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1048Found No. 6 rebaz w /alum. tag marked 1/4 21/22, PLS No. 13880 n p atte West 1/4 corner Sec. 22 M Found stone monument set during a Basis of Bearings oun 3-1 /2" Sec. 22 1906 USGLO survey. � Found No. 6 rebaz w /alum. tag Found 3 -1/2" Alum. Cap log 32, mazked 13/14, PLS No. 13880 3" alum. pipe PLS No. 19598 21 22 Stone 1/4 Cor. Mon. to 1/4 Cor. Mon. PLS No. 19598 36 °g2`16w - -- _ RMeceoarsd.: : SN887 9 °°02765'12 8 ""E E 11201810..105' ' Fmoazunkd ed 3 /142" / 1p3ip, e P Lw S / aNluom. . 1 t3a8g 8 0 M 0 — Observed East/West centerline of Sec tio =22 (Double symbol represents Line Lot 14 ____ —_ — ----- _ —_ —_ -- _ _ _ _ _ _ _ _ _ --- Meas: 5253.65' same monument) 105.04' Meas.: S89 °19'53 "W 259.15' 2 - - - - - - - - - - - - - - - - - - - - - - - - -- \ / I _ — �3 Record: S89 °26'18 "W 380.0' Calculated Northwest comer of Coulter � �n Creek Ranches subdivision based on Y x x x x x found original monumemtation. found original monumentation. / North Line Lot 12 Meas.: S89 °33'16 "E 1457.98' Lot 12 tot 11 North Line Lot 11 Meas.: S89 °28'34 "E 2014.19' NE Cor. Lot 11 22 23 North Line Lot 12 Record: N89'26'1 8 "E 1459.1' x Found rebaz with 2" aluminum North Line Lot 1 I Record: N89°26' 1 VE 2010.2' Meas. Tie: S89 47 29E 312.44 Found rebaz with 2" alum. ° Existin fence (typical) cap flush with ground PLS No. 37902 ca PLS No. 37902 set to ° p Record Tie: N89 26'18'B 315.9 X x x x x x x x x x x �C (fix ) x x x x x x x x x replace 3/4" pipe w /tag ^titi + 55 � x exist. grade 2" above I r F4 M N N 3 3 N ° M o c .. b o �y U L C:i 21122 Southwest corner Sec. 22 Found 3 -1/2" Alum. Cap 28 27 3" alum. pipe PLS No. 19598 + x \ 1 + x \ x \ Wire fence as located by survey Nov., 2014 East line of Lot 13 as per + / (Original position of fence) x found original monumcmation. + \ + \ +� West line of Lot 13 as per found original monumentation. r� \moo, dy + J \ + / +\ \+ + J�i� \Utility pole g Lot 12 + (typical) + fir',° + \ n, �a \ s \ �p ° a ot + Overhead utility line(s) + �� \ servicing adjoining o + 37.90 acres as monumented property. �V�l (35.15 acres as platted) + ova + \ Lot 14 spa \ + + \\ r \\ Set No. 5 rebaz 18" long w /orange I \ + plastic cap PLS No. 27613 flush + with existing ground. \ \ Point on line pursuant to C.R.S. + 38 -51- 105 -1(c). + \ Set No. 5 rebaz 18" long w /orange plastic cap PLS No. 27613 flush + \ with existing ground. \ / Point on line pursuant to C.R.S. + 1 \38 -51- 105 -1(c). + \ Found 3/4" pipe in Buck + Point Rd. approx. 3" below \ road grade. Apparent loc. of comer of Lots 12/13 + GRAPHIC SCALE r0 100 0 50 100 200 400 — � -- + / �0 s�Op, Eagle County Road No. l OA 50' Road Right of Way per plat (Existing gravel road constructed and in place) Surveyor's Certification: I, the undersigned, being a Licensed Professional Land Surveyor in the State of Colorado do hereby certify that this Monumented Land Survey has been prepared by SurvCo, Inc. for Robert H. Bruce and Heather Forbes Bruce in accordance with C.R.S. Title 38, Article 51 under my direct supervision, responsibility and checking and that the information shown hereon is true and correct to the best of my knowledge and belief however it is not a guaranty or warranty, either expressed or implied. By: Samuel D. Phelps Colorado Licensed Professional Land Surveyor No. 27613 For and on Behalf of SurvCo, Inc. A Colorado Corporation Date of Certification: 27 /August/2016 Notice: (In accordance with C.R.S. 13 -80 -105) 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. Surveyor's Notes: 1) This survey does not represent a title search by this land surveyor or survey company to determine any easements of record. No title insurance commitment has been reviewed in the preparation of this document. Per client request no easements of record have been contracted to be shown upon this document and the purpose of this survey is demonstrate the location of the existing exterior fences and their relationship to the property boundaries as monumented. 2) The existing powerline and exterior boundary fences are depicted hereon as they constitute conflicting boundary evidence in accordance with C.R.S. 38- 51- 106(k). However this map does not constitute an "Improvement Survey Plat" as defined by C.R.S. 38 -51- 102(9) or an "Improvement Location Certificate" as defined by C.R.S. 38 -51 -108. 3) This survey is based on the recorded plat of "Coulter Creek Ranches" (Book 334, Page 437, Reception No. 230792) the "Amended Plat of Coulter Creek Ranches" (Book 372, Page 494, Reception No. 268811), the 1906 USGLO notes of the dependant resurvey of T. 6 S., R. 87 W. of the 6th P.M. and the record deed vesting title to the certification holders (Reception No. 201206720) and the monumentation being found in place as indicated hereon. 4) Measured bearings as shown hereon are based upon RTK -GPS observations and are relative to an observed grid bearing (Colorado Central Zone 0502) of S.88 °48'1 8 "E. for the East/West centerline of Section 22. Monumentation being found in the field as indicated hereon. 5) Original date of field survey: Sept. 17, 2015. Date of subsequent monumentation: July 30, 2016. Date of final plat preparation: August 26, 2016. 6) All linear units of measurement as shown hereon are in US Survey feet. 7) This plat has been prepared to correct that document as filed for informational purposes and deposited on March 8, 2016 (Book 1, Page 1023) of the reords of the Eagle County Surveyors' index of Plats and Right of Way surveys. 8) This survey has been prepared for the exclusive use of Robert H. Bruce and Heather Forbes Bruce as stated in the certification recited hereon and does not extend to any unnamed third party without the express consent of this Licensed Professional Land Surveyor as witnessed by this document bearing a certification thereto, and being acknowledged by the original signature and seal of this land surveyor. Property Description (as of record per Reception No. 201206720) LOT 13, COULTER CREEK RANCHES, ACCORDING TO THE PLAT RECORDED JANUARY 7, 1982 IN BOOK 334 AT PAGE 437 AND ACCORDING TO THE AMENDED PLAT RECORDED NOVEMBER 8, 1983 IN BOOK 372 AT PAGE 494 COUNTY OF EAGLE STATE OF COLORADO A.K.A. 527 BUCK POINT DRIVE, CARBONDALE, CO. 81623 Contains 37.90 acres as surveyed by found monumentation as indicated hereon. Buck Point Road (gravel road surface as constructed and in place) ( IN FEET ) \ / i inch = 100 ft + All linear units of measurement as shown hereon are in US Survey feet. Meas. = Measured boundary dimensions per this survey + Set t 5 rebaz long w /orange plastic ic cap PLS No. 27613 V below Record = Boundary dimensions per record plat \ road grade. oa3 eS��� + Note: To reconcile the platted dimensions along Buck Point Rd. + / + / ���1� tk� r45 �p`� to the found monumentation the record bearings have been Correction Plat \ obS� S� �4,5�°1 °p°) rotated +0100010811 to conform to the observed bearing between + ca c�� the monuments. The record platted curve dimensions for the radius + Gated as3 �a� and central angle have been held along with the course direction M o n u m e n t e d Land Survey x � G,,�� of the tangents which results in a slightly shorter calculated linear G� dimension of the tangents leading into the curve. Of Lot 13 Coulter Creek Ranches as Amended SITUATED IN THE SW I /4 SECTION 22, TOWNSHIP 6 SOUTH, RANGE 87 WEST OF THE 6TH P.M. COUNTY OF EAGLE, STATE OF COLORADO Sheet Date: 08 /Aug. /2016 Client: Rob H. Bruce and 1 Heather Forbes Bruce .dwg file: 15.036.COR 1 0� 1 1 1 sdp 11/01/16 Correct "Record" notation North line Lot 11 Drawn By: S. Phelps Job No.: 15.036 NO. BY DATE REVISION DESCRIPTION Set No. 5 rebar 18" long w /orange b a plastic cap PLS No. 27613 flush with existing ground CURVE TABLE LINE TABLE Arc Length Line No. Bearing Length L1 (Meas.) S60 °14'56 "W 395.53' L1 (Record) S59 014'48 "W 395.64' L2 (Meas.) S26 057'42 "W 175.22' L2 (Record) I S25 °57'34 "W 175.28' CURVE TABLE Curve No. Arc Length Radius Central Angle Chord Bearing Chord Distance Tangent Distance C1 (Meas.) 145.24' 250.00' 33 °17'14" S43 °36'19 "W 143.21' 74.74' C1 (Record) 145.24' 250.00' 33 °17'14" S42 °36'11 "W 143.20' (not tabulated) COUNTY SURVEYOR'S CERTIFICATE Found No. 6 rebaz at edge of Buck Point Rd. surface flush — Deposited this -ay of 1v 20 _.m. in Book / of the with road grade. Apparent loc. Eagle County Sdrveyor's Land Survey Plats/Rights -of -Way Surveys at Pagel" This of corner of Lots 1/3/13/14. Land Survey Plat complies with Section 38- 51- 106(1), of the Colorado Revised Statutes. f'- County Surveyor - SurvCo Inc. RTK GPS and Conventional Land Surveving Services 826-1/2 Grand Avenue Post Office Box 2782 Glenwood Springs, CO. 81602 -2782 Phone: (970) 945 -5945 Email: survco(�Dgmail.com