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L LU ��ul U� La . pp (L yy + z z 690 ul 1-- 0 CD x uj 095 0 OIL, > Zoo z z T 2 8 C'S 8 9 I'S 8 a 8 8 HIR HEM 0- R- 3: 0 6- 0 -Mgt > 0 w z ui 2 of cq Lu a: a� z 3 z CD E5 LU w 55 NO almresi deck / conceptual plan concept march 19, 2020 Gilbert Sanchez Architect / 300 South Spring Street #202 / Aspen, Colorado / 81611 / 970.948.0597 / grsanchezaia@gmail.com 1Deck Plan 31’- 6” 10 ’ - 0 ” DURANT AVENUE Exhibit I almresi deck / conceptual plan concept march 19, 2020 Gilbert Sanchez Architect / 300 South Spring Street #202 / Aspen, Colorado / 81611 / 970.948.0597 / grsanchezaia@gmail.com 2 Aerial View almresi deck / conceptual plan concept march 19, 2020 Gilbert Sanchez Architect / 300 South Spring Street #202 / Aspen, Colorado / 81611 / 970.948.0597 / grsanchezaia@gmail.com 3 Elevation almresi deck / conceptual plan concept march 19, 2020 Gilbert Sanchez Architect / 300 South Spring Street #202 / Aspen, Colorado / 81611 / 970.948.0597 / grsanchezaia@gmail.com Elevation w/ Planters 4 almresi deck / conceptual plan concept march 19, 2020 Gilbert Sanchez Architect / 300 South Spring Street #202 / Aspen, Colorado / 81611 / 970.948.0597 / grsanchezaia@gmail.com 5 FOUND #5 REBAR AND 1.25" PLASTIC CAP TRI CO SURVEYS L.S. #ILLEGIBLE FOUND #5 REBAR AND 1.25" PLASTIC CAP TRI CO SURVEYS L.S. #9184 FOUND #5 REBAR AND 1.25" PLASTIC CAP L.S. #25947 FOUND #5 REBAR AND 1.25" PLASTIC CAP L.S. #25947 FOUND WITNESS CORNER 1.25" BRASS DISK L.S. #28643 FOUND #5 REBAR AND 1.25" PLASTIC CAP L.S. #28643 FOUND WITNESS CORNER #5 REBAR AND 1.25" PLASTIC CAP L.S. #28643 BLOCK 77 ALLEY COOPER AVENUE LOT H LOT I LOT R LOT S WAGNER PARK FOUND 1' WITNESS CORNER #5 REBAR AND 1.25" CAP L.S. #28643 FOUND #5 REBAR AND PLASTIC CAP L.S. #28643 FOUND NAIL AND CAP L.S. #2707 LOCAL SITE BENCHMARK #5 REBAR AND PLASTIC CAP L.S. #28643 ELEVATION = 7921.57' FOUND #5 REBAR AND PLASTIC CAP L.S. #28643 FOUND #5 REBAR AND PLASTIC CAP L.S. #28643 MONARCH ON THE PARKCONDOMINIUMS REC. #554415 S E C T I O N 1 8 T O W N S H I P 1 0 S O U T H , R A N G E 8 4 W E S T S E C T I O N 1 3 T O W N S H I P 1 0 S O U T H , R A N G E 8 5 W E S T TOWNE PLACE CONDOMINIUMS REC. #407435 DANCING BEAR RESIDENCES - DANCING BEAR BUILDING AMENDED AND RESTATED CONDOMINIUM MAP OF DANCING BEAR RESIDENCES ASPEN REC #632279 11,957 sq.ft.± 0.274 acres± DANCING BEAR RESIDENCES - MOUNTAIN SIDE BUILDING AMENDED AND RESTATED CONDOMINIUM MAP OF DANCING BEAR RESIDENCES ASPEN REC #632279 11,962 sq.ft.± 0.275 acre± ASPEN RESIDENCE CLUB AND HOTEL REC. #506237 SOUTH POINT CONDOMINIUMS REC. #129423 ASPEN STREET 75.30' WIDE R.O.W. 18.74' DURANT AVENUE 75.00' WIDE R.O.W. MONARCH STREET 74.97' WIDE R.O.W. (B A S I S O F B E A R I N G ) S 1 4 ° 5 0 ' 4 9 " W FOUND #5 REBAR AND PLASTIC CAP (BENT) L.S. #9184 FOUND REBAR/CAP L.S. #ILLEGIBLE FOUND REBAR/CAP L.S. #24669 FOUND REBAR/CAP L.S. #28643 FOUND 3.5" ALUMINUM CAP MARCIN GPS-3 CONTROL AT THE APPROXIMATE INTERSECTION OF DURANT AVENUE AND GARMISCH STREET FOUND 3.5" ALUMINUM CAP MARCIN GPS-6 CONTROL AT THEAPPROXIMATE INTERSECTION OF HOPKINS AVENUE AND GARMISCHSTREET S 1 7 ° 5 5 ' 5 8 " E 1 0 0 4 . 5 2 ' S 78°46'40" E 546.15' DEAN AVENUE (R.O.W. WIDTH VARIES) BLOCK 70 AZTEC CONDOMINIUMS REC. #182123 LOT 4, LIFT ONE LODGE SUBDIVISION REC. #597438 S 75°09'11" E 119.62' (record 119.79') SEE NOTE #8 1 0 0 . 0 0 ' N 75°09'11" W 119.62' N 1 4 ° 5 0 ' 4 9 " E 1 0 0 . 0 0 ' N 1 4 ° 5 0 ' 4 9 " E 1 0 0 . 0 0 ' S 75°09'11" E 119.57' 1 0 0 . 0 0 ' N 75°09'11" W 119.57' FOUND 3.5" ALUMINUM CAP WITNESS CORNER TO SECTIONS 12, 13, 7, 18 PER MONUMENT RECORD FILED L.S. #28643 BL O C K 4 EA M E S A D D I T I O N MONARCH STREET 74.97' WIDE R.O.W. DURANT AVENUE 75.00' WIDE R.O.W. COOPER AVENUE DEAN AVENUE (R.O.W. WIDTH VARIES) ASPEN STREET 75.30' WIDE R.O.W. 75 . 0 0 ' IMPROVEMENT LOCATION SURVEY CERTIFICATE I HEREBY STATE THAT THIS IMPROVEMENT LOCATION SURVEY WAS PREPARED BY SOPRIS ENGINEERING, LLC (SE) FOR CHART HOUSE PROJECT OWNER LLC, AND LAND TITLE GUARANTEE COMPANY. I FURTHERMORE STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, MARCH 10, 2020, EXCEPT UTILITY CONNECTIONS ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. THIS SURVEY WAS PERFORMED UNDER MY SUPERVISION AND THAT THE CONTROL PRECISION IS GREATER THAN 1 IN 15,000. I FURTHERMORE STATE THAT THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. ______________________________________ MARK S. BECKLER P.L.S. #28643 PROPERTY DESCRIPTION PARCEL A UNIT C5,MOUNTAIN SIDE BUILDING, DANCING BEAR RESIDENCES ASPEN, ACCORDING TO THE AMENDED AND RESTATED CONDOMINIUM MAP RECORDED SEPTEMBER 19, 2016 IN PLAT BOOK 115 AT PAGE 64 AND AS DEFINED AND DESCRIBED IN THE AMENDED AND RESTATED CONDOMINIUM DECLARATION RECORDED SEPTEMBER 19, 2016 UNDER RECEPTION NO. 632277, TOGETHER WITH THE EXCLUSIVE RIGHT TO POSSESSION AND OCCUPANCY OF A COMPARABLE RESIDENCEDURING THE RESIDENCE WEEKS RESERVED BY THE OWNER PURSUANT TO THE AMENDED AND RESTATED RULES, REGULATIONS AND RESERVATION PROCEDURES RECORDED SEPTEMBER 21, 2016 UNDER RECEPTION NO. 632372 AND AGREEMENT RECORDED OCTOBER 26, 2016 AS RECEPTION NO. 633316. COUNTY OF PITKIN,STATE OF COLORADO. PARCEL B TOGETHER WITH A TUNNEL EASEMENT RECORDED NOVEMBER 19, 2014 AS RECEPTION NO. 615516 AND FIRST AMENDMENT RECORDED MAY 20, 2016 AS RECEPTION NO. 629496. COUNTY OF PITKIN, STATE OF COLORADO. 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 ACTIONBASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TENYEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM sb 3/19/2020 - 13120 - G:\2013\13120\Survey DWGs\13120_EXCOND.dwg VICINITY MAP SCALE: 1" = 2000' GENERAL UTILITY NOTES: 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 represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY OF:DANCING BEAR RESIDENCES ASPEN A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST AND 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 CERTIFICATES, NOTES, CONTROL AND VICINITY MAPS SURVEY NOTES 1) DATE OF SURVEY: OCTOBER 2013.NOVEMBER 2015 - JUNE 2016.MARCH 10, 2020. 2) DATE OF PREPARATION: OCTOBER-DECEMBER 2013, JANUARY 2014.JUNE 2016.MAY 2016.SEPTEMBER 2016.MARCH 2020. 3) BASIS OF BEARING: A BEARING OF S 14°50'49" W BETWEEN THE NORTHEAST CORNER OFMONARCH ON THE PARK CONDOMINIUMS A #5 REBAR AND CAP L.S. #28643 FOUND INPLACE, AND THE SOUTHEAST CORNER OF CHART HOUSE LODGE, A #5 REBAR AND PLASTICCAP L.S. #25947 FOUND IN PLACE. 4) BASIS OF SURVEY: THE OFFICIAL MAP OF THE CITY OF ASPEN, PREPARED BY G.E.BUCHANAN, DATED DECEMBER 15, 1959, THE MAP OF ASPEN PREPARED 1896 BY W.C.WILLITS, THE GPS CONTROL MONUMENTATION MAP PREPARED BY MARCINENGINEERING, DATED DECEMBER 12, 2009 (REV. 2010), THE DANCING BEAR RESIDENCESASPEN FINAL PUD PLAN AND PLAT, AMENDED AND RESTATED TO CONDOMINIUM MAP OFDANCING BEAR RESIDENCES ASPEN (DANCING BEAR BUILDING, CONNECTING TUNNEL &MOUNTAIN SIDE BUILDING), GRADING AND DRAINAGE CERTIFICATE OF CHART HOUSELODGE, DANCING BEAR RESIDENCES CONDOMINIUM MAP AND FIRST SUPPLEMENTTHERETO, THE CONDOMINIUM MAP OF SOUTH POINT THE CONDOMINIUM PLAT OFTOWNE PLACE OF ASPEN, THE CONDOMINIUM PLAT OF CHART HOUSE LODGE, THE ASPENRESIDENCE CLUB AND HOTEL CONDOMINIUM MAP, THE CONDOMINIUM MAP OFMONARCH ON THE PARK, VARIOUS DOCUMENTS OF RECORD; AND THE FOUNDMONUMENTS, AS SHOWN. 5) BASIS OF ELEVATION: AN ELEVATION OF 7921.57' ON THE #5 REBAR AND 1.25" PLASTICCAP MARKED L.S. #28643 FOR THE SOUTHWEST CORNER OF DANCING BEAR RESIDENCESASPEN, 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 INFORMATIONREGARDING EASEMENTS, RIGHTS OF WAY AND/OR TITLE OF RECORD, SE RELIED UPONTHE ABOVE SAID PLATS AND MAPS DESCRIBED IN NOTE 4 AND THE TO BE DETERMINED(TBD) REPORT ORDER N0. QPR62010336-3, CERTIFICATION DATE FEBRUARY 14, 2020. 7) ALL REFERENCES TO RECORDED DOCUMENTS AND PLATS INDICATED HEREIN REFER TOTHE RECORDS OF THE PITKIN COUNTY CLERK AND RECORDER. 8) THE OFFICIAL MAP OF THE CITY OF ASPEN, PREPARED BY G.E. BUCHANAN, DATEDDECEMBER 15, 1959 WAS USED TO DETERMINE THE LENGTH OF BLOCK 3, EAMESADDITION, OF WHICH A PLAT WAS NEVER RECORDED. THE NORTHERLY AND SOUTHERLYBOUNDARY LINES OF CHART HOUSE LODGE AND SOUTH POINT CONDOMINIUMS, BOTHOF WHICH WERE CREATED WITH THE EAMES ADDITION, HAVE BEEN MATHEMATICALLYADJUSTED TO BE CONSISTENT WITH THE LENGTH OF BLOCK 3, ACCORDING TO THEBUCHANAN MAP, AS WELL AS THE MONUMENTS FOUND IN PLACE, AND THE ADJUSTEDDIMENSIONS ARE SHOWN HEREON. 9) THIS PROPERTY IS SUBJECT TO THE "WHEELER OPERA HOUSE VIEW PLANE" RESTRICTIONSPER CITY OF ASPEN LAND USE CODE MOUNTAIN VIEW PLANE REVIEW (TITLE 26.435.050). 10) THE LINEAR UNIT USED IN THE PREPARATION OF THIS PLAT IS THE U.S. SURVEY FOOT ASDEFINED BY THE UNITED STATES DEPARTMENT OF COMMERCE, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. 11) THE SUBJECT SITE IS NOT WITHIN AN IDENTIFIED FEMA FIRM FLOOD HAZARD ZONE PER THE APPLICABLE FEMA FIRM 08097C0354E MAP, WITH EFFECTIVE DATE OF 8/05/2019. THE ENTIRE SITE IS OUTSIDE THE DELINEATED 100-YEAR FLOOD PLAIN AND 500-YEAR FLOOD ZONES AND IS THEREFORE SITUATED WITHIN THE ZONE x (UNSHADED) ZONE IN AN AREA F MINIMAL FLOOD HAZARD, WHICH ARE THE AREAS OUTSIDE THE SFHA AND HIGHER THAN THE ELEVATION OF THE 0.2-PERCENT-ANNUAL-CHANCE FLOOD. 12) THE SLOPES ON THIS LOT ALL FALL WITHIN 0-20% CATEGORY. THE PROJECT WAS BUILT ON A DEBRIS FLOW STUDY PREPARED SPECIFICALLY FOR THIS PROJECT. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 50 20025 SITE March 19, 2020 Exhibit I PROJECT BE N C H M A R K ELEVATION = 7 9 3 5 . 1 ' FOUND NO . 5 R E B A R W / P L A S T I C C A P STAMPED " T R I C O " L . S . N O . I L L E G I B L E 15.0' FACE OF SID I N G 10.8' FACE OF SID I N G 0.5' FACE SIDIN G 4.6' FACE SI D I N G u g ug ug ug ug ug ug ug ug ug ug ug ug ug ug uc uc uc uc uc uc XSD XS D XS D 7930 7928 7929 7927 7929 7930 7931 7930 7928 7930 7937 7936 7935 7 9 3 6 7934 7937 TRENCH DRAIN RIM ELV=7933.1' BOTTOM=7931.6' INV (NORTH)=7932.3' INV (SOUTH)=7932.4' TRENCH DRAIN RIM ELV=7933.7'BOTTOM=7932.3' INV (NORTH)=7932.9' INV (SOUTH)=7932.9' STORM INLETRIM ELV=7923.6'8" PVC INV=7921.7' 18" RCP INV=7919.0' STORM MANHOLE RIM ELV=7923.4' 24" RCP INV (WEST)=7917.7' 18" RCP INV (SOUTH)=7918.9' 24" RCP INV (EAST)=7917.8' STORM MANHOLE RIM ELV=7930.0' 18" RCP INV (EAST)=7926.1' STORM INLET RIM ELV=7929.7' BOTTOM=7927.3' (FILLED WITH SILT) TRENCH DRAINRIM ELV=7932.1' BOTTOM=7930.3' INV (NORTH)=7931.4' INV (SOUTH)=7931.4' STORM DRAINRIM ELV=7926.2' BOTTOM=7926.1' STORM INLET RIM ELV=7925.5' 8" PVC INV=7921.8' STORM INLET RIM ELV=7932.1'8" PVC INV=7929.5'STORM INLET RIM ELV=7932.1' 8" PVC INV=7929.4' STORM INLET RIM ELV=7932.2' 8" PVC INV=7930.1' 792679257924 7 9 3 1 7932 7936 7935 7 9 3 3 793 4 7 9 3 6 7936 7935 7933 7932 7937 7926 7927 7928 792 3 FFE:7930.00' FFE:7932.08' WINDOW SILL ELEV: 7933.98'GROUND ELEV: 7931.98' FFE:7937.53' FF E : 7 9 3 3 . 6 8 ' FF E : 7 9 3 3 . 0 3 ' FF E : 7 9 3 2 . 0 4 ' WINDOW SILL ELEV: 7934.02'GROUND ELEV: 7932.48' WINDOW SILL ELEV: 7934.02' GROUND ELEV: 7932.48' WINDOW SILL ELEV: 7934.03' GROUND ELEV: 7932.27'WINDOW SILL ELEV: 7933.89' GROUND ELEV: 7932.57' FFE:7926.31' TOW:7931.65' TOW:7931.43' TOW:7931.47' TOW:7931.55' TOW:7931.62' TOW:7931.66' TOW:7931.66' TOW:7931.37' FFE:7930.00' LANDSCAPEAREA LANDSCAPE AREA LANDSCAPEAREA GRAVEL SURFACE GRAVELSURFACE GRAVEL SURFACE LANDSCAPE AREA LANDSCAPE AREA GRAVELSURFACE Tunnel Easement Agreement recorded November 19, 2014 as Reception No. 615516, as amended by First Amendment to Easement Agreement recorded on May 20, 2016 as Reception No. 629496. ST ST ST w w w w w w w w w w w w w w w www ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STS T S T S T S T S T ST ST ST ucucucucuc uc u c u c uc uc ucuc u c u c u c uc ucucucuc uc uc u c uc ucucuc uc ucucucuc ue ue ueueueue uc ucucucuc ut utututut u t u t utututut ututututut u t ucucucucuc u c u t u t ut u t u t u t uc uc uc uc w w w w w w w w w w w w w w w u t ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut uc uc uc uc uc uc uc uc uc uc uc uc uc uc uc ucucucucucucucucucucucucuc u c u t ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ut ututututututututututut ut ut u t u t u t ue ue ue ue ue ue ue ue ue ue ue ue ue u c uc uc uc uc uc uc uc uc uc uc uc uc u c u c uc uc uc uc uc u c uc uc uc uc uc uc uc uc uc uc uc uc uc uc u c u c uc uc ueueueueueueueueueueueue ue u e u e ue ue ue ue ue uc ucucuc ue ue ue ue ue ue ue ue ue ue ue ue ue ST ST ST ST ST S T S T S T S T S T S T ST ST w w w w w w w w w w w w w w ut ut ut ut ut ut ut ut ut u t u g u g ug ug ugugug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug ug 7929 79 3 0 7929 7930 7932 7933 AB FL:7934.7'± AB FL:7935.0'±AB FL:7935.3'±AB FL:7935.5'±AB FL:7935.7'±AB FL:7935.9'± AB:7935.1'± AB:7935.5'±AB:7935.7'±AB:7936.0'±AB:7936.1'±AB:7936.3'± AB FL:7932.7'± AB FL:7931.5'± AB FL:7930.3'± AB FL:7929.6'± AB FL:7929.6'± AB FL:7929.7'± AB FL:7929.6'± AB:7932.9'± AB:7931.9'± AB:7930.7'± AB:7930.1'± AB:7930.1'± AB:7930.1'± AB:7930.1'± AB:7927.5'± AB:7927.6'± AB:7926.8'±AB:7926.6'±AB:7925.1'± AB:7924.4'± AB:7924.4'± AB:7924.1'± AB:7924.3'± AB:7924.5'±AB:7924.8'± AB:7924.9'± AB:7925.5'± AB:7926.1'± AB:7926.6'± AB:7927.2'±AB FL:7923.8'± AB FL:7924.1'±AB FL:7924.3'± AB FL:7924.4'± AB FL:7925.0'± AB FL:7925.6'± AB FL:7926.1'± AB FL:7926.8'± AB FL:7927.1'± BOW:7928.65' BOW:7931.37' BOW:7929.03' TOW:7928.66' TOW:7928.66' TOW:7928.64' BOW:7926.35' BOW:7926.35' BOW:7926.25' AB:7930.1'± AB:7930.0'± AB:7929.8'± AB:7929.7'± AB:7930.0'±AB:7930.1'± BOW:7929.57' BOW:7930.15' BOW:7930.72' BOW:7931.16' BOW:7929.15' 7934 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 ACTIONBASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TENYEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM sb 3/19/2020 - 13120 - G:\2013\13120\Survey DWGs\13120_EXCOND.dwg GENERAL UTILITY NOTES: 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 represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 10 405 IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY OF:DANCING BEAR RESIDENCES ASPEN A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST AND SECTION 18, TOWNSHIP 10 SOUTH, RANGE 84 WEST, OF THE 6th P.M. CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 3 TOPOGRAPHY, UTILITIES, TUNNEL HC EXISTING HANDI-CAP RAMP EXISTING GASugug EXISTING STORM DRAIN EXISTING UNDERGROUND ELECTRIC EXISTING CABLE TELEVISION ssss ST w ST w ue ue uc uc EXISTING WATER EXISTING SEWER utut EXISTING UNDERGROUND TELEPHONE EXISTING SIGN EXISTING SEWER CLEANOUT EXISTING LIGHT POLE EXISTING GAS METER EXISTING SEWER MANHOLE EXISTING STORM MANHOLE EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CURB STOP EXISTING DRAINAGE MANHOLE EXISTING ELECTRIC TRANSFORMER EXISTING CONDITIONS LEGEND EXISTING WIRE FENCE TEMPORARY CONSTRUCTION FENCE EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL ASPHALT SURFACE CONCRETE SURFACE STONE PAVING EXISTING UTILITY PEDESTAL March 19, 2020 CONIFEROUS10"x20' CONIFEROUS7.25"x14.5' DECIDUOUS 6.8"x12' DECIDUOUS3.1"x6' DECIDUOUS 9.6"x18' DECIDUOUS39"x47' DECIDUOUS 39.6"x55' DECIDUOUS35"x45' DECIDUOUS 31.5"x50' DECIDUOUS 39"x50' DECIDUOUS37.8"x45' 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 ACTIONBASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TENYEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 SOPRISENG@SOPRISENG.COM sb 3/19/2020 - 13120 - G:\2013\13120\Survey DWGs\13120_EXCOND.dwg GENERAL UTILITY NOTES: 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 represent actual field conditions. It is the responsibility of the contractor to contact all utility companies for field location of utilities prior to construction. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 010 10 20 10 405 IMPROVEMENT SURVEY PLAT WITH TOPOGRAPHY OF:DANCING BEAR RESIDENCES ASPEN A PARCEL OF LAND SITUATED IN SECTION 13, TOWNSHIP 10 SOUTH, RANGE 85 WEST AND 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 TREES EXISTING CONDITIONS LEGEND EXISTING DECIDUOUS TREE EXISTING CONIFER TREE ASPHALT SURFACE CONCRETE SURFACE STONE PAVING March 19, 2020