDS 1/4- X 2- VERTICAL STEEL | / BALLISTER AT 4Â·0.C 1 1/2- MIN - 13 DIA, CONTINUOUS STEEL HANDRAIL, SEE SECTIONS AND PLANS FOR W Saa' L . 1-3-/ EXTENSION DIMENSIONS -SllP-RESISTANT DECK FINISH - LLIU ~~ SLOPE SURFACE TO DRAIN -\\-- i x 1Â· STEEL HANDRAIL TOWARD LEADING EDGE Z--- 5Â· STEEL AND CONCRETE BRACKET, 36Â·Â· MIN SPACING PRELIMINARY ~Â· ~ COMPOSITE DECK, CONCRETE 2 1 CONCRETE, VI.F.,TYP. REF: . - BALLISTER AT 4' an Â· COLOR TO MATCH EXISTING 1/4" X 2Â« VERTICAL STEEL l STRUCTURAL REF STAIR PLANS ~~ ~ ~ //2uÂ·C'Câ€ž...EL . i Â·< P' 01.29.I5 1.AND USE APPU[. te # DATE ISSUED FOR /! ~ PER STRUCTURAL I h ~ CANTILEVERED POUR STOP, SIZE 4 , Z 1 2 ..... 9 0 < 1 1 * 'M - /*2Â· STEEL BOTTOM RAIL WELDEC TO . TOP OF STRINGER, CENTERED 3 x 12 TS STEEL STRINGER I 1 L-PAINT TO MATCH . 3 BY 12 MIN PRE-CAST --I REF STRUCTURAL STRUCTURAL STEEL. TYP. - 3912" TS STEEL STRINGER. ~ | [2~ . 9. .4 CONCRETE TREAD, CONCRETE COLOR ./tru.on DECK BEARING ANGLE, Â« REF. STRUCTURAL t// 323-3< 1 TO MATCH EXISTING, V.I.F.. TYP REF. STRUCTURAL 1* --- E \31/ 1 1 1 1-le Dal STEEL COLUMN & PEDESTAL REF: 1 Drawing "8 STRUCTURAL X F STEEL ANGLE SUPPORT WELDED TO | TREAD. REF STAIR DETAILS STRINGER, REFÂ·STRUCTURAL-- i RAIL DETAILS 2-81/2- | | 2-61/7 STRUCTURAL. TUBE STEEL STRINGER, RE lef - Â· C ..... 1 ~h SECTION DETAIL- LANDING - SECTION DETAIL - STAIRS - SECTION DETAIL - GUARDRAIL & 4 j TYPICAL- LANDING HEAL Â£ 5 j TYPICAL TREAD ( 6 j HANDRAIL AT STRINGER A6.1 A6.1 SCALE 11/7 = 1-0 AS.1 / SCALE 11/2- =1-0 KAâ‚¬.1~ SCALE: 11/7 =1-0 ccE*~ghl 201b 2.cui...10Â¢/ Lt91803'N3dSV lS 1-1IW HlnOS 008 llIVdily 11VM 9NINIV13X - SWAINIWOGNO) 3fIN3AV Hlill FOUNDATION PLAN NOTES & ASSOCIATES'< < ALBRIGHTF 1 TW INDICATES TOP OF CONC WALL ELEV /\ 2. T F INDICATES TOP OF CONG. FOOÂ·nNG El-EV ~~~~- vq~~~~~ . 3. T.L TOP OF LEDGE 4 CONCRETE SlAB W/ fixfull 4 ~\_ xWl.4 WWF OVER COMPACTED 402 Park Ave, Unit [ GRANULAR BASE (CONTROL Fo.g27Â·4363 mil JOINTS @ 157 O C MAX 1 4Â· _~ IND]CATES FOOTING STEP Basalt, CO 8,6. 9 ( INDICATES TOP OF CONCRETE WALL 5TEP 970Â·927Â·3039[Ax 6 ..J~ INDICATES STEPOF SURFACE www.albnght associates.com PLANE-PLY OR CONCRETE 8 7 I INDICATES COLUMN ABOVE. TIP 2.2.~6 Sll 62 1 0. /01.L'MNS SIZED AT LOWEST POINT. AND REMAIN '[HA i SIZE FOR EACH LEVEL UNLESS CHANGED BY NOTE K W 21 1 L 3Jxd/4 LEDGER W/ 4 5/8"0 SEE FOC)TING KEY THIS SHEET 8 ~ INDICATES FOOTING PAD. ~EXP. BOLT14 EMBED 9 - iNDICATES BUILDING ELEVATION 10 0 PIPE COLUMN ABOVE. SEE PLAN IÂ·OR Â»43- - -1 I 3 CONC OUR ZVLI18 SIZE ANT) BASE PLATE TÂ·P 112Â·Â· 5 ~ A-COMPOSITE DECK (5 11 IXXXÂ·Â·>0(Â·; TOP OF BEAM ELEVATION TFTW/ 1 4 5 h A 6 A 1 TOTAL) W/ 4x4 W29x * 142/ 41-!/ W 2 9 WWF 14 .1'COMERW/| 8 - 12 --7 JOEr BEARING 2'Â·C x ZÂ·,0 FTG, 17 P.. 13. C JOIST ] IANGERSIMP SON -U" HANGER 3Â· 05 EA WAY | - U.N.O 14.- - 4 0 PVC FND. DRAIN, SET IN GRAVELAS ON ARC}I. DRWGS 15 VENTCRAWLSPACEAREASPERIBISEC 1203.3 PROVIDE BLOCKOUTS N FND WALLS AS REQ. SEE GENERAL NOTES FOR REINF A r ' C~ 18. DO NOT SCALE DRAWINGS CONTACT ARCHITECT OR ENGINEER FOR DISCREPANC1ES OR MISSING DIMENSIONS ~TU' 120'.6 TF 110- 6 1/2 <4 4 TW 1 20-6 ffi'10.6172\1' â„¢,119 1/~- 4 ~_32161,2-- -1- 1 ~ TW 120'-6 * TE 113'- 6 1/2 -4 1 49 % 0 i +4IJ , ' 4.-10' FTG. TW l.Â·-Â·' 6 /TÂ¥-TB' 6 12 55 2 ~: IPROVIDEFLEXIBLE]OIN'T r~ BE]WEEN EXISTG BUILDING ~ 9 /' | & NEW RETAINING WALL k . 121- - 4 CONCRETE SLAB W/ 6xt*Wi 4 -- xl/14 WWF OVER COMPAGED GANULAR BASE (CONTROL TOINT5 @ 157 O.I MAX NoIL SEE ARCH. FOR ALL D[MENS[ONS & ELEVAI1ONS NOT INDICAT'ED FOUNDATION WALL SCHEDULE ISSUE: 07/14/15 PROGRESS SYMBOL DESCRIPTION -27 NEW FOLJNDATION WAU EXISTING CONC WAI.I. TO BE REMOVED ,56*28%2 NEW CON. CURB ADIDED TO IEXISTINO EXISTING CONC WAI I TO REMAIN /G.4 RETAINING WALL EX[STNG CONG WI LTO BE SAWÂ·CLT fof 0 1/4,1 - 11.0 ALBRIGHI & ASSOCIATES WAIVES ANÂ¥ AND ALL RESPONSIBILITY AND LIABILIn' FOR PROBLEMS JOS... 14018 Wl]IC ARISE FROM FAILURE TO FOL Ii,W THESE PLANS AND THE DESIGN INTENT THEY SHE[ CONVEY, OR FOR PROBLEMS WHICH ARISE FROM OTHERS' FAILURE TO OBTAIN AND/OR FOLLOW GUIDANCE OF ALBRIGHT & ' ASSOCIATES WITH RESPECT TO ANY ERRORS, OMISSIONS, INCONSISTENCES. AMBIGUITIES. Sl.1 OR CONFLICTS WHICH ARE ALLE(jil 15 1 Zxl//16.~ - 1!edahl Xuaillau.I3 1 2u!Pl!ng sopuo) anuaAV H16 opeaoio) 'uadsv vENLI<AL N } A.PAN RATINC E'JI\'AIEN--3 2' BE. ERT}LANTE: 1"t,Ch-,1 r-hti ALL ALBRIGHT r]FTH./ COND OhNTALT STRIJCTUIA L EN:1/El r. AND ARCHr ECT FI.............. . A 11 & ASSQ~IATER 14 J ! ''I 1 2/ . 10Â· PROVIDE 1*0 HOL.ES 07/13/~~ PR[OR TO CONSTRÂ·-1-ON a 1/1,1.\11 ,-1 *10Â·0.C FOR DRiLL ~ |& EPOXY [leWELS STILAN[ OVA[O LUMBER FLATEC . t 1 sID' 2 INC IMOR AT k 1 REATED LAM]NA ' ED STFAND LUMBER S'/PLATES C.ED FOR ON T H E 2.i.,il.& ......... / 1 <EF FL IN FOR 2 COMMERCIAL Ep DRA '* INOS AS Â·STkANDÂ©U ARPÂ· ARE AS W.NUFACTJRED BY T.I n ERMAELT.k - - Fil~ ATE RESIDENTIAL SPAC E 40 P.f CORPORATION OF BOISE 1[>AHO ST'INDJUARD PLATES 5HALL. 82 INST ALLED :I â€¢4 @ NOSE ~ I '4'Â· x .7" ST'FBI 1 743 3 /'iND BASIC / IND SPEED -Â«Inph ACCORDANCE '1 [TH THE KIA.NUFACTUREB RECOMMENDATION$ STANDAR: 402 Park Ave,./,1 [ EXPOSURE HAI 11â‚¬1-Fl~qâ‚¬84"t)/C B GALVANWEDFASTENERS 'Nunt~NOERS,40 BE-,5ED ANDTREATMENTOF 0-7519 Basalt./08,2 1 41 b EISMIC CATEGORY C NOT REQUIRED /]TH STRAN'GUARD LUMBER IFSTANDARD PRESSURETREATED 13 51 AB 1,[ANOFR C OAT!$ LUMBE}l IS TO BE bll BS TTUTED, CONSULT ENGINEER FOR â‚¬-TERNATE FASTENER ANE 970 927Â·4363("â€¢-L A ~~'x: STEFI B(~T RAI[ 7.11']AN LA J 970Â·927Â·3039 rÂ» B DESIONCODES ' 1,9 x CONT W [ I D F 1 1 TO ' T R I N i,1 R 0 1 UP & BO 1 : ]NTERNAT]INAL BUILDING COD/(2000 www.albright.ab~oi at /5.< m IC[ BUILDING CODE CAL[ 11&0â€ž ] A[ L EXISTING CON..... .' ST BE VERIFIED . THE BUILDER IN T}Â·E FIELD PRE CASTCONE TREAtA ; T w AL! '. ~ ~ 3 AES STEEL CONSTRUCT]ON MANUAL (9,h E[11 0. UNKNOWN ANC' VARIED CONDITIONS liAY BE FOUND NOTIn THE ENiNNEER OF AND + HE:@12'1 . CON< 4.48 *i Rf]NE STRUCTURAL CONDITIONS FOUND TO VAR, FROM THAT INDiCATEL DES],DN ~ 1 BY OTHER, 75[Â·L ]),AN / ,Â·- 4-TE~2*#TW- QUE ILAN REVISIONS MAY BE REQUIRED AND ARE EXPECTED AS A PROCESS OF REMODEL WOR) / 1 EMBED PLATE FOR TREAD TONIA 3/8Â·BENT! 111 'AK# 4 AITC TIMBER CONSTRUCTION MANUAL (44 EDITION, A-IN - 1,1 Ni i : SPECLAL INSPECTION ~ ~ BITEFAD MANUFACTUR[ R STTE[ PiL,/]Y 1Â·\ ' 131/2Â«O LAI' BOL'b. L~,EL PLAN SPECIAL INSPECTION REQUIREMENTS LITED BELOW ARE BASED ON THE I ALL/!MENS!//SON'TR.11-TURALE~RAI]NOSS'ALLIEVERIFED......THE SEE ARCH ~ -IÂ·Tr=+ 1 I15Â· MIN EMBEL . REQUIREMENISOF[HE 2//INTERNATIONALBUILDING CODE THE REQUIREME.19 ARCHITECT, lkAL IND DISCREPIN'IlES SHALL BE BROUGHT TO THE ATTENTioNOF Tht FOR DIMâ€¢ AT SIAP , â€¢ ARETOBLENFORCE[ M THELOCALBUILDING '/]CAL THEOINERSHAL. RETAIN ARCHITE-1 ' T}CE Â·INDEPENDENT INSPECTORÂ· AS REQUIRED BY CHA FTE R *OFÂ·!HEIBC AND THE â€¢ / 1.1 DC>Â·D/Fls*12Â·F -7.-,r-__'-Fl Tbught(~r, 4__t le ~L 1 1 LAN LOCAL B[LD]NO OFF]CLAL THE REQUIREMENES LISTED BELiN ARE BASED ON A k THE ARCHTTECT MUST AUTHORIZE ALL SUBST.rmONS SUCHAL.HORIZÂ·mON ' Ll*10Â·OC DR!11 6, STRICT INTERPAETAT]ON OF THE IBC AND MA't NOT BE REQUIRED BY THE LOCAL DOES NOT RELIEVE THE CONTRACTOP FROM CONFORMANCE W[TH THF DRA/'1,6/ .....' OFFIC./LBASEDION EXCE.]ONS LISTED)/1BCSECT,ON ]7(14 1 AND SP'ClriCATIONS 1/loTOPOIWA,li .INC RETE SHALL BE IN ACCORDANCE WITH TABLE ]704 4, EXCEN SPECIAL , COOR[INATE ALL OPENINAI THROUGH FLOORS I Al 1% AND ROOFS 'TTH THE brOXY 4 1 /2- MIN 3,70 0 14Â· , 1 STORES WITH K) OCCUPANCY UNLESS REQUIRED BY BUIUMNO OFFIC]A]- BUT INS PE,-TION IS NOT RE QU]RED FOR n'PICAL FOUNDATIONS FOR BU]LDING LESS THAN MECHANIC.i. AND ELECTRICAL ODNTRACTORS QU F NT I 'M I ~~L:x2:1'4.8 FOR WAI 1 6 CONCRETE MATERIAL SAMPLING SHALL STIU BE PERFORMED, DENON (F EMBEDDED . DI NCT./.]LE AGAINSTI AL LS UNTIL FLOOR IND ROOF SYST E MS BRAG.]NO ~ 1 <HF LF ANGLE L '112 . i "c.HOR BOLT'HAvE NOTBEEN]"REASEDPERSEC-noN 1911 5,â„¢Â·USNOT THOSE I ALLS ARE lN rLACE Pfl// 1/ 1/ REQUIR]NO SPECLAL .SPE(LTION -LEL= Li N CONSTRUCTION MATERIAL S SHALL BE SPREAD OUT H PLACED ON FRAMO PLAN â€¢ .I Rl.... ST'I $1Ei-LiL INSPECTION SHALL BE PER TABLE 1704 3 ALLBOUTEE CONSTR1 leÂ·TION LOAD SHALL NOT EXCEED T HE DESIGN LIVE LOA[ PER SQUAiRE POOT CONNE- T ]ONS ARE BEARING TY PE CONNECTIONS. UNLESS NOTED OTHERUISE. 1 EXISTG TIMBER WAI I R}el;IR]NO PERIODIC SPEC]AL INSPECT]ON SPECLAL ~NSPECIT1ON IS NOT REQUIREE O PROVIDE AN lsTA STRAE AT ALL DISCONTiNLJOUS WALL PLATES EXTEND STKAP & ,/~-1 TO BE AB.ANDONED ./ . . .BOLTS LA BELED AS 7007 ON THE STRUCTUM: PlANS ALL FED WELDS REQUNE .1/1/ 1/OF ] r.n ONE' 1.TER.L./ON, EACH SIDE ANOMMIES MAY INCLE)[1 , ~ STAIR STRINGER @ STEP ~ THRESHOLD @ STAIR *5\TRT 1 / . Â·.1 INT]NUOUS SPECIAL INSPECTION, EXCEFT SINGLE PASS FILLET WELDS LESS THAN STEEL COLUMNS MECHANIal PENET RATIONb,CORNERS. LEVEL/SLOPED PLATE 5/ le WHIC H ONLY REQUIRE PERIODIC INSPECTION SPECIAL INSPECT]"15 NOT TNANSIT]ON HEAVY T]MBER BACKSPANS . , REQUJUP FOR LA8RlanON WHICHOCCURSONTHEPREMISE:,OF AN Â·APPROVED @ 1 1/2'= 1 0 14016 @ 3/4" , 17 14018 #9 HOR[7 L,/' t rÂ·ARR]uATORÂ· Ifi DEFINED IN I. SE Th// 1784 2 2 P TM E CONTRACT SIR LIC.1 jill DRAI']NOS AN D SPE C'.CATIONS REPRESENT THE . F NISHED 5TRUCTUR[ THEY DO NOT ]ND ICATE 1 HE METHOD OF CO'NSTRUCT]ON @10" O,1 11 MECHANICAL CONCRETE FASTENERS (EXPANSION AND SCRE' n'Pa REQUIRE IND, THE CONTRACTOR SHALt PROV[DE ALL MEASURES NECESSARY TO PROTECT THE |TriTIR]NO[ R w I Uk/TED TO. BRACING SHORING FOR LOADS DUE TO CONSTRUCT ION EQU[PMENT , EC,i 1 Â· PFRK)Ille [N.PECTION PER [BOSE'-TION 1704 15 STRUCTURE DUR]NO CONSTRUCT]ON SUCH MEASl 'RES SHALL INC Ll UE BUT NOT M ~ TOP RA11 ~ SEE PLAN tk 2 â€¢5 DOWL 1 1-330Â· 1- Â· El'DXY TYPE CONCRETE FASTENERS SHALL BE INSPECTED IN ACCORDANCE WITH ETC OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENOINEER SHAL, NOT 0 - 98Â·OC 12' I ~-' .ANUFACTURERS RECOMMENDATIONS INCLUDE INSPECT~ON OF THE ABOVE [1 EMS NOR 'X'11.1 THE S- RUCTURAI ENGINEER BE ~T WALL -'- , 5 TRAN,\ :'SPONS]BLE FORTHECONTRACTORÂ·S MEANS METH'DDS TECHN[QUES. 'EQUENC E' @8Â·oc w PRO\,IDE I '. SPECLAL-I SY5TEMS SUBMITTED SUCH AS BUT NOT LIMITED TO CARBON FIBER FOR PROCEDURE OFCONSTRUCTION, OR THE SAFFTY PRECAUTIONS AND THE SEE PLAN ~ STD HOOK 2.1 KEY[\ Â·' 1 RE'NFORCNG MICROPILEFOUNDATON ELEMENTE HELICAL P]ERS.ANDOT}JER PROGRAMS INCIDENr THERETO. 4 ~~MMi z T FRI IKI/O WALL 12' SPECLA.7 COMPONE'/S WHERE TME DESIGN IS PERFORMED BY ANOTHFR ']CENSEr B Al.L ISTERS @ e 00 - 50 I # 9 LONG[T ~ | 3 .4<*M ~2712917g~~j*~~~4&*MTH THE REcoM~ir~ti~-r~o~s . COMPOSITE FLOOR DECK SHALL BE VLI.....& FLOOR DECK AS MA/1-1FACTUREE i'LAN *t / loÂ· OC 1-4 O COMPOSITE STEELDECKING 1.dÂ·Qrull Bal RAI] ~JT THRESHOLD c BY'VULCRAFTFROMITEELCONFORMINGTOASTIWIRGALVANIZE[ DECK T SEE pa st- -- . I: 22& ,~ k 1 BUILD]No FOUNDATION SYSTEM HAS BEEN DESIGNED USING AN ASSUMED MAXIMUM 09 6775 ALL COMPOSITE DECK SHALL HAVE A 6Xe 'l ' 4X 1 4 U ELDED WIR E FABR IC I Â· D FOUNDATION' GALVANI ZED COAT[NO SHALL CONFORM TO ASâ„¢ P.5. AND FEDERAL SPECIFICATIOK ~ 1 WELDEDTO STRINGM â€¢ ALUDWABLESOILBEARING PRESSUREOFZOODPSFANIDAPASSIVE EQI,11VALENTFWIC' CLEAR FROM TOPOF CONCRETE, UNLESS NOTED OTHERWI5E COLUMN CLOSURES ir,-r PRF CAST CON, 1/ AIN . . .1'ji, b **% 4 .&- LATERAL EARTH PRESSÂ· 'RE OF 45 FOF Â»PTINGS,HALL BE PLA,EL' riN UNDIS i UMBLI CLOSURE ANGLES AND POUR STOPS SHALL BE AS RECOMMENDED BY DECF I '.ALL BY O [Htle - 0 . 2 501' SOILS ARE ASSUMED TO BE UNIFORM NON EXPANSIVE AND NON COMPRESSIVE MANUEACTURER TO FURNISH A COMPLETE JOB AN \ p â€¢ L' T}{EOUNERS*LLR~AlN'Sol,EN#guel,PECTTHEREAIINGS'116 ~EMI'IFF, ~ATI FOR TREADCONN ~ REPORT NO FOOTINGS SHALL BE POURE'UNTILAVERBALSUMMARY HAS HEENCIVEN DOES NOT EXCEED 12 ]NCHES ON CENTER SIDE LAP ATTACHMENT SHALL NOT EX,EFEI 1\Yl R[AD MANt 11.ACTURER 9\ 01-- ze Â· EXESED DUING EXCAVATION TO VERIFY ASSI.IMFTNONS AND TO SUBMIT A I'lr TE N DECK SHALL BE WELDED TO SUPPORTS.TTH A 5/8Â· DIAMETER PUDDLE I ELI) GrAIN . , TOTHE 'TRUCURALENOINEER BYTHESOILS EN'.INEEK THES,OILIENC.IN./SHAL[ 361/CHES ON CENTER All WELI>ING .... BE PERFORMED ./ILDERS TE STRINGER L,Â·Â·-'' DRA NAGE REQUIREMENTS AND ANY ADDITIONAL CONSTRUCTION R EQUIREME NTS INSPECTION (BUILDER' 01'nON EN,2 HILTI POWER ACTUATED FASTENERS AT SEE PLAN I 1 7 + 4,\4 - /// A 05 DWL. 12'L NAME AS T}i'SE SET FORTH ABOVE 1 AFFECTED BY./1.6 :U'rPORTS AND â€¢10 TEK SCRE' AT SIDE LAPS SPIC!NO ./2/]REMENTS REMAIN THE AL.50 BE CONSE TED M THE Clu'NER IN REGARDS To poss, BLE Folli Nril rioN EXPERIENCED IN ./HT GAGE STEELDECT WORK AND SHALL REQUIRE SPECLAL 3'10 Ir .r / 7 I 1 2Â· x 9 1/2Â· : I 2 51 5 u'lt / U /1 @8'0Â£ 54 0 E FOUNDATION E:211-DINS TO BE FOUNDED ON A FOUNDATION M STEM DESIGNED FOR A MAXIMUM 1. ENOINEERED .TRUCTURALCOMPONENTS 1, 'RAL EARTH PRESSURE )745 PCF SPREAD FOOTINGS 'l 197 BEAR ON SHOW N ON THE PLANS AS DESIGNED BY OTHERSÂ· SHALL BE DES]NOED BY A LISCENCE[ ti;v: 5 k/ft , Al,CRO PILES 1 .1 1 7/ ABLE SOIL BEAR]NO PRESSURE OF 2000 PSFAND A PASS,VE EQUP,/AL EN' e U ][13 9[>EaV TY STRUCTURAL COMPONENTS SUCH AS S-AIRS, SHADE STRUCTURES ETC A I END PL W/1 5/88 \ 1 3 GALV EXP BOI -15 ~ 1/ g Im OMERS 6- T 9 k/,t 11 SEESORS]NVESTICAT]ON REPORT /0 0/99/0 EN:!NEERINTIESTATE OFCOLORADO ST.AMPED DRAW]NISAND./.CULATiC- 1 1 2xlx]/4 x 8 :4 -I 1 IM ITE 12 PMER AS .LENWOODSPRINGS SHOLILD BE ST'Bl.11TTED TO THE EN]INEEROF RECORD FOR REVIE'm PRIOR TO a SHLE iÂ· ANGLE ~BFOÂ·D TO RFI>Er | Â·Â· Â·.â€¢r' Â· 4_ SOIl "TA AND CONSTRUCTION REQUIREMENT' A \ b W p, 1. , .Â· . '...'7. CON.UCT!(IN I t- -t IWORIZ FORE.* t k SOILS ENG[NEER SHOULD OBSERVE ALL FOOTING 1 .:. [/ '. 9 _. 4'. . .r ' CONCRETE PLACEMENT TO EVALUATE BEARING CONDITION> ]4'018 - 1 4V \ ILÂ·Â· â€ž,45/PPORTANGLE.:r * E SEE PIAN ' PROVIDE._"4"- _.Â·Â·Â·â€¢DIZE" ir'11.-Â·Â·.1-ZE-Â·10'2â€¢ELEDB'THESOILS ' ENGINEER F> P BOLT x T 6 4 ~ (MIN 3 PER STEP) t 0 =:r: ..-Fl,1- -1.-E.'-I.2,73 f â€¢Â· â€¢ Â·11 / :13<CAL P]ERSSPECIFIED ON THE PLANS ASDESIONED BY OTHERS 4/D Â· -fÂ· Â· 11Â· ~COEbSORIES.N.CONNECTIONSTOTHEFRMARYFOUNDATIC' ~ STAIR STRINGER@ WALL - STRINGER CONN. @ WALL /1 RETAINING WAI.]. Par- P .'.,4 IN. L XI 2 & USCENCED ENGINEER INTHE STATEOFCOLORAID I 4018 (17 # 1 1/2-1 0' 14018 ~ @ 3/4"-1'0 I4,118 C. RECUL' FOR REVIEW PRIOR TO CONSTUCTION A kllÂ· ./.1/j AND CALCULAT.NS SHOULD BE SUBMITTED TO THE ENGINEER O CONCRETE . ' 'ING'Fl E HAS BEEN DESIONFD AND SH/11 BE CONSTRUCTED IN ACCORD INGE /'ITH i HE AMERICAN CONCRETE INSTITUTE BUILDING CODE Al] 11&95} ALL SLABS ON GRADE ANI STRUCTURAL SLASS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF IW SECTIONCOLLIMN 4800 'Â·liN,8 DAYS ALL 01 HER CONCRETE SHALL HAVE A MINIMUM ODkPRESS]VE 1 4\/ 7 Â·Â·1-11- / SE! 21 AN *7 Si Â· Â·Â· iTH OF )000 PS IN 28 DAYS ALL CONCRETE SMALL HAVEA MINIMUM 0720% FLY ' i INTENT THEO"NERSHALLING'OE'QUAL1/E[) ./EPENIDEN'TESTINC AND 3,/4Â·xlexirÂ·SIFI~ \ 1 + loNi SHRINK ..J- iT-:-,Ill .in Â·'r ='---- i--'-'..TE'I 41;TTFFâ‚¬21Â·/11Â¥Â¢â€¢fFI- |l|.L.Lf BAE I A.-rpm. -!'02 1 i Â·Â·.ND EHE#Ca lf|- IÂ· 1, 1 0'b /| 74 ~LtÂ· 1 -'.AL 4 1/2. : 11' I . 6135*712,1 .76 r...Fl .'.R 91~EÂ¢1/L , â€¢ 2ff I. ME.H. Â·Â· I' R.NOR N., â€¢' PLACED EU- TS A ,;.5 ALL J ' . T PIFR Â·-: 1,0Â· 'Â· j. - 10!NT.KEY[' 3.9,N[ -7 M m P I '- , ~156?E PLAN . r + /1,*- E SHOWN ON PLAN I -Â»PETE L . 4 7" 13, /11 - -2Â£60 SHALL BE -1 4 _ Is -. ~ , RENFORCING SHALL BE, Â·JI .Â·. i.. ~ Â·Â· ..: -P:- Fâ€¢ -El- U-/7-Â·.= ., I -9, SQUARE (,0Â·â€¢ 1 PIER Â©r. r'LAÂ·rx ----0/ .: Â· ~~~ ~-/TÂ·' Â·Â· =Â· \Â·I,Â· .Â·r.*, 'r J 21 __ CON- ~1 3.' 1 Â· /14 1.4,9 _r ;- ''-Mt'Ii.5*1â‚¬LBEAHIP'I.~*:,~BAR_Â·IP L_= â€¢ 3 TIES T WALL PREN .-Â· -RNER 'Â·+ Â·Â· EQUâ€¢ Â·~F ANDSPACINGARCUNDALL CORNEr' PRON De |/ 2 â€¢ B, i .ITHAM.Â·..,Â· 'OF.V'rRO]ECTIONBIONDTHESIDESOFALLOPEN!Nob /le 10. O C 2 â€¢5.CONT -1.--1 =IT/ [N '*Al.3 BEAMSAND SLABS PRO.DE ALL ACCESSOR]ES NECESSARY TOSUPPORT , 'El/FORCING A-T PC)51TioNS SHOWN ON THE PLANS WELDED /'tiE F.B.1. SHALL -I @ ror kBoT i 14 Â· t' ~415 DowEI s.3 24Â· ' CONFORMTOASTIA!85 LIWIRE FABRIC REINFORCEMENT ONE FUUMESH PWS ZÂ· .-T SIDES IND ENDIAND' RE TOGETHER ANCHOR BOLTSFOR BP,M ANDOOLUMN DÂ· â€¢SHORIZ---~ BELAINGPTATESSHALLCONFORM TOASTMA,0, ANDBEPIACEDWITISETn NO TUC . . . 10' 0 C . TEMPLATES 05 VERT - . ill L [SSCRINGERS iT FIG J @8"0Â¢ 1 , 4Â» ALLWIDEFLAN./.TEELSHIPESS~.liCONFORMTOASTMA.92 FORS,MANDI[ ISFE PLAN ~SEE PL.AN ~ â€¢' ~ Â·Â· . - SHAPESAND CHANNELS, STEEL SHALL CONFORM TO Al. TUBE COLUMNS SHAL CLA CONFORM TO ASTM...RADF Bl LATEST EDITION PIPE SHAPES SHA' CONIORM TO) SE.6 .. AST'/5/0/ADEB' ANC.SAND'.TESSHALLIONFORITE./36 FIELD PREÂ·QUALIFIED,\ mt - M AN -'. r CONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNEISTJONS ./H MAX/1-IM WELD 13-1-,41, ,0'~-7:E- , â€¢ NUMBERCEAST'd /325 3/â€¢Â·DIAMETERBOLTS'O F' BEAM'N.]NI.E ROW AND SHALL CONFORM TO /$[M .25/ 8[AR!NOJYPE CONNECTION, UNLE5S OTHERWISE NOTEr, SEE SECION' OFTHECENERAL NOTES FOR SPECIAL INSPECTION AND TESTING â€¢ REQUIREMENTS STRUCTURAL STEELSHALL BE DETAILED, FABR]CATED AND ERECTEL V I IN ACCORDANCE WITH LATEST PROVISIONS OFT HE AISC MANUAL OF STEr ~ BENT STEEL BEAM /h PIER & FOOTING DETAIL . 8- c c 24Â· @ 1 1/3"-1 -O #5 DOWEL ._~30Â· . CONSTRIa'ON ./. AISIC.ODE OF STANDARD PRACTICE SHO]' DRA. 1/3. S.AL I .1 SUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRiOR TO rABRICATION . -02 DRAW]NOS SHALL DITAIL EACH BEAM. APPLICABLE CONNECT]ONS. LAYOUT AND 14018 ~ @ 1/4. -1-0 14018 4 ,. SRANNG USE WELDERS MEETING THE REQUIREMENTSOFTHL AWS SIANDARD CONCSLAB & REINF 1 7 , QUALIFICATION PROCEDUREÂ· COMPLY..TH AWS /1 1 Â·STRUCTURAL WELDING SEE PLANI-\~ ~ CÂ©DE~ ALLWELDSS}iALLBE E?0XXLH/P[CALUNLESS NOTED'111ERWISE FRIME All TOP kil 1- SLAB â€¢\ STEEL Wl[}1 APPROVED PRIMER, UNLESS STEEL Wl] L RECEIVE SPRAY APPLIE[ ~SEF PLAN 4.-*-I-L b MUM,=rilitUU,t12'ULUA=VE ARCHTECT BOR LOCATIONS REQUIRING FIREPROOFING TOUCH UP PAINT F EXPOSED BOLTS WELDS AND ABRADED SHO)F PAINT AREAS DRY PACK OR GROUT FOR 3 10 1/ # 5 TRANS\' 41=11 '4]f?24** ,., . BEAR]NO PLATES SHALL BE SHRINK RESISTANT EMBECO 1 53 OR E QUIVALEN T 1 /4 0 x r STEEL Ar Plo . / O1 PROVIDE I c lj' EXPANSION ./2., WHERLAPPROVED BY EN'fNEER, SHALLBE SIMPSON BALLITIERS@4"IC =4 KEYI ~ .i Â·,- Â«sTRONOBOE/,HILTIÂ·KW]KBOLT 3.ORAPPROVEDWEDOE-fl,1/STALLEDIN 1/2 x "STEEL BOT RAIL PLAN ~ 1 * (@15Â·00 p.,~ ~. ~ CLR. ACCORDANCE*'ITHTHEM.ANUFACTURERSREQUIREMENTS EPOXYBOLTS WHEFF ix,[ZI IF[~ -R AIRINOR/J mROVE" BY ENG]NEER, SHALLBE 514"ONATIP.Â·SET XP HILTI-HIT150Â·DE MANUFACTURER S REQUIREMENTS CONCRETE SCREW ANCHORS. WHERE â€¢,PROVED ISSUE. QI. i IN AN FOR C SE E SECT]ON C OF THE 'ENERAL NOTES FOR SPECIAL INSPECTION AND TE.1/0 ' ' 'R tky ' '~ APPRov~r, ADHESIVE SYSTEM, 1/STALLED IN ACCORDANCE./. THE l' ENG]NEFR SHALL BE PO'XÂ·ERS WEDGE BOLT ANCHORS,OR APPROVE[ ANCHOR 07/14/15 PROGRESS â‚¬J-All& REINF S'r 51 EM, ]NSTALLED 1/ ACCORDANCE NCIâ„¢ THE MANUFACTUREWS REQ'21REMENT. REQU:REMENTS TS STRINGER L/ . 6.. -r. ...00/ 0/ . , ./.ROOFS FLOORS ANDSHEARWALLSHEATH1/0:HALLBEARACKIDE - SEE PI AN} . I ..=22. VOIDI 11Ullu 1~111~1111Ii 11'1111 11111-1170 i N,illlÂ·I Ill:111 11 :PIN[ inl.'AR TO SUPPORTS AND) STAGGER JOINTS FOR FLOOR AND ROOF P TRADEMARKED CPX * ITH EXrERIOR CLUE LAY u PLYWOOD Nt ]TH FACE GRA~N 1 FOR\1 I ' Slir ATHING PLY WOOD OVER DECKINO TO BE LAYED PERPENDICUAR TO DECKING U#5DWLxtzÂ·L 9\ 1 +15 :.AG /1. IDINISTOAVOIDPLâ„¢OODED:EALING PLANKEDGE ALL*ILINC 3 10 r 1 " 42*1/1 18. 10 8Â· O C 54' | \, ~ ~-FT Bl 1 OW FO R US E REQUI REMENTS U C OMMON Ill. R]NO 5HANKED FOR ROOF AND FLOOR SHEA-THING REFER TO TABLE --TEr--*~H I IPANK,LE Sk'it~ ~ ]BYOTHERS '3 8 IH[,-KNESS SPIN/iNDELX EX,F INNER MICRO FILES 2 3/8'47'47' V \ VIe V 0- 4 " h RAT14 NAr[ING N,O,1UN STI PLATESI BATTER PER AS~ ~ i ~ , ..'... I. 46/)4 .. c ./.'C>C 1/4 0 rey I REQ'DTO RESIST[- 1 1'-o .PED Re<)1 I S 3/]0 ./6/I &1@12'OC â€¢ HORIZ FORCE / FLOOR 3/4Â· T&: 48/24 .@6Â·02 84@:nX STL COL L.,/' 140,8 SEL PLAN I 14, 3,/4~ I STRAND BOARI, ITHI.1.1 801-n ' SEEPLAN OVERTIO BECKI 1/roR[ENTED 14/8 ./4'Â« 5d@yOÂ· SHE\R ICALL 1/2' FLYÂ·rtÂ· 14// Sd@4~02 8<i@[K>C InÂ· ORIENTED 14/0 1Â¢2@yOC ]Od@129 SHEET STRAND BOARD - STAIR IANDING @ STRINGER rn TOE SIDE RETAINING WALL ALL EDGES OF SHEAR WA LL SHEATHIN: SHALL M BLICKED ORIENTED ST]LAND SZ. 1 BOARPLOS/'SHEATHINC M.' BELSE.,ASANA'TERNAT[TOPLY.002/]THFRil'R cg @ 1 1/211= 1'-0 APPROVAL OF ARCHITECT AN[-Â· ENOINEE. OKIENTED STRAND BOARD I :b 14018 42/ 0 3/4-10 14016 QHFATHING SH..L (-01./.NOT LESS THANTOE I F)(TEKIOR..UE AND\HAL 1./AVT - 1!edaM XuaBiall[3 3 Bu!Pling sopuo) anuaAV H.LS ope.loto) 'uadsv 111 - M -C -3-0 .-. W - ow UE IN - 02 ' \--_....._ 0 f-~ i~ ~- - /~9Â«-1,. l f F 0 1 1 - -- r OblÂ¥#*QUI TIE IN - CS Y Â·.1. Elf - f + PIPE - 52 -'-1. , 41. 1 -I--i. N1- I ------. f 1 1 - --I'l--- --2815Â£ LINE - 0 1/72/4,$* f f ll/ 9 -~ 1, /1 fle v 912# . - P#t -a--_ POUT TIE-iNÂ·. U .UILET - 03--Â»Â©. 55 - P/PE-- GA OVERFLO, o"z 4, â€ž /OpaR - DAYLIGHT PIPEÂ·1985JA 12 pipÂ£- R - N - -. - ./. f Â«1,0) LLSK 1 ~~ - f- _ - PHASE 1 111/- -ff -~- 7&..... -- S.r Of F / tÂ»e 1 I iNLET -CS \ Â¢ 1 r PPE -05 1 -- r - / =6 0*21*522!PE i , l /'~/-~-1 1 g.-=07 Ir â€¢21Â»0 N 6-4-- T LUE ./ PIPE -82 / Â»---56<. INLET - 83 ~ Ut 7 PIPE-83 4 18Â· 1 U -X ' - --1- \ PIPE - 8, 1 - 09.ELL -I.-. - (*-Is: - /' -- 11 LA. R 572 POTHOLE FOR CONFLICT - INLET - B.1 PRIOR TO ORDERING PIPE - Sm 1 ---- PIPE - 85 OF MATERIALS CATCH BASIN - 89 ~ ~h. 1 rk e 1 I / m f i -4 - I 1 1 1 = 91.22' INLET - 85 r-CATCHBASIN -85 1 .1 I I LD " 1 \ - S~hUTARY SEWER 4 tf 111 #s 1 k _- l.-%- -I - 7.6 1 - :, / / . 90,AWPOUT TIEIN -88 r- PDTHOLE FOR CONEMUCk. \ J 49? 1 - - t / OF MATERIAL.* . N / RR!OR TO ORDER#AG / PIPE -86 / / i / f - .1 - f T In j; ~: \ 14+ 000R TYL OR p.p - 4 TRENCH~AIN TIE IN - CATCH BASIN - EV : \\> PlpE - 25 *27Â· fillil,j l IPE -By PIPE - 88 *. CA res 8.5/N . ~ s>~~ INLET - 81 / 1 / T INLET - E. \1 + N PIPE - El 1 + A - 7-STEPS PIPE - All 3 - 1- STEPS INLET - E, 12 9 \1-t4*u 9 , i i ~ - 6-STEPS 7 PIPE - O 49 1. . f DOWNSPOUT TIE W -At PIPE - A10 /NUT - A/0 4 - * r--3 - 7-STEPS TA X i ' ' 11 -5Â· STEn ~;1- 1 I / 3 f I 01 /7 - i not i â€ž.2. ~ PIPE -Â£5 \ PIPE - *9 ... rl'Â¢.ET - ES ....,7. /02, TEMPORARY PIPE BYPASS FOR 5 39 , i . PHASE 1 ,/ ' PIPE -DLL \ . ' r '- ~~=~- - - 8-PIPEE â€¢MIN. 1005 P*E - El - 1 0-,_174 2 1-- --- gor 1 . 42 -et'- - u& /. PIPE -Aa ~ .4 *35 I. L\--7 L VALLEY PAN INLET -6 21 - 1 \ L--_.. 1 COORDINATE WITH CIA --u. ~ * __ OOWNSPOUT TIE IN - A9 PIPE -El INLET - Â£6 Â· 1 ENGINEERS - I / /1 PtPE - E: INLET -EA e .42% Ls> .-\\ , a TRENCH DRAIN - AB F.F. 2 93.55 PEPE - 013 37Â· PlPE - AL * PIPE - [12 -INLET - A3 plpE - *2 \PIPE - Al , ARCH 100'00 993.55 DOWNSPOUT TIE IN - AZ INLET AS t e. APE - Al PIPE - AS 1 PHASE 2 ABOVE GRADE STAIRWAY DOOR SLOT DRAIN - Al SLOT DRAIN - Al PIPE - El i V 4 . a,e. I. 40' 9-00* PIPE - AS , PIPE - Dll CATCH BASIN - DI PIPE-Dll 4 - ;LOT DRAIN - E) i Â°'FOR milT -32 INLET -07 ,Â· 1 r 11 1 FOR PHASE 1, CONNECT SLOT DRAIN - Ai TO A TEMPORARY PtPE.THIS PlPE MUST BE A 5- / 09\4 prPE -09 , 1 4,, PVC PIPE. iT WILL TRAYERSE AROUND THE STRUCTURE IN THE PLANTER, GO UNDER THE 561*. JOB * 2015-31 f PIPE - 02 0- h I -- PIPE - 08 Pipe -El CNECKED F RSG WALKWAY AND TIE INTO PIPE - Alt. WHEN PHASE 2 COMMENCES, INSTALL PROPOSED ~ PIPE - 07 1091 11 f ' 0 .9. SLOT DRAIN - 06 WNSPOUT TIE IN - EZ FOR PIPELINE. DISCONNECT TEMPORARY LINE ANO CONNECT INTO PERMANENT SYSTEM. 1 \ -- - PIPE- 076 | ......JILET - DI PtlE - 0/ PIPE - 05 CONSTRUCTION es. PIPE - El 0008 1 MM / / 0" PIPE - O/ ...NAÂ¥Â£â‚¬7 - 02 , m OFFSITE PIPE 2 INLET -El i - FF &55Â· of r â€¢2005 -- : . 1. ..4. . 1 OFFSITE INLET -9 OFFSITE PIPE i OFFSITE INLET 2 , STA -0.25! OFF:7.00' - et A- * 1501 STA:0+453 OFF:Â£2#R .41 : RIM:799173 -4NLFT - DJ L PIPE - 03 RIM: 799&88 ~ ,- .1- 7 SUMP :7395.26 SLOT DRAIN - 05 PERFORATED PIPE M.OUT:Mim'. SUMP:799&.M 1 WALL DRAIN - SEE DETAIL ..% GRAPHIC SCALE \42,+ -- $11,1-4 -~\-__GRADING ANb DRAINAGE (5 1 IN FEET 1 C12 I inch = laft. -- DNIE!331419 NIHVOU SOCINOO '3AV H.LS 21.91.9 'Opejoloo 00YU0100'NBdSÂ¥ Â£289-929 (998 ) U t,l_PZ-8*6 (026 ) :Hd SOUTH MILL STREE r Sto/-53-90 t# iNCEINBOUV MOLLOAWLSNO') t NOI/93393(3 Â· NOfFFI?>f -Â· Â·./_32' -CATCH BASIN - 86 1- PHASE 2 . , r- STRUCTURE TABLE ~-TRENCH ORAIN nE iN - CA rCH BASIN - 8 - CATCH BASIN - 87 ~ STRUCTURE NAME: DETAILS: CATCH BASIN - CA ?A-Nft OPLAST CATCH BASIN : S 10 DOWNSPOUT TIE M - AS DOWNSPOUT TIE IN WITH CLEANOUT lo /,92 * MLET- S < C) OOWNSPOUT TIE IN - EZ NULL STRUCTURE - 4 \ PtPE -ET * - ~ 1712' I MPE - Alt k INLET - *7 5- NYLOPLAST OROP IN GRATE WITH ENCREASER TO &- CATCH BASIN 2 2 Sit INZET- 27 } fNLET - 4 20 8-ROUND NYLOPLAST INLET WITH 8-CATCH BASIN 5.72Â· - 1 7 - _ P/PE -EV INLET -01 6Â·NYLOPLAST OROP IN GRAZE WITH INCREASER TO YCATCH BASIN O/PE - A/0 - 12.35Â· 7 < INLET - 02 5Â· MYLOPLAST DROP IN GRATE WITH INCREASER TO 8Â· CATCH BASIN iNLET - A/0 3.55Â· 1 4 4% ./ 46 9 44.Â¥9 9. 51, bi 4 4- 7 . - 14 - 4 -e . 4/ I INLET - 03 6-NYLOPLAST DROP IN GRATE W[TH INCREASER TO 8-CATCH BASIN ru...00 g PIPE - E5 VP [HLET - 01 6- NYLOPLAST DROP IN GRATE WITH INCREASER TO 8- CATCH BASIN PIPE-,9 /4 CONTROL POINT 3 4 - <Go. CZ~ 2,00Â·m- / 94 * 4 # . . 41, INLET 55 fNLET -Et 6Â· NYLOPLAST DROP IN GRATE WITH INCREASER TO 8- CATCH BASIN PIPE - O tA-Â·-, Â·de 66. , 7.04 INLEr -Ed 6- NYLOPLAST DROP IN GRATE WITH INCREASER TO 8- CATCH BASIN 1, i--- s:jp i Â«\ - -Ia 4 PIPE - El m * 4.34' f ~ INLET - e 6*NYLOPLAST OROP [N GRATE W[ TH INCREASER TO 8-CATCH BASIN 1 F 4 25.83 -pmE-48 LIf 1 ~ 0 4 INLET - 66 r NYLOPLAST DROP m GRATE WITH UNCREASER TO r CATCH BASIN 427. 4 4 / /24 1.81. 1 [NLET - E7 e NYLOPLAST DROP iN GRATE WITH INCREASER TO 8-CATCH BASIN f m 323Â·Â· ~ DOWNSPOUT IE fN - AS . L p{PE - 63 / INLET - E@ 3 -~ 0 Â£2Â·'Â· 82 3 . 2, -08 1 INLET - EB 6 NYLOPLAST DROP IN GRATE WITH INCREASER TO 8-CATCH BASIN \ N PfPE - 66-1 k, 9.52Â· #0 17-26 7 40 /NLET - Ed SLOT ORAIN - 05 1/2- ZURN 2288-4 SLOT DRAIN WITH BOTTOM OUTLET 4 g 4. . SLOT ORAIN - 06 1/2- ZURN 2888-A SLOT DRAIN WITH BOTTOM OUTLET 4. -' 4 4, TRENCH [RAIN - Ae ., 256Â· 2 65' SLOr DRAIN - EJ le ZURN 2888-A SLOT DRAIN WHTH BOTTOM OUTLET 2 /0 : 5.2 1 / TRENCH ORA/N - U e ZURN Z986 TRENCH ORAIN WITH ZB87 CATCH BASIN P.\PE - DI2 e ~ , TRENCH DRAWN TIE IN -CATCH BASIN -E? 21 X 21-NYLOPLAST CATCH BASIN - TIE IN ZURN 2386 FRENCH DRAIN WITH BOTTOM OUTLET PlpE - Al 143 13 1 .. 1 iii P'BE - El -L-- PIPE TABLE 4 PIPE - 011 PIPE -16-i ~ 4, 4-J <55. CATCH SAS(N - O,1 BEARAG LENGTH ~ 4/2. e \ r p[PE - 010 NAME SLOT DRAIN - El 186 0- f INLET - 677 '~ < PIPE - A# 573' AtÂ· 23-E 1Â£67 INLET - 47 447. ~ Ntt- 40Â· 31Â·E . I 42#1: {4 / 452 7 pIPE -102 .f PIPE -AI 25.37Â· I~ # PIPE - AB ill/7- &9Â· 55-E 16.34Â· / 23 / ie. P.TPE - 12-, PIPE - Al NiT 19Â· 55Â·E 9. 11Â· d E f -\1\ t .2434 PIPE - 08 9 ~ ~ PIPE - e 7 , m â‚¬33 ~7 ~ - SLOTOR.lt/,f -07# PIPE - 01 572- 13Â· 21-2 23.23Â· Eli'lili 26 0 4 1 DOWNSPOUT TE IN - E: 3 P,PE - 07 PIPE - AID N'72' 2' 15-W 5.Or 4 p [PE -9 CONTROL pr INLET - DI~ 2. , r PIPE -OF $ ce / / ' - PPE - 22 SaÂ· 52Â· 57 E 11.86. W/*7 1 P.'PE - El PIPE - 03 NE- 11Â· 12-E 9.11Â· G 4 /\ 3.3 leÂ· PIPE - Dl Affi- W laÂ·E m.33 ~ PIPE - Ol INLET - 02-' . OFFSITE PIPE 2 J 4 4 A 227. MLET- Et I .Â£35Â· o f,-. Z., 2 4 11 4 4 -y P[PE - 05 Ml]- %2Â· 9-W 3.ltÂ· 2 2 3 / I PIPE - 06 NE 59- 1377 7.agÂ· 0/ S OFFSITE INL ET 1 Â·: OFFSI TE PIP E 1 ~ OFFSITE INLE 7 2 1\ % PIPE - 07 ,/76- 55Â· 61Â¥ 537 S T A:0+ 2831 OFF :7.oUR 9.58Â· Ot 4- 9 2.005 , STA *+15.53 OFF Â·42/R /6.56 RIM:7999.73 MLET- 03 PIPE - 03 LafM:7999.38 ~SLOTORAIN - 015 SUMP:7995.25 PIPE - 08 NU- 55Â· 351Â¥ SUMP:7996.N INV OUT:7997.26 dÂ· PIPE - 09 Nly- 55Â· 03-1 7.11Â· tNV QUI:7998.01 dÂ· ~ PIPE -010 N72* 10Â· 231Â¥ 5.91Â· .Z' PEPE -BIT Nly 56Â· 20Â£ 2113 l i PIPE - BIZ 1114 01Â·131 /9.19Â· NteÂ· 86Â· 22'E 30.35Â· P\PE - 013 N 73 45' 54-W Â£93Â· PIPE - 014 N/7' 04Â· 45-W 29.20Â· JOB# 2015-01 PIPE - E\ b#/6- 00Â· #5-E 10.14. CHECKED By REG PIPE - El Uff- 23Â· 33Â·EE 21.&8Â· FOR PIPE - ER N57- 16Â· 52-W 18.56Â· CONSTRUCTION PfPE - El N75- 04Â· 37Â·W 1Â£50 PEPE - E5 N75 03Â· 31-N 20.92 ' PIPE - El N W 03Â· 6714 12.53 12*Â»GAr- GRAPHIC SCALE PIPE - Ea Nn W' 52-W 1006Â· A i. 3952- rm . k. - r ~ PIPE - E3 N 77- 00Â· 52-W /7.54Â· Ve. 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B ' N <'82. ~ r r <GE P STORM DRAIN PROFILE 2 C9 C12 SNIZ:133NIDNEI >12:10=19NINVOEI SOO NOO EIAV H19 '996 x08 .0 d 11,91,8 'opeJoloo uedsv 00Â¥B0100 'NadSÂ¥ Â£289-928 (998) 4 4214-846 (026) Wd AG NMVU NOU.dthIOSED - NOISIAml 66'Â£66Â£ L# Knal43aaÂ¥ NOIJ.OnaLSNOO f A THE CITY OF ASPEN[ City of Aspen Community Development Department CASE NUMBER 0074.2015.ASLU PARCEL ID NUMBERS 2737 182 76 800 PROJECT ADDRESS 800 S MILL ST PLANNER HILLARY SEMINICK CASE DESCRIPTION 8040 GREENLINE EXEMPTION REPRESENTATIVE FITH AVENUE CONDO ASSOCIATION DATE OF FINAL ACTION 09/1/2015 CLOSED BY ANGELA SCOREY ON: 12/13/2015 .. 1178 7/92-76 -200 @ Permi~ ~~.6~ :1*%%# file Edit Record Navigate Fgrm Repris Format Iab Help ~ I i@ 30< Av #Al li'I0Y;Il~m jilumpl ~4~tole~ 0 1./.!=11112. C , 12 2 1 3 28 J lil 3 3 4, a .4 .~ .~ ~ Custom Fields Ro!*ng Status Fee Summary 'Adions |Routing Mistory 1 rt type aslu Aspen Land Use permit # â„¢Ei!~~ I 19%9*96 39/01*%.0#ae*9Â«:.. ~Address 800 S MILL ST . ApÂ®uite i City ASPEN -- -~ ~ Â·Â·Â· State ~3--] Zip 81611 Master permit Routing queue aslu 15 Applied 08/10/2015 i . |~~ Projed Status pending Approved Z 1 7 Description APPLICATION FOR LAND USE 8040 GREENLINE EXEMPTION issued ~ Closed/Allai ' Submitted FITHAVE CONDO ASSOC 920 2000 clock IGI*1 Days |~-6| Expires 08/04/2016 Â· f Submitted via v 4-*W. 1- ./. {~ Owner Last name FIFTHAVENUE CONDOASI first name 747 S GALENA 9...FAM,~Â£-1 1 Phone C) - Address ASPEN CO 81611 ~ Applicant f. 0 Contrador is applicant? 0 Owner is applicant? t~ Last name FIFTH AVENUE CONDOASE,Â·Â· Firiname 747 S GALENA ASPEN CO 81611 Phone () - Cust # 25212 Address 3 Emal Lender Last name Â·Â·Â· Arm name Phone () - Address 1 ~ AspenGold5 (sewer angelas ~~1'1 of 1 - -_ -___.u.... --k- gr.2 9:41Â·~2221 ? 4?265'311~x :4)2522.%~Eve , 42:.4, 4,1 5 45.0 r. 1 i v)/ :o. Le. e 00 29 1- '- Â·' 4 ,. 9/ 11 0 0 fl ./1 *\ t'\UÂ·-1 9 [Â«04 0(--illaw'Â© 5 4 f 94 64 unl O 4904 8 9 f (PQ & 1 429,0 Ir- I 2-e f. 12 It-*= *$*&&4#Ub<U ~ sejo Mo'no | | *oq'ocul' sdrlojo qg.LI A t' Â®,01 4 0 0 AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.070 AND CHAPTER 26.306 ASPEN LANI) USE CODE ADDRESS OF PROPERTY: 131-I)6- ki FF, 6, AD - FlerA AVENUE Aspen, CO 22)10 DZ) M I Ul LAU-9 STATE OF COLORADO ) ) SS. County of Pitkin ) I, <f~6UED'*3 k Kked* Aral (name, please print) being or representing an Applicant to the City o f Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) or Section 26.306.010 (E) of the Aspen Land Use Code in the following manner: v'~0~ Publication of notice: By the publication in the legal notice section of an official paper or a paper o f general circulation in the City of Aspen no later than fourteen (14) days after final approval of a site specific development plan. A copy of the publication is attached hereto. Publication ofnotice.- By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen no later than fifteen (15) days after an Interpretation has been rendered. A copy of the publication is attached hereto. 441(#14 01.14) Adu 411 The foregoing "Affidavit of Notice" was acknowledged before me this 2+ day of 08212645292- , 20,9-, by JAOQUEL.910 A. Ilag<BAO-1. r.. 0 WITNESS MY HAND AND OFFICIAL SEAL PUBLIC NOTICE 6 131 Il-l 8040 A~LM'Ex#MpnON NOTICE IS HEREBY GIVEN to the general public My commission expires: of the approval of a use determination pertaining to the following legally described property: The gen- 0 vt ,\cta- 950Â»#i'- 74 eral common elements, Buildings A, 8, C and D, ~-1/l/l Fifth Avenue (a condominium), according to the . condominium map recorded January 10,1965 in Plat Book 3, Page 59 and first supplement record- ed January 19, 1967 in Plat Book 3 at Page 122 Notary Public and according to the second supplement to map of NICOLE ELIZABETH HENNIN6 Fifth Avenue recorded December 5,1967 in Plat Book 3 at Page 257 and as defined and described NOTARY PUBLIC - STATE OF COLORADO in condominium declaration for Fifth Avenue re- corded December 1,1965 in Book 217 at Page 172 Notary Identification #20154012950 and first supplement recorded February 7, 1967 in My Commission Expires 3/31/2019 Book 225 at Page 379 and second supplement re- corded December 1, 1967 in Book 230 at Page ATTACHMENTS: 518, commonly known as 800 S. Mill SVFifth Ave- nue Condominiums by order of the City of Aspen Community Development Director on September 4, 2015 For further information contact Hillary Semi- nick, at the City of Aspen Community Develop- COPY OF THE PUBLICATION ment Dept. 130 S. Galena St, Aspen, Colorado (970) 429-2741. s/ City of Aspen Publish in The Aspen Times on September 24, 2015 (11549756) .. / DEVELOPMENT ORDER City of Aspen Community Development Department . . I This Development Order5 hereinafter "Order", is hereby issued pursuant to Section 26.304.070, "Development Orders", and Section 26.308.010, "Vested Property Rights", of the City of Aspen Municipal Code. This Order allows development of a site-specific development plan pursuant to the provisions of the land use approvals, described herein. The effective date of this Order shall also be the initiation date of a three (3) -year vested property right. The vested property right shall expire on the day after the third anniversary of the effective date of this Order, unless the change is accomplished or a building permit is approved pursuant to Section 26.304.075, or unless an exemption, extension, reinstatement, or a revocation is issued by City Council pursuant to Section 26.308.010. After Expiration of vested property rights, this Order shall remain in full force and effect, excluding any growth management allotments granted pursuant to Section 26.470, but shall be subject to any amendments to the Land Use Code adopted since the effective date of this Order. This Development Order is associated with the property noted below for the site-specific development plan as described below. Property Owner's Name, Mailing Address and telephone number: Randy Henire Z-Group Architects 411 E. Main St. Aspen, CO 81611 970-925-1832 Legal Description and Street Address of Subiect Property: The general common elements, Buildings A, B, C and D, Fifth Avenue (a condominium), according to the condominium map recorded January 10, 1965 in Plat Book 3, Page 59 and first supplement recorded January 19, 1967 in Plat Book 3 at Page 122 and according to the second supplement to map of Fifth Avenue recorded December 5, 1967 in Plat Book 3 at Page 257 and as defined and described in condominium declaration for Fifth Avenue recorded December 1, 1965 in Book 217 at Page 172 and first supplement recorded February 7,1967 in Book 225 at Page 379 and second supplement recorded December 1,1967 in Book 230 at Page 518, commonly known as 800 S. Mill St/Fifth Avenue Condominiums. Written Description of the Site Specific Plan and/or Attachment Describing Plan: 8040 Greenline Review Exemption relating to Municipal Code Section 26.435.030(B) - Exemption. The exemption allows for the repair of a retaining wall and replacement of existing decks and stairs. Land Use Approval Received and Dates: Administrative approval granted September 1,2015 Effective Date of Development Order: September 24,2014. (Same as date of publication of notice of approval.) Expiration Date of Development Order: September 24, 2017 (The extension, reinstatement, exemption from expiration and revocation may be pursued in accordance with Section 26.308.010 of the City of Aspen Municipal Code.) (Signature on following page) .. Issued this 1 88 day of S, 2014 by the City of Aspen Community Development Director. Chris Bendon Community Development Director City of Aspen RECEPTIO~ 623039,09/08/2015 at 11:50:14 AM~ 1 OF 7, R $41.00 Doc Code APPROVAL Janice K. Vos Caudill, Pitkin County. CO NOTICE OF APPROVAL FOR 8040 GREENLINE REVIEW EXEMPTION TO: THE GENERAL COMMON ELEMENTS, BUILDINGS A, B, C AND D, FIFTH AVENUE (A CONDOMINIUM), ACCORDING TO THE CONDOMINIUM MAP RECORDED JANUARY 10, 1965 IN PLAT BOOK 3, PAGE 59 AND FIRST SUPPLEMENT RECORDED JANUARY 19, 1967 IN PLAT BOOK 3 AT PAGE 122 AND ACCORDING TO THE SECOND SUPPLEMENT TO MAP OF FIFTH AVENUE RECORDED DECEMBER 5,1967 IN PLAT BOOK 3 AT PAGE 257 AND AS DEFINED AND DESCRIBED IN CONDOMINIUM DECLARATION FOR FIFTH AVENUE RECORDED DECEMBER 1, 1965 IN BOOK 217 AT PAGE 172 AND FIRST SUPPLEMENT RECORDED FEBRUARY 7, 1967 IN BOOK 225 AT PAGE 379 AND SECOND SUPPLEMENT RECORDED DECEMBER 1, 1967 IN BOOK 230 AT PAGE 518., COMMONLY KNOWN AS 800 S. MILL ST/FIFTH AVENUE CONDOMINIUMS. Parcel ID: 2737-182-76-800 APPLICANT: Fifth Avenue Condominiums Homeowners Association 800 S. Mill St. Aspen, CO 81611 REPRESENTATIVE: Randy Henire Z-Group Architects 411 E. Main St. Aspen, CO 81611 970-925-1832 SUBJECT & SITE OF APPROVAL: 8040 Greenline Review Exemption 800 S. Mill St. AKA Fifth Avenue Condominiums ZONING: Lodge (L) BACKGROUND: The Fifth Avenue Condos are located in the Lodge Zone District at the base of Aspen Mountain. There are four buildings, constructed in 1967, located on the property. The balconies, decks and stairs on these buildings are structurally deficient and in need of repair. The building is assumed to not be compliant with regards to floor area; however, the stairs and decks providing egress are not compliant with building code. On March 18, 2015: the Chief Building O fficial and the Deputy Community Development Director gave approval (Reception No. 618295), allowing for increases to the floor area of these exterior features on Buildings A and B to be expanded at the minimum thresholds allowed for building code compliance. Buildings C and D are located within the 8040 Greenline Review Area. The decks, stairs and balconies of these buildings are also in need of repair and the same issues with regards pg. 1 of 2 .. to building code compliance exist. The Applicant has provided a letter by the Community Development Director and the Chief Building Official allowing for the floor area to be increased to the minimum required for building code compliance for life safety issues. This letter shall be signed and recorded separately ofthis approval. Additionally, a wooden retaining wall on the southeast portion of the property has been deemed structurally deficient. This wall is within the 8040 Greenline Review Area and also within the setback for the property. SUMMARY: The Applicant requests an exemption for 8040 Greenline Review for replacement of the existing stairs, decks and balconies. These features are structurally deficient and need to be replaced for life-safety concerns. There will be an overall increase in floor area of these features to meet building code compliance. No increases to deck or balcony floor area not integral to egress of the property (stand-alone features) shall be granted by this approval. The Applicant also seeks approval to replace the failing retention wall. A retention wall in excess ofthe allowed 30" height above and below grade is within the setback, and a portion of the non-compliant retaining wall will remain in the setback to allow for egress. STAFF EVALUATION: The floor area and retaining walls do not conform to the dimensional requirements of the Land Use Code. The Land Use Code includes a provision that the Community Development Director can administratively approve changes to a building that exceed the underlying dimensional requirements "to accommodate improvements required to achieve compliance with building, fire, or accessibility codes in or on existing buildings when no other practical solution exists." (See Land Use Code Section 26.575.020(L)). The property exceeds the allowed floor area for the lot and replacement of the structurally deficient stairs will result in an increase floor area to meet building code compliance. This floor area increase shall only be allowed for stairs and decks providing egress. Exterior features that are not integral to egress shall not be increased. The retaining wall is within the setback and in excess of the allowed height limit. The structure will be replaced and a portion of the feature will remain within the setback. The feature shall be allowed to encroach into the setback to allow for appropriate clearance of the adjacent stair tower as shown in Figure A. The administrative change allowing for the dimensional changes to the property is in Exhibit B and the full plan set can be found in Exhibit C. pg. 2 of 2 .. ... . 1 . --I -6- 1- 1 - I:./i ./hir ./ 'Â· â€¢41 5 - â€¢14 -,.7 $ I â„¢ r..1 1 -,~ 4-' . a '. E.O. 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Â·O.1-l'*IC -1' 1 !14 **6 - 4 Â¥1:U=114%, 1- â€¢â€¢râ€¢ rt, ~ 3,0. ..1 ...... I \\r-â„¢Dic'Clpi.- 1,,-Â·: ,. 1 ...r I ~- - 4r 4 /4/R/1 -Â·14. . N FEâ€¢ 34â€¢â‚¬ Acâ€¢,4. 1 64Â·4 9 - :1 1 4.16 ' 1 1 ~ / 2'47.3.*041'.Mâ‚¬1*8'U'.1.4 . \1 'Mt.,9-Â¢1.*$. .'.1. ./ rl- tin///Irmi I rP.%r-'- I \ *,HU:71.12 m 1:,2~Lk .1- H X[ -,-Mâ€¢ D-â€¢IME-: 4Â¥4.1. â€¢t! !. :2 4 M V 14 . Figure A. Retaining Wall The site is within the mudflow zone. 1 he project will not impact the mudflow pattern because the replacement of the balconies, stairs and decks will not increase the footprint of the building. Engineering had no issues with the retaining wall component of the project. The Applicant consulted with City Parks Staff and the project will not require a tree removal permit. The development has not received any previous exemptions to the 8040 Greenline Review. Staff finds the project meets the review criteria 1-4 for 8040 Greenline Exemption in Exhibit A. DECISION: The Community Development Director finds that the features exceeding the dimensional requirements are required to achieve compliance with building, fire or accessibility codes, consistent with Chapter 26.575.020(L). The Community Development Director finds the project to be consistent with Chapter 26.4325.030(B) 8040 Greenline Review Exemptions as shown in Exhibit A and thereby, APPROVES the request. pg. 3 of 2 .. APPRONED BY:/1 Â«of- 1 *tâ‚¬ Chris-Bdrfdon, Community Development Director Date ' Exhibit A: 8040 Greenline Review Criteria Exhibit B: Letter from Chief Building Official and Community Development Director Exhibit C: Application pg. 4 of 2 .. ./ =9 architects September 1, 2015 RE: Fifth Avenue Condominiums 800 South Mill St. Aspen CO 81611 Subject: Dimensional Requirement Variation for Building Code This 48-year-old Aspen condominium complex composed of 4 wood-frame buildings and associated exterior stairs and balconies is in acute need of rehabilitation. This project's primary goal is to improve the Health, Life Safety and Welfare of the public, users, and occupants of this residential complex. Phasing: This project was previously planned to be constructed undertwo separate permits. Improvements to Buildings A& B (Phase 1) are Permitted and currently under Construction for 2015. Improvements to Buildings C & D (Phase 2) are scheduled for 2016. However, due to an urgent repair situation, a portion of Phase 2 work is in immediate need of attention. This urgency concerns a failing timber retaining wall on the east side of the complex, this Retaining Wall Repair will be submitted as a separate Permit as soon as possible Phase 2 and the Retaining Wall Replacement project fall within the 8040 Greenline. The Applicant has submitted a Land Use Application for 8040 Greenline Exemption. Primary Issues: General The wood stair towers are failing structurally, are too narrow to meet Code, they have inadequate handrail clearance, and they have been recently but temporarily reinforced. There are also numerous site concrete cracking and spalling issues, and building siding is aging and has multiple waterproofing issues. Timber Retaining Wall This retaining wall is actively failing, is visibly leaning, and must be repaired as soon as possible. The retaining wall is within the setback and in excess of the allowed height limit. The structure will be replaced and a portion of the feature will remain within the setback. The feature shall be allowed to encroach into the setback to allow for appropriate clearance of the adjacent stair tower as shown in Exhibit A. Proposed Project: .. ~~ Z-Group Architects, P.C. â€¢ 4ll East Main Street, Aspen, CO. 8I6ll â€¢ Telephone: 970-925- I 832 â€¢ Fax: 970-925- I37I .. The primary construction goal of this project is to rehabilitate the existing stair towers, balconies & decks, siding & exterior finishes, and associated site work. There is no change of occupancy, and paths of egress will not be substantially changed. The proposal is to entirely demolish the existing wood stairs & balcony/decks, and replace them with new steel and concrete stairs and decks. This is a substantial improvement to the existing conditions and will bring the structures closer to current Code. It is necessary to widen the stairs and landings to meet current Code. This will increase by a nominal amount the square footage of these exterior stairs and decks. This additional square footage is necessary to bring the stairs as close to current code as possible. There will be no addition of building footprint or habitable space, and building heights will remain the same. There are ski lockers associated with each unit of this condominium complex. Updating the stairs and decks necessitates relocating these exterior storage units. In no case will there be more than 32 square feet of exterior storage per unit. It is felt that the proposed work will substantially increase, and is necessary to increase the degree of Public Safety, Health and Welfare in these existing buildings. Conditions of Approval: 1. Per Section 26.575.020(K), stairs and landings are allowed to expand to meet minimum building code requirements. 2. No increase to the floor area of balconies or decks which do not provide egress (stand-alone features) shall be permitted. 3. Exterior storage shall be compliance with allowances and limitation of the Land Use Code. Accepted: Stephen Kanipe, Chief Building Official Signaturt~~, Date: 49=PT 1 37- Â¥ U Accepted: Chris Bendon, Community Development Director Signature: â‚¬4#KL Date 43/lot- 7, 819 Exhibit A: Retaining Wall Repair Sheet A21.1 Randy Henrie Architect .. ~~ Z-Group Architects, P.C. â€¢ 411 East Main Street, Aspen, CO. 81611 â€¢ Telephone: 970-925-1832 â€¢ Fax: 970-925-1371 -. D Illi LIMIT OF EMERGENCY REPAIR p / DEMOLITION GENERAL NOTES: '' ' ' â€¢ ~- PHASEZSTAIRTOWERSHOWN p. v p /Vlv 1 PROJECT PLAN GENERAL NOTES: I V STAIR PLAN & SECTION L NOTES: FOR REFERENCE ONLY 1. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIGYYJ , 7 9, .-1 9 B.O. STEP FXISTING) 1. ALL STAIRWAYS EN PROJECT SCOPE h ._ cX-ERIOR STAIRWAYS :. P / 41 1 IMPROVEMENTS. INTERIOR WALLS SHOWN FOR REFERENCE p _p_ _ -'- - ~~ 411[Il=nk 9 1. SCOPE IS STRICTLY LIMITED TO EXTERIOR REMODELAND 2 ~ 11 2 9 PER IBC 1026. DISCREPANCY. CONTACT ARCHITECT AT 970-925-1832. D â€¢ p ~, 109'-2 1/2" 2. WORK POINT AS INDICATED ON PLANS AND EXISTiNG PLANS 2. CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING ONLY. r r - 1 REFERS TO POINT F.V. DURING DEMOLITION. CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION. 3. ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD : L-_p=_L--4 \ UP EXISTING CONCRETE WALL TO Â· THAT REQUIRED TO COMPLETE PROPOSED WORK OR AS CENTERLINES ALIGN WITH THE CENTERLINE BETWEEN ADJOINING ~ REMAIN r BE TAKEN DURING EXCAVATION & DEMOLITION NOT TO I . t ~ \ INDICATED ON DEMOLITION PLANS. SEE SITE DEMOLITION PLANS. 1 WINDOWS AT THE FACE OF THE BUILDING.. OR ARE CENTERED .0 DISTURB ANY ELEMENTS NOT SLATED FOR DEMOLITION. G.C. TO CONTACT ARCHITECT AND CIVIL ENGINEER IF UNCERTAIN EITHER SIDE OF DOORWAYS. OR EXTERIOR FACE OF COLUMN VERIFY LOCATION OF UNDERGROUND UTILITY LINES WITH OF AREAS TO BE DEMOLISHED PRIOR TO COMMENCEMENT OF " ALIGNS WITH EDGE OR WINDOW WALL, G.C./STEEL FAIRICATOR TO I /1 2 LIMIT EXTENT OF SITE FLATWORK AND WALL SCOPE TO ONLY / 1 _________...._~-- CONCRETE WALK 8-4 ~.,i Rim. co,i,ti 3. IT IS THE INTENT OF THESE DOCUMENTS THAT ALL DECK COLUMN LOCAL SERVICE DEPARTMENTS. p ASSOCIATED WORK. VERIFY IN HELD ALL GRID l INE DIMENSIONS TO ENSURE PROPER 4. RETAIN & PROTECT ALL MEMBRANE ROOF AREAS U.N.CO. , p ' | -- -- -~- ~ 3. STAIR/DECK LAYOUTS SHOWN FOR REFERENCE AND CONTEXT ~p ~ ~9~ =~~~~ ALIGNMENT. NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF IEGROUP 7 ONLY. REFER TO ENLARGED STAIR/DECK PLANS AS CALLED OUT DISCREPANCIES BETWEEN FIELD VERIFIED CONDITIONS AND THESE a r c h i t e c t s 5. RETAIN & PROTECT ALL DOORS & WINDOWS U.N.O. ~ UP / 1 FOR DETAILED INFORMATION. DIMENSIONS, ETC. ' Â»' â€¢/_ 109'-9 3/16" DOCUMENTS. 6. RETAIN & PROTECT ALL AREAS INDICATED TO REMAIN OR L JILLI-T + -1 1 . 1=:1 / - ~- 42" H GUARDRAIL, TYP. 4. SIZE AND LOCATION OF DOORS ON DECKS HAVE BEEN ASSUMED B.O. STAIR1 4. ALL CALLOUTS REFER TO NEW ITEMS U.N.O. .4-. NOT NOTED IN DEMO DRAW]NGS. 5. DO NOT CUT NEW PENETRATIONS IN EXTERIOR ENVELOPE -r--- r - -1 CONCRETE WALK AND STEPS DUE TO CONFLICTING DIMENSIONS AND LOCATIONS FROM C= 7. ALL DEMOLITiON OF STRUCTURAL ELEMENTS TO BEE 4 CLUS WITHOUT ARCHITECT APPROVAL. -I TO BE INSTALLED AFTER CLIENT-FURNISHED AS-BUILT PLANS - V.I.F. ALL DEPENDENT ITEMS - COMPLETED IN A MANNER THAT RETAINS INTEGRITY OF _TOWER . 11---a 1! 6. RADON MITIGATION SYSTEM PREVIOUSLY INSTALLED. G.C. TO J ~-~ ' - COMPLETION OF PHASE 2 STAIR PRIOR TO FABRICATION < ADJACENT WALL, FLOOR & ROOF AREAS TO REMAIN. 1----1 6.IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS L.1-1 VERIFY SYSTEM. OPERATION. AND CONFORMANCE TO 5 REFERENCE DETAIL SHEETS FOR TYPICAL STAIR DETAILS. :--T-1 APPLICABLE CODES. ~ aI 8. RETAIN WEATHER.TIGHTNESS IN ALL AREAS WHERE â€¢ REMOVE CONCRETE STEPS 7. ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE TO BE | ~- DISCREPANCY. CONTACT ARCHITECT AT 970-925-1832. BUILDING ELEMENTS ARE IN PROCESS OF DEMOLITION. iE_I_ -]L - PRESSURE TREATED OR APPROVED EQUIVALENT. _ T.O. LANDING DURING CONSTRUCTION. 9. EXISTING FINISHES. SITE FEATURES. SIGNAGE, & 8. IN THE EVENT OF DIMENSIONAL OR EXISTING CONDITIONS p ~ LANDSCAPING & OTHER EXTERIOR ELEMENTS TO REMAIN , IL-1__IL-_ I ------------ 1 STRUCTURAL 7. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED ~ STRINGER. REF: U.N.O. FH dIata-#L -~ ---------rrje'-7~ ~ REMOVE WOODEN DISCREPANCY. CONTACT ARCHITECT AT (970) 925.1832. 114'-2 7/16' 8. FINISH GRADE TO BE SLOPED 1% MIN AWAY FROM STRUCTURE TO 9. REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS. 4 STAIR cl STEPS 10. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REINFORCEMENT & SIZES. &2 - ~ 9. REFERENCE STRUCTURAL FOR ALL FOOTING LOCATIONS. POSITIVE DRAINAGE. 1 REMOVED DURING CONSTRUCTION. 10. ALL CONCRETE SLABS TO SLOPE AWAY FROM STRUCTURE )6- --391 I Z 11 1 1/1 / - ~- EXISTING TIMBER STAIR SYSTEM PER 1'4. - STEEL COLUMN & PEDESTAL 10. CONTRACTOR TO FIELD VERIFY ALL SITE. EXISTING CONDITIONS REINFORCEMENT & SIZES. 11. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF ~1\ /1 1/ FI- PROTECTION AS REQUIRED TO PROTECT OWNERS' 1 i NOT IN PROJECT 11. ELEMENTS BELOW GRADE ARE UNKNOWN. CARE SHOULD BE -|* '> ~ REF: STRUCTURAL & DIMENSIONS PRIOR TO CONSTRUCTION. L PERSONAL PROPERTY & GENERAL PUBLIC FROM INJURY STAIR Cl /11 TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB LSTAR Cl ~ L -: 11. ELEMENTS BELOVV GRADE ARE UNKNOWN. CARE SHOULD BE DUE TO SELECTIVE DEMOLEION. WORK POINT 124-1 - ELEMENTS NOT SLATED FOR DEMOUTION. VERIFY LOCATION OF .- - - 36Â· H HANDRAIL. TYP. TAKEN DURING EXCAVATION & DEMOLITION NOT TO DISTURB UNDERGROUND UTILITY LINES ve LOCAL SERVICE DEPARTMENTS. WORK POINT ELEMENTS NOT SLATED FOR DEMOLITION. VERIFY LOCATION OF 12. CONTRACTOR TO COORDINATE LOCATIONS OF NEW 12. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF UNDERGROUND UTILITY LINES wi LOCAL SERVICE DEPARTMENTS. ~ WINDOWS. DOORS & ARCHITECTURAL ELEMENTS. PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL 12. PROVIDE TEMPORARY BARRICADES & OTHER FORMS OF i 13. CONTENCTOR TO CONFIRM & PROVIDE ANY NECESSARY ,-...... _ -,_ -_- -- -- - ... __ __ PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE PROTECTION AS REQUIRED TO PROTECT OWNERS' PERSONAL i SUPPORT & BRACING FOR THE EXISTING BUILDING & DEMOLITION. PROPERTY & GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE j SICTI DURING DEMOLITION & CONSTRUCTION. 13. COVER & PROTECT ALL EQUIPMENT, FIXTURES & PROPERTY TO -- DEMOLITION. 1 14. COORDINATE DEMO OF MECHANICAL, PLUMBING. REMAIN DURING ALL PHASES OF CONSTRUCTION. - 13. COVER & PROTECT ALL EQUIPMENT. FIXTURES & PROPERTY TO 4 1 ELECTRICAL. & STRUCTURAL ELEMENTS / NEW EX TI C NC WALL TO 14. CONTRACTOR TO PATCH ALL AREAS DAMAGED OR REMOVED REMAIN DURING ALL PHASES OF cONSTRUe TION. F 3 R MAI DURING CONSTRUCTION. 14. ALL DIMENSIONS ARE TO ROUGH FRAMING U.N.O. â€ž C DRAWINGS BEFORE REMOVAL. 15. ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED -- 15. ALL ROOF & WALL PENETRATIONS MUST BE COORDINATED W & ~ 15. CONTRACTOR TO CONFIRM EXISTING SIDING IS SUITABLE .- - ARCHITECT & G.C. PRIOR TO INSTALLATION. w/ARCHITECT & G.C. PRIOR TO INSTALLATION. FOR NEW MATERIALS. 16. PATCH ALL DISTURBED ASPHALT. ~--* 6 - I ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST 1 ~ 16. EXISTING FINISHES TO REMAIN WHERE APPLICABLE, 17. ALL ROOF & WALL PENETRATIONS TO BE CLUSTERED IN LEAST OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT. M SUBSTRATE TO BE REPLACED lF SIGNS OF DETERIORATION NEW WALL WN O OBSTRUCTIVE LOCATION AS DETERMINED BY ARCHITECT. ~~-1=~ NEW CONCR 1 . SLOPE PATIOS AWAY FROM STRUCTURE 1/4- PER 1'-0Â· MIN. it ~ REFERENCE 18. FOR STAIREDECK AND LANDING ELEVATION REFERENCE STAIR ARE PRESENT. INA- _~__~~_---Â·Â·--' ~ WALL REF: 8. ALL EXPOSED STEEL TO BE CLEANLY WELDED & FINISHED - i 1 :_ 17. REMOVE AND PROTECT FIRE-EXTINGUISHERS AND SECTIONS. STRUCTURAL EAN COMPLETELY, VERIFY COLOR WITH ARCHITECT, CABINETS. REE-INSTALL AS CLOSE AS POSSIBLE TO REMOVE TIMBER SECTION STAIR OTE: ALL NEW CONCRETE IS COLORED CONCRETE TO MATCH 0 19. SEE SECTIONS & DETAILS FOR AREAS WHERE STEEL STRUCTURE IS EXPOSED. STEEL STRUCTURE IN THESE AREAS SHALL HAVE EXISTING LOCATIONS. m I ~ L,/'~ ONLY As NECESSARY FOR CLEAN & SMOOTH WEL.DED CONNECTIONS. SEE SPECIFICATIONS. 1 ge 119'-LJ STING CONCRETE, V.I.F. VERIFY ALL COLORS OF ALL PRODUCTS, ~ 18. REROUTE ALL ACTIVE MECHANICAL EQUIPMENT AND NEW CONCRETE WAL-LS FINISHES AND PAINTS WITH ARCHITECT. 20. ALL MEMBRANE ROOFS SHALL SLOPE TO BRAINS AT 1/4Â· PER 1Â·-0Â· UTILITIES AS NEC. IN AREAS OF DEMOL]TION. INCLUDES -- 1 I. 01-7 - 11 â‚¬ I f 4 7 i i MIN. BUT IS NOT LIMITED TO: GAS LINES, PHONE, TV, FIRE ~ / EXISTING OVER-FRAMED 21. LANDSCAPING IRRIGATION SYSTEM SHALL BE REPAIRED & NEW .Â« a !Â«Â«_ Area of retaining STRUCTURE TO REMAIN ~' ALARM. INTERNET, POWER. AND DRAINAGE ELEMENTS ELEMENTS INSTALLED WHERE EX[ST]NG WAS REMOVED. 1 W... wall to be 19. COVER & PROTECT ALL EOUIPMENT, FIXTURES & 22. ALL ARCHITECTURAL CONCRETE SUCH AS WALLS, FLOORS. & led\ ~ reconstructed ~ -~ REMOVE CONCRETE WALK AND PROPERTY TO REMAIN DURING ALL PHASES OF PATIOS ARE FINISH SURFACES. CONTRACTOR SHALL PROTECT p~'.1 I : PAVERS within the setback Â«r-] 1 1\L CONSTRUCTION ALL FINISHED CONCRETE DURING CONSTRUCTION. IF ANY OF - 52 1. THESE AREAS GET DAMAGED, CONTRACTOR WILL REPLACE AT ~*4 4 HIS COST. \ ~ TRENCH D5' setback | REMAIN AND ABANDONED IN I# EXISTING TIMBER WALL ID 42Â» H GUARDRAIL, TYP. PLACE, REMOVE TOP LAYERS 18% ONLY AS NECESSARY FOR NEW 19% I ~ CONSTRUCTION ~ ~* I _ CONCRETE PATIO OR WALK. NON-SLIP 1 - 1037 7 I \ TEXTURE, SLOPE TO DRAIN. SEE CIVIL NEA ,, N}[DIN ~ * ~ 1 1 ~ DRAWINGS FOR ALL INLETS, DRAINS, & \~ TRENCH DRAWS, TYP. 1 RELOCATE GAS METER AND <D PIPING. V..F. NEW LOCATION I bÂ¥ OVERFRAMED STRUCTURE 112 . 1 ~L EXTEND LOWER OVERFRAMED STRUCTURE TO EQUAL UPPER / 'W 15% P 1 11 / J 11Â» I - NEW CONCRETE WALL, REF: 4 w , STRUCTURAL 2111Â«~E -a 1,2 1% 6 X 6Â» CONCRETE CURB LU , 1%42 I 1O 1 1 1 ~ RE.ovE sTAIR Ln 31 1 13 45 I 1 1&-â‚¬ P .f- -1 1 513 173IWHONÂ« - -Jj 1 8 8 7 1, HEJA 144 I /1 ' 07 1 V 11*4 .1/ 163 / 111 1 1 W,930 34'1 Â«V LJ r--JI I WALE JI16 le / 1 E ./. 1 1 A---411/ ,F- CONCRETE PATIO OR WALK, 4'.I n.. I. 13\31 67 A NON-SLIP TEXTURE, SLOPE TO Seal: Id/\d 1 Ul\ Â« A / 1 REMOVE CONCRETE WALK DRAIN. SEE CIVIL DRAWINGS 1 /4, ji . . ~ FORALLINLETS,DRAINS.& 142471 TRENCH DRAINS TYP - I. I PRELIMINARY 1 1 1 ./ \ 1 7*STBRCe\ 'L 1 ST C3 k , -------------- T,O. CONC~ETE ORKNON-f ..~__a __-~~__ -____ ORK OIN 1 0 Â·' ' \ 31!41EEEHEE EE*,-- 120'-6. 1 # DATE ISSUED FOR z.cs'&-===== 01.29.15 LAND USE APPLIC. SLAB VOID, FILL WITH COMPACTED GRAVEL. ~ ALTERNATIVE: INSTALL PHASE 2 PEDESTALS AND 1 COMPLETE CONCRETE 1 ] 1--94 k --- ~ WALK INSTALLATION IF-1 VL~2 -1[---- -/ 1 LIMIT OF EMERGENCY REPAIR PROJECT 1 42 -- ~ up _E.394. 1 1 1 111 1 111 F 4# I OnSt~c* Issue Date: ER_STAIRS 1 Drawing TitleÂ· DEMOLITION & FLOOR STAIR C3 STAIR C3 PLAN5 1 1 I Sneet # 1 1 ( 1 ~ DEMOLTION PLAN 1 < 2 j FLOOR PLAN - 1 SCALE: 1/4" =1'4 1 2' 6' SCALE: 1/4" =1'-0 0' 2' 6' A2. I . 19 11]ZI HlnOS 008 LL9L8 00 'N3dSV 11VM 9NINIV13W - SWAINIWOONO) ilfINBAV Hl:Ild OV8139.9 Il X1213dONd Page 1 of 1 *73273* Print Date: - Pitkin County Transaction #: 73273 9/8/2015 11:50:19 Janice K. Vos Caudill Receipt #: 201506154 Clerk and Recorder AM Cashier Date: 9/8/2015 11:50:17 AM 530 East Main Street (PNADON) Aspen, CO 81611 (970) 429-2707 www.PitkinClerk.org Customer Information Transaction Information Payment Summary DateReceived: 09/08/2015 Over the Source Code: Counter (ASPCOM) ASPEN CITY OF Over the Total Fees $41.00 COMMUNITY DEVELOPMENT Q Code 'Counter Z-GROUP ARCHITECTS PC Over the Total Payments $46.00 ASPEN, CO 81611 Return Code: Counter Escrow Deposit $5.00 Escrow Balance: $510.00 Trans Type: Recording Agent Ref Num: 1 Payments $46.00 Elmt CHECK 1786 Escrow Deposit 5 $5.00 1 Recorded Items 1 ma BK/PG: 0/0 Reception:623039 Date:9/8/2015 iRmi (APPROVAL) APPROVAL ANY 11:50:14 AM TYPE From: To: Recording @ $11 for 1pg and $5 for 2 or more 7 $41.00 pgs $1 Surcharge 0 Search Items 0 Miscellaneous Items file:///C:/Program%20Files%20(x86)/RecordingModule/default.htm 9/8/2015 .. Hillary Seminick From: Hailey Guglielmo Sent: Monday, August 31, 2015 1:52 PM To: Hillary Seminick Subject: RE: 800 S Mill 8040 Greenline Review Hillary, I do not see an issue with the proposed improvements to the retaining wall. It is my understanding this application is for all of Phase 2 work as well. This property falls within the mudflow zone but because the property is not changing the building footprint the development will not alter the mudflow pattern. Thanks, Hailey Guglielmo, EIT Civil Engineer 130 S. Galena St. Aspen, CO 81611 (970) 429-2751 Hailey.Ruglielmo@cityofaspen.com From: Hillary Seminick Sent: Tuesday, August 25, 2015 11:00 AM To: Hailey Guglielmo <hailey.guglielmo@cityofaspen.com>; David Radeck <david.radeck@cityofaspen.com> Subject: 800 S Mill 8040 Greenline Review Hi Hailey & Dave, Please see the x drive for the 8040 Greenline Review Exemption for the 500 S Mill/5th Ave condos project. X:\City\Hillary Seminick\0074.2015 ASLU 800 S Mill St 8040 Greenline Exemption Thanks, Hillary Hillary Seminick PlannerTechnician Community Development Department City of Aspen 130 S. Galena St. Aspen, CO 81611 970-429-2741 www.aspenpitkin.com 1 .. Notice and Disclaimer: This message is intended only for the individual or entity to which it is addressed and may contain information that is confidential and exempt from disclosure pursuant to applicable law. If you are not the intended recipient, please reply to the sender that you have received the message in error and then delete it. Further, the information or opinions contained in this email are advisory in nature only and are not binding on the City of Aspen. If applicable, the informatjon and opinions contain in the email are based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The opinions and information contained herein do not create a legal or vested right or any claim of detrimental reliance. 2 .. Hillary Seminick From: David Radeck Sent: Wednesday, August 26,2015 10:42 AM To: Hillary Seminick; Hailey Guglielmo Subject: RE: 800 S Mill 8040 Greenline Review Follow Up Flag: Follow up Flag Status: Flagged Hillary, Ben and I went and checked this and have no objections for this project to proceed. No tree permit required due to no trees involved. Approved per Parks 8/26/2015dr David Radeck Project Technician City of Aspen Parks & Open Space 585 Cemetery Lane Aspen, CO 81611 P: 970-429-2025 * F: 970-920-5128 Email: david.radeck@citvofaspen.com http://aspenrecreation.com ASPEN I *:Al# l y: :1,4 : 04 From: Hillary Seminick Sent: Tuesday, August 25, 2015 11:00 AM To: Hailey Guglielmo <hailey.guglielmo@cityofaspen.com>; David Radeck <david.radeck@cityofaspen.com> Subject: 800 S Mill 8040 Greenline Review Hi Hailey & Dave, Please see the x drive for the 8040 Greenline Review Exemption for the 500 S Mill/5th Ave condos project. X:\City\Hillary Seminick\0074.2015 ASLU 800 S Mill St 8040 Greenline Exemption Thanks, Hillary Hillary Seminick PlannerTechnician Community Development Department City of Aspen 130 S. Galena St. 1 Aspen, CO 81611 970-429-2741 www.aspenpitkin.com Notice and Disclaimer: This message is intended only for the individual or entity to which it is addressed and may contain information that is confidential and exempt from disclosure pursuant to applicable law. If you are not the intended recipient, please reply to the sender that you have received the message in error and then delete it. Further, the information or opinions contained in this email are advisory in nature only and are not binding on the City of Aspen. If applicable, the information and opinions contain n the email are based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The opin ons and informat on contained herein do not create a legal or vested right or any claim of detrimental reliance. 2 .. Hillary Seminick From: Stephen Kanipe Sent: Thursday, July 30,2015 6:29 PM To: Hillary Seminick; Mike Metheny Subject: 800 s mill Attachrnents: photo.JPG; ATT00001.txt It's pretty bad. I had them block the stair. We discussed a temporary bracing design to be done as the emergency repair. The other issues with the land-use application And micropile retaining wall permit can be prioritized but not considered an emergency. Mike is aware of the situation and will be in touch when we approve a drawing for the emergency bracing. 1 .. R ECEIVal 0 .W CO -7 4 . 70 2 5- . pâ‚¬ L M AUG 0 3 2015 C FF?/ C ; ASPEN C(:t:Â·.7 Nr: 05 -LCPMENT arc h it e cts July 29, 2015 RE: Fifth Avenue Condominiums 800 South Mill St. Aspen CO 81611 Subject: Land Use Application, 8040 Greenline Exemption This 48-year-old Aspen condominium complex composed of 4 wood-frame buildings and associated exterior stairs and balconies is in acute need of rehabilitation. This project's primary goal is to improve the Health, Life Safety and Welfare of the public, users, and occupants of this residential complex. Phasing: This project was previously planned to be constructed under two separate permits. Improvements to Buildings A&B (Phase 1) are Permitted and currently under Construction for 2015. Improvements to Buildings C&D (Phase 2) are scheduled for 2016. However, due to an urgent repair situation, a portion of Phase 2 work is in immediate need of attention. This urgency concerns a failing timber retaining wall on the east side of the complex, this Retaining Wall Repair will be submitted as a separate Permit as soon as possible Phase 2 and the Retaining Wall Replacement project fall within the 8040 Greenline. This Land Use Application for 8040 Greenline Exemption is intended to be applicable to both Phase 2 and the Retaining Wall Replacement. As such, the Application includes drawings and information for the Phase 2 work as well as an additional set for the Retaining Wall Replacement. Primary Issues: General The wood stair towers are failing structurally, are too narrow to meet Code, they have inadequate handrail clearance, and they have been recently but temporarily reinforced. There are also numerous site concrete cracking and spalling issues, and building siding is aging and has multiple waterproofing issues. Timber Retaining Wall This retaining wall is actively failing, is visibly leaning, and must be repaired as soon as possible. Proposed Project: The primary construction goal of this project is to rehabilitate the existing stair towers, balconies & decks, siding & exterior finishes, and associated site work. There is no change of occupancy, and paths of egress will not be substantially changed. The proposal is to entirely demolish the existing wood stairs & balcony/decks, and replace them with new steel and concrete stairs and decks. This is a substantial improvement to the existing conditions and will .. .. Z-Group Architects, P.C. â€¢ 411 East Main Street, Aspen, CO. 81611 â€¢ Telephone: 970-925- 1832 â€¢ Fax: 970-925- 1371 .. bring the structures closer to current Code. It is necessary to widen the stairs and landings to meet current Code. This will increase by a nominal amount the square footage of these exterior stairs and decks. This additional square footage is necessary to bring the stairs as close to current code as possible. There will be no addition of building footprint or habitable space, and building heights will remain the same. There are ski lockers associated with each unit of this condominium complex. Updating the stairs and decks necessitates relocating these exterior storage units. In no case will there be more than 32 square feet of exterior storage per unit. It is felt that the proposed work will substantially increase, and is necessary to increase the degree of Public Safety, Health and Welfare in these existing buildings. 8040 Greenline Review: The applicant believes that these projects qualify for the 8040 Greenline Exemption per Muncipal Code 26.435.030, B, Exemption; 1. No habitable floor area is being added. This is an exterior project only and floor areas exempt from floor area calculations do increase by more than 25%. As indicated above, to meet current Life Safety Codes, the exterior stairs and decks must increase nominally in size. Please see attached Area Summary which compares current areas to proposed areas. 2. No tree is being remove that would require a Permit. 3. This is an existing Development. Any pre-existing geologic hazards are being vastly improved with an updated Retaining Wall. There is no increased sedimentation or erosion, and all disturbed areas of the site are being updated per current drainage standards. Please see Civil Drawings as prepared by Roaring Fork Engineering. It is hoped that this Land Use Application with corresponding acceptance from the Building Department as it concerns Life Safety issues, should suffice for Planning and Zoning acceptance and an 8040 Greenline Exemption, and the project(s) can proceed to the Permit Coordination and Permitting process. Thank You. Accepted: Stephen Kanipe, Chief Building Official Signature: Date: Accepted: Chris Bendon, Community Development Director Signature: Date: Randy Henrie Architect .. ~~ Z-Group Architects, P.C. â€¢ 411 East Main Street, Aspen, CO. 81611 â€¢ Telephone: 970-925-1832 â€¢ Fax: 970-925-1371 .. U V.; f. P. 1, r~:Â£a AUG O 3 2015 0- 4 00- ASPE - ....1 .1 .-1 architeuts July 29, 2015 RE: Fifth Avenue Condominiums 800 South Mill St. Aspen CO 81611 Subject: Land Use Application, 8040 Greenline Exemption Response to Attachment 4, Submittal Requirements Land Use Application: Attached with Authorizations. Street Address and Legal Description: On 8.5 x11 Documents and Drawing Sets. Disclosure of Ownership: Attached. Vicinity Map: On Drawing Set Project Information (Cover) Sheets. Site Improvement Survey: Included with Drawing Sets. Site Plan(s): Included with Drawing Sets. Plan with Existing and Proposed Grades: Included with Drawing Sets on Survey, Site Plans and Civil Drawings. Proposed Elevations: Included with Drawings Sets. Construction Techniques: New stair towers are steel framing and rails with precast concrete treads and concrete landings and decks. New siding is brake metal, stucco, and phenolic panel. Timber retaining wall to be replaced with a concrete retaining wall and micro-pile system. Exterior Lighting: There is no additional landscape or exterior lighting for this project. If fixtures are replaced due to damage or malfunction, new products shall meet the requirements of the 2009 IECC, Section 506.6 and corresponding Tables. 8040 Greenline Review: The applicant believes that these projects qualify for the 8040 Greenline Exemption per Municipal Code 26.435.030, B. Exemption; 1. No habitable floor area is being added. This is an exterior project only and floor areas exempt from floor area calculations do increase by more than 25%. As indicated above, to meet current Life Safety Codes, the exterior stairs and decks must increase nominally in size. Please see attached Area Summary which compares current areas to proposed areas. 2. No tree is being remove that would require a Permit. 3. This is an existing Development. Any pre-existing geologic hazards are being vastly improved with an updated Retaining Wall. There is no increased sedimentation or erosion, and all disturbed areas of the site are being updated per current drainage standards. Please see Civil Drawings as prepared by Roaring Fork Engineering. Randy Henrie Architect .. ~~ Z-Group Architects, P.C. â€¢ 4 I I East Main Street, Aspen. CO. 81611 â€¢ Telephone: 970-925-1832 â€¢ Fax: 970-925-1371 22...9 1*2 .91 i.1* & 424* f â‚¬-4 A y d. -6-- 'g- - C milial 1.. .- . - It N, .iwil I.R.. ..... ./ UU L 'Inilli/ ..1 0111.1,= 2 e .... 4 I 14*f4-~ F.... - - 4, - 1- .m , 01 ' *J . fÂ·Â»ff I 392% , .7 1 A 1 U III .-- r -9=11 '4 L . 7 *ME .11 F .1 I .&1 te# 1-lil 1.1. .0 ill. b 1 4 ,0 4 1, 1-18* 2 3 1 - 1.1.1 0..IE -9 E- d ././ -. 1 04_22# I 0 lili JIÂ«* LI#.1. - 1. 3 - il . Â· r#"th 1.lii' 1 ]11'. .t lilli = ~ a 1, r.. ..1. ....:.*- - ..i-- . 0 11â€¢1:i 0/.Aa "t + - L ** ~ - Il f * 11 1112 0- ..i .4 .9 4Â»4;9~41;9 =94*V . Â»41~ , 1 4.7, Â» ' 2.-' Â£Â· .7 1 4 g I .4 - lilli I. 4. 4. 1, Â¥ t.Â· 2. , ' (X 324 % 7 :, .r . f l I.I 11 ibm'.11 . , ' 106,2 T / '44. , '. 11 1 A-' ....tr 4â€¢4 .. p & ily Â¥11. ..... , 4 :. 1.:1 9 li 91 t: *I ,- . 7......4. A L 1, 1 31 1 111111~ lilli. , lili. = =JR 1 . 1/- Ill/4. Lâ€¢1 '111.,i_ 1 - -- 1,-. 1 1 0 11 lilli 11. 1 11,9 4 1.1 M 111 .L.21!L lip 4 /1- 4 e . -1, 1 U. :/'#' I i .iÂ¥*R, *, lili M I -' 4 11-- * . .. 2.i.laiÂ» > p 11. 1 frhw/Li./Ill"" .A * 11'll I.-'.'ll.- ..1111 -li- 11 1 1., dd,-=-U -4 -,- , 04., I hirf:Ill"991 -; 3012 JiL ,. k.:2.q.d /1; 0 -/57 ...94.:3/~2 ..&*.f.-: ~~Â·{ r ', .'<R/.-I . . t Â· .. . . RECEIVED 0 gI J 4 -2%9 416 4 L,;~ AUG 0 3 2015 ATTACHMENT 2 -LAND USE APPLICATION CITY OF ASPEN ~OJECT: Name: FIF-nÂ·\ Avakic E Couk:70411KJIUMS Location: 800 6. MILL er.,c-, 464'EN g O 131(61\ (Indicate street address, lot & block number, legal description where appropriate) Parcel ID # (REQUIRED) 278719274Â»600 APPLICANT: Name: Fiprt.1 Ave*lue Low{DOM,Al\UMS Mu.ie au,6143 Ags:~ Address: â‚¬00 6. MILL Â·SIFEer , ArEA /0 61411 Phone #: NAM 61 -FrzEEbMAA , PRES,Ded'r ; Z4â‚¬ -770-Z646 REPRESENTATIVE: Name: Fl-AODALL j. 445**FIE 2 Z- 6!zoor Ar~H rreÂ» FM. Address: 411 E.Agr MAIA err: 60116 245 1 ASFEU 60 81&11 Phone #: 970 -355 -9773 TYPE OF APPLICATION: (please check all that apply): D GMQS Exemption D Conceptual PUD E Temporary Use E] GMQS Allotment U Final PUD (& PUD Amendment) Â£ Text/Map Amendment D Special Review ~ Subdivision U Conceptual SPA ESA - 8040 Greenline, Stream E Subdivision Exemption (includes ~ Final SPA (& SPA Margin, Hallam Lake Bluff, condominiumization) Amendment) Mountain View Plane U Commercial Design Review 01 Lot Split U Small Lodge Conversion/ Expansion D Residential Design Variance D Lot Line Adjustment D Other: D Conditional Use EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.) Dece\Â®rd \04 , C Mleâ€¢â„¢'nium cs.<pAL E uu/4 Looo 4 frqÂ»441 boi\&44 1 4650(i#421 eite<Wr $68> A St'*auo r{4. PROPOSAL: (description ofproposed buildings, uses, modifications, etc.) 12)0~14(,ewie~Jr of a,(Aer/or- 9\-44'rS , t,ph<~25 6,2 A-gn'or 614<49 , repair 44\(V'll reA+li .1 Ul,(\\,1 Have you attached the fohowing? FEES DUE: $ 2 1 2.29 ,00 ~ Pre-Application Conference Summary Attachment #1, Signed Fee Agreement Response to Attachment #3, Dimensional Requirements Form 4 Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards ...UJ.BModel fov-lai:ge project KI~ All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text -Wicrosoft Word FormaO must be submitted as part of the application. Large scale projects should include an ~tronic 3-D model. Your pre-application conference summary will indicate if you must submit a 3-D model. I RECEIVED 0 2 /4 1 20/0- AS,Â·11 , i B A ~11~- -, ir COMMUNITY DEVELOPMENT DEPARTMENT -1 Agreement to Pay Application Fees An agreement between the City of Aspen ("City") and Property Fifth Avenue Condominium Ass'n nanci@nwfreedman.com Phone No.: 248.770 2668 Owner CID: Email Billing send bills to email address above Address of 800 S. Mill Address- Property. Aspen (subJect of (send bills here) application) I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications and the payment of these fees is a condition precedent to determining application completeness. I understand that as the property owner that I am responsible for paying all fees for this development application. For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these flat fees are non-refundable. 650 i:* Parks 0 Select Dept $ v flat fee for $. flat fee for _ O Select Dept 0 Select Review $ flat fee for $ flat fee for For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed project, it is not possible at this time to know the full extent or total costs involved in processing the application, 1 understand that additional costs over and above the deposit may accrue. I understand and agree that it is impracticable for City staff to complete processing, review, and presentation of sufficient information to enable legally required findings to be made for project consideration, unless invoices are paid in full. The City and I understand and agree that invoices mailed by the City to the above listed billing address and not returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30 days of presentation of an invoice by the City for such services. I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment. I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the processing of my application at the hourly rates hereinafter stated. 1,300 ,/ 4 $ deposit for hours of Community Development Department staff time. Additional time above the deposit amount will be billed at $325 per hour. $275 ./ 1 deposit for hours of Engineering Department staff time. Additional time above the deposit amount will be billed at $265 per hour. City of Aspen: Propdrty Owner: 0 < 2-19-- 7 \ 1 Ur- /7 Chris Bendon 2 ''ll / g.. Nanci Wolf Freedman Community Development Director Name: 1 Ass'n President Title: City-Wse: 2225 Fees Due: $ Received: $ - January. 2013 City ofAspen 1130 S. Galena St. 1 (970) 920-5090 '41 .. COMMUNITY DEVELOPMENT DEPARTMENT .. 0 IT Land Use Review Fee Policy The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or deposit is collected for land use applications based on the type of application submitted. A flat fee is collected by Community Development for applications which normally take a minimal and predictable amount of staff time to process. Review fees for other City departments reviewing the application (referral departments) will also be collected when necessary. Flat fees are cumulative - meaning an application with multiple flat fees must pay the sum of those flat fees. Flat fees are not refundable. A review fee deposit is collected by Community Development when more extensive staff review is required. Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on the case in addition to the case planner. Deposit amounts may be reduced if, in the opinion of the Community Development Director, the project is expected to take significantly less time to process than the deposit indicates. A determination on the deposit amount shall be made during the pre-application conference by the case planner. Hourly billing shall still apply. All applications must include an Agreement to Pay Application Fees. One payment including the deposit for Planning and referral agency fees must be submitted with each land use application, made payable to the City of Aspen. Applications will not be accepted for processing without the required application fee. The Community Development Department shall keep an accurate record of the actual time required for the processing of a land use application requiring a deposit. The City can provide a summary report of fees due at the applicant's request. The applicant will be billed for the additional costs incurred by the City when the processing of an appjication by the Communjty Development Department takes more time or expense than is covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no additional administrative charge. In the event the processing of an application takes less time than provided for by the deposit, the department shall refund the unused portion of the deposited fee to the applicant. Fees shall be due regardless of whether an applicant receives approval. Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and recordation of approval documents shall be handled as individual cases for the purposes of billing. Upon conceptual approval all billing shall be reconciled and all past due invoices shall be paid prior to the Director accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time of final application submission. Upon final approval all billing shall again be reconciled prior to the Director accepting an application for review of technical documents for recordation. The Community Development Director may cease processing of a land use application for which an unpaid invoice is 30 or more days past due. Unpaid invoices of 90 or more days past due may be assessed a late fee of 1.75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be assigned by the Municipal Court Judge. All payment information is public domain. All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits already accepted, an unpaid invoice of 90 or more days may result in cessation of building permit processing or issuance of a stop work order until full payment is made. The property owner of record is the party responsible for payment of all costs associated with a land use application for the property. Any secondary agreement between a property owner and an applicant representing the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties. January. 2013 City of Aspen I 130 S. Galena St. I (970) 920-5090 0 2ECEIVER AUG 0 3 2015 FIFTH AVENUE CONDOMINIUM ASSOCIATION CITY OF AQPEN C/o FRIAS PROPERTIES OF ASPEN, INC. ,<Vy Nlp AC ..9 ADMENT 730 E DURANT 1 1."â€ž. j .691 ...2 ASPEN. CO 81611 BOARDMEMBERS, 2015 NANCI WOLF FREEDMAN, PRESIDENT MICHAELCRABB, VICE PRESIDENT ROBERT MAYER, SECRETARY July 28,2015 Hillary Seminick Community Development Department City of Aspen via delivery by Randy Henrie 130 S. Galena St. Aspen, CO 81611 Re: 800 S Mill (Fifth Avenue Condominiums) 8040 Greenline Exemption Request Authorized Representative Dear Ms. Seminick; In response to a requirement in the Application for Greenline Exemption, you are authorized to recognize the following applicant to act on behalf of the Fifth Avenue Condominium Association: Randy Henrie, or his designated substitute Z-Group Architects 411 E Main St # 205, Aspen, CO 81611 If you have any questions about this authorization or other issues which relate to our Application, please contact me or Randy. Thank you for your attention and consideration. Sincerely,K 44- N'anci~ Wolf Freedman, President Fifth Avenue Condominiurn Association CC: Randy Henrie (by email: randy@zgroulparchitecls.corn) Mike Crabb (by email: mac@adesigninc.net) Bob Mayer (by email: bobm@bomarbuilders.corn) 0 FJ'A COMMUNITY DEVELOPMENT DEPARTMENT 01.1 Homeowner Association Compliance Policy All land use applications within the City of Aspen are required to include a Homeowner Association Compliance Form (this form) certifying the scope of work included in the land use application complies with all applicable covenants and homeowner association policies. The certification must be signed bv the property owner or Attorney representinq the property owner. Name. Rjer,c-L L.t_9 01-{ F[Ztdclj-V\ay\, plis , Property f-IrÂ·44'il fhvc.vi,09 (17\20-Ai,#v>/rt ASEcykv-jol Owner ("1"): Email. Phone No. 13(> i-101 8- /'~\ ix.)~Ci -2,60't~ /4*\. 00Â·TA 2-4 0 770 247 0 0 Address of PropertyÂ· ~t F -1- 11 (40* A.) C)*. 4,-~b OL{INÂ·#i J /1/14 (subject of application) 2 00 5c), ,-Fi-1 Hi u-0- I certify as follows: (pick one) D This property is not subject to a homeowners association or other form of private covenant. D This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application do not require approval by the homeowners association or covenant beneficiary. 1/1 //129-j This property is subject to a homeowners association or private covenant and the improvements proposed in this land use application have been approved by the homeowners association or covenant beneficiary. I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or ef*Lff private covenants or homeowner association rules or bylaws. 1 understand that this documarat is a public document. date: Owner signature: PU Owner printed name: : -jvul hu i{ U)01.-F E/Â£0'9 10,1*A A-Jj 01-2,246 F A j:27<4 (Â·o,ubc)Mi,JIJA.4 AGGi)<-IAT/Dk-3 or, date: Attorney signature: Attorney printed name: AUG 0 3 2015 ATTACHMENT 3 Ct) 2 ve: ', 6,3'EN DIMENSIONAL REQUIREMENTS FORM I.,114,2..: project: TA pn-1 AVEAIL)E 666!Do,136|'ovli Applicant: Flpn.\ AUFAvE CoODOMIWIOVIS #40,412. tÂ»)#ERS Assec, Location: BOO S. HILL 61 45 FER 60 , 616,1 Zone District: L . 1- o D GE Lot Size: 57,9 36, sp Lot Area: 3 4, 3 96 sp ( for the pdrposes of calculating Floor Area, Lot Area may be reduced for areas within the high water mark, easements, and steep slopes. Please refer to the definition of Lot Area in the Municipal Code.) Commercial net leasable: Existing. ht ~ Proposed.. ~ki k Number o f residential units: Existing: 30 Proposed: NO Number of bedrooms: Existing: U /A Proposed: N/A Proposed % of demolition (Historic properties only): *A DIMENSIONS: OBE. A MA<.tep Age,4 641 #14 F-f .* Floor Area: Existing: Allowable: )(v Proposed: K :* Principal bldg. height: Existing: 5~-6" Allowable:~~ AJ L Access. bldg. height: Existing.Â· 14,~A Allowable: \*A Proposed: RA .*On-Site parking: Existing: 50 Required: 3 6 proposed: 14 C % Site coverage: Existing: 4/A Required: Al/A Proposed: 4/A % Open Space: Existing: ~/A Required: I/A Proposed: Al/A Front Setback: Existing: 19 Reqi,ired: S' proposed: ~AC-- Rear Setback: Existing: 5" Required: -D Proposed: ~C-- Combined F/R: Existing: Al/,4 Required: Al/A Proposed: RA Side Setback: Existing: 5 Required: 5' Proposed: 146 Side Setback: Existing: b Required: 9 proposed: 14 C Combined Sides: Existing: b~A Required: bl/A Proposed: &1~A Distance Between Existing W.10" Required: \d -Cf Proposed:Â»le- Buildings k] C c 14 6 6.kiA+166 Existing non-conformities or encroachments: * Aeoue , 1401 4,64 A relgAl;*I ~1}416 TX,44114 in *1-646-0 5) heqi.Zi" rrk-,119 au t/Mill 5+ variations requested: Al h4 .. Fifth Avenue Condominiums - AREA SUMMARY ~ Land Use Application 07.29.2015 Buildings A&B (Phase 1) Existing Proposed Change Areas within Footprint (Residential Units, Mech, etc.) 16,557 16,557 0 Common Storage, Exterior 111 88 -23 *Walkway, Exterior 773 780 7 *Decks/Balconies, Exterior 1018 1018 0 *Stairs, Exterior 135 103 -32 Patios, Exterior 0 0 0 Buildings C&D (Phase 2) Areas within Footprint (Residential Units, Mech, etc.) 29042 29042 0 Common Storage, Exterior 313 120 -193 *Walkway, Exterior 296 305 9 *Decks/Balconies, Exterior 1709 1916 207 *Stairs, Exterior 2171 2869 698 Patios, Exterior 602 602 0 COMBINED TOTALS (Both Phases) Areas within Footprint (Residential Units, Mech, etc.) 45,599 45,599 0 Common Storage, Exterior 424 208 -216 ~ *Walkway, Exterior 1,069 1,085 16 *Decks/Balconies, Exterior 2,727 2,934 207 *Stairs, Exterior 2,306 2,972 666 Patios, Exterior 602 602 0 TOTAL OF ALL EXTERIOR FEATURES 7,128 7,801 673 TOTAL GROWTH OF ALL EXTERIOR FEATURES 9.44% *TOTAL OF DECKS, BALCONIES, EXT. STAIRWAYS 6,102 6,991 889 TOTAL GROWTH OF THESE EXTERIOR FEATURES 14.57% TOTAL SQUARE FOOT AREA 52,727 53,400 673 SUBTRACT, Common Storage, Exterior 424 208 -216 SUBTRACT,*Exempt Exterior Areas (15% of Net Lot 36,395 SF, FAR 1:1) 5459 5459 0 TOTAL attributed to FAR 46,844 47,733 889 TOTAL GROWTH OF FAR 1.90% FAR 1:1.287100 1:1.311526 Randy Henrie, Z-Group Architects P.C. ... ATTACHMENT 4- MATRIX OF LAND USE APPLICATION REQUIREMENTS For application requirements, refer to the numbers in the in second column. These numbers correspond to the key on page 9. For multiple reviews, do not duplicate information. All application materials must be complete and submitted in collated packets. All drawings must include an accurate graphic scale Type of Review App. Submission Requirements Process Type (See Process Number of Required Submittal (Seekeyon page 9.) Description in Att.5) Packets 8040 GREENLINE REVIEW 1-7, 8-10,35 P& Z 10 8040 GREENLINE EXEMPTION 1-7,8-10,35 ADMINISTRATIVE REVIEW 2 STREAM MARGIN REVIEW 1-7,8,10,11,12,35 P & Z OR ADMINISTRATIVE (Based 2 for 0 Admin., 10 for P &Z on Location) STREAM MARGIN EXEMPTION 1-7,8,10,11,12,35 ADMINISTRATIVE REVIEW 2 HALLAM LAKE BLUFF REVIEW 1-7, 13, 14, 35 P & Z 10 MOUNTAIN VIEW PLANE 1-7,15,16,35 P&Z 10 CONDITIONAL USE 1-7,9,17 P&Z 10 SPECIAL REVIEW* 1-7, Additional Submission Reg. depend P & Z 10 on nature of the Special Review Request. SUBDIVISION 1-7, 18, 19, 20, 21, 35 P & Z, AND CITY COUNCIL 20 EXEMPT SUBDIVISION 1-7, 18, 19, 20, 21,35 CITY COUNCIL 10 LOT LINE ADJUSTMENT 1-7,22 ADMINISTRATIVE REVIEW 2 LOT SPLIT 1-7,22 CITY COUNCIL 10 CODE AMENDMENT 1-4,7,23 P & Z, AND CITY COUNCIL 20 WIRELESS TELECOM. 1-7, 16, 24, 25, 26, 27, 35 ADMIN. OR P&Z 2 for Admin., 10 for P&Z SATELITE DISH OVER 24" IN 1-7 ADMIN. OR P&Z 2 for Admin., 10 for P&Z DIAMETER RES. DESIGN STANDARDS 1-7,9,28,29,30 P & Z OR DRAC 10 VARIANCE < GMQS EXEMPTION* 1-7, Additional Submission Reg. depend ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P on nature of the Exemption Request. (BASED ON EXEMPTION TYPE) & Z and CC CONDOMINIUMIZATION 1,31 ADMINISTRATIVE 2 PUD 1-7,32,33,35 CONCEPTUAL -P&Z, AND CC 20 for P&Z and CC (Submit FINAL -P& Z, AND CC Separately for Final PUD Review) LODGE PRESERVATION PUD 1-7,35 P & Z, AND CC 20 ... PUD AMENDMENT 1-7 ADMIN., OR P & Z, AND/OR CC 2 for Admin., 10 for P & Z, 20 for P (BASED ON AMENDMENT TYPE) & Z and CC SPECIALLY PLANNED AREA 1-7,35 CONCEPTUAL -P&Z, AND CC 20 for P&Z and CC (Submit (SPA) FINAL- P & Z, AND CC Separately for Final SPA) AMENDMENT TO SPA 1-7 ADMIN.,OR P&ZAND CC 2 for Admin., 20 for P&Z and CC (BASED ON SIGNIFICANCE OF AMENDMENT) TEMPORARY USE 1-7 ADMIN. OR CC (BASED ON 2 for Admin., 10 for City Council DURATION TIME) ACCESSORY DWELLING UNIT 1-7,9 ADMIN OR P &Z(BASED ON IF 2 for Administrative Review THE PROPOSAL MEETS REVIEW ~ STANDARDS) REZONING 1-7 P & Z AND CC 20 DIMENSIONAL REQUIREMENTS 1-7,34 BOARD OF ADJUSTMENT 9 VARIANCE * Consult with a Planner about submittal requirements. ** A pre-application conference with a Planner should be conducted prior to submitting any land use application. Please call 920-5090 to schedule a pre-application conference. .. ATTACHMENT 4-CONT'D- SUBMITTAL KEY 1. Land Usc .Application with 12. Accurate elevations On relation to system in the area of the proposed Applicant's name, address and telephone inean sea level) of the lowest floor, subdivision. The contents of the plat shall number, contained within a letter signed including baseinent, ofall new or be of sutficient detail to determine by the applicant stating the naine, address, substantially unproved structures; a whether the proposed subdivision will and telephone number of the verification and recordation of the actual meet the design standards pitiÂ·suant to representative authorized to act on behalf elevation in relation to inean sea level to Land Use Code Section 26.480.060(3).20. of the applicant, which any structure is constructed; a Subdivision GIS Data. demonstration that all new construction or 2. The street addres* and legal substantial improveinents will be 21. A landscape plan showing location, description of the parcel on which anchored to prevent flotation, collapse or size, and type of proposed landscape development is proposed to occur. lateral movement of any structure to be features. constructed or improved; a demonstration 3. A di%Â£10%,ire of o,inership 01' tile that the structure will have the lowest 22. A subdivision plat which meets the parcel on which developinent is proposed tloor, including basement, elevated to at tenns of this chapter, and con forms to the to occur, consisting of a current certificate least two (2) feet above the base flood requirements of this title indicating that no froin a title insurance company, or elevation, all as certified by a registered further subdivision may be granted for attorney licensed to practice in the State of professional engineer or architect. these lots nor will additional units be built Colorado, listing the names of all owners without receipt of' applicable approvals of the property, and all mortgages, 13. A landscape plan that includes pursuant to this chapter and growth .judgments, liens, easements, contracts and native vegetative screening of no less than management allocation pursuant to agreements affecting the parcel, and fifty (50) percent of the development as Chapter 26.470. demonstrating the owner's nght to apply viewed froin the rear (slope) of the parcel. for the Development Application. All vegetative screening shall be 23. The precise wording of any inaintained in perpetuity and shall be proposed amendment. 4 \11 8 1/2" , 11" ilcinit> m.,p ic,cating replaced with the same or comparable the subject parcel within the City of material should it die. 24. Site Plan or plans drawn to a scale of one ( 1 ") inch equals ten (10') feet or one Aspen. 14. Site sections drawn by a registered (1") inch equals twenty (20') feet, 5. A site iniproicnient Mine> iticluiling architect, landscape architect, or including before and "after" photographs topography and vegetation showing the engineer shall be submitted showing all (sunulations) specifying the location of current status of the parcel certified by a existing and proposed site elements, the antennas, support structures, transmission registered land surveyor, licensed in the top of slope, and pertinent elevations buildings and/or other accessory uses, State of Colorado. (This requirement, or above sea level access, parking, fences, signs, lighting, any part thereof, may be waived by the landscaped areas and all adjacent land Community Development Department if 15. Proposed elevations of the uses within one-hundred fifty (150') feet. the project is determined not to warrant a development, including any rooftop Such plans and drawings should survey document.) equipment and how it will be screened. demonstrate compliance with the Review Standards of this Section. 6. A Nite plan depicting the pioposed 16. Proposed elevations of the layout and the prOJect's physical development, including any rooftop 25. FAA and FCC Coordination. relationship to the land and it's equipment and how it will be screened. Statements regarding the regulations of the Federal Aviation Administration surroundings. 17. A sketch plan ofthe site showing (FAA) and the Federal Communications 7. A ~rillen dejcription 01 the existing and proposed features which are Commission (FCC). proposal and a written explanation oi' relevant to the review. how a proposed development complies 26. Structural Integrity Report from a with the review standards relevant to the 18. One(1) inchequals fourhundred professional engineer licensed in the development application. (400) feet scale city map showing the State ofColorado. location of the proposed subdivision, all 8 Plan witli Existing and propoied adjacent lands owned by or under option 27. Evidence that an effort was made to grades at two-foot contours, with tive-foot to the applicant, commonly known locate on an existing wireless intervals for grades over ten ( 10) percent. landmarks, and the zone district in which telecommunication services facility the proposed subdivision and adjacent site including coverage/ interference 4 PropoNed elevationx ofthe development properties are located. analysis and capacity analysis and a brief stateinent as to other reasons for 18 \ de!,cription of propo0ed 19. A plat which reflects the layout of success or no success. con,truction techitiquer to be liNed. the lots, blocks and structures in the proposed subdivision. The plat shall 28. Neighborhood block plan at 11. A Plan with the 100-year floodplain be drawn at a scale of one ( 1) equals one 1"=50' (available from City Engineering line and the high water line. hundred ( 100) feet or larger. Architectural Department) Graphically show the front scales are not acceptable. Sheet size shall portions of all existing buildings on both be twenty-four (24) inches by thirty-six sides of the block and their setback froin (36) inches. If it is necessary to place the the street in feet. Identify parking and plat on more than a one (1) sheet, an index front entry for each building and locate shall be included on the first sheet. A any accessory dwelling units along the vicinity map shall also appear on the first alley. (Continued on next page.) sheet showing the subdivision as it relates to the rest of the city and the street .. Indicate whether any portions of the 35. 10:itcrior Lighting PInn Show the houses immediately adjacent to the k.ilion, height, type and litinmous subject parcel are one story (only one mlensity 01 each above grade fixture. living level). Estimate the site illumination as measured in foot candles and include minimum, 29. Roof Plan. maximum, and average illumination, Additionally, provide comparable 30. Photographic panorama Show examples already in the community that elevations of all buildings on both sides ot. demonstrate technique, specification, and/ the block, including present condition of or light level if they exist, the subject property. Label photos and inount on a p esentation board 31. A condominium subdivision exemption plat drawn with pennanent ink on reproducible inylar. Sheet size shall be twenty-four (24) inches by thirty-six (36) inches with an unencumbered margin of one and one-half (1 1/2) inches on the left hand side of the sheet and a one-half ( 1/2) inch margin around the other three (3) sides of the sheet pursuant to Land Use Code Section 26.480.090. 32. A description and site plan ofthe proposed development including a statement of the objectives to be achieved by the PUD and a description o f the proposed land uses, densities, natural features, traffic and pedestrian circulation, off-street parking, open space areas, infrastructure improvements, and site drainage. 33. An architectural character plan generally indicating the use, massing, scale, and orientation of the proposed buildings. 34. A written description ofthe variance being requested. /411 f. P 19 f 7- I AUG 0 3 2015 CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT C ffY l.* r ' t E N Â· GENERAL LAND USE APPLICATION PACKET THE CITY OF ASPEN Attached is an Application for review of Development that requires Land Use Review pursuant to the City of Aspen Land Use Code. Included in this package are the following attachments: 1. Development Application Fee Policy, Fee Schedule and Agreement for Payment Form 2. Land Use Application Form 3. Dimensional Requirements Form 4. Matrix of Land Use Application Requirements/Submittal Requirements Key 5. General Summary o f Your Application Process 6. Public Hearing Notice Requirements 7. Affidavit ofNotice All applications are reviewed based on the criteria established in Title 26 of the Aspen Municipal Code. Title 26 of the Aspen Municipal Code is available at the City Clerk's Office on the second floor of City Hall and on the internet at www.aspenpitkin.com, City Departments, City Clerk, Municipal Code, and search Title 26. We strongly encourage all applicants to hold a pre-application conference with a Planner in the Community Development Department so that the requirements for submitting a complete application can be fully described. Also, depending upon the complexity of the development proposed, submitting one copy of the development application to the Case Planner to determine accuracy, insufficiencies, or redundancies can reduce the overall cost of materials and Staff time. Please recognize that review o f these materials does not substitute for a complete review o f the Aspen Land Use Regulations. While this application package attempts to summarize the key provisions o f the Code as they apply to your type of development, it cannot possibly replicate the detail or the scope o f the Code. I f you have questions which are not answered by the materials in this package, we suggest that you contact the staff member assigned to your case or consult the applicable sections of the Aspen Land Use Regulations. .. ATTACHMENT 5 DEVELOPMENT REVIEW PROCEDURE 1. Attend pre-application conference. During this one-on-one meeting, staff will determine the review process which applies to your development proposal and will identify the materials necessary to review your application. 2. Submit Development Application. Based on your pre-application meeting, you should respond to the application package and submit the requested number of copies of the complete application and the appropriate processing fee to the Community Development Department. 3. Determination of Completeness. Within five working days of the date of your submission, staff will review the application, and will notify you in writing whether the application is complete or if additional materials are required. Please be aware that the purpose of the completeness review is to determine whether or not the information you have submitted is adequate to review the request, and not whether the information is sufficient to obtain approval. 4. Staff Review of Development Application. Once your application is determined to be complete, it will be reviewed by the staff for compliance with the applicable standards of the Code. During the staff review stage, the application will be referred to other agencies for comments. The Planner assigned to your case or the agency may contact you if additional information is needed or if problems are identified. A memo will be written by the staff member for signature by the Community Development Director. The memo will explain whether your application complies with the Code and will list any conditions which should apply ifthe application is to be approved. Final approval of any Development Application which amends a recorded document, such as a plat, agreement or deed restriction, will require the applicant to prepare an amended version of that document for review and approval by staff. Staff will provide the applicant with the applicable contents for the revised plat, while the City Attorney is normally in charge of the form for recorded agreements and deed restrictions. We suggest that you not go to the trouble or expense of preparing these documents until the staff has determined that your application is eligible for the requested amendment or exemption. 5. Board Review of Application. tf a public hearing is required for the land use action that you are requesting, then the Planning Staff will schedule a hearing date for the application upon determination that the Application is complete. The hearing(s) will be scheduled before the appropriate reviewing board(s). The Applicant will be required to mail notice (one copy provided by the Community Development Department) to property owners within 300 feet of the subject property and post notice (sign available at the Community Development Department) of the public hearing on the site at least fifteen (15) days prior to the hearing date (please see Attachment 6 for instructions). The .. Planning Staff will publish notice of the hearing in the paper for land use requests that require publication. The Planning Staff will then formulate a recommendation on the land use request and draft a memo to the reviewing board(s). Staff will supply the Applicant with a copy of the Planning Staff's memo approximately 5 days prior to the hearing. The public hearing(s) will take place before the appropriate review boards. Public Hearings include a presentation by the Planning Staff, a presentation by the Applicant (optional), consideration of public comment, and the reviewing board's questions and decision. 6. Issuance of Development Order. If the land use review is approved, then the Planning Staff will issue a Development Order which allows the Applicant to proceed into Building Permit Application. 7. Receipt of Building Permit. Once you have received a copy of the signed staff approval, you may proceed to building permit review. During this time, your project will be examined for its compliance with the Uniform Building Code. It will also be checked for compliance with applicable provisions of the Land Use Regulations which were not reviewed in detail during the one step review (this might include a check of floor area ratios, setbacks, parking, open space and the like). Fees for water, sewer, parks and employee housing will be collected if due. Any document required to be recorded, such as a plat, deed restriction or agreement, will need to be reviewed and recorded before a Building Permit is submitted. .. ATTACHMENT 6 PUBLIC HEARING NOTICING REQUIREMENTS ~k~,/~- Three forms of notice are required by the Aspen Land Use Regulations: publication in the newspaper, posting of the property, and mailing to surrounding landowners. Following is a summary of the notice requirements, including identification of who is responsible for completing the notice. 1. Publication - Publication of notice in a paper of general circulation in the City of Aspen is to be done at least fifteen (15) days prior to the hearing. The legal notice will be written by the Community Development Department and we will place the notice in the paper within the appropriate deadline. 2. Posting - Posting of a sign in a conspicuous place on the property is to be done fifteen (15) days prior to the hearing. It is the applicant's responsibility to obtain a copy of the sign from the Community Development Department, to fill it in correctly and to bring proof to the hearing that posting took place (use attached affidavit). 3. Mailing - Mailing of notice is to be made to all owners of property within 300 feet of the subject development parcel by the applicant. It is the applicant's responsibility to obtain a copy of the notice from the Community Development Department, to mail it according to the following standards, and to bring proo f to the hearing that the mailing took place (use attached affidavit). Notice to mineral Estate Owner. An Applicant for surface Development shall notify affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application for development. The applicant shall certify that the notice has been provided to the mineral estate owners. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date o f public hearing. .. N/A AFFIDAVIT OF PUBLIC NOTICE REQUIRED BY SECTION 26.304.060 (E), ASPEN LAND USE CODE ADDRESS OF PROPERTY: , Aspen, CO SCHEDULED PUBLIC HEARING DATE: ,20 STATE OF COLORADO ) ) SS. County of Pitkin ) I, (name, please print) being or representing an Applicant to the City of Aspen, Colorado, hereby personally certify that I have complied with the public notice requirements of Section 26.304.060 (E) o f the Aspen Land Use Code in the following manner: Publication of notice: By the publication in the legal notice section of an official paper or a paper of general circulation in the City of Aspen at least fifteen (15) days prior to the public hearing. A copy of the publication is attached hereto. Posting of notice: By posting of notice, which form was obtained from the Community Development Department, which was made of suitable, waterproof materials, which was not less than twenty-two (22) inches wide and twenty-six (26) inches high, and which was composed of letters not less than one inch in height. Said notice was posted at least fifteen (15) days prior to the public hearing on the day of , 20 , to and including the date and time of the public hearing. A photograph of the posted notice (sign) is attached hereto. Mailing of notice. By the mailing of a notice obtained from the Community Development Department, which contains the information described in Section 26.304.060(E)(2) of the Aspen Land Use Code. At least fifteen (15) days prior to the public hearing, notice was hand delivered or mailed by first class postage prepaid U.S. mail to all owners of property within three hundred (300) feet of the property subject to the development application. The names and addresses of property owners shall be those on the current tax records of Pitkin County as they appeared no more than sixty (60) days prior to the date of the public hearing, A copy of the owners and governmental agencies so noticed is attached hereto. Neighborhood Outreach: Applicant attests that neighborhood outreach, summarized and attached, was conducted prior to the first public hearing as required in Section 26.304.035, Neighborhood Outreach. A copy Of the neighborhood outreach summary, inclitding the method of public notification and a copy of any docitmentation that was presented to the public is attached hereto. (continued on next page) .. 4/A Mineral Estate Owner Notice. By the certified mailing of notice, return receipt requested, to affected mineral estate owners by at least thirty (30) days prior to the date scheduled for the initial public hearing on the application of development. The names and addresses of mineral estate owners shall be those on the current tax records of Pitkin County. At a minimum, Subdivisions, SPAs or PUDs that create more than one lot. new Planned Unit Developments, and new Specially Planned Areas, are subject to this notice requirement. Rezoning or text amendment. Whenever the official zoning district map is in any way to be changed or amended incidental to or as part o f a general revision o f this Title, or whenever the text of this Title is to be amended, whether such revision be made by repeal of this Title and enactment of a new land use regulation, or otherwise, the requirement of an accurate survey map or other sufficient legal description of, and the notice to and listing of names and addresses of owners of real property in the area of the proposed change shall be waived. However, the proposed zoning map shall be available for public inspection in the planning agency during all business hours for fifteen (15) days prior to the public hearing on such amendments. Signature The foregoing "Affidavit of Notice" was acknowledged before me this day of , 20 , by WITNESS MY HAND AND OFFICIAL SEAL My commission expires: Notary Public ATTACHMENTS AS APPLICABLE: â€¢ COPY OF THE PUBLICATION â€¢ PHOTOGRAPH OF THE POSTED NOTICE (SIGN) â€¢ LIST OF THE OWNERS AND GOVERNMENTAL AGENCIES NOTICED BY MAIL â€¢ APPLICANT CERTIFICATION OF MINERAL ESTAE OWNERS NOTICE AS REQUIRED BY C.R.S. Â§24-65.5-103.3 I . a- Â· 3. 44 4Â·.g 5 9 i AUG 0 3 2015 N. C'Ty CR ASPEN IlindmanSanchez ...Â·,Â· ./1,1 -Â·.-/wl â€¢-,/-1.1 rill z . 7,Â·?f. I b .1 Â· ADMFFT luly 31,2015 Denver Office David A. Firmin, Esq. City ofAspen Direct 303.991.2028 Hillary Seminick dfirmin@hindmansanchez.com Building Department 130 S. Galena Aspen, CO 81611 Re Application tor Building Permit/Greenline exemption 80(} S. Mill St. (lilth Avenue (.undominiums) Our File No. 6754.0019 Aspen Building Department: This Certification of Ownership is being provided pursuant to the l're-Application Conference Summary dated july 13,2015 which requires, "the Street Address and legal descnption of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the state of Colorado, listing the names of all owners of the property, all mortgages, judgment, liens, easements, contacts, and agreements affecting the parcel, and demonstrating the owner's right to apply fur the Development Application. This letter is being provided in response to this requirement. Attorney: 01'he undersigned attorney, David A. Firmin, is currently licensed to practice in the State of Colorado and is iii good standing having a registration number of 29988. Street Address: The Street address of the Property is 500 S. Mill Street, Aspen, CO 81611 Legal Description: The General Common Elements, Buildings A, B, C and I), Fifth Avenue (A Condominium), according to the Condominium Map recorded January 10, 1965 in Plat Book 3, Page 59 and First Supplement recorded January 19, 1967 in Plat Book 3 at Page 122 and according to the Second Supplement to Map of Fifth Avenue Recorded December 5, 1967 in Plat Book 3 at Page 257 and as defined and described in Condominium Declaration for Fifth Avenue Recorded 1)ecember 1, 1965 in Book 217 at Page 172 and 1:irst Supplement Recorded February 7, 1967 in Book 225 at Page 379 and Second Supplement Recorded December 1, 1967 in Book 230 at Page 518. Owner: The Owner of the above described property is Fifth Avenue Condominium Association, a Colorado Non-profit Corporation as set forth in the Property Information Binder Number ABS 62006885 issued by Land Title Guarantee Company which is attached hereto. (Attachment No. 1) Mortgagees: There are currently no mortgages encumbering the Property. However, of record is a "1Â·inancing Statement" with ANB, the Securing Party, recorded july 16,2015 at Reception No. 621570, in the real property records of Pitkin County. This financing statement, however, does not encumber the Propeny, but rather the right to receive common expense assessments. Judgments: As ofluly 30, 2015, thereareno judgment liens of record. Liens: As of July 30, 2015, there are no liens of record. Hindmanbanchez n WornetÂ·. al /.aw j)(',l:~'1 i I,'Ig'litf~,i i <,l,Â·,â€žÂ·d,â€¢ bp,inio i M.maÂ·rl/, ,(dO U,utl Road 411[h ;11(1 i'r~~1,1,, l .6,i hh,Â·Â·,01*2 1 410 Tel mtÂ·B.4999 Free .,11(180') 5.'L' Fax 404 -1 t.' i)Â·"19 WWW |111861...Nilli Â·,â€¢In .. HindmanSanchez Page 2 City of Aspen July 31,2015 Easements: The following easements encumber the property. Right of Way for ditches or canals constructed by the authority of the United States as reserved in United States Patent Recorded May 2, 1949 in Book 175 at Page 177 and recorded May 2, 1949 in Book 175 at Page 208 and recorded may 20, 1949 in Book 175 at ['age 202. Lasements contained in those certain Restrictive Covenants recorded December 1,1965 in Hook 217 at Page 172 as amended in that instrument recorded February 7, 1967 in Book 225 at I)age 379 and as amended in that instrument recorded December 1,1967 in Book 230 at Page 518. These are undefined easements for uulities which utilities are required to be buried. Grant of Easement between Fifth Avenue Condominiums and Comcast as evidenced by that easement dated November 1,2009 and recorded August 24, 2010 at Reception No. 572967. Easements depicted on the Improvement and Topographical Survey Plat of 1Â·ifth Avenue Condominiums recorded at Book 105 at Page 38. (The Survey Plat is attached hereto as Attachment 2). Contracts and Agreements: As of July 30, 2015, other than a Contract for Water Service recorded on September 15, 1966 at Book 222, Page 54 providing for the delivery of water to the Project, there are no agreements or contracts affecting the land of record. However, new contracts will be entered into upon approval of the project. Evidence of Authority: '1'he Association is the association identified at Paragraph 2, (h) of the Declaration of Condominium for Fifth Avenue (a Condominium). Pursuant to the Articles of Incorporation of l ifth Avenue Condominiums and the Colorado (:ommon Interest Ownership Act codified at CRS 38-33.1-101 et. seq., specifically CRS 38-33.3-302, the Association is charged with the management, maintenance and repair of the common elements within the community, including the buildings and all surrounding land encumbered by the Declaration. As such, the owner if fully empowered to enter into and apply for the work defined in the 800 S. Mill Street application. Please feel free to contact this office with any questions you may have. Sincerely, 3 David A. Firmin, Esq. IIindmanSanchez P.C. 1~Al~daf i.ni. cÂ· Board of DirectorN, 1Â·ifth Avenue (.andi,minium Ax*iriation 06179186.IX}(.X .. \ i Land Title Guarantee Company CUSTOMER DISTRIBUTION Date. July 30, 2015 Our Order Number. ABS62006885 Property Address:800 S MILL STREET, ASPEN, CO 81611 HINDMAN SANCHEZ P.C. 5610 WARD RD #300 ARVADA, CO 80002 If you have any inquiries or require further assistance. please contact Commeicial Tille Dent. Phone 970-248-3883 .. Property Information Binder CONDITIONS ANI) S TIPLI.Al ]C)NS 1. Definition of Terms The following terms when used in this Binder mean: (a) "Land": The land described, specifically or by reference, in this Binder and Improvements aHixed thereto which by law constitute real property (b) 'Public Records" those records which impart constructive notice of matters relating to said land; (c) "Date' the effective date, (d) 'the Assured" the party or parties named as the Assured in this Binder or ill ri hopplet m~,Itcd wrlting executed hy tile Company (e) ''the Company" means Old Republic National Title Insurance Company a Mil iliesota stock (:onipally 2. Exclusions from Coverage of this Binder The company assumes rio liability including cost of defense by reason of the following. (a) Taxes or assessments which are not shown as existing liens by the records ot any taxing auttionty that levies taxes w assessments on real property or by the Public Records laxes and assessments not yet due or payable and special assessments not yet certified to the Treasurer's office. (b) Unpatented mining claims, reservations or exceptions In patents or iti Acts author zing tile issuance thereot water t:(11*Â·, claims or title to water. (c) Title to any property beyond the lines of the Land, or title to streets, roads, avenues, lanes, ways or waterways on whtch such land abuts or the right to maintain therein vaults, tunnels, ramps. or any other structure or linprovement or ally rights or easements therein unless such property rights or easements are expressly and specifically set forth in said description. (d) Mechanic's lien(sh Judgment(s) or other lien(s). (e) Defects, liens, encumbrances adverse claims or other matters. (a) created, suffered or agreed to by the Assured (b) not known to the Company. not recorded in the Public Records as of the Date, bllt known to the Absured as ot the Date, or (c) attaching or creating subsequent to the Date, 3. Prosecution of Actions (a) The Company shall have the right at Its own costs to Institute and prosecute any action or proceeding or do any other act which In its opinion may be necessary or desirable to establish or confirm the matters herein assured and the Company may take any appropriate action under the terms of this Binder whether or not it shall he liable thereunder and shall not thereby concede liability or waive any provision hereof. (b) In all cases where the Company does not institute and prosecute any action or pluceeding the Assured blird| lit?rmit the Company to use. at its option. the name of the Assured for this purpose. Whenever requested by the Company the Assurers shall g ve the Company all reasonable aid in prosecuting such action or procooding, anti tile Company slirill ret, liburse the Assured for any expense so incurred, 4. Notice of Loss - Limitation of Action A statement iii writing ot any loss or damage tor which it is claimed the Company Is liable under this Binder shall he furnished to the Company wittin sixty days after such loss or damage shall have been deterrnined, and no nght 01 action shall acclue to the Assured under this Binder until thirty days atter such statement shall have beeti turnisher! and no recovery shall be had by the Assured under this Binder unless action shall be commenced thereon witt two year: Altef expirabon of the thirty day period. Failure to furnish tile statement of loss or damage or to commence the action wittilri me time herinbefore specified. shall be conducive bar against maintenance by the Assured of any action under thiÂ·, Binder 5. Option to Pay, Settle or Compromise Claims The Company shall have the option to pay, settle or compromise for or In the name of the Assured any claim whic:h t:mi|(1 result in loss to the Assured within the coverage of this Binder, or to pay the full amount of this Binder. Sulll pdyment or tender of payment of the full amount of the Binder sshall terminate all liability of the Company hereunder Copyright 2006Â·2013 American Land :.Itte Assoclation All flghts rosen,ed. Theuse o f thts form Isrestricted to ALIA Ilcenves artd ALIA merntler.Â·, ingoi,d standing as of me date oluse. All other uses are pronihited. Reprinted under license frum the Afliertedn I anct Titfu Abbnclattlin. .. 6. Limitation of Liability - Payment of Loss (a) The liability ot the Company under this Binder shall be limited to the amount of actual loss bustr.ilned by the As surprl because of reliance upon the assurances herein set forth. but in rio event snall the liability exceed the amount of the lialjilily stated on the face page hereof. (b) The Company will pay all costs imposed upon the Assured In litigation carried on by the Company for the Assured. ana all costs and attorneys' fees in litigation carried on by the Assured with the wotter) auttionzation ot the Company. (c) No claim for loss or damages shall arise or be maintainable under th s Binder (1) it the Company after having receivod notice of any alleged defect, lien or encumbrance not shown as an Exception or exduded heran removes such (1(*.Â·ct, lien or encumbrance within a reasonable time after receipt of such notice, or (2) toi Ilabmty volimtarlly asst Imed by the Assured In settling any claim or suit without written consent of the Compely. (d) All payments under this Binder, except for attorney's fees as provided tor In paragraph 6(D) thereof, slwill terllictÂ· th* amount of the liability hereunder pro tanto, and no payment shall be made wittiout producing this Binder (ji ar i acceptable copy thereof tor endorsement of the payment unless the Binder be lost or destroyed, iii which case proof of the loss ci destruction shall be furnished to the satisfaction of the Company, Ce) When liability has been definitely fixed in accordance with the conditions of this Binder the loss or damage shall be payable within thirty days thereafter 7. Subrogation Upon Payment or Settlement Whenever the Company shall have settled a claim unde, this Binder, all right of subrogation shall vest in the Company unaffected by any act of the Assured, and it shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property In respect to the claim had this Binder not been Issued. If the payment does not cover the loss of the Assured the Company shall be subrogated to the rights and remedies In the proportion which the payment bears to the amount of said loss. The Assured it requested by the Company, shall transfo to the Company all rights and remedies against any person or property necessary in order to perfect ttle right 01 subrogation, and shall permit the Company to use the name of the Assured In any transaction or litigation ilvolving the rights of remedies 8. Binder Entire Contract Any action or actions or rights of action thal tile Assured may have or inay bring against the Company drising out 01 the subject matter hereof must be based on the provisions 01 this Binder, No provision or condition of this Binder can be waived or changed except by a writing endorsed or attached hereto signed by the President. a Vice Presidont. the Serretary. an Assistant Secretary or other validating officer of the Company. 9. Notices. Where Sent All notices required to be given the Company and any statement in writing reqi.Med to be Ilirritshed the Company shall De addressed to it at 400 Second Avenue South, Minneapolis, Minnesota 55401. (612) 3/1-1.111. 10. Arbitration Unless prohibited by applicable law, either the Company or the instired may denicind arbitration pursuant to the litle Insurdrice Arbitration Rules of the American Arbitiation Association. ANTI-FRAUD STATEMENT: Pursuant to CRS 10-1-128(6)(a), it Is unlawful to knowingly provide false, Incomplete or misleading facts of ink)rrnation to an insurance company for the purpose of defrau(ling or attempting to defraud the company. Penalties may include imprisonment, finess denial of insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete. or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado division of Insurance within the department of regulatory agencies. This anti-fraud statement is affixed and made a part of this policy. Issued through the Office of OLD REPUBLIC NATIONAt TITLE INSURANCE COMPAN, 1 AND TITLE GUARANTEE COMPANY a Stock Compaily 3033 E 1ST AVE 4600 400 Second Avellile Scillth DENVER CO 80206 Minneapolib Minnesota 55401 303-850-4165 612) 371 1111 /UT 1 7'1.Â£.~, '' bATT/- D / ' ~*o- 6/RE324<u &9 * &+ 1 . Mark Bilbrey, President 0 1. *72= John E. Freyer, President -3* r 0 IL *mi - i- . :C * 'h * * 54 3 ',, 0 70 . Atr3â€¢~~ Rande Yeager Secretary ciiI,(over.odt ,Â¢,4.... fLT' .. Land Title Guarantee Company Representing Old Republic National Title Insurance Company PROPERTY INFORMATION BINDER Order Number: ABS 62006885 Policy Number: PI862006885.1093779 Liability: $50.000.00 Fee: $500.00 Subject to the exclusions from coverage, the limits of liability and other provisions of the Conditions and Stipulations hereto annexed and made a part of this Binder, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY a Corporation, herein called the Company, GUARANTEES HINDMAN SANCHEZ RC. Herein called the Assured, against loss, not exceeding the liability amount stated above, which the assured shall sustain by reason of any incorrectness in the assurance which the Company hereby gives that, according to the public records as of July 24, 2015 at 5:00 RM. 1. Title to said estate or interest at the date hereof is vested in: FIFTH AVENUE CONDOMINIUM ASSOCIATION. A COLORADO NON-PROFIT CORPORATION ON BEHALF OF THE INDIVIDUAL VESTED OWNERS OF EACH CONDOMINIUM UNIT, BUILDINGS A. B. C AND D, FIFTH AVENUE (A CONDOMINIUM) ACCORDING TO THE CONDOMINIUM MAP RECORDED JANUARY 10, 1965 IN PLAT BOOK 3 AT PAGE 59 AND FIRST SUPPLEMENT RECORDED JANUARY 19, 1967 IN PLAT BOOK 3 AT PAGE 122 AND ACCORDING TO THE SECOND SUPPLEMENT TO MAP OF FIFTH AVENUE RECORDED DECEMBER 5, 1967 IN IN PLAT BOOK 3 AT PAGE 257 AND AS DEFINED AND DESCRIBED IN CONDOMINIUM DECLARATION FOR FIFTH AVENUE RECORDED DECEMBER 1, 1965 IN BOOK 217 AT PAGE 172 AND FIRST SUPPLEMENT RECORDED FEBRUARY 7, 1967 IN BOOK 225 AT PAGE 379 AND SECOND SUPPLEMENT RECORDED DECEMBER 1, 1967 IN BOOK 230 AT PAGE 518. COUNTY OF PITKIN, STATE OF COLORADO, 2. The estate or interest in the land hereinafter described or referred to covered by this Binder is: A FEE SIMPLE 3. The land referred to in this Binder is situated in the State of Colorado, County of Pitkin, described as follows: THE GENERAL COMMON ELEMENTS, BUILDINGS A, B. C AND D, FIFTH AVENUE (A CONDOMINIUM), ACCORDING TO THE CONDOMINIUM MAP RECORDED JANUARY 10, 1965 IN PLAT BOOK 3 AT PAGE 59 AND FIRST SUPPLEMENT RECORDED JANUARY 19, 1967 IN PLAT BOOK 3 AT PAGE 122 AND ACCORDING TO THE SECOND SUPPLEMENT TO MAP OF FIFTH AVENUE RECORDED DECEMBER 5, 1967 IN IN PLAT BOOK 3 AT PAGE 257 AND AS DEFINED AND DESCRIBED IN CONDOMINIUM DECLARATION FOR FIFTH AVENUE .. Land Title Guarantee Company Representing Old Republic National Title Insurance Company PROPERTY INFORMATION BINDER Order Number: ABS 62006885 Policy Number: PIB62006885.10937 /9 RECORDED DECEMBER 1, 1965 IN BOOK 217 AT PAGE 172 AND FIRST SUPPLEMENT RECORDED FEBRUARY 7 1967 IN BOOK 225 AT PAGE 379 AND SECOND SUPPL.EMENT RECORDED DECEMBER 1, 1967 IN BOOK 230 AT PAGE 518 COUNTY OF PITKIN, STATE OF COLORADO. 4. The following documents affect the land: 1) RIGHT OF PROPRIETOR OF AVEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MAY 02, 1949, IN BOOK 175 AT PAGE 177, RECORDED MAY 2, 1949 IN BOOK 175 AT PAGE 208, AND RECORDED AUGUST 26, 1949 IN BOOK 175 AT PAGE 229 2) RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED IN MAY 2, 1949 BOOK 175 AT PAGE 177 AND RECORDED MAY 2, 1949 IN BOOK 175 AT PAGE 208 AND RECORDED MAY 20 1949 IN BOOK 175 AT PAGE 202. 3) RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, AS CONTAINED IN INSTRUMENT RECORDED APRIL 13, 1964, IN BOOK 206 AT PAGE 436 ANDASAMENDED IN INSTRUMENT RECORDED JANUARY 29, 1965, IN BOOK 211 AT PAGE 344. 4) RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER CLAUSE, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAR FAMILIAL STATUS OR NATIONALORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENJANI (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS, AS CONTAINED IN INSTRUMENT RECORDED DECEMBER 01, 1965 IN BOOK 217 AT PAGE 122 AND AS AMENDED IN INSTRUMENT RECORDED FEBRUARY 07 1967 IN BOOK 225 AT PAGE 379 AND AS AMENDED IN INSTRUMENT RECORDED DECEMBER 01 1967, IN BOOK 230 AT PAGE 518 5) TERMS, CONDITIONS AND PROVISIONS OF CONTRACT FOR WATER SERVICE RECORDED SEPTEMBER 15, 1966 IN BOOK 222 AT PAGE 5â‚¬ 6) EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SET FORTH ON THE CONDOMINIUM MAP RECORDED JANUARY 10, 1965 IN PLAT BOOK 3 AT PAGE 59 AND FIRST SUPPLEMENT TO CONDOMINIUM MAP RECORDED FEBRUARY 8. 1967 IN PLAT BOOK 3 AT PAGE 122 AND SECOND SUPPLEMENT TO CONDOMINIUM MAP RECORDED DECEMBER 5 1967 IN PLAT BOOK 3 AT PAGE 257 7) TERMS, CONDITIONSAND PROVISIONS OF EASEMENT RFCORDED AUGUST 24, 7010 AT RECEPTION NO. 572967. 8) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON .. Land Title Guarantee Company Representing Old Republic National Title Insurance Company PROPERTY INFORMATION BINDER Order Number: ABS 62006885 Policy Number: PIB62006885.10937/9 THE PLAT OF IMPROVEMENT & TOPGRAPHICAL SURVEY RECORDED DECEMBER 06, 7013 UNDER RECEPTION NO. 606454. 9) FINANCING STATEMENT WITH ANB BANK, THE SECURED PARTY, RECORDED JULY 16 2015 UNDER RECEPTION NO. 621570. 10) DISBURSER'S NOTICE WAS RECORDED JULY 13, 2015, UNDER RECEPTION NO. 621461. 11) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN GRANT OF EASEMENT RECORDED APRIL 25, 2014 UNDER RECEPTION NO. 609768. 12) TERMS. CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN ZONING REVIEW RECORDED MARCH 19, 2015 UNDER RECEPTION NO. 618295. NOTE THIS BINDER DOES NOT REFLECT THE STATUS OF TITLE TO WATER RIGHTS OR REPRESENTATION OF SAID RIGHTS. RECORDED OR NOT. NOTE THIS BINDER IS NOTA REPORT OR REPRESENTATION AS TO MINERAL INTERESTS. AND SHOULD NOT BE USED, OR RELIED UPON, IN CONNECTION WITH THE NOTICE REQUIREMEN f S THAT ARE SET FORTH IN CRS 24-65.5-103. NOTE ADDITIONAL UPDATES TO THE EFFECTIVE DATE OF THE BINDER MAY BE REQUESTED BY THE PROPOSED INSURED. ONE UPDATE IS INCLUDED WITH THIS BINDER AT NO ADDITIONAL COST. ANY ADDITIONAL UPDATES WILL BE ISSUED AT THE COST OF $125 PER UPDATE I-OR EACH UPDATE PROVIDED, A REVISED BINDER WILL BE ISSUED SHOWING A NEW EFFEC [IVE DATE AND ANY MATTERS RECORDED SINCE THE EFFECTIVE DATE OF [HE PREVIOUS BINDER ... Dee A 3 Va <L C OND OMINIU M MAP OF FIFTH AVENUE 3 F. 1 9 r t 1 ..4 0 1 1 OWNER'* CERTIFICATE 1 . -U. ..... ..9 -/2-/0./.0..4-2.&82.-I , ..... 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'1~ - 487 V . - .- 1 I - Wuk'. 3 I L. -, 1 ~ **iÂ»~ ~L...:.Â·.C/FPM'*~4 *y .RA k _ . - ....... ....". -6 *---4 +2â„¢ 2%â‚¬9&20.-4 ...+ 2 0.2 ....1 3Â»4.-Do/O.Â·10.1.0.. ONI 'ONIÂ¥3Â»NIONI A OD HOIH Â»A#AVI.Â¥1/mi .. CITY OF ASPEN PRE-APPLICATION CONFERENCE SUMMARY <LANNER: Hillary Seminick, 970.429.2741 DATE: July 13, 2015 ROJECT: 800 S Mill St AKA Fifth Avenue Condos REPRESENTATIVE: Randy Henrie, Z-Group Architects REQUEST: 8040 Greenline Exemption DESCRIPTION: Fifth Avenue Condominiums is a set of four building located on one parcel of land located in the Lodge (L) zone district. The property was developed in the late-60s to early-70s. The buildings may exceed maximum allowable height within the Lodge (L) zone district and exceeds the allowable floor area. The prospective Applicant has indicated they need to update a retaining wall. The existing railroad ties are no longer functioning and a new retaining wall system is needed. The existing walls, as well as a portion of the proposed upgrades, are located within the setback. The Land Use Code includes a provision that the Community Development Director can administratively approve changes to a building that exceed the underlying dimensional requirements "to accommodate improvements required to achieve compliance with building, fire, or accessibility codes in or on existing buildings when no other practical solution exists." (See Land Use Code Section 26.575.020.L) This is an administrative approval. The Chief Building Official has indicated that the proposed walls meet this threshold due to the existing conditions on the site and the elevation of the ground floor, though verification will be required as part of the land use review process. The property is located within 150 feet of the 8040 elevation line, and is therefore subject to an 8040 Greenline review. Based on the project scope presented by the applicant, the project qualifies for the 8040 Greenline Exemption process, which is administrative. In order to qualify for the exemption process, the project can result in no more than a 10% increase in floor area AND no more than a 25% increase in exempt space, cannot be affected by any geologic hazards, and cannot result in increased erosion and sedimentation. In addition, a tree-removal permit from the Parks Department for any trees proposed to be removed is not required. No floor area increases or changes are proposed as part of this ~pplication, and the applicant has indicated they will receive the necessary tree-removal permits from Parks. Parks and Engineering will be a referral on the application. Below are links to the Land Use Application form and Land Use Code for your convenience: Land Use App: http://www.aspenpitkin.com/Portals/0/docs/City/Comdev/AppsÂ°/020and%20Fees/2013%20landÂ°/020use%20a pp%20form.pdf Land Use Code: http://www.aspenpitki n. com/Departments/Com munity-Development/Planning-and-Zoning/Title-26-Land-Use- Code/ Applicable Land Use Code Section(s) Land Use Code Section(s) 26.304 Common Development Review Procedures 26.435.030.B 8040 Greenline Review Exemption 26.575.020.E.5 Calculations and Measurements - Measuring Setbacks, allowed projections into setbacks 26.575.020.K Exceptions for Building Code Compliance 26.710.190 Lodge (L) zone district Review bv: ASLU 8040 Greenline Exemption 800 S Mill St (Fifth Avenue Condos) 1 .. Staff for complete application Staff for recommendation Referrals: Engineering, Parks Community Development Director for approval Public Hearing: NA Neighborhood Outreach: No Planning Fees: $1,300 for 4 hours of staff time. Referral Fees: Engineering (per hour, billed with planning case) - $275 Parks (flat fee) - $650 Total Deposit: $2,225 (additional planning hours over deposit amount are billed at a rate of $325/hour; additional engineering hours over deposit are billed at a rate of $275/hour) To apply, submit the following information (applv to both options unless otherwise noted): g Completed Land Use Application and signed fee agreement. * Pre-application Conference Summary (this document). * Street address and legal description of the parcel on which development is proposed to occur, consisting of a current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and demonstrating the owner's right to apply for the Development Application. k Applicant's name, address and telephone number in a letter signed by the applicant that states the name, address and telephone number of the representative authorized to act on behalf of the applicant. 0% HOA Compliance form (Attached) * A written description of the proposal and an explanation in written, graphic, or model form of how the proposed development complies with the review standards relevant to the development application and relevant land use approvals associated with the property. Building elevations, plans and renderings are required. X A site improvement survey (no older than a year from submittal) including topography and vegetation showing the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado. '* Written responses to applicable review criteria. 1@ An 8 1/2" by 11" vicinity map locating the parcel within the City of Aspen. 011 PfzAu)1 #16, FF o JEcT INe> sâ€¢lewr N 1 Complete Hard Copy. ~f the copy is deemed complete by staff, the following items will then need to be submitted: 2 .. m ONE Additional, Complete Hard Copies. ~ El Total deposit for review of the application. [3 A digital copy of the application provided in pdf file format. Disclaimer: The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary does not create a legal or vested right. 3 .. THE CITY OF AspEN Land Use Application Determination of Completeness Date: August 7, 2015 Dear City of Aspen Land Use Review Applicant, We have received your land use application for a 8040 Greenline Review Exemption and reviewed it for completeness. J Your Land Use Application is incomplete: Please submit the following missing submission items so that we may begin reviewing your application. No review hearings will be scheduled until all of the submission contents listed above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing the land use application. ~~ Your Land Use Application is complete: I f there are not missing items listed above, then your application has been deemed complete. Please submit the following to begin the land use review process. â€¢ Fee deposit of $2225 â€¢ Digital copy of application materials â€¢ 11x17 copy ofplans Other submission items may be requested throughout the review process as deemed necessary by the Community Development Department. Please contact me at 429-2741 if you have any questions. Thank Your. A 1/ /< 1 VillaQi@ilin*, Planner Technician City of A,Community Development Department For Office Use Only: Qualifying Applications: Mineral Rights Notice Required New PD_ALAr Yes No - Subdivision, or PD (creating more than 1 additional lot) UA GMQS Allotments Residential N A Affordable Housing W A Yes Commercial /U 4 E.P.V. W A- Lodging NA .. Ml Z-GROUP ARCHITECTS, P.C. 234 East Hopkins Avenue Aspen, Colorado 81611 Telephone 970-925-1832 FAX 970-925-1371 arcnitects Transmitting to: 41 11-f oF -4Lfe Al ) COMMUbl 11-r OILp. Dpr- Attention: #-11LLAFf SeM[Al! CIL Fax Number: 14/A From: WAUDÂ¥ #*EkIFIE 970 - 355 - 9778 Z-Group Architects, P.C. Date: 080/*'39~5 Number of Pages, including this one: IdA Project: F'Mt-1 AVE-kto;L <LadD o,-fidig,15 1 914458 2- 2 WerÂ®MIUG Description: LAUD USE AFFL--1 cAlle*1 LJ41112*B,1112- Drawings *) Letter C ) Other N Remarks: . 3 - 121,16. BulpeiL, AFFU 6-Arta N FAdET-- 1 cory . 24 4 86 1 F'-145 E 2- 1 1.-AdD uSE Arru c~Â·000 424 co idgs 1 4% 61-#el-S- 1 (Â°pt . 211 '34 3 BErt-41611616 wALL- 12â‚¬'FAITz-, LA,11 06% A FrL-164-tÂ¥*1 2Â¥4 o (616% 10 SHE21-5.- IclÂ¥ s:ECEIVE[ AUG f h 'r . CO y OF ASPEN COMN' vm, Ix , not,RE Copies To: FILE . Z-GROUP ARCHITECTS, P.C. - 411 East Main Street #205 Aspen, Colorado 81611 Telephone 970-925-1832 FAX 970-925-1371 arcnitects Project: Fifth Avenue Condominiums, Phase 2 & Retaining Wall, LUA Project # : 1203 To: City of Aspen, Community Development Department 130 South Galena Street Date: 08/10/2015 Aspen CO 81611 Attention: Hillary Seminick By: Randy Henrie 1 ri [-4 vidy g 2 7 ral''F q roh' t. 2 t.jllt . a.+i We transmit the following: X Drawings Shop Drawing Prints X Computer Disks Specifications Shop Drawing Reproducibles Change Order For your: X Use Information X Approval Copies Date Description 1 Check, Deposit 1 08/10/15 Land Use Application, Disk with PDFs 1 07-29-15 11 x 17 Drawings, 48 Sheets, Phase 2 1 08-10-15 11 x17 Drawings, 13 Sheets, Retaining Wall (3 added Civil Sheets) 1 08-10-15 24 x 36 Drawings, 3 Sheets, Additional Civil for Retaining Wall Remarks: 'Â©CEN}r'- 44.- ~ P AUG 1 O 2015 CITY OF ASPEN COÂ¥MUNITY 29 , , Foug#A c,!Â·. E.L.VI 1Â¥;Lf. lili