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Home My WebLink About828-8812� C -71 13 SKY HOTEL SUBDIVISION/PD FINAL PLANNED DEVELOPMENT APPROVAL -APPROVAL PLAN SET SHEET INDEX 0 PD0.1 COVER SHEET, DRAWING LIST, AND PROJECT DIRECTORY S1 IMPROVEMENT SURVEY PLAT - VICINITY, MAP S2 IMPROVEMENT SURVEY PLAT - EXT. BOUNDARIES AND TITLE EXCEPTIONS S3 IMPROVEMENT SURVEY PLAT - EXISTING CONDITIONS S4 INTERPOLATED SITE TOPOGRAPHY C1 SITE IMPROVEMENTS PLAN C2 GRADING & EROSION CONTROL PLAN C3 CONCEPTUAL WATER QUALITY PLAN C4 DRAINAGE PLAN C5 CONCEPTUAL UTILITY PLAN L300 STREET LEVEL MATERIALS PLAN L401 STREET LEVEL PLANTING PLAN L401 -R ROOF LEVEL PLANTING PLAN PD1.1 PROPOSED SITE PLAN PD1.3b PROPOSED PUBLIC AMENITY SPACE PLAN PD1.4 SNOW STORAGE &SNOW SHEDDING PLAN PD1.5 SNOW STORAGE & SNOW SHEDDING PLAN PD2.0 BASEMENT LEVEL FLOOR PLAN PD2.1 LEVEL 1 FLOOR PLAN PD2.2 LEVEL 2 FLOOR PLAN PD2.3 LEVEL 3 FLOOR PLAN PD2.4 LEVEL 4 FLOOR PLAN PD2.5 ROOF PLAN Z1.1 HEIGHT OVER TOPOGRAPHY PD4.1 PROPOSED EXTERIOR ELEVATIONS PD4.2 PROPOSED EXTERIOR ELEVATIONS PD4.3 PROPOSED SKY HOTEL MATERIALS PD5.1 PROPOSED BUILDING SECTIONS PD5.2 PROPOSED BUILDING SECTIONS —qs►k., Aucssi�i n�.2 l'rly Plan rowland+broughton architecture/ urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: COVER SHEET, DRAWING LIST, AND PROJECT DIRECTORY SCALE: 12" = 11-011 PDO. 1 OPYRIGHT 2015 ROWLAND - BROUGHTON ARCHITECTURE AND URBAN DESIGN HE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE ROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO ART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN ERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. OWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL OMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING OPYRIGHT THERETO. r3 K 113 p PROPERTY DESCRIPTION (FROM TITLE COMMITMENT PREPARED BY PITKIN COUNTYTITLE, INC. UNDER CASE NO. PCT23970W3, DATED JUNE 9, 2015) PARCEL I WOODSTONE INN CONDOMINIUMS, ACCORDING TO THE CONDOMINIUM MAP THEREOF FILED MARCH 11, 1983 IN PLAT BOOK 14 AT PAGE 45 THROUGH 49 INCLUSIVE, AT RECEPTION NO. 248609 AND AS FURTHER DEFINED AND DESCRIBED IN THE CONDOMINIUM DECLARATION FOR WOODSTONE INN CONDOMINIUMS RECORDED MARCH 11, 1983 IN BOOK 441 AT PAGE 814 AT RECEPTION NO. 248608. PARCEL II A NON-EXCLUSIVE EASEMENT AND RIGHT-OF-WAY FOR THE PURPOSE OF INGRESS AND EGRESS OVER AND ACROSS THAT CERTAIN PARCEL DESCRIBED IN LONG FORM EASEMENT AGREEMENT UNRECORDED, NOTICE OF WHICH IS GIVEN BY SHORT FORM EASEMENT AGREEMENT RECORDED APRIL 25, 1977 IN BOOK 327 AT PAGE 777. PARCEL 111 ENCROACHMENT LICENSE AGREEMENTS FOR THE PURPOSES STATED THEREIN RECORDED SEPTEMBER 3, 1976 IN BOOK 316 BAT PAGE 232, APRIL 30, 1982 IN BOOK 425 AT PAGE 907, IN BOOK 425 AT PAGE 913, IN BOOK 425 AT PAGE 919, AND RECORDED NOVEMBER 13, 1985 IN BOOK 498 AT PAGE 909. SHEET INDEX SHEET 1 ............................ VICINITY MAP, CONTROLLING MONUMENTATION, PROPERTY DESCRIPTIONS, NOTES AND CERTIFICATES SHEET 2 EXTERIOR BOUNDARY AND TITLE EXCEPTIONS SHEET 3 ............................ EXISTING CONDITIONS AND TOPOGRAPHY NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. Y �� w IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY OF: WOODSTONE INN CONDOMINIUMS 11 A PARCEL OF LAND SITUATED IN THE NWY4 OF SECTION 18 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 3 VICINITY MAP, CONTROLLING MONUMENTATION, PROPERTY DESCRIPTION, NOTES AND CERTIFICATES ' , GPS -2 fl, S. GALENA STREET AND E. DURANT AVE. PER 2009 MARGIN CONTROL SURVEY PO CK RANDALL LL \ �,. OT K +Wj LOT L BLK 106 DURANT MALL FOUND #5 REBAR AND \ \ \ �8 S/S PLAT BK. 4 PG. 5 q 1.25" CAP �FBFgRI L.S. #20151 �� AGI a FOUND P.K. NAIL AND , k \ 1\F\ _238101+ SHINER t 64 L.S. #19598 FOUND #5 REBAR AND T 7S 1.25" CAP ROW A , L.S. #20151 \ K •� \ \ rA fit Pt \ BLOCK 112 — S 7743' 12 \ \ F r=622 \ \ LOT 1 FIRST AMENDED PLAT OF LITTLE NELL SUBDIVISION PROJECT BENCHMARK - REC. #510202 CHATEAU DUMONT LODGE FOUND P.K. NAIL AND SHINER REC. #133329 _' GPS -1 L.S. 16129 (ASE) ,` l 7940 72' — S. WESTEND STREET AND E. DURANT AVE. PER 2009 MARCIN CONTROL SURVEY SPRf 40'0 _ i �' FOUND P.K. NAIL STR # r Fi ANDSHINER ,� -Y ROWAd . CHATEAU CHAUMONT LODGE P L.S. #19598 ., , S. oRfGfNs.2, RDW$TRFET y r BLOCK 113 FOUND P.K. NAIL --:� AND SHINER Y L.S. #27613 hy.-<.�s� y. sYf . a `�}1 z .. R, Y * 7 i �� i.:. • r^Y: � � �bt..•i�+ ��;.:� 4y�. ;, - �-!� 'b DS I .,,``S 7�F3 Auk, efi Yen. .� �ii1.��.; . :. \l rV .. J(� 74. NwV - T\ •`� /•y A �; a.� r \�, 'et tYr r,t�-'`,� ``ti•'4�L. FOUND #5 REBAR AND 1.25" PLASTIC CAP L.S. ILLEGIBLE VILINI I Y MHN SCALE: 1"=2000' c, invry kir%rrc 1) DATE OF SURVEY: MARCH -MAY 2014; UPDATE PER CITY REQUIREMENTS JULY 2015 2) DATE OF PREPARATION: APRIL - MAY 2014; UPDATED JULY - DECEMBER 2015 3) BASIS OF BEARING: A BEARING OF S 74'14'07" E BETWEEN CITY OF ASPEN GPS CONTROL MONUMENTS GPS -2 AND GPS -1, BOTH BRASS CAPS SET IN MONUMENT BOXES AT THE APPROXIMATE INTERSECTIONS OF S. GALENA ST. AND E. DURANT AVE. AND S. WEST END ST. AND E. DURANTAVE., RESPECTIVELY. THIS BASIS OF BEARING IS CONSISTENT WITH THE MODIFIED STATE PLANE COORDINATE SYSTEM ACCORDING TO THE GPS CONTROL MONUMENTATION MAP PREPARED BY MARCIN ENGINEERING, DATED DECEMBER 12, 2009 (REV. 2010). THE DESCRIPTIONS FOR ALL PROPERTIES SHOWN HEREON HAVE BEEN ROTATED TO BE CONSISTENT WITH THIS BASIS OF BEARING. 4) BASIS OF SURVEY: THE OFFICIAL MAP OF THE CITY OF ASPEN, PREPARED BY G.E. BUCHANAN, DATED 1959; VARIOUS MAPS OF UTE ADDITION; THE MAP OF THE SOUTH ANNEXATION TO THE CITY OF ASPEN; THE MAP OF ASPEN ALPS; THE CONDOMINIUM MAP OF ASPEN ALPS WEST; THE GPS CONTROL MONUMENTATION MAP PREPARED BY MARCIN ENGINEERING, DATED DECEMBER 12, 2009 (REV. 2010); THE ALTA/ACSM LAND TITLE SURVEY OF WOODSTONE INN CONDOMINIUMS PREPARED BY ASPEN SURVEY ENGINEERS DATED FEBRUARY 25,2004; THE CONDOMINIUM MAP FOR THE WOODSTONE INN CONDOMINIUMS (REC. #248609); THE FIRSTAMENDED PLATOF LITTLE NELL SUBDIVISION; THE CONDOMINIUM MAP OF THE DURANT MALL; THE PLAT OF CHATEAU DUMONT LODGE; THE CONDOMINIUM MAP OF ASPEN SQUARE; THE PLAT OF CHATEAU CHAUMONT LODGE; THE MAP OF GLORY HOLE CONDOMINIUMS; VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN. 5) BASIS OF ELEVATION: AN ELEVATION OF 7911.98' (NAVD 1988) ON THE NGS STATION "Q-15911, PER THE 2009 CITY OF ASPEN GPS CONTROL SURVEY. THIS ESTABLISHED THE LOCAL SITE BENCHMARK OF 7940.72' ON THE #5 REBAR AND 1.25" PLASTIC CAP, STAMPED L.S. #16129, MONUMElTING AN ANGLE POINT IN THE EASTERLY BOUNDARY LINE, AS SHOWN HEREON. 6) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT PREPARED BY PITKIN COUNTYTITLE, INC., UNDER CASE NO. PCT23970W3, DATED JUNE 9, 2015, AND THE ABOVE SAID PLATS AND MAPS DESCRIBED IN NOTE 4. 7) THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENTACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 8) ALL RECORDING INFORMATION REFERENCED HEREIN IS PER THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE, UNLESS OTHERWISE NOTED. 9) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. SURVEYOR'S CERTIFICATE I, MARK S. BECKLER, HEREBY CERTIFYTO ASPEN CLUB LODGE PROPERTIES, LLC AND PITKIN COUNTYTITLE, INC., THAT THIS IS AN "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S. § 38-51-102(9), AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, VISIBLE ROADS, TRAILS, UTILITIES, FENCES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL EASEMENTS AND RIGHTS OF WAY OF A GRAPHIC SCALE PUBLIC OR PRIVATE I HAT ARE VISIBLE, OR APPARENT, OR OF RECORD AND DESCRIBED IN THE TITLE COMMITMENT maps RVEY NOTE 6 ABOVE, OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT 50 0 25 50 100 200 SURVEY PLAT., R•O�'g�q LESS THAN 1/15,000. ( IN FEET) i r` 1 inch =5o ft. MARK S. 9EC SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 14019.01 CL 12/10/2015 G:\2014\14019\SURVEY DWGS\SURVEY PLOTS\14019_ISP_PUD.DWG =.`� - .,CURS[ !Met rj:.' GOLF CCio o� , \ --:� Y t r 11 7r a �• �, ,� -r'..•-L •/r�;i -i. hy.-<.�s� y. sYf . a `�}1 z .. R, Y * 7 i �� i.:. • r^Y: � � �bt..•i�+ ��;.:� 4y�. ;, - �-!� 'b DS I .,,``S 7�F3 Auk, efi Yen. .� �ii1.��.; . :. \l rV .. J(� 74. NwV - T\ •`� /•y A �; a.� r \�, 'et tYr r,t�-'`,� ``ti•'4�L. - Water:- - . '"-. ..yy tet'•. `� •!- ; ?' , ,-' f: , , ' • ) � :ir,�ry`- ""�t � :."`,`+,� •- �; e✓ � � �� y' { , no '�-, •.. .k:w f. ;� n IJ I( 1� II. 1 !i. \ _� l Il.:. 1�,�� { /: - #. i. , :. Xi4. v r*. -•s - l; 1 ._,q ar: � Ya\ ,. �*. _ �}y Y C !t• 7 oJ2 r 4'yr`pits cl G v O IT ` VILINI I Y MHN SCALE: 1"=2000' c, invry kir%rrc 1) DATE OF SURVEY: MARCH -MAY 2014; UPDATE PER CITY REQUIREMENTS JULY 2015 2) DATE OF PREPARATION: APRIL - MAY 2014; UPDATED JULY - DECEMBER 2015 3) BASIS OF BEARING: A BEARING OF S 74'14'07" E BETWEEN CITY OF ASPEN GPS CONTROL MONUMENTS GPS -2 AND GPS -1, BOTH BRASS CAPS SET IN MONUMENT BOXES AT THE APPROXIMATE INTERSECTIONS OF S. GALENA ST. AND E. DURANT AVE. AND S. WEST END ST. AND E. DURANTAVE., RESPECTIVELY. THIS BASIS OF BEARING IS CONSISTENT WITH THE MODIFIED STATE PLANE COORDINATE SYSTEM ACCORDING TO THE GPS CONTROL MONUMENTATION MAP PREPARED BY MARCIN ENGINEERING, DATED DECEMBER 12, 2009 (REV. 2010). THE DESCRIPTIONS FOR ALL PROPERTIES SHOWN HEREON HAVE BEEN ROTATED TO BE CONSISTENT WITH THIS BASIS OF BEARING. 4) BASIS OF SURVEY: THE OFFICIAL MAP OF THE CITY OF ASPEN, PREPARED BY G.E. BUCHANAN, DATED 1959; VARIOUS MAPS OF UTE ADDITION; THE MAP OF THE SOUTH ANNEXATION TO THE CITY OF ASPEN; THE MAP OF ASPEN ALPS; THE CONDOMINIUM MAP OF ASPEN ALPS WEST; THE GPS CONTROL MONUMENTATION MAP PREPARED BY MARCIN ENGINEERING, DATED DECEMBER 12, 2009 (REV. 2010); THE ALTA/ACSM LAND TITLE SURVEY OF WOODSTONE INN CONDOMINIUMS PREPARED BY ASPEN SURVEY ENGINEERS DATED FEBRUARY 25,2004; THE CONDOMINIUM MAP FOR THE WOODSTONE INN CONDOMINIUMS (REC. #248609); THE FIRSTAMENDED PLATOF LITTLE NELL SUBDIVISION; THE CONDOMINIUM MAP OF THE DURANT MALL; THE PLAT OF CHATEAU DUMONT LODGE; THE CONDOMINIUM MAP OF ASPEN SQUARE; THE PLAT OF CHATEAU CHAUMONT LODGE; THE MAP OF GLORY HOLE CONDOMINIUMS; VARIOUS DOCUMENTS OF RECORD, AND THE FOUND MONUMENTS, AS SHOWN. 5) BASIS OF ELEVATION: AN ELEVATION OF 7911.98' (NAVD 1988) ON THE NGS STATION "Q-15911, PER THE 2009 CITY OF ASPEN GPS CONTROL SURVEY. THIS ESTABLISHED THE LOCAL SITE BENCHMARK OF 7940.72' ON THE #5 REBAR AND 1.25" PLASTIC CAP, STAMPED L.S. #16129, MONUMElTING AN ANGLE POINT IN THE EASTERLY BOUNDARY LINE, AS SHOWN HEREON. 6) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING, LLC (SE) TO DETERMINE OWNERSHIP OR EASEMENTS OF RECORD. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPON THE TITLE COMMITMENT PREPARED BY PITKIN COUNTYTITLE, INC., UNDER CASE NO. PCT23970W3, DATED JUNE 9, 2015, AND THE ABOVE SAID PLATS AND MAPS DESCRIBED IN NOTE 4. 7) THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, CONSTRUCTION/DESIGN PLANS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENTACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 8) ALL RECORDING INFORMATION REFERENCED HEREIN IS PER THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE, UNLESS OTHERWISE NOTED. 9) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT AS DEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. SURVEYOR'S CERTIFICATE I, MARK S. BECKLER, HEREBY CERTIFYTO ASPEN CLUB LODGE PROPERTIES, LLC AND PITKIN COUNTYTITLE, INC., THAT THIS IS AN "IMPROVEMENT SURVEY PLAT" AS DEFINED BY C.R.S. § 38-51-102(9), AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, VISIBLE ROADS, TRAILS, UTILITIES, FENCES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL EASEMENTS AND RIGHTS OF WAY OF A GRAPHIC SCALE PUBLIC OR PRIVATE I HAT ARE VISIBLE, OR APPARENT, OR OF RECORD AND DESCRIBED IN THE TITLE COMMITMENT maps RVEY NOTE 6 ABOVE, OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT 50 0 25 50 100 200 SURVEY PLAT., R•O�'g�q LESS THAN 1/15,000. ( IN FEET) i r` 1 inch =5o ft. MARK S. 9EC SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 14019.01 CL 12/10/2015 G:\2014\14019\SURVEY DWGS\SURVEY PLOTS\14019_ISP_PUD.DWG �3kI13A 0007� L— — — — — — — — CRETE SIDEWALK E E E— IRR IRR IRR IRR w © W CAN PEDESTAL W M M M W W �— STORM MANHOLE RIM ELEV. = 7936.60- 12" CMP INV. IN W = 7932.30' 24" CMP INV. IN S = 7934.90' 24" CMP INV. OUT N = 7934.88' CURB BOX RIM ELEV. = 7940.97' 12" INV. OUT = INACCCESSIBLE SUMP = 7936.22' STORM MANHOLE RIM ELEV. = 7942.54' 24" CMP INV. IN = 7935.89' 24" CMP INV. OUT = 7935.79' NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. IRR IRR IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY OF: WOODSTONE INN CONDOMINIUMS A PARCEL OF LAND SITUATED IN THE NW1/4 OF SECTION 18 TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 3 EXISTING CONDITIONS AND TOPOGRAPHY rn STORM ANHO I� RIM ELEV. = 7936. ' 24" INV. N SW = 7932.59' 2T7WFfNiRqN S = I 24" CMP NV. OUT17932.52' 7932.52' �— IRR IRRIGATION Mi IRR 7937 —FOUND P.X, NAIL AND SHINE CONCRETE SIDEWALK IRR IRR IRR IRR 7939 —w w W SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 IRR IRR S S S c-- E E E IRR IRR S S - -E E E IRR S s E E E w I li I IRR II�R IRR (I 3 ~I I — w r w td. v I� I S s —E E LOT i RATE 1.1.60' 10.13' 10.11' i C C Ug±T— E FT:: — EXISTING CONDITIONS LEGEND DECIDUOUS TREE CONIFEROUSTREE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch =20 ft. 80 14019.01 CL 12/10/2015 G:\2014\14019\SURVEY DWGS\SURVEY PL0TS\14019_ISP_PUD.DWG © CAN PEDESTAL m TELEPHONE PEDESTAL ® ELECTRIC METER ® ELECTRIC TRANSFORMER co SEWER CLEANOUT Os SEWER MANHOLE CURB STOP wv m WATER VALVE WATER HYDRANT GV DQ GAS METER © ELECTRIC MANHOLE ® WATER MANHOLE DRYWELL T TELEPHONE MANHOLE OU UTILITY MANHOLE GUY WIRE POWER POLE LIGHT POLE -� SIGN — T T — UNDERGROUND TELEPHONE c UNDERGROUND CABLE TV E UNDERGROUND ELECTRIC E s SEWER LINE WATER LINE —�v-w — ug ug — GAS LINE FO UNDERGROUND FIBER OPTICS — 0 = CHAINLINK FENCE O — o WOODEN FENCE o — — x WIRE FENCE x — BOULDER DECIDUOUS TREE CONIFEROUSTREE GRAPHIC SCALE 20 0 10 20 40 ( IN FEET) 1 inch =20 ft. 80 14019.01 CL 12/10/2015 G:\2014\14019\SURVEY DWGS\SURVEY PL0TS\14019_ISP_PUD.DWG 131< (13 50075 GRAPHIC SCA 20 0 10 20 { IN FEET) 1 inch = 20 ft NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. INTERPOLATED SITE TOPOGRAPHY SKY HOTEL El 7943 \-7945 RING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM 12/9/2014 - PROJECT#- G:\2014\14040\CIVIL\Email Out\ACAD-14019 EXCON 4" MOUNTABLE CURB ENTIRE LENGTH OF P \ 10 1777 \`\'�\``tee\`` •. i i ,•� .� ,� .\ a .\ .i�Q) CJ• \Y ` LYS CEL11 PfiC O$E 4 \ \ \ 1 \ \ \ P\ \` APPROXIMATE LIMITS � \ \ ~ (70) OF DISTURBANCE �' , `OO Rosi UR k[vEP: 'tt d• p�'!� \+\Glia iii` `��' \ \ 0p~�AVEN�I \�r \ \i \\\\i E "�• \ ..a ' t,. *. a' \ G'SA(I` a..\ .� BAR1� {114.+e"�.�\�l `\9'Q \ \\�.! .\ .` \ za, i R 'ADA.RAW, �- CHA 7 -EA tj EAU GNq U M0NT C'Op SITE IMPROVEMENTS LEGEND — — — — — — — — — EDISTING EASEMENT LU EXISTING PROPERTY LINE - - Z) 5' STBK 513ETBACK LOD 0 PROPOSED LIMITS OF DISTURBANCE U) PROPOSED STORM SEWER ` e W PROPOSED ASPHALT PAVEMENT z (— i LU PROPOSED CONCRETE PAVEMENT � •f � d 3 PROPOSED PERMEABLE PAVERS PROPOSED LANDSCAPING GRAPHIC SCALE 20 40 ( IN FEET ) 1 inch= 20 ft. LU 0 } m z O w 0-1 O Z z 0 �U LL Z) L.L z z 0 w Q 0 U J J Z_ L1J LU z z W pm m V) F - z a F- J N O U J U M N � M W 0 co wpo Cl)It U � p 0 o Lu r- 0 Z J Q C7 0 2iz� Nom o L' LL Q U z z LU J 2 Z) 0 w U) W Q z (— LU Z G J C W F— W 0 = O W m F- LU W Z J J Of I3- Q J IZ CL a H z LU 0 w LU 0 z Q J n J Q Z 11 -1 - NOTE: L_ NOTE: Knowwhat's below. DATE: DEC. 11, 2015 THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS PART OF THE Call before you dig. BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT PLANS AND APPROVED CALL 2 -BUSINESS DAYS IN ADVANCE JOB NO. 14040 BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE. BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND SHEET C1 ,:. ---------------- xW4 �vl � xtA,t q0 k' k(�f k l k4vy 79e3ta b yt�L kyxC ' !P0 S z��` y k{✓ �' X4� "�� QO7 v<X ` y ADA RAMP~ Nt;,, sc ' It }} � � _..� _, 7e36.=-- o..,�< Oj xiRR W, \ Oo, �NrAV -- �� ENU 007 - T PE A CATCH CURB. o _4 - ksq % �4 �c s r�. NOTE: THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE. xrRR 7938t ktRR -MATCH EX:7937.4'± MATCH E7 M7-2'± k c Asa kSa ASA xSA i Fb .7944.361 --fie 'EOA:7945., kGAS �� EXISTING & PROPOSED LEGEND — - - - - - - ELISTING CONTOUR — —7900— FFE ELISTING CONTOUR INTERVAL XW,. XAY FL = E-ISTING WATER MAIN X5A XSA LP = EASTING SANITARY SEWER MAIN xETc.6 x res = RIM ELEVATION ELISTING ELEC, TELE, CABLE, GAS xcTc x rc = TOP OF CONCRETE EASTING ELEC, TELE, CABLE — XGAS XGAS XGAS;— E-ISTING GAS - XVT xG)T xuT — EASTING TELEPHONE — XE: e:. xE:. - EASTING UNDERGROUND ELECTRIC aE ELISTING OVERHEAD ELECTRIC a,v V — ELISTING CABLE —xF XFa xFo — EASTING FIBER OPTIC XIRR XMR EASTING IRRIGATION PIPE xsD XSD EASTING STORM SEWER --------- EASEMENT PROPERTY LINE -- 5' STSK SETBACK -5- EASTING ELECTRIC MANHOLE D EASTING DRAINAGE DRY -WELL Q ELISTING SEWER MANHOLE O E-ISTING TELEPHONE MANHOLE 0 EASTING UTILITY MANHOLE ZY ELISTING FIRE HYDRANT Wv ELISTING WATER VALVE ELISTING CURB STOP Cv EASTING GAS METER El ELISTING ELECTRIC TRANSFORMER ® EASTING ELECTRIC METER co ELISTING TELEPHONE PEDESTAL Q ELISTING CATV PEDESTAL 0 EASTING SEWER CLEANOUT EASTING LIGHT POLE cx- EASTING SIGN Wkw EASTING STORM INLET TBD TO BE DETERMINED COA CITY OF ASPEN 7901 PROPOSED CONTOUR 7900 PROPOSED CONTOUR INTERVAL PROPOSED STORM SEWER ETCF ETCF PROPOSED ELEC, TELE, CABLE, FIBER -GAs GAS GAS — PROPOSED GAS -TEE TES TEE — PROPOSED TELEPHONE -UEE UEE UEE — PROPOSED UNDERGROUND ELECTRIC -UTV "TV UTV — PROPOSED CABLE -Fo-FO—FO — PROPOSED FIBER OPTIC PROPOSED STORM INLET LOD PROPOSED LIMITS OF DISTURBANCE EOA PROPOSED ASPHALT PAVEMENT EX = EXISTING GRADE FFE PROPOSED CONCRETE PAVEMENT FG = FINISHED GRADE PROPOSED PERMEABLE PAVERS PROPOSED LANDSCAPING GRAPHIC SCALE 20 0 10 20 40 SPOT ELEVATION LEGEND BOW = BOTTOM OF WALL EOA = EDGE OF ASPHALT EX = EXISTING GRADE FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE HP = HIGH POINT LP = LOW POINT MATCH EX = MATCH EXISTING RIM = RIM ELEVATION TBC = TOP BACK OF CURB TOC = TOP OF CONCRETE ( IN FEET) 1 inch = 20 ft. SITE BENCHMARK 1 BASIS OF ELEVATION: AN ELEVATION OF 7911.98' (NAVD 1988) ON THE NGS STATION "Q-159", PER THE 2009 CITY OF ASPEN GPS CONTROL SURVEY. THIS ESTABLISHED THE LOCAL SITE BENCHMARK OF 7940.72' ON THE #5 REBAR AND 1.25" PLASTIC CAP, STAMPED L.S. #16129, ' MONUMENTING AN ANLE POINT IN THE EASTERLY BOUNDARY LINE, AS SHOWN HEREON. DRAINAGE DIRECTION/SLOPE —2.0�° xxx:xxx.xx' SPOT ELEVATION TOC:7900.00' EXAMPLE: TOP OF CONCRETE @ 7900.00'= Know what's below. Call before you dig. CALL 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES w Q R. Z O w O Z w Q D W J Q LZ Z J J z E L LI L1J z_ z W z LU 2 CLO J LLJ ILL] 0 J LLJ O U) } } m m 0 } 0 w m w Z Z U U) LLJ LLj � U z Q J 0 U J, 1Au W z W Q z 0 LU rn 0 r` M N O 00 � W W � Cl) W O o m C? �0 V H o U) W -q- _j Z Q O0 �z�� N O 9LO o o m Q LL Q 0 z Q J J O ct z O U o_ U) O W LLJ 06 (D z Q F— W U0 Z Q n Q O a_ a_ J Q 0 a_ Q Z W a_ 0 W W 0 z Q _J a_ _J Q z DATE: DEC. 11, 2015 JOB NO, 14040 SHEET C2 L- ----- kR \ LOCATED WITHIN LANDSCAPING NOTE: THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE. AVENUE PROPOSED INLET AND STORM PIPE (SIZE TO BE CONARMED PRIOR TO' BUILDING PERMIT SUBMITTAL) CHATEAU CHAUMONT -77 71, EXISTING VALLEY PAN AND TRENCH DRAIN TO REMAIN GLORY HOLE CONDOMINIUMS BRC -7: WITHIN LANDSCAPING AREA TO PROVIDE REQ. WATER QUALITY TREATMENT FOR BASIN #8. CONCEPTUAL POST DEVELOPMENT ONSITE PEAK RUNOFF RATES: BASIN ID Clo I (in/hr) AREA (acre) Q10 (cf S) REQ. WQCV (d) BASIN ID Cloo I (in/hr) AREA (acre) Q100 (Cfs) 1 0.40 3,72 0.033 0.048 1 0,52 6.32 0.033 0.107 2 0.86 3.72 0.049 0A58 2 0.91 632 0.049 0,283 3 0.92 3.72 0:005 0.019 3 0.96 6.32 0.005', 0.033 4 0.63 3.72 0.027 0.062 4 0.70 6.32 0.027 0.118 5 0.66 172 0.098 0.240 5 0.73 632 0.098 0.451 6 0.57 3.72 0.119 0.253 6 0.65 6.32 0.119 0.491 7 0.65 3.72 0.034 0.083 7 0.72 6.32 0,034 0.156 8 0.73 3.72 0.197 0.535 8 0.79 6,32 0.197 0.984 9A 0,75 172 0.087 0.242 9A 0.81 6.32 0,087 0A44 9B 0.67 172 0.099 0.246 9B 0.74 632 0,099 0.461 10 0.73 3.72 0.072 0,196 10 0.79 6.32 0.072 0.360 11 0.70 3.72 0.074 0.193 11 0.76 632 0.074 0,356 12 0.92 3.72 0.003 0.011 12 0.96 6.32 0,003 0.020 14 0.15 3.72 0.026 0.015 14 0.35 6,32 0.026 0.058 L 15 0.61 3.72 0.048 0.109 15 0.68 6.32 0.048 0.206 CONCEPTUAL WATER QUALITY TREATMENT SUMMARY TABLE: WQ I.D. CONTRIBUTING BASIN AREA S.F. % IMPERV WQCV DEPTH (in) REQ. WQCV (d) PROPOSED TREATMENT LOCATION BRC -1 4 1160 800/0 0.17 16 LANDSCAPING ALONG NORTH SIDE OF BUILDING BRC -2 s 4257 839/o 0.19 67 LANDSCAPING ALONG EAST SIDE QF SITE BRC -3 7 1492 82/o 0.19 24 ROOFTOP PLANTER BRC -4 10 3144 880/0 0.20 52 LANDSCAPING AREA SOUTH OF PATIO BRC -5 11 3233 965ol 0.19 51 LANDSCAPING AREA WEST Of ALPS PARKING BRC -6 15 2092 79D/o 0.17 30 LANDSCAPING AREA WEST Of ALPS PARKING BRC -7 8 8588 88% 0.20 143 LANDSCAPING AREA EAST OF BUILDING WQ CONTRIBUTING AREA % WQCV wClCV PROPOSED I.D. BASINS S.F. IMPERV DEPTH (in) (d) TREATMENT LOCATION ce) aE uj ZN < (o Cf) uj PERFORATED DOWNSPOUT ROUTED SFV -1 2 2147 97% 0.25 45 THROUGH SILVA CELLS SS -1 3 238 100% 0.26 5 SILVA CELLS VIA MEDIAN LANDSCAPE AREA SS -1 f_ 12 146 JOG-/. a26 3 SILVA CELLS VIA MEDIAN LANDSCAPE AREA WQ CONTRIBUTING AREA % WQCV REO, WQCV' PROPOSED I.D. BASIN S.F. IMPERV DEPTH (in) (d) TREATMENT LOCATION ce) aE uj ZN < (o Cf) uj BELOW GRADE IN ALLEY ALONG EAST SIDE OF SFV -1 6 5205 74% 0.15 65 BUILDING SFV -2 9A 3774 90% 0.21 66 LANDSCAPING AREA WEST OF ALPS PARKING SFV -3 9B 4298 944% 0.19 68 LANDSCAPING AREA WEST OF ALPS PARKING NOTE: STORMWATER MITIGATION DESIGN ILLUSTRATED HEREIN IS CONCEPTUAL. SIZING, LOCATION AND TYPES OF ALL WATER QUALITY TREATMENT AND DRAINAGE INFRASTRUCTURE TO BE CONFIRMED/FINALIZED PRIOR TO BUILDING PERMIT APPLICATION. PROPOSED LEGEND Lu F- 0 PROPOSED CONTOUR z 0 7900 - PROPOSED CONTOUR INTERVAL PROPOSED FLOW ARROW uj 0� = M M M = POST DEVELOPMENT DRAINAGE BASIN PROPOSED STORM SEWER OP DESIGN POINT PROPOSED ASPHALT PAVEMENT Lu PROPOSED CONCRETE PAVEMENT Foz co 0 PROPOSED PERMEABLE PAVERS PROPOSED LANDSCAPING EXISTING LEGEND - - -- EDISTING CONTOUR -7900 EDISTING CONTOUR INTERVAL GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 ft. so LLI 0 z Li 1 -- Lu F- co 0 z z Z < ce) aE uj ZN < (o Cf) uj w 00 m Lu -9 z F - Luo 0 8 4 0 Lr) < U) Lj 4 1- _j 7p u.j z 0 < � < d 2 CLQ u - z r0 C,4 0 9� 0 CD M < Lo W ILL Z Lu < uj F- < u 0 w F - z 0 LLJ < 2 DATE: DEC. 11, 2015 JOB NO. 14040 SHEET C3 1 -- Lu F- co w z z < :1 0 -j CL < w a- Lu > 0 F - Z Z LU < < Uj 2 > CLQ 0 0 of Z Lu < uj F- 0 - rl- < < w F - z LLJ < 2 WCL. 0- Ljj Lu LU > 0 0 Lu 0 Z z 0 :5 %%w000U CL DATE: DEC. 11, 2015 JOB NO. 14040 SHEET C3 �9 " Cn,�PMP '�' >� w IVI� b MP llflj [Sti �93 ' g8= 12„(/VV. O IFN,CRR SlUIPCCCFSS/g X936 22E 2q„�4' MA FFV. ; AAfH(D,F Ciy jp (� 007yti 93S g9 , i93S CON NECT PROPOS RCP CTORM PI PF ("SIZE TO BE CO04FIRMED;PRIOR _ TO/BU&ING,P„ERMIT) NOTE: THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE. EXISTING & PROPOSED LEGEND — — -- --- — - ELISTING CONTOUR v ��tl k 4 .- ! i — —7900— ELISTING CONTOUR INTERVAL A7RRI xw: LI xv_ ESTING WATER MAIN r” h xSA xsn ELISTING SANITARY SEWER MAIN - p 1 x CONNECT STORM PIPE'PC3 1 �� x_rcc xETcG E71STING ELEC, TELE, CABLE, GAS EXISTING MANHOLE }r� r, ?' R,14, /WA/VH ' xerc XHC E-ISTING ELEC, TELE, CABLE _.Z RIM:7936.29' FF{� t} y ~+ 24" ` ' 7 Ft — xUas xcAs xcas — EASTING GAS INV:7932.59' _. / rr`I! (ij s36 `� ?r ' Sw xur •-�---- xtr xui — EASTING TELEPHONE SILVACELLS PER r oIP(� �g SOA OF STANDARDS ~ 4 Cr p/ '0 x 13 ` xE xn — EASTING UNDERGROUND ELECTRIC OO7 oeE ELISTING OVERHEAD ELECTRIC EMOVE EXISTING_.•..,•.7936--=,__ -- V STORM DRAI INLET'N CURB INLETS INSTALL40 LF± k " �.� ' —xry xry xrV — ELISTING CABLE ?AIDS. 4LET SII TBD - AND STRUCTURE / rid 24" RCP PIPE (SIZE l0 BE CONFIRMED xro xro vo — ELISTING FIBER OPTIC V.79 7.06' �" P♦1'ORTQ�BUILDINU PERT) kr� X�t \ x�ars xiRa EASTING IRRIGATION PIPE '"." �� 4R Ng + ""\ OPOS - \ )l '` k c:.' STORMLDRAIN ._..._7937— X�� xsa x>o ISTING STORM SEWER G ✓ �� i INLET PER COA ,�i VFN(J� EASEMENT SEMEN \ xf STANDARDS c`n OOi xrAR XFt *� -- PROPERTY LINE SIZE TBD. STBK SETBACK �5- \ % xc RIM•7936 47 aR 7933 38' 10+ L.F. 6' PVC DRAIN - ___ --793&— __.- __. " ! :, d `77 S•3r` PIPE FOR BRC -1 ki R� ��`�� EC� E ISTING ELECTRIC MANHOLE r w '�5 OVERFLOW INLET I ~�'' EASTING DRAINAGE DRY -WELL U,dOiNAGEEASTING SEWER MANHOLE E-ISTING TELEPHONE MANHOLE 71I4ST LL 50 LF ± w XIRR kSA (U� EASTING UTILITY MANHOLE Rq0P PI(SIZEfO B!< 66NFIRMEDLI ' x ^' '� '� �} ktg� ESTING FIRE HYDRANT J P �ORTQBUILDING PERMIT)Wv �� xsQ o _ c` ' `}.:'~�,-.. ..; c - c�'•',.,•k.,,..••�V,''.- x -�3 � S�kFt t®j° VALVE -ISTING URB STOP PUBLIC PEDESTRIAN E EASEMENT PER THIS PLAT Gv E-ASTING GAS METER x£t ksA EASTING ELECTRIC TRA NSFORMERLANDSCAPE AREA FOR WATER QUALITY i xec E=ISTING ELECTRIC METER n TREATMENT (BRC 1) W/ % : 1 ,- ` - X, �.,.,' ,... l ' ksn E-ISTING TELEPHONE PEDESTAL p. OVERFLOW INLET kit kEt ® - ( O© ( f ( r BRC -2 V -� �l<,Et xsr ® E_ISTING CATV PEDESTAL co VA CELLS PER PROPOSED PUBLIC 8 OVERFLOW INLET �Fi xs O EASTING SEWER CLEANOUT = STAIhAS ACCESS EASEMENT X��t• EASTING LIGHT POLE l` xEt �� _.., - cr- E ISTING SIGN 5.0' WIDE DRAINAGE tc xFt'` - xEt ksa E-ISTING STORM INLET ll C AND UTILITY EASEMENT 1 ' PER PLAT �� " -•... xet yE TBD TO BE DETERMINED C= REMOVE EXISTING DRYWELL y6L - `''' COA CITY OF ASPEN ir4 M Xc 7901 PROPOSED CONTOUR _ s 11.1' WIDE DRAINAGE AND UTILITY EASEMENT 7900 PROPOSED CONTOUR INTERVAL PER PLAT HAT EA(jPROPOSED STORM SEWER ASE i 160± L.F. 12" PVC DRAIN PIPE D VERS�y (SIZE TO BE CONFIRMED PRIOR �MONj -ETc ETC ETC — PROPOSED ELEC, TELE, CABLE i TO BUILDING PERMIT) -GAS GAS GAS — PROPOSED GAS - TEL TEL TEL LANDSCAPE AREA FOR WATER PROPOSED TELEPHONE QUALITY TREATMENT -UEE UEE UEL PROPOSED UNDERGROUND ELECTRIC (BRC -2) PROPOSED CABLE 5.0' WIDE DRAINAGE —Fo FO—FO — PROPOSED FIBER OPTIC URB (`AND UTILITY EASEMENT PER PLAT CH PROPOSED STORM INLET UNDERGROUND WATER ATEAU QUALITY TREATMENT VAULT CHA(/� LOD erre PROPOSED LIMITS OF DISTURBANCE (SFV -1) MOj j/ a r gt 20± L.F. TRAFFIC RAT�b TRENCH ` DRAIN TO INTERCEPT,%OFFSITE PROPOSED ASPHALT PAVEMENT ALLEY RUNOFF '24±L F. TRAFFIC4TED TRENCH �.. _•�•-. x ;,:ts:;::; is 75± L.F. 6 PVC DRAIN PIPE a DRAIN TO INTERCEPT ONSITE ( r PROPOSED CONCRETE PAVEMENT ." /47A 6 (SIZE TO BE CONFIRMED RUNOFF FOR WATER QUALITY CpNDp�/�� E Ms LANDSCAPE AREA FOR WATER QUALITY TREATMENT 0RC-7) PROPOSED PERMEABLE PAVERS PROPOSED LANDSCAPING I • GRAPHIC SCALE 20 0 10 20 40 80 Know what's below. ( IN FEET) Call before you dig. 1 inch = 20 ft. CALL 2—BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES z 0 E)f U Z z O W a p V J J z LU L1J z z W Ln O m LU Q p 0 Z m m p } p w m w Z Z Y U) Q w LU o _ p p U V) z V) O. J -n co N Cl) LU 00 r C'7 W 0 0 0� U o 4 Z Jo 0 Q 0r �zr-�'' o m `0 Q LL U LU z z W Q J I— W z CD QN Q ZD 7 L O QQN 1.1. W 0 m 0 r` F__ W W Z Q D_ J N� L J._ D_ Q J O n Z L1J n 0 LU L1J z Q J n _J Z LL DATE: DEC. 11, 2015 JOB NO. 14040 SHEET C4 J t vsx x x� kf4 EXISTIN(;�WAT ICE TO BE c �5 F GATED TO VERT 1 _ vs x , `t' / �s MATERVAL,"1�P3H-& INTEGRITY. - �t ~~��" REPLA E PER COA WA'(O DEPT. STAN ARDS IF REQUIRED. Wi v ORA /V PROPOSED„ �' P rq a �1 G E } xF ° ! x,IP� Mrr VEN�� xt tR �r �EASEMEN rc<, ABANDON EXISTING �' xr .•. "� \` VITRIFIED CLAY PIPE SEWER U SERVICE AT THE MAIN yv x a ',xsA ,/ PER ACSD REGULATIONS ✓ �.� �� ` xrx� � APPROXIMATE LOCATION OF PROP&ED E. RE DEPARTMENT xva w � j = '. CONNECTION S k f a PUBLIC PEDESTRIAN k t EASEMENT PER THIS PLAT Y XLy( 18.0' WIDE PRIVATE, NON-EXCLUSIVE xFt - xtq / t ¢ INGRESS/EGRESS EASEMENT xr I Ifr+ FOR CHATEAU CHAUMONT XFl Re `' kw AND CHATEAU DUMONT r % PER PLAT / fx s PROPOSED PUBLIC ATfD CABLE �4 x�t �� o ACCESS EASEMENT~ r= 1 t RELOC SERVICE \\ TO LITTLE NELL G xst xs xwc 5.0' WIDE DRAINAGE AND UTILITY EASEMENT 1 / t PER PLAT 11.1' WIDE DRAINAGE `� x`t`` xsA /( / j f= ;, AND UTILITY EASEMENT ``� xtt xsA iii ELECTRIC, TELEPHONE, CABLE PER PLAT t ` �v Q % AND FIBER OPTIC SERVICES. ROUTE CHq `� _� 1 INTERNALLY TO MECHANICAL ROOM. ` '• NEW 3 PHASE HOLY CROSS ELECTRIC TEgU v ` XFc 1� �•� x�` xsp v t �`��j y TRANSFORMER AND ELECTRIC VAULT p n/%pNT � F xsq L4 t r INSTALL NEW TELEPHONE AND CABLE REMOVE EXISTING GAS METER / J "F y PEDESTALS. EXTEND TELEPHONE, FIBER 1.41 AND ABANDON EXISTING v OPTIC &CABLE SERVICES TO NEW *� SERVICE IN PLACE AS REQUIRED., s rt, # / K HOTEL AND TO CHATEAU DUMONT. � ABANDON EXISTING 1 CAST IRON SEWER SERVICE { 5.0' WIDE DRAINAGE AT THE MAIN PER ACSD Y i AND UTILITY EASEMENT 4 REGULATIONS. k`�%'„ PER PLAT CHq� f UGH ABANDON E STING TELEPHONE AND ,41JNj pNT x� APPROXIMATE LOCATION OF .; CABLE SERVI ES IN PLACE OR REMOVE x k PROPOSED PVC SEWER SERVICE{ z �� PER ACSD STANDARDS. ` t �: 4.: ;'� a AS NECESSARY PER UTILITY PROVIDER'S t� � 8" PVC BASED ON ESTIMATED STANDARDS h f x CONCEPTUAL DESIGN. IF 8" IS x�' r REQ'D A CAST -IN-PLACE K ? L I h z MANHOLE WILL BE REQUIRED/ f 5�', RELOCATE EXISTING CABLE SERVICE FEED k x PER ACSD STANDARD W1 q l f , TO LITTLE NELL INTO PROPOSED IF SEWER SERVICE SIZE J'S DETERMINED TO BE LESS THAN UTILITY TRENCH/EASEMENT. ru . 8" THEN ADIRECTTAPTOT�IE EXISTING MAIN CA BE l ttt / fr '4 ABANDON EXISTING " `�F �`�_ " I ELECTRIC METER PER HOLY ? ell xu PERFORMED /!e CROSS ENERGY'S STANDARDS �cF `,� S l KV r' Toy E Ho r J�GV to URgNTq VCF -F� �`` 3,36 SF kUi1 f k X .� jJ/jt(j b4'.G Ur r REMOVE EXISTING ELECTRIC ' TRANSFORMER &METER PER HOLY CROSS ENERGY'S STANDARDSUZ i g REMOVE EXISTING CABLE PEDESTAL ` ' x� IrcF ` x xuT s 11 PER COMCAST STANDARDS ti h k g. SECOND LEVEL,TERRACE G(0 s xG s OR s N� CpNp HpCE x, k X r kG,S - V / Ms, 0 A j" ��N�-�ci.Lx_CAO VAULT. x5� �f yf EXTEND NEW 3-PHASE 4 ELECTRIC VICE TO NEW TRANSFORMER LOCATION /fJ xGAS \ RELOCATE EXISTI FIRER' HYDRANYITO f ACCOMMODATE PUBLIC 4 / / `'� kG s \ \ ~� ` r / EXISTING GAS METER r — �_ TO BE ABANDONED IMPROVEIV'1ENT / )(GA �,� � 1 j/t1 f Z`"`�` INSTALL NEW GAS METER AT BUILDING II Jjf{J X 1 PER SOURCE GAS REGULATIONS. f /v,4tps G 100 co t Know what's below. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES NOTE: THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE. GENERAL UTILITY NOTES: 1. CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE E-IISTING UTILITIES WITH THE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING, BEDDING, AND BACKFILL WORK NECESSARY FOR UTILITY RELOCATION. THE UTILITY PROVIDER IS TO PERFORM ALL LINEWORK NECESSARY. 2. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF CONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE PROPERTY OWNER T> A NVOLVED. 3. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATES OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. 4. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 5. CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANY PRIOR TO CONSTRUCTION. 6. ALL SITE AND UTILITY WORK SHALL BE IN COMPLIANCE WITH CITY OF ASPEN RULES - REGULATIONS AND UTILITY PROVIDERS SPECIFICATIONS. PUBLIC IMPROVEMENTS NOTE: 1. PUBLIC IMPROVEMENTS SHALL BE IN COMPLIANCE WITH THE CITY OF ASPEN ENGINEERING STANDARDS AND CITY OF ASPEN ROW STANDARDS. PUBLIC IMPROVEMENTS IN THE ROW MUST MEET THE CITYS CONSTRUCTION AND E-CAVATION STANDARDS. 2. CONTRACTOR TO INSTALL WATER SERVICE PER CITY OF ASPEN STANDARDS. A PRE -CONSTRUCTION MEETING IS RE-UIRED PRIOR TO COMMENCEMENT OF WORK. SHALLOW UTILITY NOTES: 1. ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL BE CONFIRMED AND COORDINATED WITH THE UTILITY PROVIDER PER UTILITY AGREEMENTS, 2. ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF ROCKS -1 1/2" 0. USE CLASS 6 AGGREGATE BASE MATERIAL FOR BEDDING, AND/OR SUITABLE ONSITE MATERIAL. INSTALL PER UTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES WITH SUITABLE ONSITE MATERIALS. MINIMUM COMPACTION 95- IN PAVED AREAS. 3. GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE INSTALLED A MINIMUMIM 10�FROM WATER SERVICES AS FEASIBILE. COMMUNICATIONS MAY BE INSTALLED IN COMBINED TRENCHES PER CONSTRUCTION FEASIBILITY AS LONG AS MINIMUM SEPARATION DISTANCES AND DEPTHS OF BURY ARE MAINTAINED. INSTALL WARNING TAPE OVER ALL UTILITY LINES. UTILITY SERVICE MINIMUM DEPTH WATER -------------------------------- 7.0 SEWER-------------------------------- 5.0- E .0 - ELECTRIC ----------------------------4.0 - CABLE TV ---------------------------- 3.0 - PHONE--------------------------------3.0 - GAS SERVICE --------------------- 2.5- UTILITY PLAN LEGEND wr— PROPOSED WATER SERVICE sa svc sa sic PROPOSED SANITARY SEWER SERVICE GAS GAS PROPOSED GAS ETCF ETCF PROPOSED TELE, CABLE, ELEC. - FIBER TRENCH -T L TEL PROPOSED TELEPHONE UEL uEL PROPOSED UNDERGROUND ELECTRIC uTv uTV PROPOSED CABLE FO -FO PROPOSED FIBER OPTIC Q PROPOSED STORM SEWER wN PROPOSED WATER VALVE } m m PROPOSED GAS METER/VALVE E PROPOSED ELECTRIC TRANSFORMER 13 PROPOSED SEWER CLEANOUT __ 1�mli PROPOSED STORM INLET x L xAv, EASTING WATER MAIN XS< XSA EASTING SANITARY SEWER MAIN XSD KSD EASTING STORM SEWER . xETco xucc, E-ISTING ELEC, TELE, CABLE, GAS w Q EXISTING UNDERGROUND ELECTRIC OE_ OWL EASTING OVERHEAD ELECTRIC —xrV XTV x7V — EASTING CABLE — xFa xca xFa — EASTING FIBER OPTIC x:Re VRR E-ISTING IRRIGATION PIPE J EASEMENT — — PROPERTY LINE 5' STBK Q (E) EASTING ELECTRIC MANHOLE DQ EASTING DRAINAGE DRY -WELL H EASTING SEWER MANHOLE EASTING FIRE HYDRANT wv Z EASTING WATER VALVE GY EASTING GAS METER ® EASTING ELECTRIC TRANSFORMER ® E-ISTING ELECTRIC METER ® EJSTING TELEPHONE PEDESTAL m E-ISTING CATV PEDESTAL m EASTING SEWER CLEANOUT L m EXISTING SIGN Lu EXISTING STORM INLET J > 0 z w Z z U 3: U LLj a Lu O W LLj O = o z w p 0 U U J J z W W z z �Tt xETc XeTc EASTING ELEC, TELE, CABLE Z — XGAs XGAs XGAs — EASTING GAS O_ — xuT xuT MIT — EXISTING TELEPHONE > LU GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 O Z co CV cfl W m co 'w 0 M U O U7 ui Z Q t!�o Q p J -r' _ �Zrsj CD mC. LOQ UL U EXISTING UNDERGROUND ELECTRIC OE_ OWL EASTING OVERHEAD ELECTRIC —xrV XTV x7V — EASTING CABLE — xFa xca xFa — EASTING FIBER OPTIC x:Re VRR E-ISTING IRRIGATION PIPE --------- EASEMENT — — PROPERTY LINE 5' STBK 5 -SETBACK (E) EASTING ELECTRIC MANHOLE DQ EASTING DRAINAGE DRY -WELL SO EASTING SEWER MANHOLE EASTING FIRE HYDRANT wv EASTING WATER VALVE GY EASTING GAS METER ® EASTING ELECTRIC TRANSFORMER ® E-ISTING ELECTRIC METER ® EJSTING TELEPHONE PEDESTAL © E-ISTING CATV PEDESTAL co 0 EASTING SEWER CLEANOUT E-ISTING LIGHT POLE - o - EXISTING SIGN Lu EXISTING STORM INLET GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. 80 O Z co CV cfl W m co 'w 0 M U O U7 ui Z Q t!�o Q p J -r' _ �Zrsj CD mC. LOQ UL U DATE: DEC. 11, 2015 JOB NO. 14040 SHEET C5 H W U) z J LLi Lu J O 0 O z Q > Q Lu < J > W z NJ < LLj a Lu O W LLj O = o z w OLLI 'Y _ I z Q J J Q z LL.. DATE: DEC. 11, 2015 JOB NO. 14040 SHEET C5 13113 9� 8 I PROPOSED ADA RAMP, TYP. RE CIVIL AT GRADE AND RAISED PLANTER 42" SCREEN FENCE AT GRADE PLANTING BED TRANSITION FROM ROLL CURB TO VERTICAL CURB ROLL CURB FLUSH RIBBON CURB ROLL CURB LANDSCAPE MEDIAN CURB CUT, TYP. DROP OFF PARKING AND VALET SERVICE AREA AT GRADE PLANTING BED, TYP. CONTINUATION OF PUBLIC SIDEWALK TO SECOND FLOOR TERRACE/PUBLIC ACCESS PEDESTRIAN CROSSING AT GRADE PLANTING BED, TYP. 24" RAISED PLANTER DURANT STREET LEGEND PROPERTY LINE PROPERTY LINES ADU CONCRETE WALL/PLANTER ADU CONCRETE RISERS PRELIMINARY NOT FOR CONSTRUCTION J j rowland+broughton architecture /urban design /interior design 234 e hopkins ave 1830 blake st, ste 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants bluegreen 300 s spring st, suite 202 aspen, co 81611 970.429.7499 0 970.429.9499 f www.bluegreenaspen.com Issue: 12.11.15 FINAL PLANNED DEVELOPMENT APPROVAL -APPROVAL PLAN SET SKY HOTEL 709 E. DURANT AVENUE ASPEN, CO 81611 NORTH PROJECT NO: 21406 DWG FILE: BG L SERIES SKY HOTEL.dwg SHEET TITLE STREET LEVEL MATERIALS PLAN SCALE: o 8 16 L300 COPYRIGHT 2014 ROWLAND-BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWILAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAYBE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND-BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. BENCH INTEGRATED INTO f� 5 �Q SITE WALL; LESS THAN 30" L901 BIKE RACK ), \L901f f BOLLARD 1 If ® L901 SILVA CELL; 1j RE: CIVIL 42" FENCE SCREEN ` ---4 1 901 GRAVEL PROPERTY LINES ADU CONCRETE WALL/PLANTER ADU CONCRETE RISERS PRELIMINARY NOT FOR CONSTRUCTION J j rowland+broughton architecture /urban design /interior design 234 e hopkins ave 1830 blake st, ste 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants bluegreen 300 s spring st, suite 202 aspen, co 81611 970.429.7499 0 970.429.9499 f www.bluegreenaspen.com Issue: 12.11.15 FINAL PLANNED DEVELOPMENT APPROVAL -APPROVAL PLAN SET SKY HOTEL 709 E. DURANT AVENUE ASPEN, CO 81611 NORTH PROJECT NO: 21406 DWG FILE: BG L SERIES SKY HOTEL.dwg SHEET TITLE STREET LEVEL MATERIALS PLAN SCALE: o 8 16 L300 COPYRIGHT 2014 ROWLAND-BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWILAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAYBE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND-BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. Q1< 113 0 F2 w I z a U) 0 U) 3 DURANT STREET LEGEND SYMBOL DESCRIPTION/NAME QUANTITY TREES TYP. DECIDUOUS TREE OR EVERGREEN TREES PERENNIAL PLANTING AREAS HARDY PERENNIAL/ GROUNDCOVER AREAS NOTE 42 3410 SF 1, PLANT SPECIES, SIZE, SPACING, AND QUANTITIES ARE SUBJECT TO CHANGE PRELIMINARY NOT FOR CONSTRUCTION rowland+broughton architecture/ urban design/ interior design 234 e hopkins ave 1830 blake st, ste 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants bluegreen 300 s spring st, suite 202 aspen, co 81611 970.429.7499 o 970.429.9499 f www.bluegreenaspen.com Issue: 12.11.15 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVAL PLAN SET SKY HOTEL 709 E. DURANT AVENUE ASPEN, CO 81611 NORTH PROJECT NO: 21406 DWG FILE: BG L SERIES SKY HOTEL.dwg SHEET TITLE STREET LEVEL PLANTING PLAN SCALE: 0 8 16 L401 COPYRIGHT 2014 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAYBE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAINALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. 91�113 (9, ci3 LEGEND SYMBOL DESCRIPTION/NAME QUANTITY TREES 0 TYP. DECIDUOUS TREE 27 PERENNIAL PLANTING AREAS HARDY PERENNIAL/ 3410 SF GROUNDCOVER AREAS NOTE 1. PLANT SPECIES, SIZE, SPACING, AND QUANTITIES ARE SUBJECT TO CHANGE PRELIMINARY NOT FOR CONSTRUCTION rowland+broughton architecture/ urban design/ inferior design 234 a hopkins ave 1830 blake st, ste 200 aspen, co 81611 denver,co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants bluegreen 300 s spring st, suite 202 aspen, co 81611 970.429.7499 o 970.429.9499 f www.bluegreenaspen,com Issue: 12.11.1.5 FINAL PLANNED DEVELOPMENT APPROVAL -APPROVAL PLAN SET SKY HOTEL 709 E. DU RANT AVENUE ASPEN, CO 81611 NORTH PROJECT NO: 21406 DWG FILE: BG L SERIES SKY HOTEL.dwg SHEET TITLE ROOF LEVEL PLANTING PLAN °SCALE: '08 16 L4 01- R COPYRIGHT 2614 ROWLAND-BROUGHTOH ARCHITECTURE AND URBAN DESIGN THEINFORMATION AND DESIGN INTENT CONTAINED ON THISDOCUMENTIS THE PROPERTY OF ROVN.AND♦BROUGHTON ARCHITECTUREANDURBAN DESIGN. NO PART OF THIS INFORMATION MAYBE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND-BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND�BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTCRY AND OTHER RESERVED RIGHTS, INCLUDINGCOPYRIGH T THERETO. H W W 5-0" SE DURANT AVE E rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o / 303.308.1375 f fJ i rowland+broughton architecture / urban design / interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: PROPOSED SITE PLAN SCALE: 1/16" = V-0" PD1.1 COPYRIGHT 2015 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND.BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROW LAND+SROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND•BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ) (1*'* 6)9 ?S ANSI COMPLIANT RAMP/CURB CUT ACCESSIBLE ROUTE FR( PUBLIC WAY TO BUILDI ENTRAN ANSI COMPLIANT RAMP/CURB CUT ACCESSI ADA RAMP/FLUSH LANDING ADA RAMP/FLUSH LANDING ANSI COMPLIANT RAMP/CURB CUT 4- I �. ITIS>,PEDESTRIAN !AI LAA/AY a aspen, co 81611 g 970.544.9006 o 4 _ ACCESSIBLE ROUTE FR( PUBLIC WAY TO BUILDI ENTRAN ANSI COMPLIANT RAMP/CURB CUT ACCESSI ADA RAMP/FLUSH LANDING ADA RAMP/FLUSH LANDING ANSI COMPLIANT RAMP/CURB CUT 4- I �. ITIS>,PEDESTRIAN !AI LAA/AY F 3j2 " 5 � f 2 2 � q f� I I ACCESSIBLE ROUTE TO PUBLIC WAY 2 _I C�C G __...—_�...,.�.......,.., .>..,,-,.._...�.._...-- ___�_. _._....�.....�._ —... .. ._._.y.-.�_ ___..,«...-Vis,....._ .".._,>,...z.r__--.. 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RAMP/CURB CUT+ _ DESIGNATED PEDESTRIAN WALKWAY t ANSI COMPLIANT RAMP/CURB CUT s I I Y rowland+broug hton architecture / urban design / interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f , I IkL,... y � 1 ANSI COMPLIANT �. RAMP/CURB CUT+ _ DESIGNATED PEDESTRIAN WALKWAY t ANSI COMPLIANT RAMP/CURB CUT s I I Y rowland+broug hton architecture / urban design / interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT N0: 21406.60 SHEET TITLE: SITE ACCESSIBILITY PLAN SCALE: 1/16" =—l'—O" PD1.2 COPYRIGHT 2015 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. 3 K >2 62cm� THE LITTLE NELL HOTEL (4 - STORY) ao LLE PROPO AMENII 2,575 SI 1— W W H CD Z w CL CA 2 H PROPOSED AMENITY SP PUBLIC ROC 6,575 SF PROPOSED PUBLIC AMENITY SPACE 2ND LEVEL PATIO 1,362 SF PROPOSED PUBLIC AMENITY SPACE STREET LEVEL AREA 2,575+855 3,430 SF SUB -TOTAL 2ND LEVEL PATIO 1,362 SF PUBLIC ROOF DECK 6,575 SF 11,367 SF TOTAL (47.4%) NET LOT AREA 24,001 SF H 1 PROPOSED PUBLIC AMENITY SPACE PLAN PD1.3b SCALE: 1/16" = 1'-0" M r e architecture /urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f 1 H 1 PROPOSED PUBLIC AMENITY SPACE PLAN PD1.3b SCALE: 1/16" = 1'-0" M r e architecture /urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: PROPOSED PUBLIC AMENITY SPACE PLAN SCALE: 1/16" = 1'-0" PD1.3b COPYRIGHT 2015 ROWLAND • BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. 131<113 q2c rowland+broughton architecture/ urban design / interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: SNOW STORAGE & SNOW SHEDDING PLAN SCALE: 1/16" = 1'-0" PD1.4 COPYRIGHT 2015 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND.BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND-BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. )31( It3 PROPERTY LINE _ _ __ _---- - _-_ ------------ _.- ___._ _ -_-__ __ _ __ _ _ - __ _ _____ - .------- -_ ._ _ E I E SNOW STORAGE/SNOW SHEDDING i 1. ALL SLOPED ROOF AREAS (DESIGNATED SNOWFENCE AREAS BELOW)WILL 1 RETAIN SNOW WITH SNOWFENCES AND/OR CLIPS, HAVE GUTTER & DOWNSPOUTS i --- — - -- I TO COLLECT AND DISPERSE WATER, HEAT TRACE WILL BE INSTALLED AT SPECIFIC AREAS AS DESIGNED. { 2. ALL FLAT ROOFS AND PLANTERS WILL RETAIN SNOW AS DESIGNED. 3. ALL DECK AREAS HAVE IN -SLAB SNOWMELTED REGIONS, OTHER AREAS NOT ! � I SNOWMELTED WILL BE MAINTAINED/SHOVELED ONTO SNOWMELTED REGIONS. 4. ALL LODGE UNIT PRIVATE FLAT DECKS WILL HAVE IN -SLAB SNOWMELT. LU I _j LU i I _ ( € - PROPERTY LINE _ --- - T SNOWMELTED AREA AS SHOWN WITH CROSS HATCH PATTERN, I 3 POOL OTHER DECK AREAS NOT SNOWMELTED WILL BE SHOVELED i - I ONTO SNOWMELTED AREAS ' Z --- — __. _ PROPERTY LINE _ _ - _ ------------ -_-_....... ELEV ELEV - LU g € 0� will ------ i I tI e i c iit Uj_._ _ _ _ — — — _ LU CL _---- • - - - -- - ----------- - - ----- o I i • - - - i .......__.� �...._.� I 3; I � I i I � E i I I - _ _ i __ - _ -- __ Al i I E � 10 _ --------- - PROPERTY LINE AR0,F IN rowland+broug hton architecture / urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: SNOW STORAGE & SNOW SHEDDING PLAN SCALE: 1/16" = 11-0" PD1.5 COPYRIGHT 2015 ROWLAND +BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. SK 113 6)5 F7 2 PD4.1 D STO N SHORING WALLgr 777_7 ..- z F 303.308.1373 o ' i ;. W i a 0' — DQSM t: _ FFICE i If SAES I f e'F � __ �� _ ::M -'.STAIR 2 f I i I � f SETBACK I { M ST FF UP S2 LOC ER i } DACES Lo � � I a { M?? II i D STO -0" SETBACK COQ ALINE OF BUILDING ABOVE 4e- oaf -0" SETBACK 8 _- ------- »_ — _ _ __---.__ __ ......... �5'-0" SETBACK OF BUILDING ABOVE PROPERTY LINE J p N SHORING WALLgr 777_7 ..- z F 303.308.1373 o ' i ;. W i a 0' 1 -------------------------------' a I 1, f: If BACKUP GENERATOR I � � __ �� _ ::M -'.STAIR 2 �� I f SETBACK i UP S2 i } DACES f ' I i � � I a { i W Iz J U) Y O KING SPACES U) ( I I 5'-0" SETBACK a 1'6"x1'6" LOCKER O E a DACES 1 E I FFIC l 5'-0" SETBACK -0" SETBACK COQ ALINE OF BUILDING ABOVE 4e- oaf -0" SETBACK 8 _- ------- »_ — _ _ __---.__ __ ......... �5'-0" SETBACK OF BUILDING ABOVE PROPERTY LINE J p N SHORING WALLgr 777_7 ..- .., . ,.... I 303.308.1373 o 970.544.3473 f i ;. i / 1 -------------------------------' -0" SETBACK COQ ALINE OF BUILDING ABOVE 4e- oaf -0" SETBACK 8 _- ------- »_ — _ _ __---.__ __ ......... �5'-0" SETBACK OF BUILDING ABOVE PROPERTY LINE J p N SHORING WALLgr 777_7 ..- .., . ,.... I 303.308.1373 o 970.544.3473 f i ;. -0" SETBACK COQ ALINE OF BUILDING ABOVE 4e- oaf -0" SETBACK 8 _- ------- »_ — _ _ __---.__ __ ......... �5'-0" SETBACK OF BUILDING ABOVE PROPERTY LINE J p 1 PD4.2 BASEMENT LEVEL FLOOR PLAN SCALE: 1/16" = 1'-0" rowland+broughton architecture/ urban design/ interior design 234 e. hopkins ave. N SHORING WALLgr 777_7 ..- .., . ,.... I 303.308.1373 o 970.544.3473 f 303.308.1375 f ;. 1 -------------------------------' 3 1 I If BACKUP GENERATOR I � � __ �� _ ::M -'.STAIR 2 �� I f SETBACK UP DACES I W Iz J KING SPACES ( I k tk I t O E a DACES ENG.. FFIC l � I � I I SHORINN( MLL \ \ EXISTINGPARKINGABOVE N \ \ \\ \\ I \\ A—\-- \ \ \ \ 144'-3 1/2" \ \ \ _ �---- PROPERTY LINE 1 PD4.2 BASEMENT LEVEL FLOOR PLAN SCALE: 1/16" = 1'-0" rowland+broughton architecture/ urban design/ interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: BASEMENT LEVEL FLOOR PLAN SCALE: 1/16" = 1'-0" PD2.0 COPYRIGHT 2075 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+SROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. 1 PD5.2 z PD4.1 THE LITTLE NELL HOTEL (4 - STORY) W H LINE OF FOUNDATION WALL BELOW 5'-0" SETBACK -0" SETBACK UNDERGROUND 1 PD4.1 CHATEAU 1830 blake st. ste. 200 CHATEAU denver, co 80202 i DUMONT 970.544.3473 f CHAUMONT (3 - STORY) (3 -STORY) i i 4 1 PD5.2 i i i i EXISTING DUMONT PARKING I I U m ALLEY uj 0 PD4.2 ALPS ACCESS/DRIVEWAY ASPEN ALPS BUILDING (2 - STORY) DN LEVEL 1 FLOOR PLAN SCALE: 1/16" = 1'-0" architecture / urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: LEVEL 1 FLOOR PLAN SCALE: 1/16" PD2.1 COPYRIGHT 2015 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. S V 113 62 q/ 1 PD5.2 2 PD4.1 THE LITTLE NELL HOTEL (4 - STORY) Y U Q O] F- LU U O PROPERTY LINE O O r DECK II DECK " j - LODGE LODGE UNIT UNIT I I DECK 2'-4". DECK I �UP unH I CHU LINEN STAIR 1 i DUMONT CHAUMONT DN (3 - STORY) (3 - STORY) II LODGE LODGE UNIT UNIT I I I Ili } m I LODGE LODGE Q I Q UNIT UNIT Q t1� I{ � m LU L%J L. 11 Q I W p LODGE LODGE 0� UNIT UNIT W 1 0 PD5.2 D I a LU LODGE LODGE W I UNIT UNIT ---- --------� IiM I[ F _ _ __ -------_---- ..-. ----- _._. ._._.__. .... .. ... ........... __ _. -_---_ -_. __--_-_ _... ............ Y Z j. I m LODGE LODGE I w Q - LU o UNIT UNIT = m ALLEY a LU LO 5'-0" SETBACK o 2 LO O PROPERTY LINE _ _-_ � LODGE - _•m Y iv•wY __._._- _ -__.-_ _. PD4.2 UNIT o o I 1 PD4.1 TEMP TRANSPARENT SOUND BARRIERS, 8'-0" MAX HEIGHT (4'-6" ABO\ 3'-6" ROOF/PARAPET DEC�ROOFBELOW „. DN aspen, co 81611 UNIT UNIT UNIT --- --- �----------_------------------ ----------------- DECK -------- _--------- �; rn __-----_--_ , DEC KITCHEN I I DN DN E ' ,. - 5'-9" LOUNGE/PATIO AREA DECK'.� DECK RESIDENCE OP TO OVERLOOK LODGE LODGE LODGE LODGE LODGE LODGE LODGE LODGE LODGE LODGE DECK gELO UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT FRT. W , M I I '' DN UP ELEV. R.R. R.R. _; I----------------------------------------------- --------------------��— TAIR 2 ' .. STONE WALL & GREEN WALL _. __... COm F Uj -- --_ ---------- ---SOUND TEMP TRANSPARENT PROPERTY LINE -� - / Q Y �•- SOUND BARRIERS, 8'-0" MAX HEIGHT (4'-6" ABOVE 3'-6" ROOF/PARAPET �Q� ��Q �.. _ � < �� o •. �� - ' �� .._. y ALPS ACCESS/DRIVEWAY TEMP TRANSPARENT SOUND BARRIERS, 8'-0" MAX HEIGHT (4'-6" ABO\ 3'-6" ROOF/PARAPET 8 1 PD5.1 1 PD4.2 LEVEL 2 FLOOR PLAN SCALE: 1/16" = 1'-0" Aw®r architecture/ urban design/ interior design 234 e. hopkins ave. 1830 blake St. ste. 200 aspen, co 81611 UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT UNIT 970.544.3473 f i J KITCHEN DN ' ,. - PRIVATE LOUNGE/PATIO AREA DECK'.� DECK RESIDENCE I E (2 - STORY) f� tiFL Luw b w SCREENWALL ON � -, - _; I----------------------------------------------- --------------------��— O .. STONE WALL & GREEN WALL _. __... COm F Uj -- --_ ---------- ---SOUND TEMP TRANSPARENT PROPERTY LINE / Q Y �•- SOUND BARRIERS, 8'-0" MAX HEIGHT (4'-6" ABOVE 3'-6" ROOF/PARAPET �Q� ��Q �.. _ � < �� o •. �� - ' �� .._. y ALPS ACCESS/DRIVEWAY QNd5 G k' 10 ASPEN ALPS BUILDING (2 - STORY) 8 1 PD5.1 1 PD4.2 LEVEL 2 FLOOR PLAN SCALE: 1/16" = 1'-0" Aw®r architecture/ urban design/ interior design 234 e. hopkins ave. 1830 blake St. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: LEVEL 2 FLOOR PLAN SCALE: 1/16" = 1'-0" PD2.2 COPYRIGHT 2015 ROWLAND I BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. �31< ( I� 6)5 9 a 1 PD5.2 2 PD4.1 LU w f� V Z w THE LITTLE NELL HOTEL (4 - STORY) 5'-0" SETBACK I: Y U Q m W V) 0 0 No ASPEN ALPS BUILDING (2 - STORY) LEVEL 3 FLOOR PLAN SCALE: 1/16" = 1'-0" a0,116, IN r-, �F FF F � „FF f %SII i architecture/ urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: LEVEL 3 FLOOR PLAN SCALE: 1/16" = 1'-0" PD2.3 COPYRIGHT 2015 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. �5 k i 13 Vfn 93 z PD4.1 F— W W F— C� Z IX tl Cn F— O V) THE LITTLE NELL HOTEL (4 - STORY) 6'-3" OVERHAN( 5-0" SETBACK CO Y -------..._._ 1- U 1 PD4.1 ASPEN ALPS BUILDING (2 - STORY) 1 PD4.2 GLORY HOLE HANG CONDOMINIUMS Po5.2 51 SETBACK (3 -STORY) -HANG I i I PRIVATE I RESIDENCE (2 - STORY) I LEVEL 4 FLOOR PLAN SCALE: 1/16" = 1'-0" rowland+broughton architecture/ urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: LEVEL 4 FLOOR PLAN SCALE: 1/16" = 1'-0" PD2.4 COPYRIGHT 2015 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. 1 PD5.2 2 PD4.1 2 PD5.2 THE LITTLE NELL HOTEL (4 - STORY) TEMP TRANSPARENT SOUND BARRIER, (8'-0" MAX HGT AFF) V Z U) 0 U) TEMP TRANSPARENT SOUND BARRIER, (8'-0" MAX HGT AFF) 5'-0" SETBA Y U Q m H W CO 1 PD4.1 IN ASPEN ALPS BUILDING (2 - STORY) ROOF LEVEL FLOOR PLAN SCALE: 1/16" = 1'-0" Frwmm01 �m LW--. A rowland+broughton architecture/ urban design/ interior design 234 e. hopkins ave. 2 aspen, co 81611 denver, co 80202 PD5.1 i 303.308.1373 o 970.544.3473 f 303.308.1375 f j f IN ASPEN ALPS BUILDING (2 - STORY) ROOF LEVEL FLOOR PLAN SCALE: 1/16" = 1'-0" Frwmm01 �m LW--. A rowland+broughton architecture/ urban design/ interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: ROOF PLAN SCALE: 1/16" = 1'-0" PD2.5 COPYRIGHT 2015 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN, ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. I 2 2 A5,02 THE LITTLE NELL HOTEL (4 - STORY) ki 0 11 ml, 00 — — — — — — — — -- 101 PLANTER - ----- L�\JFA V11_11 Uj POOL LOUNGE .0 DECK AREA I �71 F -1 L _J Uj f", Uj__4 -- -------- 0 12 < zPOOL MECH & KITCHEN EXHAUST HIMNEY ENCLOSURE N ELEV 4 ii - ROOF L ADA -4- _j li LEDGE -.4 L LO 33* IIIto F EIt F � DN JE 711 Ill 1 NTE RODF LU 0 z T ROOF 0 < D PLANTER BAR W/ PLNTR . a < TRELLIS ABOVE 71 LOUNGE DECK AREA BAR DECK AREA ------ -PLAWEq PLANTER' - - ------------- -7 Rb PRAILI 11 1 F - - - ------- F 4" 12"=— -3 S 2 or 0 F R , 6 ,KFORMATII PROPERTf—LINE 3" 12 12— oo int 1 DN, SEE LEVEL 4 FLOOR PLAN FOR INFORMATION 19 ERATOR AGE,EXFI-AU$Tr: Lo R L IE tSTO P ELEVATION LABEL ELEVATION OF FINISHED GRADE — — — — — — — — — — — — — — — — — - - MOST RESTRICTIVE ROOF HEIGHT OVER TOPOGRAPHY — - — ----- 1 7942'- 5" 7942'- 4" NATURAL 7981'- 0" 38'- 8" 2 7941'- 9" 7942'- 1" 5" 12" 7981'- 7" 39-101, HEIGHT CALCULATION NOTES. 7942'- 0" 7942'- 1" PROPOSED 7981'- 0" 39'- 0" 4 7941'- 7" 7942'- 1" PROPOSED 1. NATURAL GRADE IS INTERPOLATED GRADE PER'= 39'- 5" 5 7939'- 1" 7939'- 10" PROPOSED 7978'- 7" 39'- 6" 6 7938'- 9" 7938'- 8" NATURAL 7978'- 7" 39'- 11 7 CIVIUSURVEY DOCUMENTS 7937'- 10" PROPOSED 7977'- 0" 39' - 5" 8 7937'- 11 KQ� 2. DORMERS MEET EXCLUSION 26.575.020.F.2.gi PROPOSED 7971'- 5" . 9 - 7938'- 8" 5" 12"____ 7978'- 7" 391-11.1 .. .............. 7940'- 0" PROPOSED 7978'- 2" 39'- 11 11 7942'- 0" 7942'- 2 1/4" PROPOSED 7981'- 10" 2 12 LESS THAN 50% OF ROOF 7942'- 10" NATURAL 7973'- 5" 30' - 5" 3. CHIMNEYS, FLUES, & VENTS ALL MEET EXCLUSION 7941'- 10" 7943'- 1" PROPOSED ��Z' �/l 34'- 4" 14 7941'- 5" 7943'- 4" PROPOSED 7974'- 5" 33' - 0" 15 7940'- 10" 7943'- 7 PROPOSED 7973'- 5" 32'- 7 26.575.F.4.all - 7944'- 2" NATURAL 7971' - 10" 27'- 8" 17 7940'- 10" 7943'- 11 PROPOSED 4. ELEVATOR ENCLOSURE MEETS EXCLUSION 35'- 9" 18 7942'- 2" 7944'- 4" PROPOSED 7974'- 5" 32'- 4" 19 7946'- 11 7945'- 5" 26.575.F.4.c 7976'- 7" 31'- 2" PTAIR 7947'- 0" 7946- 2" 5. ROOFTOP RAILINGS MEET EXCLUSION 26.575.F.4.d 7973'- 5" 28'- 3" D 7946'- 10" 7945- 2" 6. MECH EQUIP MEET EXCLUSIONS 26.575.F.4.e 7974'- 4" 29'- 2" 3+ 7947'- 0" 7944'- 10" 7. TRELLIS, ROOFTOP AMENITIES (BAR, BUILT-INS9 7976'- 2" / '• - _.__. O �.' -�-�� 7947'- 0" 7944'- 4" BBQ FIREPITS, POOL, SPAS MEET EXCLUSIONS,--' .'' F.4.k PLANTER - ----- L�\JFA V11_11 Uj POOL LOUNGE .0 DECK AREA I �71 F -1 L _J Uj f", Uj__4 -- -------- 0 12 < zPOOL MECH & KITCHEN EXHAUST HIMNEY ENCLOSURE N ELEV 4 ii - ROOF L ADA -4- _j li LEDGE -.4 L LO 33* IIIto F EIt F � DN JE 711 Ill 1 NTE RODF LU 0 z T ROOF 0 < D PLANTER BAR W/ PLNTR . a < TRELLIS ABOVE 71 LOUNGE DECK AREA BAR DECK AREA ------ -PLAWEq PLANTER' - - ------------- -7 Rb PRAILI 11 1 F - - - ------- F 4" 12"=— -3 S 2 or 0 F R , 6 ,KFORMATII PROPERTf—LINE 3" 12 12— oo int 1 DN, SEE LEVEL 4 FLOOR PLAN FOR INFORMATION 19 ERATOR AGE,EXFI-AU$Tr: Lo R L IE tSTO P ELEVATION LABEL ELEVATION OF FINISHED GRADE ELEVATION OF NATURAL GRADE MOST RESTRICTIVE ROOF HEIGHT OVER TOPOGRAPHY ACTUAL ROOF HEIGHT SURVEYOR OVER MOST RESTRICTIVE VERIFICATION 1 7942'- 5" 7942'- 4" NATURAL 7981'- 0" 38'- 8" 2 7941'- 9" 7942'- 1" PROPOSED 7981'- 7" 39-101, 3 7942'- 0" 7942'- 1" PROPOSED 7981'- 0" 39'- 0" 4 7941'- 7" 7942'- 1" PROPOSED 7981'- 0" 39'- 5" 5 7939'- 1" 7939'- 10" PROPOSED 7978'- 7" 39'- 6" 6 7938'- 9" 7938'- 8" NATURAL 7978'- 7" 39'- 11 7 7937'- 9" 7937'- 10" PROPOSED 7977'- 0" 39' - 5" 8 7937'- 11 7939'- 6" PROPOSED 7971'- 5" 33 - 6" 9 - 7938'- 8" NATURAL 7978'- 7" 391-11.1 10 7938'- 3" 7940'- 0" PROPOSED 7978'- 2" 39'- 11 11 7942'- 0" 7942'- 2 1/4" PROPOSED 7981'- 10" 39' - 10" 12 7943'- 0" 7942'- 10" NATURAL 7973'- 5" 30' - 5" 13 7941'- 10" 7943'- 1" PROPOSED 7976'- 2" 34'- 4" 14 7941'- 5" 7943'- 4" PROPOSED 7974'- 5" 33' - 0" 15 7940'- 10" 7943'- 7 PROPOSED 7973'- 5" 32'- 7 16 - 7944'- 2" NATURAL 7971' - 10" 27'- 8" 17 7940'- 10" 7943'- 11 PROPOSED 7976'- 7" 35'- 9" 18 7942'- 2" 7944'- 4" PROPOSED 7974'- 5" 32'- 4" 19 7946'- 11 7945'- 5" NATURAL 7976'- 7" 31'- 2" 20 7947'- 0" 7946- 2" NATURAL 7973'- 5" 28'- 3" 21 7946'- 10" 7945- 2" NATURAL 7974'- 4" 29'- 2" 22 7947'- 0" 7944'- 10" NATURAL 7976'- 2" 31- - 4" 23 7947'- 0" 7944'- 4" NATURAL 7973'- 5" 29'- 1" 24 - - - - 25 7946'- 10" 7944'- 4" NATURAL 7983'- 8" 39'- 4" 26 7946'- 10" 7943'- 8" NATURAL 7981'- 11 38'- 3" 27 - 7943'- 5" NATURAL 7981'- 10" 38'- 5" 28 - 7943'- 4" NATURAL 7982'- 0" 38'- 8" 29 - 7943'- 10" NATURAL 7983'- 9" 39'- 11 30 - 7943'- 9" NATURAL 7981'- 10" 38'- 1" 31 - 7944'- 8" NATURAL 7982'- 3" 38--7 32 - 7939'- 4" NATURAL 7978'- 8" 39'- 4" 33 - 7942'- 1" NATURAL 7981'- 8" 39'- 7" 34 7944'- V NATURAL 7971' - 11 28'- 10" GLORY HOLE CONDOMINIUMS 7915 (3 - STORY) k-4� U) 2 U, 7946 1 F T LU 0 I �010 oo 5"/12"--5" 12" —:::::2" 12— LO F-1 P PERTY LINE ALPS ACCESS/DRIVEWAY PRIVATE ESIDENOE (2 - STORY) 77 C) 0 _r�l T —1, -FT -Jm-'17- - TT 7 X 7L 0 ASPEN ALPS BUILDING (2 - STORY) 01 ,olop 01 13 .01 13 2BA� A5,01 J .02 PLAN TRUE NORTH NORTH Z1.1 HEIGHT OVER TOPOGRAPHY PLAN SCALE: 1/16" = 1'-0" —1 <2. _ D FA K LE G,E ND. F4NISHED GRADE ------- /NATURAL GRADE rowland+broughton architecture/ urban design/ interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: HEIGHT OVER TOPOGRAPHY SCALE: 1/16" = 1'-0" - ------- Z1.1 COPYRIGHT 2015 ROWLAND - BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROLGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUG HTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO, eaw 1/ 3 &C q 1, z W w MATERIALS LEGEND EE &' WIDE HORIZONTAL WOODSIDING Fq 14" WIDE HORIZONTAL WOOD SIDING # I! El I:" 6" WIDE VERTICAL i. Iii WOOD SIDING NATURAL STUCCO 38' - 8" STONE VENEER I METAL ROOF 01 PROPOSED WOOD SLATS 39 - 10" Ji z JjJj n- o o FIREPLACE FLUE Q 1/2 POINT FROM EAVE TO RIDGE W FIREPLACE FLUE 1/2 POINT FROM MECH VENT/CHIMNEY RECESSED & 1/2 POINT FROM P EAVE TO RIDGE PAINTED TO MATCH ADJACENT EAVE TO RIDGE T.O. CONC. T.O. CONC, DECK FIREPLACE FLUE wA2, R_OOF DE_C_K A_ _._ POINT _ ELEVATION LABEL ELEVATION OF FINISHED GRADE ELEVATION OF NATURAL GRADE MOST RESTRICTIVE ROOF HEIGHT OVER TOPOGRAPHY ACTUAL ROOF HEIGHT SURVEYOR OVER MOST RESTRICTIVE VERIFICATION 1 7942'- 5" 7942'- 4" NATURAL 7981'- 0" 38' - 8" 2 7941'- 9" 7942'- 1" PROPOSED 7981'- 7" 39 - 10" 3 7942'- 0" 7942'- 1" PROPOSED 7981'- 0" 39' - 0" 4 7941'- 7" 7942'- 1" PROPOSED 7981'- 0" 39'- 5" 5 7939'- 1" 7939'- 10" PROPOSED 7978'- 7" 39'- 6" 6 7938'- 9" 7938'- 8" NATURAL 7978'- 7" 39'- 11" 7 7937'- 9" 7937'- 10" PROPOSED 7977'- 0" 39'- 5" 8 7937'- 11" 7939'- 6" PROPOSED 7971'- 5" 33'- 6" 9 - 7938'- 8" NATURAL 7978'- 7" 39'- 11" 10 7938'- 3" 7940'- 0" PROPOSED 7978'- 2" 39'- 11" 11 7942'- 0" 7942'- 2 1/4" PROPOSED 7981'- 10" 39' - 10" 12 7943'- 0" 7942'- 10" NATURAL 7973'- 5" 30'- 5" 13 7941'- 10" 7943'- 1" PROPOSED 7976'- 2" 34' - 4" 14 7941'- 5" 7943'- 4" PROPOSED 7974'- 5" 33' - 0" 15 7940'- 10" 7943'- 7" PROPOSED 7973'- 5" 32'- 7" 16 - 7944'- 2" NATURAL 7971' - 10" 27'- 8" 17 7940'- 10" 7943'- 11" PROPOSED 7976'- 7" 35'- 9" 18 7942'- 2" 7944'- 4" PROPOSED 7974'- 5" 32' - 4" 19 7946'- 11" 7945'- 5" NATURAL 7976'- 7" 31'- 2" 20 7947'- 0" 7945'- 2" NATURAL 7973'- 5" 28'-3" 21 7946'- 10" 7945'- 2" NATURAL 7974'- 4" 29' - 2" 22 7947'- 0" 7944'- 10" NATURAL 7976'- 2" 31'- 4" 23 7947'- 0" 7944'- 4" NATURAL 7973'- 5" 29' - 1" 24 - - - - - 25 7946'- 10" 7944'- 4" NATURAL 7983'- 8" 39' - 4" 26 7946'- 10" 7943'- 8" NATURAL 7981'- 11" 38' - 3" 27 - 7943'- 5" NATURAL 7981'- 10" 38' - 5" 28 - 7943'- 4" NATURAL 7982'- 0" 38' - 8" 29 - 7943'- 10" NATURAL 7983'- 9" 39'- 11" 30 - 7943'- 9" NATURAL 7981'- 10" 38'- 1" 31 - 7944'- 8" NATURAL 7982'- 3" 38' - 7" 32 - 7939'- 4" NATURAL 7978'- 8" 39' - 4" 33 - 2'- 1" j NATURAL 7981' - 8" 39' - 7" 34 - 7944'- 1" NATURAL 7971' - 11" 28' - 10" T.O. CONC. LEVEL 4A 131'-0" C I T.O. CONIC --_LEVEL_3A b 121'-3" � - s � I T.O. CONC. € LEVEL 2A 11V-13" j I T.O. CONC. _ _LEVEL 1 A 100'-0" 12" EAVE TO RIDGE 5" 12" 1 F I�> a 1 >, 1 ak} . 3121 1z- - „ , > , IF - M pp *s t _F-.- Cflt> 3 _. N r 1., a r 4 � rix 2 4 } 1 >,.,, n :. o.: a .. ... .. .......... ... w:s ,,,,, ,2x2 , d'• ,. :., -. '. .>:mv tt} ;,)'#:'}#,. A # r IJ '�'- ,-.,,a.., „.,.,.-.-,s..uv..,,,., ...v.,.-,--.-�,. .,. ..,,,-� -.,, :..�:_a,._.v<..,,» .; , .... _ w P P P BATH EXHAUST VENT (TYP) DRIVE -THRU _ RECESSED PATIO/WALKWAY BELOW ALLEY ELEVATION a DECORATIVE TRIM RECESSED & PAINTED TO RECESSED & DETAILED TO MATCH ADJACENT P MECHANICAL BE SIM TO WDW BEYOND ALLEY ELEVATION GRILLE RECESSED & TOP OF WALUALLEY PAINTED TO MATCH SURFACE ADJACENT RECESSED WALKWAY & ALLEY (NORTH ELEVATION) PATIO AREA FIREPLACE FLUES T.O. CONC. I ROOF DECK B 137'-9" T.O. CONC. T.O. CONC. 4B denver, co 80202 _LEVEL 128'-0" 4( f TEMP SOUND WALL 4 T.O.CONC. 1a to LEVEL 36 0 118-3" i T.O. CONC. — L_EVEL 2B_ 108'-6" E T.O. CONC. -` 1 B - �LEVEL 9T-0" ROOF DECK B PLANTERS W LU LU Ji DORMER IS 2- EXCLUDED FROM a HEIGHT w CALCULATIONS TEMP SOUND WALL a T.O. CONC. DECK FIREPLACE FLUE 1/2 POINT FROM EAVE TO RIDGE GLASS GUARDRAIL @ POOL Tiz it it i if tj If 11 ; 3! It t#. AL .... . iL__.. Ei . _ I1 _ i£ h { a.; �p # rv 1211 t; 511 !a: L—A , r .r A x � z c� r' x r r. Fl , � r , , .z L : ,d �14 — � y X S :. ```� .:......x.�. ...x ... ' ltt! r L , M s, i , # - „fes,: I 4r r r 5* 3 C , t f 4 , , , „- MECHANICAL GRILLE BATH EXHAUST VENT (TYP) RECESSED & PAINTED TO RECESSED & PAINTED TO MATCH ADJACENT MATCH ADJACENT ELEV OVERRUN BEYOND 1/2 POINT FROM EAVE TO RIDGE d., ., MAIN ENTRY MECH KITCHEN FLUES CHIMNEY, PAINTED TO MATCH ADJACENT ELEVATOR OVERRUN ma� # , Atr r 2" GLASS GUARDRAIL BEYOND TEMP SOUND WALL FIREPLACE FLUES 1/2 POINT FROM EAVE TO RIDGE DURANT AVE. (NORTH ELEVATION) w z T.O. CONC. aspen, co 81611 denver, co 80202 ROOF DECK A 303.308.1373 o TEMP SOUND WALL z 1a to 0 �x IL �Q TRELLIS w s� ;Uj� T.O. CONC. DECK i T.O. CONC. E( f ROOF DECK B EXCLUDED FROM W 137'-9" E Z rn CALCULATIONS — T.O. CONC. i LEVEL 4B 128'-0" "_ q CP a E £t €# f CID — — — T.O. CONC. x ddtt i# £i 11 313 If #d till. e _LEVEL 1 11 118-3 a0i� CA . _ . - T.O. CONC. LEVEL 26 al , 5 108 -6 _ 33 I —�� T.O. CONC. 1 NORTH EXTERIOR ELEVATION ��4. SCALE: 3/32" = 1'-0" T.O. CONC. aspen, co 81611 denver, co 80202 ROOF DECK A 303.308.1373 o TEMP SOUND WALL z 0 f �Q TRELLIS FIREPLACE FLUE ;Uj� T.O. CONC. DECK 1/2 POINT FROM DORMER IS E( f EAVE TO RIDGE EXCLUDED FROM W HEIGHT Z CALCULATIONS — _ _ 121'-3" �Uj a� 0 a E £t €# f II 3i 34 x ddtt i# £i 11 If #d till. a0i� 2 I al , 5 _ 33 , TEMP SOUND WALL _ } l.: x T.� i3 � iY {5 1 - t v`r4•• - x z` M� Af _ a LEVEL 2 PATIO AREA _11,,.- FTIIA # I T.O. CONC. _ LEVEL 2A� 111'-6" k_1 T r -' .O. CONC. --_---_____LEVEL 1-A 7941' - 0" 1001-01, GARAGE ENTRY 2 WEST EXTERIOR ELEVATION ��4. SCALE: 3/32" = 1'-0" LEVEL- B 7 97'-0" � rowland+broughton architecture/ urban design /interior design 234 e. hopkins ave, T.O. CONC. aspen, co 81611 denver, co 80202 ROOF DECK A 303.308.1373 o 970.544.3473 f 140'-9" f € T.O. CONC. LEVEL 4A 131'-0" E( f T.O. CONC. LEVEL 3A,__-- — _ _ 121'-3" # I T.O. CONC. _ LEVEL 2A� 111'-6" k_1 T r -' .O. CONC. --_---_____LEVEL 1-A 7941' - 0" 1001-01, GARAGE ENTRY 2 WEST EXTERIOR ELEVATION ��4. SCALE: 3/32" = 1'-0" LEVEL- B 7 97'-0" � rowland+broughton architecture/ urban design /interior design 234 e. hopkins ave, 1830 blake St. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: PROPOSED EXTERIOR ELEVATIONS SCALE: As indicated PD4.1 COPYRIGHT 2015 ROWLAND • BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. I i5 MATERIALS LEGEND ELEVATION OF FINISHED GRADE 8" WIDE HORIZONTAL MOST RESTRICTIVE WOODSIDING ACTUAL ROOF HEIGHT SURVEYOR OVER MOST RESTRICTIVE VERIFICATION 14" WIDE HORIZONTAL 7942'- 5" WOOD SIDING NATURAL 6" WIDE VERTICAL 38'- 8" WOOD SIDING 7941'- 9" STUCCO PROPOSED 7981'- 7" 39 - 10" STONE VENEER 7942'- 0" 7942'- 1 " PROPOSED METAL ROOF 01 39'- 0" WOOD SLATS ELEVATION LABEL ELEVATION OF FINISHED GRADE ELEVATION OF NATURAL GRADE MOST RESTRICTIVE ROOF HEIGHT OVER TOPOGRAPHY ACTUAL ROOF HEIGHT SURVEYOR OVER MOST RESTRICTIVE VERIFICATION 1 7942'- 5" 7942'- 4" NATURAL 7981'- 0" 38'- 8" 2 7941'- 9" 7942'- 1 " PROPOSED 7981'- 7" 39 - 10" 3 7942'- 0" 7942'- 1 " PROPOSED 7981'- 0" 39'- 0" 4 7941'- 7" 7942'- 1" PROPOSED 7981'- 0" 39'-5" 5 7939'- 1" 7939'- 10" PROPOSED 7978'- 7" 39'- 6" 6 7938'- 9" 7938'- 8" NATURAL 7978'- 7" 39'- 11 7 7937'- 9" 7937'- 10" PROPOSED 7977'- 0" 39' - 5" 8 7937'- 11 7939'- 6" PROPOSED 7971'- 5" 33' - 6" 9 - 7938'- 8" NATURAL 7978'- 7" 39'- 11 10 7938'- 3" 7940'- 0" PROPOSED 7978'- 2" 39'- 11 11 7942'- 0" 7942'- 2 1/4" PROPOSED 7981'- 10" 39'- 10" 12 7943'- 0" 7942'- 10" NATURAL 7973'- 5" 30' - 5" 13 7941'- 10" 7943'- 1" PROPOSED 7976'- 2" 34' - 4" 14 7941'- 5" 7943'- 4" PROPOSED 7974'- 5" 33'- 0" 15 7940'- 10" 7943'- 7" PROPOSED 7973'- 5" 32' - 7" 16 - 7944'- 2" NATURAL 7971'- 10" 27' - 8" 17 7940'- 10" 7943'- 11 PROPOSED 7976'- 7" 3.5'- 9" 18 7942'- 2" 7944'- 4" PROPOSED 7974'- 5" 32'- 4" 19 7946'- 11 7945'- 5" NATURAL 7976'- 7" 31' - 2" 20 7947'- 0" 7945'- 2" NATURAL 7973'- 5" 28'- 31, 21 7946'- 10" 7946- 2" NATURAL 7974'- 4" 29' - 2" 22 7947'- 0" 7944'- 10" NATURAL 7976'- 2" 31'-4" 23 7947'- 0" 7944'- 4" NATURAL 7973'- 5" 29' - V 24 - - - - 25 7946'- 10" 7944'- 4" NATURAL 7983'- 8" 39'-4" 26 7946'- 10" 7943'- 8" NATURAL 7981'- 11 38'-3" 27 - 7943'- 5" NATURAL 7981'- 10" 38' - 5" 28 - 7943'- 4" NATURAL 7982'- 0" 38' - 8" 29 - 7943'- 10" NATURAL 7983'- 9" 39'- 11 30 - 7943'- 9" NATURAL 7981'- 10" 38' - V 31 - 7944'- 8" NATURAL 7982'- 3" 38' - 7" 32 - 7939'- 4" NATURAL 7978'- 8" 39' - 4" 33 - 7942'- 1" NATURAL 7981'- 8" 39'- 7 34 1- 7944'- 1 NATURAL 7971'- 11 28'-10" TRELLIS ELEV OVERRUN Z UL! UL! FIREPLACE FLUE z TEMPSOUND w WALL o- FIREPLACE FLUE UL, r 1/2 POINT FROM LU EAVE TO RIDGE POINT FROM Of a- FIREPLACE FLUE f- EAVE TO RIDGE U) co LU 1/2 POINT FROM PLANTER WALL T.O. CONIC. DECK 1/2 POINT FROM EAVE TO RIDGE DRAIL-\,, PLANTER WALL 1/2 POINT FROM GUARDRAIL GUAR ------------ 12" EAVE TO RIDGE EAVE TO RIDGE A 12' GLASS 12 14 ----------- - ----- ------ - - 2" .. ..... ------ FIREPLACE GUARDRAIL FIREPLACE T.O. CONC. FLUE FLUE ROOFDECKA SPA !1- ____ __ \1 ___ I—- ____ - — ____ - --- - - __ __ I __ — - - 140'-9" . . ........ 77 12" - -------- - - -- 12" 12" 15 2" 5" it T.O. CONC. LEVEL4A TEMP SOUND WALL ----------- T.O. CONIC. L LEVEL3A A_ bo Q llm= W 7,T_ M CV) CNI.. ........ C? 00 ........ ... Cq, ................... LAS, ,ji GLA S i PULA, T.O. CONC. ------------- ---- - ---------- f!_ - ------ - -- ---- ------- -`ji LEVEL_2A___ _J_ 21 - - - ------- ..... --- ------- L 0 0_� 1 It N N T.O. CONIC. -4- N N N N N N IN LEVELIA ------------ - --------------------- ----------- .,\---BATH FAN VENT (TYP) - - - ------ 1-11-w v - 1-111, __ 1-11 ____ . ...... -- ---- ----------------- - - -------------- - - ---- - - - ------- RECESSED & PAINTED 0.4v 0 MECHANICAL INTAKE, TO MATCH ADJACENT RECESSED & SOUTH EXTERIOR ELEVATION PAINTED TO MATCH ASPEN ALPS ACCESS/DRIVEWAY (SOUTH ELEVATION) ADJECENT � �4. 2 SCALE: 3/32" 1'-0" LU U-1 z UL Z >_ Of >- ULI a. Of 0 _U Of o TEMP SOUND WALL ELEVATOR OVERRUN BEYOND FIREPLACE FLUE TRELLIS BEYOND < TEMP SOUND WALL— z 0 U) ��ELEVATOR OVERRUN BEYOND FIREPLACE FLUE -MECH CHIMNEY BEYOND F T; I[ It If Ill p H J, 'R if 01 W A, 'Aarrig" ""' It I! it 11 It Itj if: it 11 11 If fit T.O. CONC. It Af_ ""'Al ___ - --- If 11 it it _-1-11""', 11 � it _11-_ t �j ROOF DECK A 140'-9" KIM, T.O. CONIC. A� ROOFDECKB 9 ..... .. . ......... .. . . 137'-9" 12" . ..... .... 5'� T.O. CONIC. LEVEL4A T.O. CONIC. 131'-0" _T - - -------- — ---------- ....... -LEVEL 4B 128'-0" "W" &. . ........ TEMP SOUND WALL L T.O. CONIC. 4" - --------- T.O. CONIC. LEVEL3A . .. . .............. LEVEL 3 b - - - ---------- - ------- I - __ -?,r . ......... - 118'-3" ............. �1*0*4��,m �K_k . . . ....... - ---------- - 11117 T.O. CONIC. iml tn IL LEVEL2A ------ ------ - — ----- -----_-_----- - - - ----- - ----------- ---- -------- ----- ------ - - - -- T.O. CONIC. LEVEL2B A, 77 - 108'-6' 122, 22�i` jq D�EL-01ZATT�VE-T .......... 4 ........... SIM TO WDW T.O. CONIC. LEVELlA T.O. CONIC, - - --- - ------- - — -- ---- ..... ---- ------ ------,BAT-HEXH—AU-S-,-TV--E-NT(TYP) B H EXHA-U-ST VENT (TYP) MECHANICAL GRILL, RECESSED & PAINTED TO RECESSED-& PAINTED TO LEVEL113 97'-0' RECESSED & PAINTED TO MATCH ADJACENT MATCH ADJACENT DECORATIVE TRIM, MATCH ADJACENT BEYOND ALLEY ELEVATION SIM TO WDW L -MECHANICAL GRILL BEYOND, MECHANICALVENT, ORIGINAL STREET (EAST ELEVATION) RECESSED & PAINTED TO RECESSED & PAINTED MATCH ADJACENT TO MATCH ADJACENT — K 2 EAST EXTERIOR ELEVATION � �4. 2 SCALE: 3/32" = 1'-0" 0) C? b (0 rowland+broughton architecture /urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: PROPOSED EXTERIOR ELEVATIONS SCALE: As indicated PD4.2 COPYRIGHT2015 ROWLAND -BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATIONIAND DESIGN INTENT CONTAINED ON THSDOCUMENT ISTHE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PR,ORWRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DES�GN ROWLAND�BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETA N ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO 6 lei 13 V5 q 4 T.O. CONC. ROOF DECK B 7978'-7" T.O. CONC. LEVEL 46 _ 7968'-10" T.O. CONC. LEVEL 36 7959'-l" T.O. CONC. LEVEL 26 7949'-4" T.O. CONC. LEVEL 1B 7937'-10"- 8" HORIZONTAL WOOD SIDING G L I LAS GUARDRAIL ' -- - / wx ....,,,vC., r >, .., ,.. ,. «x.,,. ,{,, .,k, , i?, .: k,v, ..... .... ,. .�f..., _... .. ,. ..,,, .,:...:. ,�-...z•' k r aw 3 zz t� sir � P > I s v.- > yh „ , ' r 11, fax 4r, F1 t' x s 14" HORIZONTAL WOOD SIDING 6" VERTICAL WOOD SIDING STUCCO TRELLIS MAIN ENTRY STONE VENEER LEVEL 2 PATIO AREA GARAGE ENTRY METAL ROOFING T.O. CONC. ROOF DECK A OL 7981'-7" T.O. CONC. LEVEL 4A 7971'-10" T.O. CONC. LEVEL3A 7962'-1 " T.O. CONC. LEVEL 2A OL 7952'-4" .0. CONC. LEVEL 1A 7940'-10" WOOD SLATS MATERIALS LEGEND 1830 blake St. Ste. 200 S' WIDE HORIZONTAL denver, co 80202 WOODSIDING 303.308.1373 o WIDE HORIZONTAL 303.308.1375 f WOOD SIDING 6" WIDE VERTICAL I{ WOOD SIDING STUCCO STONE VENEER METAL ROOF 01 WOOD SLATS rowland+broughton architecture/ urban design/ interior design 234 e. hopkins ave. 1830 blake St. Ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLAN DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: PROPOSED SKY HOTEL MATERIALS SCALE: PD4.3 COPYRIGHT 2015 ROWLAND - BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. T.O. CONC. _ROOF DECK A__ 140'-9" .. �. T.O. CONC. LEVEL 4A T.O. CONC. _LEVEL 3A 0 121'-3" T.O. CONC. LEVEL 2A - - -- - 111'-6" T.O. CONC. LEVEL 1A 100'-0" T.O. CONC. BASEMENT L1A i3Kt/3 C/4 PD5.1 Building Section (Alps/Alley) SCALE: 3/32" = 1'-0" T.O. CONC. 1830 blake st. ste. 200 .00F DECK A _ 140'-9" 303.308.1373 o 970.544.3473 f 303.308.1375 f T.O. CONC. LEVEL 4A_ 131'4°- T.O. CONC. LEVEL _ 121'-- 3" i� i� T.O. CONC. 2A ___LEVEL 111'-6" T.O. CONC. LEVEL 1A 100'-0" T.O. CONC. kSEMENT UA OFFICE .0. CONC. .0. CONC. LEVEL 4B_ 128-0" .0. CONC. LEVEL3B .0. CONC. LEVEL 2B 108'-6" .0. CONC. LEVEL 1B 97'-0" 0. CONC. RENT 1_113 PD5.1 Building Section (Durant Ave/Alps Alley) SCALE: 3/32" = 1'-0" 8 Al 0 in architecture /urban design /interior design 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: PROPOSED BUILDING SECTIONS SCALE: 3/32" = V-0" PD5.1 COPYRIGHT 2015 ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROW LAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND.BROL'GHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. ru n u-rrn ni A k -M PD5.2 Building Section (Spring St/Dumont) SCALE: 3/32" = 1'-0" T.O. CONC. 1830 blake st. ste. 200 OF DECK B denver, co 80202 137'-9" 303.308.1373 o 970.544.3473 f 303.308.1375 f a> T.O. CONC. 4B ._LEVEL 128'-0" a� a> T.O. CONC. LEVEL 3B. a� T.O. CONC. LEVEL 213 T.O. CONC. LEVEL 1B T.O. CONC. =MENT 1-16 82'-0" I'- - � IVV C/Vr VJIJRC 2 1 PD5.2 Building Section (Glory Hole/Spring St) PD5.2 % SCALE: 3/32" = 1'-0" '.0. CONC. )F DECK A 140'-9" '.0. CONC. LEVEL 4A 131'-0" '.0. CONC. LEVEL 3A 121'-3" ".0. CONC. LEVEL 2A 111'-6" .0. CONC. LEVEL 1A 100'-0" .0. CONC. MEW _L1A_ 86'-0" I I 234 e. hopkins ave. 1830 blake st. ste. 200 aspen, co 81611 denver, co 80202 970.544.9006 o 303.308.1373 o 970.544.3473 f 303.308.1375 f Consultants: Issue: 12.11.2015 FINAL PLANNED DEVELOPMENT APPROVAL - APPROVED SET SKY HOTEL 709 E. DURANT AVE. ASPEN, CO 81611 PROJECT NO: 21406.60 SHEET TITLE: PROPOSED BUILDING SECTIONS SCALE: 3/32" = 1'-011 PD5.2 COPYRIGHT 2015 ROWLAND +BROUGHTON ARCHITECTURE AND URBAN DESIGN THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF ROW LAND.BROUGHTON ARCHITECTURE AND URBAN DESIGN. NO PART OF THIS INFORMATION MAY BE USED WITHOUT THE PRIOR WRITTEN PERMISSION OF ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN. ROWLAND+BROUGHTON ARCHITECTURE AND URBAN DESIGN SHALL RETAIN ALL COMMON LAW STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT THERETO. 13 I< < 13 V,5c (v i