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Home My WebLink AboutFile Documents.311 Park Ave.0319.2017 (7).ARBK FORUM Aspen: 715 West Main Street,#204 Aspen,Colorado 81611 Basalt: idland Ave, 0, �\ 104B salt,CO 816#202 - forumphi.com ��- AV pf:66.770.5585 1 �-fit\� \. i\c�� — \ 311 PARK AVE. , _1 --__-_ `_ __ �`_irOirlialligialiall =® Aspen CO 81611 I\ � .1__--- 1 �i ill-- \lid`— Y `` 1 I . ..I � �—j '— _-' � �� ' _-�{ 273-718 100 049 Ili.... Wij... L amompar 1 I I L• lII I i m II II II - ._- _I I 'I_ ,DATE OF PUBLICATION 10/25/17 I 1 — �� i maiPROJECT NO: 1709 II , II,•I. DRAWN BY: BD/JMIRJUIS III 11111111 1 _ -_1111111111.1111 IIIII��I� I COPYRIGHT FORUM PHI LLC IIIIII ■ 1 \ DRAWING ISSUANCE INDEX 1. `■ Milli I III II 1111111111111111111 II ID NAME ISSUED DATE _ 11`�, I. •• _I. I IIIIII—il � 01 SD 5I1N17,210 AM - 02 STREAM MARGIN REVIEW BR/1J,2:10 PM I 11__ I �_-1 _ __ l. 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III„t�,�1►��1�s1 ��!�r� •0•114.4 II11il��,. 1j�l f�tl 1 e�� '!'I 010,0.40.1.,� 41—* �j11 j 11,: 17 I m 111�1131111'1!� Z�% .004 il/ 3 1 1 PARK AVENUE - PP OVE Aspen CO 81611RDS A BUILDING PERMIT & CONSTRUCTION DOCUMENTS BUILDING PERMIT NUMBER COVER CODE EDITIONS:2015 IRC,2015 IMC,2015 IECC,2015 IPC,2015 IFGC,2015 NEC,CITY OF ASPEN MUNICIPAL CODE TITLE 8 THE SCOPE OF WORK INCLUDES AN INTERIOR REMODEL TO AN EXISTING STRUCTURE WITH MINOR IMPROVEMENTS TO THE EXTERIOR.THE FRONT /1 DOOR IS BEING RELOCATED CLOSER TO PARK AVENUE,TO CONFORM WITH THE NEW RESIDENTIAL DESIGN STANDARDS.A NEW STAIRCASE WILL BE /V'V CONSTRUCTED IN THE EXISTING LIGHT WELL ON THE STREET FACING FACADE AND ALL EXTERIOR RAILINGS WILL BE REPLACED. SLIDING GLASS DOORS WILL REPLACE AREAS OF EXISTING FENESTRATION FACING THE ROARING FORK RIVER. SKYLIGHTS WILL BE ADDED TO THE EXISTING ROOF STRUCTURE AND PORTIONS OF THE MAIN AND UPPER LEVEL FLOOR WILL BE REPLACED WITH A GLASS FLOOR SYSTEM. (---. IMPROVEMENT SURVEY PLAT WITH PARTIAL TOPO 311 PARK AVENUE CITY OF ASPEN PORTIONS OF LOTS 12,22 AND 23 OF THE RIVERSIDE ADDITION TO THE CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN STATE OF COLORADO N 0 R T H 0 5 10 20 1" = 10' BASIS OF BEARING= A BEARING OF S 14°54'00' W BETWEEN A FOUND YELLOW PLASTIC CAP LS 20151 ON A NO 5 REBAR AT THE N.E PROP, CORNER AND A RED II I PLASTIC CAP LS 3317 ON A NO 5 REBAR AT THE �.,y ; SE PROP CORNER AND SHOWN HEREON, N ;'�, LEGAL DESCRIPTION `\ I I , I l `\ THE SOUTH 10 FEET OF LOT 12 AND THE SOUTH 10 FEET OF THE NORTH 15 S 7 ; ^ j i i 5 06•.„ \� FEET OF LOT 12 AND THE NORTH 30 FEET OF LOTS 22 AND 23,BLOCK 1,RIVERSIDE V 1 S -9pt0p, ADDITION TO THE CITY AND TOWNSITE OF ASPEN I _' \ail `\ `.P N-S, •• NOTE: J e' ' ' / rty S O3 MORT ��'Op EASEMENT IN BOOK 299 AT PAGE 208 PARAGRAPH"A"HAS BEEN i "-y, fir,, �! D , H 5• TEMINATED O G ' pF L ylo.I __.744 �. W WALK ,B° "ARE➢O FOR R I 1 °' ' it i N•-'" 4p4' _ �3 . a i,/ I 1 •6 o_1; 1'N SEE FISHERMANS EASEMENT ' 0`•00}G, _ ----- i ,rwEE. WITH RPC s REeAR Legend and Notes: RECORDED JUNE 8TH IN N6>° BOOK 744 AT PAGE 437 F� N❑TES ALL❑VERHANGS 1.0'••'- ll#RIX. *6 p0 e'' t' / UNLESS NOTED❑THERWISE / . o rp '4 c, ,�►;� - v /o • INDICATES FOUND MONUMENT, REBAR AND CAP AS DESCRIBED w /T_ " "// 25 MULTI STORY I,I' i� A� '', ;,,/, i I i ;Y FRAME HOUSE b 60• ! It HOUSE FOOTPRINT , ' e >' ;'!�I , , / -- OUTSIDE OF STONE AND BRICK LEDGE ! ^�y l', ; 4 (' RE ',WED 144'Z - [cya PEAK ELEV-]918.16' 4 ' ^ AY 4 FINISHBOOR=]896.92'� / 25 12,29/2017 �• IS47 NORTp 4i 0; ROOF ❑VERHANG ' 'p 4� o •ti OF 30• i 'o. n, LOT 22 �� NORT ASPEN ' 'il,, 3263.E Sq.Ft. 2�, 4 ' OF LO 23 - - HISTORIC LOT LINES BUILDI GDEPARTMENT ., el " 311 PARK AVE, /cR j t ET w/ �\ ' ;' NG 4 Z old . 'a9 ,[V Notes NON-EXCLUSIVE EASEMENT I ��• T`,: 2 .4' p , w¢k' Cr SEE EASEMENT AGREEMENT .O0 C�' RECORDED DECEMBER 9,1994 •�'� r (U 1 3 CO $ AS RECEPTION NO,504927 �� Y�, R. 4 ' o VT DR/ RETE if 0-, •. b�� 0•/ E _ INFORMATION FURNISHED BY PITKIN COUNTY TITLE,INC.,ORDER NO.PCT24922W2 ,; ,,,,,, • �� A 1 Cr DATED DECEMBER 23,2016 WAS USED IN THE PREPARATION OF THIS SURVEY. 4 LOT 22 ' - UNLESS OTHERWISE SPECIFIED,ALL UTILITY EASEMENTS,AS WELL AS ALL PUBLIC AND PRIVATE FLOOD PLAIN TAKEN FROM JOB No.911028 , ' Prnp- Trite.. M❑UNTAIN ENGINEERING INC❑RP❑RATED / rRCE �'�+ \ RIGHTS OF WAY ARE DEDICATED TO THE PERPETUAL USE OF ALL UTILITY COMPANIES FOR THE GLENW❑❑D SPRINGS,COLORADO , LOT P4Rko,-- roT�ND 5 ROAR PURPOSE OF INSTALLING,CONSTRUCTING,REPLACING,REPAIRING AND MAINTAINING (303)945-2045 F.E.M.A.PANEL No.08097CO204C. J `'3 UNDERGROUND UTILITIES AND DRAINAGE FACILITIES,INCLUDING BUT NOT LIMITED TO WATER, ELECTRIC,GAS,TELEPHONE AND TELEVISION LINES,TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH INSTALLATION,CONSTRUCTION,REPLACEMENT,REPAIR AND MAINTENANCE AS WELL AS THE RIGHT TO TRIM INTERFERING TREES AND BRUSH. IN NO EVENT SHALL THE UTILITY COMPANIES EXERCISE THE RIGHTS HEREIN GRANTED AS SO TO INTERFERE WITH THE USE OF THE RIGHT OF WAY FOR ROADWAY PURPOSES EXCEPT TO THE EXTENT REASONABLY NECESSARY TO ENJOY THE GRANT HEREBY MADE. 2n,,S ON A9 s.P PP OVE A � SURVEYOR'S CERTIFICATE RDS I,STEVEN A.YELTON,HEREBY CERTIFY TO WESTCORE TITLE INSURANCE COMPANY,311 PARK AVENUE,LLC,A COLORADO LIMITED LIABILITY COMPANY AND PITKIN COUNTY TITLE, INC.,THAT THIS MAP ACCURATELY DEPICTS AN IMPROVEMENT SURVEY PLAT WITH A PARTIAL TOPO PERFORMED UNDER MY SUPERVISION ON DECEMBER 30 2016 OF THE ABOVE DESCRIBED PARCEL OF LAND. THE LOCATION AND DIMENSIONS OF ALL IMPROVEMENTS,EASEMENTS,RIGHTS-OF-WAY IN EVIDENCE OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THESE PREMISES ARE ACCURATELY SHOWN. THIS IMPROVEMENT SURVEY PLAT WAS ACCEPTED FOR FILING �c§pDOuKC/'4D IN THE CFFT(•F OF THF Cl FRK AND RFCOROFR OF THF COUNTY OF G�f�a'4 Hc''�9�,.0 PITKIN,STATE OF COLORADO,AT_O'CLOCK,—M.THIS DAY OF ti O,,r IN PLAT BOOK AT PAGE AS RECEPTION NUMBER 1I01 33645210. STEVEN A.YELTON PLS.#33645 CLERK&RECORDER DATE:6-06-2017 /:,- g .....) NOTICE:According to Colorado law you must commence any legal action based Upon HIRED GUN SURVEYING DATE SURVEYED: 11/4/04 any defect in this survey within three years after you first discover such defect. DATA FILE NAME:0312201 In no event may any action based upon any defect in this survey be commenced more P.O. BOX 1336 DATE DRAFTED: 11/05/04 DRAWN BY:TY&SY than ten years from the date of the certification shown hereon. REVISED: BASALT, COLORADO 81621 6/06/2017 (970)964-6105 PROJECT GENERAL NOTES LEGEND ABBREVIATIONS BUILDING MATERIAL LEGEND SHEET INDEX PROJECT DIRECTORY GENERAL NOTES ® STREAM MARGIN REVIEW ARCHITECT GRAPHIC SCALE ACT Acoustical Ceiling Tie ADJ Adju.ble AIRSPACE SURVEY Staty Wilson 1. All woh and materials furnished shell comply with me current local building code and all requirements of Federal,State,and Municipal authorities having jurisdiction over the work at the time AFF Above Finish Floor Forum PM N 715 West Main St,4204 of permit issuance. AHU Air-Handling Unit 2. Before ordering any materials or doing any work,each Vale shall verify all measurements al the building and shall be responsible for correctness of the same.No extra charge orel G-000 GENERAL NOTES Pspen,CO 01611 compensation will be Mowed on account of difference between actual dimensions and the measurements indica.d on the drawings:any discrepancies between the drawings anti field NORTH ARROW ALUM Aluminum ® (8]O)2]831pB conditions which may be found shall be submitted to the ar.itectural designer for consideration and clarification before proceeding with the work.The connecter shell be responsible for any BLDG Building CARPET q-001 PROPOSED SITE PLAN smison�foremphi.com FORUM deviations from the contract documents. BLK(G) Blocking) 3, All the archXat.designer's drawings anti consWclion notes are complimentary and what is called for by either will be binding as if calf for byall:any WAIL shown or referred to on any BM Beam A-002 EXISTING GROSS AREA PLAN CONTRACTOR a drawing shall be provided as shown on all drawings. g CENTERLINE BSBD Baseboard PHI 4. The wom to be performed consists of furnishing all labor,equipment,tools,Vanspodation,supplies,fees,materials,and services in accordance with these notes and drawings:and Includes 8TwCARPET PADDING TBD performing all operations necessary to censWctantl install complete.In satisfactory condition.the various materiels end equipment at the locations shown. COO Between A-003 PROPOSED GROSS AREA PLAN 5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. CAB Cabinet 6. The standard specifications of the manufacturer for products.11.for In risings and notes are hereby made part of these notes with the same force and elfecl as though herein written out INTERIOR DOOR TAG CIP Celt-in-Place A-004 SITE COVERAGE . in NIL. CJ Control Joint CEILING FINISH 7. All materials required for the performance of this work shall be new and of the best quality of the kinds specified.The use of old or second-hand materials is strictly forbidden,except for CL Center Line A-101X EXISTING LOWER LEVEL at refer to removal and relocation of materials or equipment Materials shall be used in accordance with the manufacturer's specifications.The contractor shall CMU Concrete Masonry Unit submit all on warranties and complete all product installations in accordance with warranties. CLG Ceiling A-102% EXISTING MAIN LEVEL INTERIOR DESIGNER Aspen: 8. The premises and job site shall be maintained in a resaonably neat and orderly condition and kept free from accumulation of waste materials and rubbish during the entire construction EXTERIOR FENESTRATION TAG CLR Clearance �vA� period The contractor shall remove all crates,cartons and other trash from the work areas each day anti shall be responsible for Its proper disposal.The premises shall be protected r/ COMPACTED FILL 715 West Main Street,#204 throughout construction and shell be fumed over in spotless and orderly condition.All Enures and equipment will be left in untlamagad,bright,Mean,and polished condition. CLO Closet J A-103X EXISTING UPPER LEVEL Aspen,Colorado 81611 9. All work shall be subject to final inspection by the architectural designer. COL Column 10. All plumbing and electrical work shall be performed by persons licensed in their trades. ROOM NAME CONC Concrete A-104X EXISTING ROOF PLAN 11. The contractor will abide by all the rules and regulations set forth b1 the building a legal managing agent,noting particularly any restrictions on noise,use of Public entries,use of Power ROOM TAG tools,timely and proper debris removal,materials,storage,anti established working hours. CANST Construction ° CONCRETE WALL Basalt: 12. The contractor shall be responsible for din don mitt throughout the building which shall meet there of all Iiceble codes and ordinances,including the CANT Continuous A-201X ELEVATIONS pgnai providing gas berespyatemt g gwrequired for on g104 Midland Ave,#202 efficient building ordinancesectiontl.S.which require shallberawing or asale plesubmssionreparing all drawings commence until ons required for this raenrevigatio^system. CPT Carnet A-202% ELEVATIONS OWNERS REP 13. No portion of the conslmction operations whicM1 require a shop drawing or a sample submission shall commence until the submission has been reviewed and approved by the contractor then BREAK LINE DTL Diem Basalt,CO 81612 reviewed and approved for design Intent only by the ar.itecturel designer.All such censimction operations shall be in accordance with reviewed shop drawings and samples. DIA Diameter DRAINAGE MAT 14. Shop drawings are required for all shop fabricated coo..This work Includes,but is not limited to,exterior and interior finish materials,structural and decorative steel,anti built-in cabinetry. A-203X ELEVATIONS DIM Dimension 15. Product subrei.ls are required for all individually specified products,including but not limited to.doors.windows.electrical fixtures.plumbing,appliances,and hardware. forumphi.com 18. The contractor is responsible for providing all access Panels as required by governing cerise to all voles,attics,etc._The contractor must verify the type required with the arohitect prior to ALIGN DN D°^'^ A-204X ELEVATIONS Installation of said panels.The contractes must weather strip all access panels as required by building cotle, V V ALIGN NOTE DR Door p:970.279.4157 17. All dimensions shell take precedence amt.scale of the drawings. DWG Drawing DRAINAGE RETENTION SYSTEM A-101 PROPOSED LOWER LEVEL f:866.770.5585 18. Coordinate roof-penetration flashing installation with roofing and Installation of items penetrating roof.all penetrations to be ganged to fewest number and located to least visible location. lYl I EA Each EJ Expansion Joint A-102 I PROPOSED MAIN LEVEL CONSULTANTS GENERAL DEMOLITION NOTES j EXISTING GRID MARKER EL Elevation ELEV Elevator FIRE RETARDANT A-103 PROPOSED UPPER LEVEL STRUCTURAL ENGINEER ENC Enclosure Evolve Structural Design 1. Remove existing mechanical Items,plumbing,piling and electrical component In indicated.end. 1 EO Equal A-100 PROPOSED ROOF PLAN Carbondale, ndalPain Street 311 PARK AV E. 2. o PROPOSED GRID MARKER EQUIP Equipment Cerbontlele,C001623 and removal of existing walla,partitions,ceilings,denoted and graphically "My except as the 3. Work initiatedto the exterior of the existing building is limited to the areas noted entl gapM1icelly intlicetetl on iM1e drawings.Any other exterior work shall n the initiated without the prior q FOAM INSULATION (970)510,773 knowledge of the building authority and architectural designer. EXIST Existing A-201 ELEVATIONS steveeevolvestruct,som 4, Thecontractorishalll provide all required proledion and measuresthmugbom the demolition a.removal woAroethe exiarngexterior ofMe building.the exia0nginterior spacetoremain ExP Expansion l Aspen CO81611 and the existing adjacent finishes and Items whi.are not In contract. EXT Exterior A-202 ELEVATIONS 5. The performance of an demolition work sub-contractor shall be executed In accordance with the building of the local and all others licable codes ----- PROPERTY LINE pe y by contractor su gcotle I PP FD Floor Drain •and regulations. FDN FoundMion FILTER FABRIC A-203 ELEVATIONS SURVEYOR 273-718-100-049 6. The contractor shell obtain,prior to the commencement of the demolition work and with the consent of the base building management and owner of such coo.,all legal and regulatory FF Finish Floor Hired Gun surveying permits as may be required Mr demolition,containers,carting,hauling,public way access or closing,and the disconnection and shutoff of all utilities as may be requiretl. A-204 ELEVATIONS P.0.13.1336 ]. The contractor is required the repair any lmperfectionsto existing surfaces caused by the demolition pmcesa with the same of like materials unless specifically indiceted otherwise on the FIN Finish SETBACK LINE Basalt,CO 01621 drawings and/or specifications. FLR Floor GRAVEL Z-001 ZONING SUMMARY (970)9646105 0, The contractor shall remove all door jamb sets as indicated on drawings save for eventual reinstallation. FLUOR Fluorescent 9. The contractor shell remove all light fixtures 8 me.anical grills as indicated on drawings and save for eventual re-installation. FOC Face of Concrete 10. During and following demolition,each contractor shall be responsible for the removal from the premises aII debris and products of the demolition not designated for reuse.The site shall be _ FOF Face of FramingZ-002 RIDS COMPLIANCE left broom clean at the end of each working tlay. EXISTING 1'CONTOUR 11. Refuse from cansWction operations is the sole responsibility and expense of the contractor and the sub-contractors.Refuse shell be disposed of in separate dumpsters or bins maintained FOM Face of Masonry GYP Z-003X EXISTING SITE PLAN at n approved location In the front of the building.Dumpstere and bins must be removed on a weekly basis.Construction materials shall be maintained and stored on the site,with the FTG Footing approval of the building authority,or on the street during the course M delivery FIXT Fixture - EXISTING 5'CONTOUR FR F.-RatedZ-003 PROPOSED SITE PLAN GENERAL SAFETY NOTES FT Feet LIGHTWEIGHT CONCRETE Z-101 PROPOSED LOWER LEVEL GA Gauge GALV Galvanized Z-102 PROPOSED MAIN LEVEL 1. These drawings do not Include necessary components for construction safey.The contractor Is responsible to take all necessary precautions to Insure the safety of the building.Its PROPOSED 1'CONTOUR GC General Contractor xupants and the general public during construction. GEC! Ground Fault Circuit Interrupter MOTAR 2. Construction work will be confined to the Immediate area of coo.and will not create dust,dirt,or other such Inconveniences to surrounding properties. Z-i W PROPOSED UPPER LEVEL 3. Construction operations will not block sidewalks or means of egress for tenants of Me adjacent buildings and neighboring properties wit...hours prior written notification. GR Guard Rail 4. Construction operations will not involve interruption of heating,water,fire alarm,or electrical services to the other tenants of the building GWB Gypsum Wall Board Z-104 PROPOSED ROOF PLAN 5. Construction operations shall be restrictedtothe hours Indicated by building authorities.Except In the case of emergency and notification of the building authority PROPOSED 5'CONTOUR HOW Hardware 6. The contractor anti sub-contractors shall be responsible for any property damage of the building owner or the personal propels of any persons of the building due to the con.uction HOR(IZ) Horizontal PLANTING SOIL Z-201 HEIGHTS operations. HR Hand Rail ], WU supervision shall be maintained al all times during the course of consiruclon operations as to minimize Inconvenience to persons of the building and adjacent properties, r HVAC Heating,Ventilation,Air-Conditioning .202 HEIGHTS FIRE SAFETY NOTES x I a INTERIOR ELEVATION MARKER IN Inch _ INCAN Incandescent PLYWOOD Z-203 HEIGHTS DATE OF PUBLICATION 10/25/17 INCL Including PROJECT NO: 1709 1. All building materials stored at the construction area,and/or In any area of the bulltling are to Da secured lnalocketl area.Access tesuch areas is to be wnballetl by the Owner andlor the INS InsulationZ-204 HEIGHTS ELEVATION MARKER INS Interior General Contractor LAM Laminated RADIANT HEAT FLOOR SYSTEM DRAWN BY: BD/JMIRJUI$ 2. All materials to be stored In an orderly manner. 3. All flammable materials to be kept tightly sealed in their respea containers.Su.materials are to be kept away from all heat sources. LAV Lavatory COPYRIGHT FORUM PHI LLC 4. All flammable materials to be used and stored in adequately ventilated spaced LT(0) Lignt(ing) 5. All electilcal power to shut off where there is expoced conduit SECTION MARKER MH Manhole 6. All electrical power in the consWcdon area to be shut off after working hours. MFR Manutc0Urer RIGID INSULATION ]. The contractor will,at all times,make sure there is no leakage of natural gas in the building,or any flammable gee used in construction. MAT Material DRAWING ISSUANCE INDEX 8. The contractor shall provide the sprinkler protection throughout the building.The contractor shall be responsible for preparing drawings and specifications and obtaining the perm.for the fire sprinkler system.The fire sprinkler system must meet the requirements of all applicable codes and ordinances. CLi MAX Maximum ID NAME ISSUED DATE REVISION CLOUD NUMBER MECH Mechanical ROOF MEMBRANE GENERAL PLAN NOTES MIN Minimum i"acen neous 01 SD s/16-n,lneo AM MTL Metal 02 STREAM MARGIN REVIEW BR/17,2:10 PM �j//�,II 1. Building reference elevation 100.-O.ff.. 0 ( ) ENLARGED DETAIL NIC Not in Controls /� ROOT BARRIER 03 STREAM MARGIN 8RD5 REVIEW 9YZ 2. All exterior frame walls to be 2x6 wood studs,typical unless otherwise noted.Insulate as shown on well assemblies. NTS Not to Scale /' $1 REAM MARGIN 3,RDS REVIEW 3. All Interior walls...re...IT.foundallonwanfl.°be2x4....ds with shim space.Mnrdatign walls,typical unless otherwise noted.Insulate as shown on wall assemblies. NO Number REVISIONS 1W VED 4. All interior frame wall to be 2x4 wood studs,typical unless otherwise noted OC On canter 5. All interior stud walls 8 ceilings shall have sou attenuation harts,typical unless othanwiae noted Otherwise. I WALL SECTION OPNG O SHEATHING 12 2 9/2 17 6, All Interior door jamb return to be 6"Standard,or centered in the room,typical unless othe..notetl. pen ]. All handrails and guardrails par code.Contractor to provide blocking as required OPP Opposite 8. All windows adjacent to an exterior or interior door to be safety glazed.Window manufacturer to verify all locations as per applicable code. OPPH Opposite Henri ASP'N 9, All glazing used in door and panels of bathtub/shower enclosures and building walls enctosing these compadments shall be safety glazed. 1 PARTITION TYPE OD OUtelde Diameter f / 10.An roof overhang dimensions are measured from the face of taming to structural fascia. olio wemeaa Door V/ SLATE ROOFING BUILDING DEPARTMENT PTID) Painted) /VV GENERAL ELECTRICAL NOTES 0,_0m PL Plate ELEVATION TARGET PLY Plywoopremesd • SNOWMELT SYSTEM TO[STRUCT] Pe PelyU 1. lAll ee e,done untlerok sector shall comply withdeaecurren[nel oriel electrical cotle and local code regulations.The contractor shall perform all womin centanmilywith these regulations PVC Poly Vinyl Chloride wethor or not such work is specifically shown ondrawinga. CITY Quantity 2. Electrical s ical got clortto make all necessary electrical connections anti responsible for all electrical service at the mechanical room electrical contractor.coordinate as required withme.a r. ®_0,-O" SPOT ELEVATION R Radius or Riser 3. The electrical contractor shall coordinate his work with the work of other trade and have his coo.scheduled as to not delay the work of others. RA Return Air SOUND ISOLATION MAT 4. The contractor shall I responsible for inspection anti approval of wiring installation of fixture and equipment and for final acceptance of the complete electrical lnslallalion by local elect., RD Roof Drain 5. All recess.deenllhis to be thermal rated and included in base bid with trim rim Provide submittal Clof RE Refer to g rings as specifietl by interior designer to mateM1 adjacent finish.P "sh for approval prior REG Register purchase. RO Rough STANDING SEAM METAL ROOFING 6. All switches to beat 3'-0'above finish floor to center line of switch plate unless noted otherwise. 9 g ]. Pr..for security system.Per owners approval. REINF Reinforced 0. Prewirefor me.anical shades at all window and exterior door locations.Per owners approval. REND) Required 9. Ye,location and type of power for all appliances and mechanical equipment. REV Revision STONE 10. Outlets within 36.of a sink or lavatory to be on a ground fault circuit interrupter.Additional GFCI. RM Room 11. No switched or outlets withinV-0.of a shower or bath. SC Solid Care A 12. Height of outlets from floor center line of outlet to belt'unless otherwise noted. 13. Location of all floor outlets to be verified in Me field by the owner SECT Section 14. Provide for light near mechanical equipment in attics and crawl spaces. SG Safety Glazing STONE VENEER 15. Provide blocking for telling fans and decorative light fixtures. SHT Sheet 16. Smoke and carbon monoxide dstectors shell be located per code. SHWR Shower SIM Similar GENERAL SITE NTOES SPEC Specification ° ° STRUCTURAL CONCRETE SQ Square 1. Builder to sculpt finish de to provde proper drama f surface water awe from building STD Steel grade drainage y gas required. 2. Utility line locations are approximates.General contractor to field verify for exact locetions. STL Steel TILE 3. Verifymeter and utilityservice locations prior to Inslallatlon. SSTL Stainless Steel 4. Erosion control barriers to be lnNalled prior to commencement of construction. STOR Storage 5. Stabilized temporary construction driveway to be in place prior tocemmencement of construction SUSP Suspended 6. Provide control and expansion joints as requirediretl on concrete drives,walks,and patios. VIM Symmetrical VAPOR BARRIER ]. All exterior HVAC equipment to be screened per local axle,HOA of subdivision requirements. T Tread 0. Garbage receptacle to be stored in garage or screened horn view and animals. TEMP Tempered,Temporary O. Location of mailbox anti exterior Sebes)to be verified prior to Installation, pare porary 10. All construction materials and waste to be stored on site during censWcdon. TO Top Of 11. No existing trees to be removed or disturbed without owner and local jurisdiction approval. TYP Typical WATERPROOFING 12. All stumps anti roots shall be removetl from the soul to a depth of 12-below the surface of the round In the area of the building. UNO Unless Noted Otherwise UTIL Utility VIF Verify in Field W/(0) With(out) A WOOD WC Water Closet WF Wide Flange WDW Window PROJECT SITE WDR Wood Waterer.rig WOOD SIDING H S0� PM Y;.L r PROJECT DATA ISSUANCE SUMMARY Z AVE - MATCHLESS DR 5 5 itf '�L�r PROJECT DESCRIPTION Ji iP THE SCOPE OF WORK INCLUDES AN INTERIOR REMODEL TO AN Orr J� EXISTING STRUCTURE WITH MINOR IMPROVEMENTS TO THE EXTERIOR. k�'/�r4rt EP THE FRONT DOOR IS BEING RELOCATED CLOSER TO PARK AVENUE,TO r NT ;1i d3' CONFORM WITH THE NEW RESIDENTIAL DESIGN STANDARDS ANEW W]8\� y6e Y�- STAIRCASE WILL BE CONSTRUCTED IN THE EXISTING LIGHT WELL ON THE THE STREET FACING FACADE AND ALL EXTERIOR RAILINGS WILL BE REPLACED,SLIDING GLASS DOORS WILL REPLACE AREAS OF EXISTING ,k TABY9E Al K.6 A 'y FENESTRATION FACING THE ROARING FORK RIVER.SKYLIGHTS WILL BE sas ADDED TO THE EXISTING ROOF STRUCTURE AND PORTIONS OF THE Avr 35 KING 9e0\ MRI(C,' PARK EN'®.`T - MAIN AND UPPER LEVEL FLOOR WILL BE REPLACED WITH A GLASS --CVO` g R% FLOOR SYSTEM. )°,641,-Avtt ' ® iie¢wER LEGAL DESCRIPTION A pp O w// NSK l �'� ®S$sssRIVERSIDE gDDITION BIoch:i Lot SEEAND:-LM:MMID:-LOL B32l1FT / \.t�� fD. . 4 jil OFLOT12N 30 FT OF LOTS 22323 BLK 1 RIVERSIDE plc ✓ /MI l p�yLp lS�./ PARCELID: 273718100049 FtDS 74 .r_ /I '„o �~ - "VII -M ZONING DATA 6 N Rf) I MOCOTTE LN ZONE DISTRICT RG �/\) Nf s E a ALLOWABLE FAR: 1727.23 SF GENERAL NOTES 'MAAR AVE w / �J/ ) Ir ' GROSS FLOOR AREA: 4.333.73 SF ease J- ..on D ''1 II - 371 �'10 "a D I!, " BUILDING CODE ANALYSIS ICI p...yyy111 35KAMtME CT yE �_ /�• _-. _� 1� AVEI ' I�`_-� 'g.:�� SMM I. APPLICABLE CODES: CODE EDITIONS:2015 IRC,20151MC,2015 E t I MOryjY (' ARDMgz 0 CITY OF MUNICIPAL CODE TITLES ws:vit Y HY �.�� '� MMNDRD G-000 _cur arN sun- �• wERµ i PERM E 1 MIXAN A]<ONORE ea m- .�.�•, r ___.-YV GENERAL PLAN NOTES TOPOGRAPHY LEGEND SITE PLAN LEGEND KEYNOTE LEGEND BUILDING NO GREATER THAN SOFT IN DEPTH,UNLESS ACCESSORY&SEPARATE FROM MAIN PER RDS B.i.d.I1) N)EXISTING HOWN FRAMING SHEATHING AOL REMAIN AT AREAS _ EXISTING('CONTOUR d FRONT FACADE PARALLEL TO STREET PER RDS B.2.&.(1) NOT SHOWN AS DEMOLISHED.TYPICAL EXISTING DRIVEWAY TO N)ALL DIMENSIONS NEW DECIDUOUS TREE REMAIN fi0%+OF FRONT FACADE WITHIN REO'D DISTANCE OF FIELD TYPICALONS TO EXISTING WALLS TO BE VERIFIED MINIMUM SETBACK PER RDS B.3.c PROPOSED I'CONTOUR 4 VEHICUTARACCESS VIAALLEY OR PRIVATE STREET 3.)EXISTING RIDGE HEIGHTS TO REMAIN . S I� PER ROS C.f.c FORUM 4.)ALL EMERIOR MATERIALS TO REMAIN UNLESS NOTED NEW CONIFEROUS TREE @@@### EXISTING SIDEWALK TO 5 FROM-MOST ELEMENT OF GARAGFJCARPoRTSET REMAIN BACKAT LEABT 10 FT FROM STREET PER RDB C.2.&.(1) OTHERWISE. WIDTH OF FIRSTSTORY LIVING AREA 5 FT GREATER EXISTING S'CONTOUR ©THANGARAOE/CARPORTPERRDSC.3c 5.)ALL PROPOSED WINDOWS AND DOORS TO BE VERIFIED IN FIELD PRIOR TO SHOP DRAWING APPROVAL. 7 STREET FACING ENTRY DOOR NOT SET BACK MORE _ EXISTING DECIDUOUS ASPHALT/PAVEMENT �THANIOFTFROMPRINCIPAL FACADEPI T3'.D.1.d(1) PROPOSED 5'CONTOUR TREE TO REMAIN ®ENTRY DOOR NOED AEO THAN Ry PER RDS D.2.c PHI (1^y/'�/`�/\ TRANSOM LOCATED ABOVE ENTRY DOOR f 03 W 9 ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT PER ROP O CH Aspen: EXISTING CONIFEROUS ® PAVERS 10 GROUP OF WINDOWS ON FRONT FACADE PER RDS 715 West Main Street,#204 TREE TO REMAIN NO ST2) Aspen,Colorado 81611 �� NOSTREET-FACING WINDOWS MORE THAN ONE-STORY PER ROS E.2.c 12 LIGHTNELL PER RDS E4.8&IRC R310.1 Basalt: EXISTING DECIDUOUS TREE DRIVEWAY EXTERIOR MATERIALS CONSISTENT ON ALL SIDES& 104 Midland Ave,#202 TO BE REMOVED 13 TRUE TO CHARACTERISTICS PER RDB ERR Basalt,CO 81612 14 VERTICALCIRCULATIONNOT COUNTEDON UPPER MOST FLOOR PER 26.5ISp20.D.2e EXISTING CONIFEROUS TREE URI forumphi.com TO BE REMOVED EXTERIOR DECK 15 FRONT PORCH PER PER 26575.020.0.5 ��r p:970.279.4157 PATIO AT OR WITHIN 6"OF FINISHED GRADE PER 16 26575020.D8 f:866.770.5585 17 RE ZONE DISTRICT HEIGHT LIMIT 25' 18 DRG0GARAGE FIRE SEPARATION 19 HANDRAIL PER IRC 311.7.86311.7.8.1 MIN HEIGHT 34" 311 PARK AVE. 20 ROOF EAVE 418"PROJECTION PER 26575020.E.5 g 21 ROOF PERBSROJECTOa 5' S< ABOVE HEIGHT OF Aspen CO 81611 22 1.POINT FROM EAVE TO RIDGE 273-718-100-049 23 1/3 POINT FROM EAVE TO RIDGE 24 ALLOWED EXCEPTION TO HEIGHT LIMITATION PER EAST BANK OF THE 265750204 ROARING FORK RIVER 25 LIG 7V=MINIMUMOPENINGAREAPERIRC R310.2.I BNOWMELT PER IRC 310 LIFE 8 SAFETY ROARING FORK RIVER 26 BARS,GRILS,COVERS,IZIEENSOVEREMERGENCV ESCAPES ANO RESCUE OPENING PER IRC 310A I I 27 EGRESS SILL 44"AFF MAX PER IRC 310.2.2 \ I 28 EMERGENCY ESCAPE AND RESCUE DOORS \ - _ PER IRC R10.3 \\ \ \ >9> _- - /it ' ' 29 ROOF SHINGLE TO BE REPLACED ,, \ \ -r / i � 30 STANDING SEAM ROOF TBD \ \ 83,p, \ ' I -- // ' 31 EXISTING HORIZONTAL WOOD \ T _ k 'JI1 BIDING TO REMAIN 9)pO^ -- I -- _//V'_i i'� 32 EXISTING EXTERIOR STONE VENEER _ 100VEARFLOODPLAIN �TOREMAIN UNCHANGED \ - \ a>y.,�, \ —— - /1 Y/// / XI� \ / - 33 EXTERIOR RAILING MATERIALTBD - `\ \ \ \ \>&>6b --- LI::: _ / /V/' �- 34 LINE OF ROOF ABOVE ,DATE OF PUBLICATION 10/25/17 \ / r 4� L'\ 35 LINE OF FOUNDATION BELOW PROJECT NO: 1709 \\ B>},0, - - - �- -�=�//�• // �I.\ \— - 1 / / / // ni \ 36 LINE OF EXTERIOR WALL BELOW DRAWN MY: BD/JMIRJU$ 88b•_ i 1 -mil/ ///��I \ \ 37 EXISTING WINDOWS TO REMAIN COPYRIGHT FORUM PHI LLC B7--- \- ------'1 -- --/' ID1// / GI\ \\T 38 1/4"PER 1'SLOPE /�/'/ / a\ \ DRAWING ISSUANCE INDEX >880b,\ ---- I/ ::.. / / I \ \\ 39 SNOW STOPS/SNOW FENCE _ ' �I \ PANETO BE NON-LOCKINGFLIP-UPGRATEID NAME ISSUED DATE .0,- \ _ I\\ \, 40 8 REQUIRE NO MORE THAN 15LBS OF FORCE TO OPEN 01SD 5/1N1],10:10 AM 7882•ro --- r'`•� ) 1 \ 41 LADDER AND STEPS PER IRC R310.2.3.1 _ _ 02 STREAM MARGIN REVIEW BR/17,2:10 PM _ __ T 43VED 788,, \ / - - _--'-_ . lI \ 42 03 STREAM MARGINBRDS REVIEW 9Y2� 1 >8�'YI• NOA-EXCLESMEEASI E� - • - • - • - - EXISTING HOT Si51 RtAM MARGINBRDS REVIEW 101 i� 17B85'.0, I TUB TO REMAIN REVISIONS — I / 12/29l 2017 EXISTING STAIRS ` LOWER LEVEL PATIO I a-I'• - // PROPERTY LINE I i. ASP A —- —- BUILDING DE•ARTMENT "- "- EXI�STINGEN DECK MAN ,- ••- .',--0i 'I\\ EXISTING STEPS Ng 411 L_- II1 \ Y a EXISTING SHED 41. 1 i �`\\`\ -}--y- 150'RIPARIAN SETBACK I 1 / -1 ym 8 -I 3, • $b. EXISTING SHED '.W'-0'O.PLY I IP, (��yy�.s 11 {y/ &11 �13' 1, 4'-7 1 T 10tl-2F 1 i A iIYol I EXSTINOPRORTDOOR _ lI •1 I /�• I/ V4 4.96, I/ 17 S.' N EXISTING LIGHT WELL / ¢I SETBACK LINE t -- _ - - fM. 1 �b• 11wH am .'71 Y Bga•\ \ EUOPERR^LI^E • --— - y \ \ EXISTING PHONE PED I / EXISTING TRANSFORMER / 8. 4 €%STING pytl�/�•s r- 'IIRIVEWpY MS � LEGAL ADDRESS:311 PARK AVENUE ZONE DISTRICT:RA LOT SIZE 3,473 75 SOFT \ PROJECT 100'-0'=7 A pp OVE RDS •• linEXISTING SITE PLAN O EXISTING SITE PLAN Z-0 0 3 J( 0 4' 8' 16' Si/� , GENERAL PLAN NOTES TOPOGRAPHY LEGEND SITE PLAN LEGEND KEYNOTE LEGEND BUILDING NO GREATER THAN 50FT IN DEPTH,UNLESS ACCESSORY&SEPARATE FROM MAIN PER RDB B.i.d.li) 1.)EXISTING FRAMING&SHEATHING TO REMAIN AT AREAS _ EXISTING('CONTOUR d ❑2 FROM FACADE PARALLEL TO STREET PER ROS B.2.d.(1) NOT SHOWN AS DEMOLISHED.TYPICAL EXISTING DRIVEWAY TO N)ALL DIMENSIONS NEW DECIDUOUS TREE REMAIN fi0%+OF FRONT FACADE WITHIN REOD DISTANCE OF FIELD TYPICALONS TO EXISTING WALLS TO BE VERIFIED ❑3 MINIMUM SETBACK PER RD9 B.3.c PROPOSED I'CONTOUR 4 VEHIC1=TCESS VIAALLEY OR PRIVATE STREET 3.)EXISTING RIDGE HEIGHTS TO REMAIN . PER RD9 C.f.c FORUM 4.)ALL EMERIOR MATERIALS TO REMAIN UNLESS NOTED NEW CONIFEROUS TREE @@@###Er EXISTING SIDEWALK TO 6 FROM-MOST ELEMENT OF GARAGFJCARPoRTSET REMAIN BACKTD LE s710 FT FROM STREET PER RD9 C.2.E.(1) OTHERWISE. WIDTH OF FIRSTSTORY LIVING AREA 5 FT GREATER EXISTING 5'CONTOUR ©THAN GARAGE/CARPORT PER RDB G.3.c 5.)ALL PROPOSED WINDOWS AND DOORS TO BE VERIFIED IN FIELD PRIOR TO SHOP DRAWING APPROVAL. STREETFACING ENTRYDOORNOTSETBACKMORE PHI _ EXISTING DECIDUOUS ASPHALT/PAVEMENT ❑THAN IO FT FROM PRINCIPAL FACADE PER RD9 D.1.d(1) PROPOSED 5'CONTOUR TREE TO REMAIN ®ENTRY DOOR NO TALLERTHAN eFT PER RDS D.2.c (1^y/'�/`�/\ TRANSOM LOCATED ABOVE ENTRY DOOR 103 W 9 ENTRYPORCH NOT MORE THAN ONE-STORY IN HEIGHT PER RD9 0.3.c Aspen: EXISTING CONIFEROUS ® PAYERS 10 GROUPOF WINDOWS ON FRONT FACADE PER RDS 715 West Main Street,#204 TREE TO REMAIN E.i.d(2) Aspen,Colorado 81611 �� NOSTREET-FACING WINDOWS MORE THAN ONE-STORY PER RD9 E.2.c 12 LIGHTWELL PER RDS E4.c&IRC R310.1 Basalt: EXISTING DECIDUOUS TREE DRIVEWAY EXEERIOR MATERIALS CONSISTENT ON PLL SIOE58 104 Midland Ave,#202 TO BE REMOVED 13 TRUE TO CHARACTERISTICS PER RDS E.RR Basalt,CO 81612 iq VERsT,AF CIRCULATIONNOT COUNTED ON UPPER MOST FLOOR PER 265]Sp20D.2e EXISTING CONIFEROUS TREE IN ❑ forumphi.com TO BE REMOVED EXTERIOR DECK i6 FRONT PORCH PER PER 265]5.020.0.5 ��r p:970.279.4157 PATIO AT OR WITHIN 8"OF FINISHED GRADE PER 16 265]5020.D8 f:866.770.5585 17 R H ZONE DISTRICT HEIGHT LIMIT 25' 18 WG0GARAGE FIRE SEPARATION 19 HANDRAIL PER IRC 311.7.86311.7.8.1 MIN HEIGHT IC 311 PARK AVE. 20 ROOF EAVE 418"PROJECTION PER 26575020.E.5 g 21 ROOFPERBSR6JECTOaS<5'ABOVEHEIGHTOF Aspen CO 81611 P2 1.POINT FROM EAVE TO RIDGE 273-718-100-049 23 1/3 POINT FROM EAVE TO RIDGE 24 ALLOWED EXCEPTION TO HEIGHT LIMITATION PER EAST BANK OF THE EAST BANK OF THE 265]50204 ROARING FORK RIVER ROARING FORK RIVER 25 LIGHTWELLMINIMUMOPE127, EAPER IRC R310.2.1 ROARING FORKRWER SNOWMELT PER IRC 310 LIFE 8 SAFETY ROARING FORKRIVER( 26 BARS,GRILLS,COVERS,SCREENSOVEREMERGENCY ESCAPES AND RESCUE OPENING PER IRC 310A \ _J I \ J I 27 EGRESS SILL 44"AFF MAX PER IRC 310.2.2 _ 4— ❑EMERGENCYESCAPE AND RESCUE DOORS \ — _- I \ — I 28 PER IRC R10.3 \\ \\ \\\ >8>b ——— /� — —— \\ \\ \\ >0 b —— —�/'I ——r —— 29 ROOF SHINGLE TO BE REPLACED \ \\ > _ --f _--'- /4 - I- - \ \\ \8 --( -J/ -- -- 30 STANDING SEAM ROOF TBD \ 3;0, - 1 _ --_// / \ \ 3,0, \\ ' 31 EXISTING HORIZONTAL WOOD IL k IL __ k ❑SIDING TO REMAIN \ \ 8>P•,0, \\--- , // -- /� \ 8>P•,0, ——— , // —- /� EXISTING EXTERIOR STONE VENEER \ - _ //I '/,. 100 YEAR FLOODPLAIN \ \ i //I —/,. 100 YEAR FLOODPLAIN 32 TO REMAIN UNCHANGED \ _ 8 Stl, \---- _ J///- \ /-/ - \ --. \ 8 Ste• \ -- - �I{_ - - J/J/i \ — - 33 EXTERIOR RAILING MATERIAL TBD - `\a\ \ \ \>B>s --— I _ -__///IV/ � `\ \ \ �\>B>sro• --- i - / /IV/- �- 34 LINE OF ROOF ABOVE ,DATE OF PUBLICATION 10/25/17 \ 8> \\------- - =_— 7-�� L \\ --`\ 8> �\-----/ __ ==-- 7-�� L \ 35 LINE OF FOUNDATION BELOW PROJECT NO: 1709 I I I \ \ b^ -—- - /� - - /� / / 2r \ \ „� -—- - �� — /� /r 2r \ \ 36 LINE OF EXTERIOR WALL BELOW DRAWN BY: BDUMIRJUIS \ •8 8'0•- i I—-- -- /5) // -�I \\ \ ----\ 8 8%.- -11I--- ---- /5) // _E \ \ 37 EXISTING WINDOWS TO REMAIN COPYRIGHT FORUM PHI LLC 8>g_0^ --- __--_--1 ------__ ,v I///// CI\\ \ - 8>B\0• - ------'- 1 --- --l IPD1I///// OG1\\ \ 38 1/4"PER 1'SLOPE _ /' / n\ -- - -- /'�/'/ u\ DRAWING ISSUANCE INDEX - -- --,- --- I \ —> ——— ---- -1 - I \ 39 SNOW STOPS/SNOW FENCE ___ r I 'r - I �I \ ------- -�� '1 - I iI \ 40 PANELTO BE NON-LOCKING FLIP-UP GRATE ID NAME ISSUED DATE - >881'.0.- \ _ -1 \ \ I I I I I\\ \ -_ `>881•,0.- - _ \ \ I I I I I\ \ ❑8 REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN 01 SD 5/16/17,10:10 AM >882.,0, \ -- - - = \ I I I \ / '78g2,,0, --Y-- -=T, I - ' I I I \\ 41 LADDER AND STEPS PER IRC R310.2.3.1 02 STREAM MARGIN REVIEW 883/17,2:10 PM >88,3-0, \ /-- - - I_ 't '- •- I I >Bg3:0, -- re, / - - - - I I I \ 43 03 STREAM MARGIN&RDS REVIEW Bl2 �VED >8�'-0^ NOR-E%CL113NEFASMEMT- - - EXISTING HOT i >884'yl• NOR-EXCL115PoEEASMENT- - - - - - EXISTING HOT 00 ST REAM MgRGINBRDS REVIEWI 101BE 8,a:;::::::: i: _ I% MA • - IEXII- I 4- LEXSTINGSTAIRS ` : ajtpLL— EXISTING STAIRS ` •- l _ I , BUIDIN `RTMENT - P — I i _ PROPERTY LINE 113= ` 1 � ' E[�4 \\ EXISTING STEPS ' I a i EXISTING LRECKMAIN i /� `4 4\\_ EX!STING STEPS Arg 9'L ,� _—_— _ \\ 1• ft EXISTING SHED 9 L- \ I L / I\\ 1• a EXISTING SHED _ I ,oso. __ F 1 I moo. %� ....... ,I\II� -- -I �r°p RIPARIAN SETBACK \`tS � \`\ �J{F—l I �50'RIPARIAN SETBACK 5.3,z I,.1 1iii 24 I` ��.. / wmi EXISTING SHED .•- • EXISTING SHED S 1 I ' •� I ■� pr - A _ I $ :�I I I- I , q I '.O.PLY8�. ii ,,.\ I I r l I I' �► I I I q•.]La'IC!!! / 13' 1 I. TT; y_ Ex sT Nc uP � Ir1 _ LEVEL DEv ICIIIIIEmlI.. SKYLIGHTS K� 9' ml E/ ii I �\ ro 29 I - 9 F I I F. I�V0eg� \ 2S - - 1=_�;" I A-'0 V A _ Let,,,,_`, _ PROPER^LI^E—_ _ _________'I -_ \ \ \ \ \ \ - EXISTING PHONE PED \ / ✓ \ / yN EXISTING UTILITIES y ' EXISTING TRANSFORMER ,alikai EXISTING I- IPR VEN/AY � LEGAL ADDRESS:311 PARK AVENUE I pR VEWPY � LEGAL ADDRESS:311 PARK AVENUE N . ZONE DISTRICT:R-6 ZONE DISTRICT:RA LOT SIZE:3,473 75 SOFT LOT SIZE:3,473 75 SOFT PROJECT 100'-0"=7 \ PROJECT 100'-0"=7 H 1 POf1 / 12' / 12' RDS II , . , . ' .' . , -4.- . , , , ,. , . ,. . PROPOSED SITE PLAN Q PROPOSED SITE PLAN AT ROOF O PROPOSED SITE PLAN AT GRADE 0 O SCALE 1/8" = 1'-0" 0 4' 8' 16' SCALE:1/8" = 1'-0" 0 4' 8' 16' Z/� G G GENERAL PLAN NOTES WALL LEGEND 1)EXISTING FRAMING 8 SHEATHING TO REMAIN AT AREAS NOT SHOWN AS DEMOLISHED.TYPICAL. EXISTING TO REMAIN IN FIELD TYPICAL S TO EXISTING WALLS TO BE VERIFIED p-,7,� TO BE DEMOLISHED FORUM (STING RIDGE HEIGHTS TO REMAIN. V1 4.)ALL EXTERIOR MATERIALS TO REMAIN UNLESS NOTED PHI OTHERWISE. NEW WALL 5.)ALL PROPOSED WINDOWS AND DOORS TO BE VERIFIED IN FIELD PRIOR TO SHOP DRAWING APPROVAL. Aspen: 715 West Main Street,#204 Aspen,Colorado 81611 Basalt: 104 Midland Ave,#202 Basalt,CO 81612 forumphi.com p:970.279.4157 f:866.770.5585 (� ,©, n 311 PARK AVE. 'i' 'i' Aspen CO 81611 40,3.. •' 273-718-100-049 J EXISTING GHHOE�N • • Aill/ ,DATE OF PUBLICATION 10/25/17 LOWER LEVEL PATIO4/ PROJECT NO: 1709 _ - - -—-- ` DRAWN BY: FORUM HIS COPYRIGHT FORUM PHI LLC ,,,,,,,,,,,,,,,,,,,,1—m,s I \ • DRAWING ISSUANCE INDEX Q �/\ ID NAME ISSUED DATE \ 01 SD 5/1N17,10:10 AM N—-/ —A 02 STREAM MARGIN REVIEW 8/9/17,2:10 PM ' III 00 STREAM MARGIN BRDSREVIEW I 9n�cElVED � SI REAM MARGINBRDS REVIEW 1W REVISIONS r3 12/29,2017 7 I (1 ASP:N s�� {{�� BUILDING DE•ARTMENT BEDROOM 1i / Y{ GAME ROOM BEDROOM 2 I 001 /bJ{ Doi 004 /ufi +00.0• NG I I177 q�'-0' •din %;55A(1 It I S T,/ $•Ali ak RIF I1 II Wig . 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OF RIDGE HEIGHT TO REMAIN ®ENTRY DOOR NO TA TE'.AN OFT PER RDS D.2.c TRANSOM LOCATED ABOVE ENTRY DOOR f03 9 ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT PER ROS 0.3.c Aspen: ❑10 GROUPOF WINDOWS ON FRONT FACADE PER RDS 715 West Main Street,#204 E.Taa) Aspen,Colorado 81611 I ENO STREET-FACING WINDOWS MORE THAN ONE-STORY PER RDS E2c /�^\ /\ /�^\ I I 12 LIGHTWELL PER RDS EAT B IRC R310.1 Basalt: (1 ' 2 (3 1 I O ' 13 TRUET'OCHARACTERISTOICSIPERRD6E.S.c SIDE58 104 Midland Ave,#202 �I/ `T/ `I/ W I ❑VERTICALCIRC T010,NNOTCOUNTEDONUPPER Basalt,CO81612 14 MOST FLOOR PER 26.5]5.020.D.2.a 1 ?I ?I 15 FRONT PORCH PER PER26575.020.0.5 forumphi.com 6 I .I p:970.279.4157 I l'I E26 PATIO575020.D8 ATORWITHIN O"OF FINISHED GRADE PER f:866.770.5585 "'I E I 17 R-0 ZONE DISTRICT HEIGHT LIMIT 25' I DWELLING-GARAGE FIRE SEPARATION I I I 18 PER IRC R302.6 EHANDRAILPER IRC 311.].8&311.].&.1 MIN HEIGHT 3a" (1 1 PARK AVE. 1 I 20 ROOF EAVE ci&'PROJECTION PER 26575020.E.5g V I I MECHANICALPROJECTIONS<5.ABOVEHEIGHTOF Aspen CO 81811 21 ROOF PER 20.575.020.E, 12'3yp. , 6vr 13'111H^ I /j 6ya. 1, I 22 1l2 POINT FROM EAVE TO RIDGE 273-718-100-049 1/3 POINT FROM EAVE TO DGE 7,3.. 8r712 I TI I 23 A LOWED EXCEP ION TO HEIGHT LIMITATION PER ' 24 26575020.F4 PE I I I 25 6NOWMELT R RC 3010LFIE 8 SAFETY RIRC R310.2.1 BARS,GRILLS,COVERS,SCREENS OVER EMERGENCY NON-EXCLUSIVE EASEMENT / 1 26 ESCAPES AN1 RESCUEOPENINGPERIRG310A I I I I 27 EGRESS SILL44"AFF MAX PER IRC 310.2.2 I I I1 I 28 EMERGENCY ESCAPE AND RESCUE DOORS I I PER IRC R310.3 ^ I 10 I 29 ROOF SHINGLE TO BE REPLACED 1 • 0 I30 STANDING SEAM ROOF TBD I EXISTING HORIZONTAL WOOD I / I 31 61DING TO REMAIN 1 J % •� EXISTING EXTERIOR STONE VENEER PROPERTY LINE / O\ I 32 .6200 IN UNCHANGED I 33 EXTERIOR RAILING MATERIAL TBD - 34 LINE OF ROOF ABOVE ,DATE OF PUBLICATION 10/25/17 VI I LOWER LEVEL PANG 35 LINE OF FOUNDATION BELOW PROJECT NO: 1709 I I 36 LINE OF EXTERIOR WALL BELOW DRAWN BY: BDMWRA/IS ® \` I 37 EXISTING WINDOWS TO REMAIN COPYRIGHT FORUM PHI LLC O - - y1 cr—y , ::.. .:. .. -- - ~ 38 il4"PER I SLOPE E\\ 1 SNOW STOPS/SNOW FENCE DRAWING ISSUANCE INDEX 1 \ BA EOUIRE NO MORE THAN S KING LLB6 OF FORCE TO OPEN ID NAME ISSUED DATE EI \---1 IP-UP GRATE I 01 6D 5/1N1],10:10 AM 1--) I 41 LADDER AND STEPS PER IRC R310.2.3.1 02 STREAM MARGIN REVIEW &R/17,2:10 PM 42 03 STREAM MARGIN B RDS REVIEW 9Y2 I 00 STREAMMARGIN8.RDS REVIEW I :R IVED REVISIONS FLOOR I GLASS ABOVE II 12/2e,zo17 SD COCO SD COCO I j I BUILDING DE•RTMENT 1 BEDROOMRO , GAMEE ROOM BEDROOMR 2 I 1 I I sg0_000NC I I e I R&6 1 I BATH / (-1 , 005 \�l'JI ' H . 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OF RIDGE HEIGHT TO REMAIN ®ENTRY DOOR NO TALLERTHAN eFT PER RDS D.2.c TRANSOM LOCATED ABOVE ENTRY DOOR f03 9 ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT PER HOS 0.3.c Aspen: ❑10 GROUPOF WINDOWS ON FRONT FACADE PER RDS 715 West Main Street,#204 ETaa) Aspen,Colorado 81611 1 E NO STREET-FACING WINDOWS MORE THAN ONE-STORY PER ROS E2c /�^\ /\ /�^\ I I I 12 LIGHTWELL PER RDS E.d.c&IRC R310.1 Basalt: (1 ' 2 (3 1 I 0 1 13 TRUETIOCHARACTERISTOICSIPERRDBEAc SI0E58 104 Midland Ave,#202 �I/ `T/ `I/ W I ❑VERTICALCIRCULATIONNOTCOUNTEDONUPPER Basalt,CO81612 14 MOST FLOOR PER 26.5I5.020.D.2.e 1 ?I 5I EFRONT PORCH PER PER26575.020.0.5 fo umphi.com 6 I I p:970.279.4157 I p0 I E2 PA6575020.D8TIOATORWITHIN 8"OF FINISHED GRADE PER f:866.770.5585 'I E I 17 R-0 ZONE DISTRICT HEIGHT LIMIT 2V \\\��L��L��V:��1/// I I EP I RC R302.AGE FIRE SEPARATION — E HANDRAIL PER IRC 311.7.8&311.7.8.1 MIN HEIGHT 3C" 311 PARK AVE. 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EXISTING TO REMAIN 2/ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED IC1[1L� TO BE DEMOLISHED FORUM r RI I�//1� ISTING RIDGE HEIGHTSTO REMAIN. V1 1 ORVI V I 4.)ALL EXTERIOR MATERIALS TO REMAIN UNLESS NOTED PHI OTHERWISE. NEW WALL 5.)ALL PROPOSED WINDOWSAND DOORS TO BE VERIFIED IN FIELD PRIOR TO SHOP DRAWING APPROVAL. Aspen: 715 West Main Street,#204 Aspen,Colorado 81611 Basalt: 104 Midland Ave,#202 Basalt,CO 81612 forumphi.com p:970.279.4157 f:866.770.5585 311 PARK AVE. Aspen CO 81611 273-718-100-049 1 1 I 1 1 1 I I 1 1 1 1 1 I I 1 i 1 1 W1 I 1 1 w1 Iw 1? z1 Lb I� 1�li a �i" ic- w 1l - IN Id ,_ EXISTING TOP OFRIDGE ,DATE OF PUBLICATION 10/25/17 t t .�I '-1-'-' I.�Y .�I, ,I'T1; .I '-1--'' '�'I Ii�' t _.-.- -.- - �._ - _ -. - _. -.128'A� I- - - - r r' �I� I� l r' , r r' 1 1 PROJECT NO: 1709 1 '� II I YJ II J ii;iii;iii I'� I�III J Vj I ,,II 1 DRAWN BY: BD/JMIRJL/IS j II I I , I 'I , L I, S I I COPYRIGHT FORUM PHI LLC I IIIIt �1 S�I,II L, II It 1 I II II 1,II 1 I I�, I I h4'� 1 -' II JII ti. ♦ � � LJII ♦ 1 � III ♦ � � �II' l 1 + r I � + + , I r 1 DRAWING ISSUANCE INDEX II ��/ I��/�� II I ID NAME ISSUED DATE '' I'S'' I�S II II I�I L� I;;//////////////////O III I� II I,I,'. I.I,II ' 1 /- 01 SD 5/1W1T 10:10 AM ■■ 7 I 1 1 I/%% �/%aM LI 02 STREAM S. 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NEE Mag I MO I � I 1 II II 11 I 1 III 1 1 -.-.- -.-.-.-.-.-.-I I-.-.-.-.� -.-.1 -.-� EXISTING BASEMENT LEVEL I T.O.CONC.89'-H 1 1 l+=l I l_ / I II I I I II I I 11 1 I I II I I �S I I _ ' I I I I I 1 1 II i ELEVATIONS I I 1 1 O EXISTING EAST ELEVATION A�20 1 J( SCALE:1/4" = 1,0" 0 2' 4' , 8' WALL LEGEND GENERAL PLAN NOTES KEYNOTE LEGEND BUILDING NO GREATER THAN SOFT IN DEPTH,UNLESS 1.)EXISTING FRAMING&SHEATHING TO REMAIN AT ACCESSORY&SEPARATE FROM MAIN PER RDS B.i.d./I) EXISTING TO REMAIN AREAS NOT SHOWN AS DEMOLISHED.TYPICAL E FRONT FACADE PARALLEL TO STREET PER ROS B.2.d.(1) 2.)ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED E MINIMUM FETBACK PER RDS HIN REO'D DISTANCE OF G/%7%1 INFIELD.TYPICAL. /0;n TO BE DEMOLISHED WITH ®VEHICUTARACCESS VIA ALLEY OR PRIVATE STREET FORUM ✓✓�� 3.)DRAWING THERENOSMIHADDITIONTHTLE PER RDS C.f.c 1LLL11� REPRESENTS THERENC SMITH RESOLUTION TO CURE WAS FROM-MOSTELEMENTOFGATETIARPORTSET INCOMPLETE NCOMPERMI LET.(REFERENCE: TO BACKAT LEAST 10 FT FROM STREET PER RDB C.2.tl.(1) NCGLFOISTPERMIT) PH ❑WIDTH OF FIRSTSTORY LIVING AREA5 FT GREATER NEW WALL 4.)ALLEXISTING WINDOWS BE REPLACED 6 STREET RAGEICARPORTPER RDS SET OVERALL DIMENSIONS TO BE VERIFIED IN FIELD. 7 CZT0FACINGENTRYDOORNOT SETBACKMORE THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d(1) 5.)EXISTINGUNCHANGED. OF RIDGE HEIGHT TO REMAIN ®ENTRY DOOR NO TALLERTHAN e;PER RDS D.2.c TRANSOM LOCATED ABOVE ENTRY DOOR f03 9 ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT PER R05 0.3I Aspen: ❑10 GROUPOF WINDOWS ON FRONT FACADE PER RDS 715 West Main Street,#204 E.Taa) Aspen,Colorado 81611 11 NO STREET-.2.cCING WINDOWS MORE THAN ONE-STORY PER ROS EFA 12 LIGHTNELL PER RDS EAT&IRC R310.1 Basalt: 13 EXTERIORMATERIALSCONSISTENTONALLSIDES& 104 Midland Ave,#202 TRUE TO CHARACTERISTICS PER RDB E.S.c Basalt,CO 81612 14 VEROCALCWCULATIONNOTCOUNTED ON UPPER MOST FLOOR PER 26.575020.D.2.a 15 FRONT PORCH PER PER26575.020.0.5 forumphi.com PATIO AT OR WITHIN 8"OF FINISHED GRADE PER p:970.279.4157 16 26575020.D8 f:866.770.5585 17 R H ZONE DISTRICT HEIGHT LIMIT 25' 18 WRCG0GARAGE FIRE SEPARATION 19 HANDRAIL PER IRC 311.7.88.311.7.8.1 MIN HEIGHT 34" 311 PARK AVE. 20 ROOF EGO:<18.PROJECTION PER 26575020.E.5g 21 ROOFPERC265R6JECTOaS<5'ABOVEHEIGHTOF Aspen CO 81611 22 1/2 POINT FROM EAVE TO RIDGE 273-718-100-049 23 1/3 POINT FROM EAVE TO RIDGE ALLOWED EEPTION TO HEIGHT LIMITATION PER . I I 24 26575020.4XC I 25 LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.I II BNOWMELT PER IRC 310 LIFE&SAFE II 1 1 26 ESCAPESANORESCUEOPENMGPERERC310pGENCV I 1 I 27 EGRESS SILL 44"AFF MAX PER IRC 310.2.2 I I I I 28 EMERGENCYESCAPE AND RESCUE DOORS PER IRC R10.3 I 1 I I 29 ROOF SHINGLE TO BE REPLACED 1 I W I W 1 30 STANDING SEAM ROOF TBD 2I 12 12 31 EXISTING HORIZONTAL WOOD I L'�11/��\ (^,l ///��\, \7 I5 ❑SIDINGTO 1,1 CI ITp `_/ \"/ t 4�a I� 32 TO REIOR AILING ATER VENEER - 7 7 Y 33 EXTERIOR RAILING MATERIA TBD IN Id EXISTING TOP OF RIDGE 34 LINE OF ROOF ABOVE ,DATE OF PUBLICATION 10/25/17 It III I III I III I �.—. --128'�'� I I 35 LINE OF FOUNDATION BELOW PROJECT NO: 1709 T L — ®I 4 1 i 36 LINE OF EXTERIOR WALL BELOW DRAWN BY: BD/JMIRJUI$ I m 1 „Al - _! ___1-- I-__ _L III} 37 EXISTING WINDOWS TO REMAIN COPYRIGHT FORUM PHI LLC I I ® __�_ m I 38 1/4"PER 1'SLOPE I ' III 361 I DRAWING ISSUANCE INDEX ® I / 22 39 SNOW STOPS/SNOW FENCE 1'-4 1I I '1 1'-4" I PANELED BE NON-LOCKING FLIP-UP GRATE ID NAME ISSUED DATE 1< -1 V ■■ ■■ 11 1LJ�i 11 I 40 8 REQUIRE NO MORE THAN 15 LBS OF FORCE TO OPEN 01 6D 5/1N1],10:10 AM r �� — I <1� 1 I 41 LADDER STEPS PER IRO R310.z.3.1 ;}� 02 STREAM MARGIN REVIEW BR/17,2:10 PM Ii1 / ■■ ■■ I I. 1 m I W ❑ $1REAMMARGIN&RDSREVIEW EVIEW a� �VED I 43 REVISIONS --f I 12/29,2017 I _ 0 ASP EN BUILDING DE•RTMENT I SG I - �/ I I -/ I _ I 3 I I I_ _ _ / J 1 _ _} EXISTINGUPPERLEVEL� = I T.O.PLV 110'-0" � I I I_ I I I /,/ SG Ill$o I SG 'Cr., SG I SG _ _ 1 EXISTING GRADE I — I o � � xi I EXISTING MAIN LEVEL � — — — T.O.PLY 100'-0"=7697'0'� B m I i ! 1 m o m I I1 El $G m I I 25 ® I I I I , El I r I 1 I1 I A 15 37. 25'-13'e. 0 I I -I-. _._.1I _ } EXISTING BSOE ONNTC LVL're JL 1 I }_I I—�1 I I I I I I 1 I I I 1 I I N . 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EXISTING BAT.O.SEMENTCONC.LE89'EVEI I ro ail L-1 I . 100 YEAR i I FLOODPIAIN EXISTING GRADE A PO I — I I 1 1 EAST BANK OF THE �S 1 1 ROARING FORK I II ELEVATIONS I 7,8744 I O EXISTING NORTH ELEVATION A-2 04 J( 0 2' 4' 8' WALL LEGEND GENERAL PLAN NOTES KEYNOTE LEGEND BUILDING NO GREATER THAN 50FT IN DEPTH,UNLESS 1.)EXISTING FRAMING&SHEATHING TO REMAIN AT ACCESSORY&SEPARATE FROM MAIN PER RDS B.i.d./I) EXISTING TO REMAIN AREAS NOT SHOWN AS DEMOLISHED.TYPICAL E FRONT FACADE PARALLEL TO STREET PER ROS B.2.d.(1) 2.)ALL DIMENSIONS TO EXISTING WALLS TO BE VERIFIED E MINIMUM SETBACK PER RDS HIN REND DISTANCE OF F/'27/1 INFIELD.TYPICAL. y�i,I TO BE DEMOLISHED E VEHICUTARACCESS VIAALLEY OR PRIVATE STREET FORUM ✓✓�� 3.)DRAWING THE RE OSMITLOWDITION THAT PER RDS C.f.c 1LLL11� REPRESENTS PERMIT) RESOLUTION CURE FROM-MOSTELEMENTOF SREETPERPORTSET PERMITTED.(REFERENCE:RESOLUTION TO CURE BACKAT LEABT 10 FT FROM STREET PER RDB C.2.tl.(1) INCGMPLETE LFOISTPERMIT) PH ❑WIDTH OF FIRSTSTORY LIVING AREA5 FT GREATER NEW WALL 4.)ALLEXISTING WINDOWS BE REPLACED 6 STREET RAGEICARPORTPER RDS SET OVERALL DIMENSIONS TO BE VERIFIED IN FIELD. 7 CZT0FACINGENTRYDOORNOT SETBACKMORE THAN 10 FT FROM PRINCIPAL FACADE PER RDS D.1.d(1) 5.)EXISTINGUNCHANGED. OF RIDGE HEIGHT TO REMAIN ®ENTRY DOOR N,TALLERTHAN e;PER RDS D.2.c TRANSOM LOCATED ABOVE ENTRY DOOR f03 9 ENTRY PORCH NOT MORE THAN ONE-STORY IN HEIGHT PER R0S 0.3.c Aspen: ❑10 GROUPOF WINDOWS ON FRONT FACADE PER RDS 715 West Main Street,#204 E.Taa) Aspen,Colorado 81611 E NOPER ROS STREET-E.2.cCING WINDOWS MORE THAN ONE-STORY FA 12 LIGHTNELL PER RDS EAT&IRC R310.I Basalt: 13 EXTERIOR MATERIALS CONSISTENTONALLSIDES& 104 Midland Ave,#202 TRUE TO CHARACTERISTICS PER RDB E.S.c Basalt,CO 81612 14 VERTICAL CIRCULATION NOT COUNTED ON UPPER MOST FLOOR PER 26.575020.D.2.a ,5 FRONT PORCH PER PER26575.020.0.5 forumphi.com PATIO AT OR WITHIN 8"OF FINISHED GRADE PER p:970.279.4157 16 SR ITT D20.D 8 f:866.770.5585 ,7 R-O ZONE DISTRICT HEIGHT LIMIT 25' 18 DWELLING-GARAGE FIRE SEPARATION PERIC R302.6 ,9 HANDRAIL PER IRC 311.7.8&311.7.8.1 MIN HEIGHT 34" 311 PARK AVE. 20 ROOF EAVE OR'PROJECTION PER 28575020.E.5g 21 ROOFPERBSR6JECTOaS<5'ABOVEHEIGHTOF Aspen CO 81611 22 1/3 POINT FROM EAVE TO RIDGE 273-718-100-049 23 1/3 POINT FROM EAVE TO RIDGE 24 ALLOWED EXCEPTION TO HEIGHT LIMITATION PER I I i 28075020.4 I 25 LIGHTWELL MINIMUM OPENING AREA PER IRC R310.2.1 I I I BNOWMELT PER IRC 310 LIFE&SAFETY BARS,GRILLS,COVERS,SCREENS OVER EMERGENCY I 26 ESCAPES ANO RESCUE OPENING PER IRC 310A I I I I 27 EGRESS SUL),AFF MAX PER IRC 310.2.2 I 1 I 28 EMERGENCY ESCAPE AND RESCUE DOORS I I PER IRC R310.3 I I I 29 ROOF SHINGLE TO BE REPLACED IZ I I W 30 STANDING SEAM ROOF TBD 21 12 31 EXISTINGHORIZONTALWOOD Iz — I ❑BIDING TO REMAIN I y//�''��\ /\ /�'�\ EXISTING EXTERIOR STONE VENEER I� �I(p 1 (B] T O I O 32 TO REMAIN UNCHANGED - Y `T/ Y 33 EXTERIOR RAILING MATERIAL TBD Id FI - - - - - - - 'a - - - - - - - - - - - - - - - - - - - - - -, EXISTING TOP OF RIDGE 34 LINE OF ROOF ABOVE ,DATE OF PUBLICATION 10/25/17 i 35 LINE OF FOUNDATION BELOW PROJECT NO: 1709 + _ 36 LINE OF EXTERIOR WALL BELOW DRAWN BY: BD/JMIRJU$ II 37 EXISTING WINDOWS TO REMAIN COPYRIGHT FORUM PHI LLC I m I I I m 38 1/4"PERT SLOPE digigil— I I _____ II I I I II I DRAWING ISSUANCE INDEX I ® �'� 39 SNOW STOPB/SNOW FENCE I.E =�� . •':..'1 " " " '� '� " 40 PANELTO BE NON-LOCKING FLIP-OP GRATE ID NAME ISSUED DATE m -.An II I mo- &REQUIRENOMORETHAN 15LBSOFFORCE TO OPEN 01 SD 5/1N17,10:10 AM I I I I I I I I �Z LADDER AND STEPS PER IRC R310.2.3.1 03 STREAM MARGIN&RDS REVIEW 5/2 r 02 STREAM MARGIN REVIEW BR/17,2:10Y1PM I I I 43 �VED I �I 04 SIREAMMARGINREVISIONSSREVMIN ID ran I 12/29,2017 NI 11■I II 11 I ASP:N I N ��I, ,'• BUILDINGDE`RTMENT i•-illI it s,,,1 IN I 1 I ■I I I 7 _.-.-.- -.-.-.-.- L ' �=� }.-.EXISTINGUPPER LEVEL '_. . T.O.PLV 110'-0" I II I I I 0 I11 • . ••I. • • • SG I EXISTING GRADE ` •r •r- •r- •r• •r .r- •r- •r• •r• •r- M • —.—.—.— —.—.—.—.— Y.—.—.—.— —.— • -•' •' ••, • — — — —.— —.— —.—.— —.— —.—.— —.— —.—.- - - -}-- EXISTING MAIN LEVEL • • T.O.PLV 100'-0'_]69]'0„ • I II I I 'I 11 — I . I I I j.®_ - I I • • REMAIN UNCHANGED I II •a -.-.-.-.-.-.-.-.-.L.-.-.-.-.-.-.-.- I L.- -.-.-.-.j ____ ____.____ 7— 11 —.—.—.—.—.—.—.—.—.—.—.—.—.—.—.—}. EXISTING BT.00ONCL89'EL� XISTI . II 100 YEAR I I 1 FLOODPIAIN II P I I I EXISTING GRADE A P�jtO I /Y'ErJ�-��{ RDS II I EAST BANK OF THE ROARING FORK III 1 HEIGHTS I I _ _ _ 7i744 - 7 PROPOSED NORTH ELEVATION —2 04 O SCALE:1/4" = 1-0" 0 2' 4' 8' Z