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Home My WebLink AboutFile Documents.110 Coach Rd.0079.2018 (87).ARBKLOT 7 BUILDING ENVELOPE AMENDED REC. #645286 VTIW DFUHV LOT 7 STAGE ROAD PUD/SUBDIVISION REC. #645286 VACANT LAND VTIW DFUHV LOT 8 LOT F1 LOT F2 LOT F1 1 : 6 : 1 : 1 : 1 : 1 : 1 ( 1 ( 352-(&7%($5,1*%$6( 1 ( 6 ( 6 : 6 : 6 ( 6 ( 1 : L=21.55' R=265.70' ' T=10.78 1 ( L=116.23' R=101.21' ' T=65.48 1 : 6 ( 6 : 6 ( AGRICULTURAL CONSERVATION EASEMENT REC. #515869 (HATCHED) 2 0 . 8 5 ' 2 9 . 0 6 ' 6 ( 6 : 12.59' 119.9 0 ' BRIDGE POND MAROON CREEK 10' WIDE ELECTRIC EASEMENT CENTERED OVER AS-BUILT ELECTRIC LINE REC. #536439 CENTERLINE 20' WIDE SEWER EASEMENT BK.244 PG.740 AND 742 C O A C H R O A D FOUND P.K. NAIL AND SHINER L.S. #28643 4' WIDE WOOD CHIP PATH END OF PATH STAGE ROAD SUBDIVISION BOUNDARY MAROON CREEK CANYON CONSERVATION EASEMENT REC. #563657 (HATCHED) ACCESS AND UTILITY EASEMENT REC. #563657 UTILITY EASEMENT REC. #532127, #536439, #563657 (SEE DETAIL #2) UTILITY EASEMENT REC. #532127, #536439, #563657 (SEE DETAIL #1) CENTERLINE 20' WIDE DRAINAGE EASEMENT REC. #563657 CENTERLINE 30' WIDE SEWER EASEMENT REC. #563654, #563657 CENTERLINE 20' WIDE SEWER EASEMENT BK.244 PG.740 AND 742 FOUND 60' WITNESS CORNER L.S. #28643 CENTERLINE 20' WIDE DRAINAGE EASEMENT REC. #563657 44.10' 29.72 ' 95.61 ' 19.02 ' 92.30' 107.54' 42 . 2 7 ' 36 . 9 9 ' 41.6 8 ' 22.2 0 ' 4.33'1 ( 47 . 0 7 ' 1 ( 1 ( 126 . 3 4 ' 1 ( 23.11' 1 ( 37 . 7 4 ' 26 . 1 3 ' 1 : 1 : 7. 0 6 ' 1 7 5 . 8 9 ' EC1 L1 R=150.00 L=105.24' T=54.89 ǻ &+ 6 ( R=180.00 L=145.30' T=76.87 ǻ &+ 6 ( L2 L 3 L 4 L 5 L 6 EC2E C 3 FOUND 17' WITNESS CORNER L.S. #28643 1 7 . 0 ' PROJECT BENCHMARK BUILDING ENVELOPE CORNER L.S. #28643 ELEVATION=7766.82' 6 : 6 : 1 : 46.26' 10.07' 1 ( 6 ( STAGE ROAD RE L A Y R O A D ST A G E R O A D H W Y . 8 2 STAGE ROAD PUD/SUBDIVISION LOT 7 C O A C H R O A D MAROON CREEK CLUB BURLINGAME RANCH SO L D N E R PR O P E R T Y MA R O O N C R E E K EC 2 UTI L I T Y E A S E M E N T ACCESS AND UTILITY EASEMENT LOT 7 1 ( 6 ( 6 : DRAINAGE EASEMENT EC 2 a EC 2 b EC 2 c 1 ( 1 ( L O T 8 L O T 7 UTILITY EASEMENT ACCESS AND UTILITY EASEMENT 1 : 1 2 . 7 8 ' 19.43 ' 1 : PITKIN COUNTY AIRPORT ASPEN SITE VICINITY MAP SCALE: 1" = 2000' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 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.17139.01 CL 06/22/2018 G:\2017\17139\SURVEY\Survey DWGs\Survey Plots\17139_ISP.dwg A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 OF 3 PROPERTY DESCRIPTIONS, BOUNDARY DIMENSIONS AND RECORD EASEMENTS IMPROVEMENT SURVEY PLAT OF: STAGE ROAD H W Y . 8 2 C O A C H R O A D 1 inch = 40 ft. ( IN FEET ) GRAPHIC SCALE 040 40 80 16020 PROPERTY DESCRIPTION LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 7, 2005 IN PLAT BOOK 75 AT PAGE 32 AS RECEPTION NO. 515869 AND THE FIRST SUPPLEMENT TO THE FINAL PLAT RECORDED OCTOBER 15, 2009 IN PLAT BOOK 92 AT PAGE 1 AS RECEPTION NO. 563657 AND THE FIRST AMENDED PLAT OF LOT 7, RECORDED MARCH 26, 2010 IN PLAT BOOK 93 AT PAGE 63 UNDER RECEPTION NO. 567998 AND THE SECOND AMENDED PLAT OF LOT 7, RECORDED FEBRUARY 21, 2018 IN PLAT BOOK 121 AT PAGE 38 UNDER RECEPTION NO. 645286 OF THE PITKIN COUNTY, COLORADO RECORDS CITY OF ASPEN COUNTY OF PITKIN STATE OF COLORADO HATCH LEGEND INDICATES AGRICULTURAL CONSERVATION EASEMENT REC. #515869 INDICATES MAROON CREEK CANYON CONSERVATION EASEMENT REC. #515869 INDICATES FATHERING PARCEL CONSERVATION EASEMENT REC. #515869 ASPHALT SURFACES, UNLESS OTHERWISE NOTED ST A G E RO A D SURVEY NOTES 1)DATE OF FIELD WORK:APRIL - JUNE 2009; UPDATED - SEPTEMBER 2014 - TOPOGRAPHY; UPDATED - OCTOBER 2015 - TOP OF SLOPE AND TREE SURVEY; UPDATED JULY 2017 - VERIFY BOUNDARY MONUMENTS AND IMPROVEMENTS. 2)DATE OF PREPARATION: NOVEMBER 2017; UPDATED PER CITY OF ASPEN ENGINEERING COMMENTS JUNE 2018. 3)BASIS OF OF BEARING: $%($5,1*2)1 :%(7:((17+()281'1*667$7,2166$1'43(57+(&,7<2) $63(10$5&,1&21752/6859(<5(9:+,&+(67$%/,6+('$352-(&7%($5,1*%$6(2)1 ($/21*7+( NORTHERLY BOUNDARY LINE OF LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION, AS SHOWN ON THIS SHEET. 4) BASIS OF ELEVATION: AN ELEVATION OF 7720.88' ON THE NGS STATION S-159 (NAVD88), WHICH ESTABLISHED A LOCAL PROJECT BENCHMARK ELEVATION OF 7766.82' ON THE BUILDING ENVELOPE CAP AS SHOWN HEREON. CONTOUR INTERVAL IS ONE (1) FOOT. 5)BASIS OF SURVEY: THE RECORDED PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION (RECEPTION NO. 515869), THE FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION (RECEPTION NO. 563657), THE FIRST AMENDED FINAL PLAT OF LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVSION (RECEPTION NO. 567998), THE SECOND AMENDED FINAL PLAT OF LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION (RECEPTION NO. 645286), VARIOUS DOCUMENTS OF RECORD AND THE FOUND SURVEY MONUMENTS, AS SHOWN. 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 CERTIFICATE OF OWNERSHIP LETTER SENT TO THE CITY OF ASPEN PREPARED BY CURTIS SANDERS (DATED DECEMBER 4, 2017) VARIOUS DOCUMENTS AND PLATS OF RECORD. 7) INDICATES FOUND REBAR AND PLASTIC CAP STAMPED L.S. #28643, UNLESS OTHERWISE NOTED. 8)THE UNDERGROUND UTILITIES, SHOWN HEREON, WERE PROVIDED TO SE BY AUSTIN LAWRENCE PARTNERS. NO UNDERGROUND UTILITY LOCATES WERE COMPLETED BY SE FOR THIS SURVEY. 9)A VIEW PLANE RESTRICTION IS IMPOSED ON LOT 7, STAGE ROAD PUD/SUBDIVISION, AS SET FORTH ON SHEET 14 OF THE FIRST SUPPLEMENT TO THE FINAL PLAT THEREOF. NO ROOMS, DECKS OR LIGHTING CONSTRUCTED ON THESE LOTS SHALL EXTEND ABOVE THE HEIGHT OF THE VIEW LINE SET FORTH ON SHEET 14 OF SAID FINAL PLAT. PRIOR TO CONSTRUCTION ON ANY SUCH LOT, A SITE SPECIFIC ANALYSIS BY A CERTIFIED SURVEYOR OR ENGINEER SHALL BE PROVIDED TO THE CITY OF ASPEN BUILDING DEPARTMENT CERTIFYING THAT THE PROPOSED CONSTRUCTION OF ROOMS, DECKS OR LIGHTING DOES NOT EXTEND ABOVE THE VIEW LINE ESTABLISHED FOR SUCH LOT. 10)SEE SHEETS 15, 16 AND 17 OF THE FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PUD/SUBDVISION FOR ALL MATTERS REGARDING THE LOCATION, USE AND MAINTENANCE OF IRRIGATION, LANDSCAPING AND TRAILS WITHIN INDIVIDUAL LOTS. 11)THIS PROPERTY IS SUBJECT TO THE TERMS, CONDITIONS, PROVISIONS, OBLIGATIONS, EASEMENTS, RESTRICTIONS, ASSESSMENTS AND ALL MATTERS AS SET FORTH IN THE AMENDED AND RESTATED DECLARATION OF COVENANTS, EASEMENTS, CONDITIONS AND RESTRICTIONS FOR STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION RECORDED AT RECEPTION NO. 533454 AND FIRST AMENDMENT THERETO RECORDED AT RECEPTION NO. 533814. 12) SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION X, AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, BY THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT, ON FLOOD INSURANCE RATE MAP NO. 08097CO201 C, WITH AN EFFECTIVE DATE OF JUNE 4, 1987 FOR COMMUNITY NUMBERS 080143 AND 080287, IN PITKIN COUNTY, STATE OF COLORADO, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PROPERTY IS SITUATED. SITE ACCESS MAP SCALE: 1" = 500' SURVEYOR'S CERTIFICATE ,/,1'$&$7+(5,1(/29(+(5(%<&(57,)<722<67(56+25(6//&7+$77+,6,6$1³,03529(0(176859(<3/$7´$6'(),1(' %<&56$1'7+$7,7,6$02180(17('/$1'6859(<6+2:,1*7+(&855(17/2&$7,212)$//6758&785(6 WATER COURSES, WATER FEATURES AND/OR BODIES OF WATER, FLOOD PLAIN, VISIBLE ROADS, TRAILS, UTILITIES, FENCES, HEDGES, 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 PUBLIC OR PRIVATE NATURE THAT ARE VISIBLE, OR APPARENT, OR OF RECORD AND UNDERGROUND UTILITIES DESCRIBED IN THOSE DOCUMENTS REFERENCED IN SURVEY NOTE 6, OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT. THE ERROR OF CLOSURE FOR THIS PLAT IS LESS THAN 1/15,000. __________________________ LINDA CATHERINE LOVE, P.L.S. #38427 DETAIL #1 SCALE: 1"=10' DETAIL #2 SCALE: 1"=10' UTILITY LEGEND W EXISTING WATER MANHOLE EXISTING SEWER MANHOLE EXISTING ELECTRIC MANHOLEE EXISTING DRAINAGE MANHOLEST EXISTING GAS METER EXISTING FIRE HYDRANT EXISTING WATER VALVE EXISTING CURB STOP EXISTING ELECTRIC TRANSFORMER EXISTING ELECTRIC METER EXISTING TELEPHONE PEDESTAL EXISTING CATV PEDESTAL EXISTING GASugug EXISTING UNDERGROUND ELECTRIC ssss w w ue ue EXISTING WATER EXISTING SEWER EXISTING UNDERGROUND CABLE TVucuc EXISTING GAS PEDESTAL LINE TABLE LINE BEARING DISTANCE L1 1 :45.27 L2 1 :19.55 L3 1 :54.74 L4 1 :71.51 L5 6 (75.75 L6 6 (88.44 CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD DISTANCE EC1 40.91'101.21' 20.74'1 :40.63' EC2 168.94'185.00' 90.88'1 :163.13' EC2a 124.08'185.00' 64.47'1 :121.77' EC2b 22.54'185.00' 11.28'1 :22.53' EC2c 22.32'185.00' 11.18'1 :22.31' EC3 55.24'160.00' 27.90'1 :54.97' SURVEY LEGEND INDICATES FOUND #5 REBAR AND 1.25" PLASTIC CAP STAMPED L.S. #28643, UNLESS OTHERWISE NOTED. LOT 7 BUILDING ENVELOPE AMENDED REC. #645286 VTIW DFUHV LOT 7 STAGE ROAD PUD/SUBDIVISION REC. #645286 VACANT LAND VTIW DFUHV LOT 8 LOT F1 LOT F2 LOT F1 1 : 6 : 1 : 1 : 1 : 1 : 1 ( 1 ( 352-(&7%($5,1*%$6( 1 ( 6 ( 6 : 6 : 6 ( 6 ( 1 : L=21.55' R=265.70' ' T=10.78 1 ( L=116.23' R=101.21' ' T=65.48 1 : ROCK AND WOOD STAIRS 24" CMP CULVERT 24" CMP CULVERT BRIDGE POND MAROON CREEK C O A C H R O A D 4' WIDE WOOD CHIP PATH STAGE ROAD SUBDIVISION BOUNDARY UNIDENTIFIED MANHOLE GATE IRRIGATION VALVE AND VAULT LOG RAIL FENCE WIRE FENCE 1 7 . 0 ' FLOWLINE LANDSLIDE AREA VIEWING PLATFORM PROJECT BENCHMARK BUILDING ENVELOPE CORNER L.S. #28643 ELEVATION=7766.82' 6 : 6 : 1 : 46.26' 10.07' 1 ( 6 ( TOP OF SLOPE LINE AS STAKED BY CITY OF ASPEN ENGINEERING DEPARTMENT ON 2015-10-06 "AREA WITH SLOPES GREATER THAN 30%," ACCORDING TO FIGURE 7.1d OF THE CITY OF ASPEN URBAN RUNOFF MANAGEMENT PLAN (DECEMBER 2014) SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com 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.17139.01 CL 06/22/2018 G:\2017\17139\SURVEY\Survey DWGs\Survey Plots\17139_ISP.dwg A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 3 EXISTING CONDITIONS AND TOPOGRAPHY 1 inch = 40 ft. ( IN FEET ) GRAPHIC SCALE 040 40 80 16020 EXISTING UNDERGROUND WATER EXISTING UNDERGROUND SEWER EXISTING UNDERGROUND GAS EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND CABLE/TELEPHONE SPARE EXISTING CATV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRIC TRANSFORMER E EXISTING ELECTRIC SPLICE VAULT EXISTING SEWER MANHOLE EXISTING WOOD FENCE UTILITY LEGEND HATCH LEGEND ASPHALT SURFACES, UNLESS OTHERWISE NOTED EXISTING STORM MANHOLE EXISTING GAS PEDESTAL EXISTING FIRE HYDRANT EXISTING WATER VALVE IMPROVEMENT SURVEY PLAT OF: STATION MARK FOR TOP OF SLOPE SURVEY LEGEND INDICATES FOUND #5 REBAR AND 1.25" PLASTIC CAP STAMPED L.S. #28643, UNLESS OTHERWISE NOTED. AREA WITH SLOPES GREATER THAN 30%, ACCORDING TO FIGURE 7.1d OF THE CITY OF ASPEN URBAN RUNOFF MANAGEMENT PLAN (DECEMBER 2014). LINEWORK PROVIDED TO SE BY THE CITY OF ASPEN GIS DEPARTMENT. LOT 7 BUILDING ENVELOPE AMENDED REC. #645286 VTIW DFUHV LOT 7 STAGE ROAD PUD/SUBDIVISION REC. #645286 VACANT LAND VTIW DFUHV LOT 8 LOT F1 LOT F2 LOT F1 1 : 6 : 1 : 1 : 1 : 1 : 1 ( 1 ( 352-(&7%($5,1*%$6( 1 ( 6 ( 6 : 6 : 6 ( 6 ( 1 : L=21.55' R=265.70' ' T=10.78 1 ( L=116.23' R=101.21' ' T=65.48 1 : BRIDGE POND MAROON CREEK C O A C H R O A D 4' WIDE WOOD CHIP PATH STAGE ROAD SUBDIVISION BOUNDARY 1 7 . 0 ' PROJECT BENCHMARK BUILDING ENVELOPE CORNER L.S. #28643 ELEVATION=7766.82' SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET, SUITE A3 CARBONDALE, COLORADO 81623 (970) 704-0311 sopris@sopriseng.com 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.17139.01 CL 06/22/2018 G:\2017\17139\SURVEY\Survey DWGs\Survey Plots\17139_ISP.dwg A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 3 TREES 1 inch = 40 ft. ( IN FEET ) GRAPHIC SCALE 040 40 80 16020 EXISTING UNDERGROUND WATER EXISTING UNDERGROUND SEWER EXISTING UNDERGROUND GAS EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND CABLE/TELEPHONE SPARE EXISTING CATV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRIC TRANSFORMER E EXISTING ELECTRIC SPLICE VAULT EXISTING SEWER MANHOLE EXISTING WOOD FENCE UTILITY LEGEND EXISTING STORM MANHOLE EXISTING GAS PEDESTAL EXISTING FIRE HYDRANT EXISTING WATER VALVE IMPROVEMENT SURVEY PLAT OF: HATCH LEGEND ASPHALT SURFACES, UNLESS OTHERWISE NOTED TREE TABLE (FROM FIELD SURVEY WORK COMPLETED OCTOBER 2015) TREE TRUNK DRIPLINE KEY TYPE INCHES FEET 1 TRD 6.9 14 2 TRD 4.0 8 3 TRD 4.9 10 4 TRD 6.9 14 5 TRD 6.1 12 6 TRC 7.9 15 7 2 TRD'S 5.6 & 6.7 10 & 13 8 TRD 7.2 14 9 TRD 5.6 12 10 TRD 4.5 8 11 TRD 4.5 8 12 TRD 8.5 17 13 TRD 4.2 8 14 TRD 4.1 8 15 TRC 4.8 9 16 TRC 6.3 12 17 TRD 10.4 20 18 TRD 5.0 10 19 TRC 7.7 15 20 TRD 10.7 20 21 TRD 4.2 8 22 TRD 5.2 10 23 TRD 5.9 12 24 TRD 5.7 11 25 TRD 7.0 14 26 TRD 8.6 17 27 TRC 4.5 9 28 TRC 7.4 16 29 TRD 4.3 8 30 TRC 8.1 16 31 TRD 4.9 10 32 TRD 40.2 60 33 TRD 4.6 9 34 TRD 5.5 11 35 TRC 6.5 12 36 TRC 7.1 14 37 TRC 6.1 12 38 TRD 4.7 9 39 TRD 5.7 13 40 TRD 6.1 12 41 TRD 6.1 12 42 TRD 6.4 13 43 TRD 6.0 12 44 TRD 6.2 12 45 TRD 7.9 15 46 TRC 8.3 16 47 TRC 4.7 9 48 TRC 4.7 9 49 TRC 7.8 16 50 TRC 4.1 8 51 TRC 5.3 10 52 TRC 7.1 14 53 TRC 6.6 13 54 TRD 4.8 10 55 TRC 4.6 10 56 TRD 4.5 8 57 TRD 6.3 13 58 TRD 9.3 18 59 TRC 6.1 12 60 TRC 6.3 12 61 TRD 4.8 10 62 TRD 5.2 10 63 TRD 5.4 11 64 TRC 4.9 10 65 TRD 12 66 TRD 14 67 TRD 4.5 9 68 TRD 4.2 8 69 TRD 5.1 10 70 TRD 8.1 16 71 TRD 12.5 25 72 TRD 17.2 30 73 TRD 14.7 30 74 TRD 9.5 18 75 TRD 5.7 11 76 TRD 7.9 16 77 TRD 6.8 12 78 TRD 5.3 10 79 TRD 4.4 9 80 TRD 8.9 18 81 TRD 8.9 18 82 TRD 5.7 11 83 TRD 7.1 14 84 TRD 18.2 36 85 TRD 4.1 8 86 TRD 6.5 13 TRC = CONIFEROUS TREE TRD = DECIDUOUS TREE SURVEY LEGEND INDICATES FOUND #5 REBAR AND 1.25" PLASTIC CAP STAMPED L.S. #28643, UNLESS OTHERWISE NOTED. AREA OF VEGETATION AND/OR DRIPLINES CONIFEROUS TREE DECIDUOUS TREE TREE NUMBER IDENTIFIER