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0966a UJI m z SOS z 0*4 a ❑ cc W co G ❑ z ❑ z a Ex 0 u • cc W z o Z • a 0 cn w z Z v � s w 0 O m zclcl ZE .a A u crm o CL c LL r LL; G'. G� a Ll c s T w - z a m o u y IT. cr d cti a o w z z C„ Ln 0 w m z u� m Ucl w � o 0 ° it IL 0 0 Q O z Z 11 LQ w L 2 c z UD L a � n- n- 0 ❑ 20 40 80 1# = 40/ FOUND #6 REBAR WITH 3%" ALC STAMPED JR ENG LTD RLS 31161 S10 C -W -NW 1/64 PROJECTING 1' ABOVE GROUND FINAL PARCEL: A PARCEL OF LAND SITUATED IN SECTION 10, TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6TH. P.M. AND MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE NORTHWEST 1/16 CORNER OF SECTION 10, TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6TH. P.M. BEARS N00'06'53 "E 66.65 FEET; S00'06'53 "W 90.55 FEET; THENCE S58'38'36 "E 131.23 FEET: THENCE S1 6'58'46 "W 122.48 FEET; THENCE S21'26'44 "W 65.31 FEET; THENCE S39'26'08 "W 59.27 FEET; THENCE S61 '56'59"W 82.48 FEET; THENCE N71'01'41 "W 35.54 FEET; THENCE N88'48'50 "W 140.11 FEET, THENCE N48'20'54 "W 128.51 FEET; THENCE N19'30'25 "W 35.29 FEET; THENCE N41'52'20 "W 33.52 FEET; THENCE N89'53'01 "W 297.21 FEET; THENCE N00'08'20 "E 330.96 FEET; THENCE S89'51'1 8 "E 85.95 FEET; THENCE S54'26'45 "E 123.20 FEET; THENCE 176.38 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 520.73 FEET AND A CHORD BEARING S63'13'16 "E 175.54 FEET; THENCE 201.30 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 420.84 FEET AND A CHORD BEARING N86'08'50 "E 199.39 FEET; THENCE 136.49 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 353.50 FEET AND A CHORD BEARING N59'18'37 "E 135.64 FEET TO THE POINT OF BEGINNING. CORNER NOT SET DUE TO HAZARDOUS WATER CONDITIONS PARCEL EXCHANGE LAND SURVEY PLAT 3006 FRYINGPAN RD SECTION 1 TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6TH. P.M. FOUND 06 REBAR WITH 3%- ALC STAMPED BAMU 6TATE WUMLtM AREA FOUND 06 REBAR YNTH 316" ALC STAMPED JR ENG LID RLS 31161 S10 C -W -NW 1/64 \ OOLORADO PARU AND WELDLON JR ENG LTD RLS 31161 S1O NW 1/16 PROJECTING 1 ' ABOVE GROUND t 1 4 o PROJECTING 4" ABOVE GROUND l ❑ 50 100 200 �\ oe / 1 " = 10 0' � � PARCEL 18VPAP AREA 1.48 AC¢ 15.0 Ce / BA&ILLT 6TATE WILDLIFE ARIA ` \ WATER UNE ' COLORADO PARES AND WIIALIM FRYQiOPAN RIVER- / EAGLE COUNTY, COLORADO PURPOSE STATEMENT: THE PURPOSE OF THIS PLAT IS TO EXCHANGE EQUAL PARCELS BETWEEN THE COLORADO PARKS AND WILDLIFE (PARCEL 1) AND THE OWNER OF 3006 FRYINGPAN ROAD (PARCEL 2) AS SHOWN HEREON. FOUND #6 REBAR WITH 33h" ALC STAMPED JR ENG LTD RLS 31161 S10 NW 1/16 PROJECTING 4" ABOVE GROUND NOTES 1) THIS SURVEY IS BASED UPON FOUND MONUMENTS IN THE FIELD AND THE LAND SURVEY PLAT RECORDED 01/17/2003 IN BK. 1 AT PG. 477 OF LAND SURVEY PLATS IN EAGLE COUNTY BY TERRY MAW, PLS# 31161, JR ENGINEERING, SHEET 5 OF 7 FOR THE STATE OF COLORADO, DEPARTMENT OF NATURAL RESOURCES, DIVISION OF WILDLIFE. 2) BASIS OF BEARING: BEARINGS BASED ON NORTH LINE OF DEPOSITED LAND SURVEY PLAT RECORDED IN BOOK 1 AT PAGE 477, EAGLE COUNTY AS S89'51 "18 "E. BOTH ENDS OF SAID LINE ARE FOUND NO. 6 REBARS WITH 31/x" ALC STAMPED RLS# 31161. 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR, TITLE INFORMATION RELIED UPON FOR THE PREPARATION OF THIS SURVEY FURNISHED BY PITKIN COUNTY TITLE, CASE NO. B6255W, DATED 04/07/2011. 4) POSTED ADDRESS IS 3006 FRYINGPAN ROAD. 5) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET, 6) 100 YEAR FLOOD PLAIN LINE SCALED FROM FEMA FIRM MAPS 08037CO763D AND 08037CO951D DATED 12/04/2007. 7) SETBACKS PER EAGLE COUNTY ZONING REGULATIONS FOR ZONE "R" RURAL. PER EAGLE COUNTY REVIEW: ALL FUTURE BUILDING OR GRADING IMPROVEMENTS MUST MEET ANY AND ALL APPLICABLE EAGLE 1NTY REGULATIONS, AS MAY BE AMENDED FROM TIME TO TIME. B) AN ELEVATION CERTIFICATE MAY BE NEEDED AT THE TIME OF BUILDING PERMIT APPLICATION TO VERIFY THE FLOOD ELEVATIONS FOR ANY PROPOSED STRUCTURES REQUIRING PERMITS ON THE PROPERTY. C) RECORDING OF THIS MAP DOES NOT PROVIDE ANY APPROVAL OF A BUILDING SITE. ANY SITE IMPROVEMENTS MUST MEET ANY AND ALL APPLICABLE EAGLE COUNTY REGULATIONS. D) THIS PROPERTY IS SUBJECT TO THE SPECIAL FLOOD HAZARD AREA, AS SHOWN ON THE FEMA MAP PANEL #'S 07630 AND 0951D, DATED DECEMBER 4, 2007, OR AS AMENDED, 9) ELEVATIONS SHOWN HEREON (6865) BASED UPON NGS MONUMENT K 278 (6848.64) NAVD 88 DATUM. LEGEND ® INDICATES FOUND MONUMENT AS DESCRIBED. Q INDICATES SET MONUMENT LS# 37972. 24" #5 REBAR LENGTH WITH 1%" ORANGE PLASTIC CAP 1" ABOVE GRADE. 66.65 ALC ALUMINUM CAP X - -- x FENCE LINE BPC BLUE PLASTIC CAP 1 N58.38'36'W L4 122.48 N16.58'46'E 9aj POWER POLE IS WELLHEAD 59.27 N39.26'08'E L7 82.48 -QU& OVERHEAD UTILITY LINE EM ELECTRIC METER L9 140.11 S88'48'50'E 1-10 128.51 TELEPHONE RISER \\ SET 283.00 WITNESS CORNER 1 ABOVE GRADE BPC PROJECTING 0.5' \ / ® ; , PARCEL AREA / N 5.00 ACf ' Ste• O, % �, • ' VL ND � ► � eeet � � \ ` 1po .O� 047/1/ i SHED �00 ry'� 6844 / / 75.0' 6w ice/ SETBACK ..N / \ ` Nil-4j'50'W \ � 140.11' N3 // �. 4. HIGH WATER LINE - -� -� BEGINNING AT THE NORTHWEST 1/16 CORNER OF SECTION 10, TOWNSHIP 8 SOUTH, RANGE 86 \ / WEST OF THE 6TH. P.M.; THENCE SOO'06'53 "W 66.65 FEET; LINE TABLE LINE LENGTH BEARING Lt 66.65 S00.06'53'W L2 90.55 S00.06'53'W L3 131.23 N58.38'36'W L4 122.48 N16.58'46'E L5 65.31 N21.26'44'E L6 59.27 N39.26'08'E L7 82.48 N61.56'59'E L8 35.54 S71.01'41'E L9 140.11 S88'48'50'E 1-10 128.51 S48.20'54'E 1-11 35.29 S19.30'25'E L12 33.52 S41.52'20'E L13 361.55 N89.53'02'W L14 173.43 S00.06'53'W L15 297.21 N89.53'01'W L16 330.96 N00.08'20'E L17 85.95 S89'51'18'E LIS 123.20 N54.26'45W L19 572.67 S89.51'18'E CURVE TABLE CURVE LENGTH RADIUS TANGENT CHORD CHORD BEARING DELTA C1 176.38 520.73 89.04 175.54 S63.13'16'E 19.24'26' C2 201.30 420.84 102.62 199.39 N86.08'50'E 27.24'23' C3 136.49 353.50 69.11 135.64 N59'18'37'E 22.07'22' C4 136.49 353.50 69.11 135.64 S59.18'37W 22.07'22' C5 201,3 1 420.84 1 102.62 1 199.39 S86.08'50'W 27.24'23' C6 176.38 1 520.73 1 89.04 1 175.54 N63.13'16'W 19.24'26' SURVEYOR'S CERTIFICATE THENCE 136.49 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 353.50 FEET AND \ I, MICHAEL P. LAFFERTY, HEREBY CERTIFY THAT THIS MAP ACCURATELY DEPICTS A LAND SURVEY CHORD BEARING S59*18'37 0W 135.64 FEET; FRYINGPAN RIVER PLAT PERFORMED UNDER MY SUPERVISION ON 06/2014 OF THE ABOVE DESCRIBED PARCEL OF LAND. THENCE 201.30 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 420.84 FEET AND THE LOCATION AND DIMENSIONS OF ALL IMPROVEMENTS, EASEMENTS, RIGHTS -OF -WAY IN EVIDENCE A CHORD BEARING S86'08'50 "W 199.39 FEET, I OR KNOWN TO ME AND ENCROACHMENTS BY OR ON THESE PREMISES ARE ACCURATELY SHOWN. THENCE 176.38 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 520.73 FEET AND I A CHORD BEARING N63'13'16 "W 175.54 FEET; THENCE N5426'45 "W 123.20 FEET; THENCE S89'51'18 "E 572.67 FEET TO THE POINT OF BEGINNING. CONTAINING 1.48 ACRES*. BEGINNING AT A POINT WHENCE THE NORTHWEST 1/16 CORNER OF SECTION 10, TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6TH. P.M. BEARS NOO'06'53 "E 157.20 FEET; THENCE S58'38'36 "E 131.23 FEET; THENCE S16'58'46 "W 122.48 FEET; THENCE S21'26'44 "W 65.31 FEET; THENCE S39'26'08 "W 59.27 FEET, THENCE S61'56'59 "W 82.48 FEET; THENCE N71'01'41 "W 35.54 FEET; THENCE N88'48'50 "W 140.11 FEET; THENCE N48'20'54 "W 128.51 FEET; THENCE N19'30'25 "W 35.29 FEET; THENCE N41'52'20 "W 33.52 FEET; THENCE S89*53'02 "E 361.55 FEET; THENCE NOO'06'53 "E 173.43 FEET TO THE POINT OF BEGINNING. CONTAINING 1.48 ACRES*. BASALT STATE WILDLIFE AREA COLORADO PARKS AND WILDLIFE MICHAEL P. LAFFERTY PLS. # 37972 DATE: