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1024West 1/4 comer Sec. 22 Set No. 5 rebar w /plas. cap PLS � / Found stone monument set during No. 27613. Found rebar w /plas. (/l�y�LG>!G�f�PQ'� / / 1906 USGLO survey. �? (if / NE Cor. Lot 11, Set No. 5 rebar w /plas. 108.32' 21 22 - - cap PLS No. 19598 bears Stone 1/4 Cor. Mon. to Stan. Mon. PLS No. 19598 S76 °52'16 "W - _ _ - - - - - - 588 048'18 "E - 2923.73' - - 5.75 °19'13 "W. 0.48' `v' / cap, PLS No. 27613 S88 °48'18 "E Set Nail/Lath - Point on Line / / / / (Record: 5245.2', Meas.: 5253.65') (typical) �M Found rebar w /alum. cap, - - - - _ _ _ _ /' ' Tie: 588 °48'18 "E 22 23 N PLS No. 37902 - x - x - - x - x - x - x - x - x - x - x = x = x = x = x = =-fit -l�s �-- - x-� �+ - �-_. - � R�4R't _ �= Y _ _ _ _x _ x- _ x _ x -_ x - x - x - x - x xl x - x - x - x x -,ar 316.44' (Rec. = 315.75' Fence 1.3' West of PL i Existing Wire Fence - Prorated: 2013.40' (Record: 2010.2') - - -' - - - - - - �- - - - - - - - - ) Found No. 6 rebar w /alum. tag 20' Utility Easement per - % - -� marked 1/4 21/22, PLS No. 13880 I o Note: This property is subject to boundary and / / Found rebar w /alum. cap East 1/4 corner Sec. 22 c Amended Plat. No. 6 Rebar to Stan. Mon. PLS 19568 fence line agreement according to document / / / / PLS No. 37902 set to Found 3 -1/2" Alum. Cap on 3" N ° recorded in Bk. 594 at P . 755. replace 3/4 pipe w /tag. Alum. pipe standard monument 589 OS 29 E g / / / / / PLS 13880 PLS No. 19598. Meas. = 83 °32'27" (Record: 5245.2', Meas.: 5358.56') / I Record =84'19'52" 100' Colorado -Ute Electric to Assn. Powerline Easement / / X 20.0' / X 20' Utility Easement per � Well / / / / Record boundary as / Amended Plat. / / from dimensions shown on / � I s 36.360 ACRES +/- the Amended plat of Coulter / Creek Ranches. (Not part of / I • / / / / X boundaries surveyed) / / / I Cistern � Greenhouse / / r / X 28' Single Family Res. Storage Wood Frame Const. / / / / S j / / Existing 150.00' Wide Public 8' I Set NaiVLath - Point on Line 28' / / ✓� Service Elea. Transmission X (typical) / Flagpole �? r / / .1e / S Right of Way Easement I I 56. X I 531.1' ` Leach Field' °m / / / / / ' Ile Buck Point Road ► /' I 3 ° %' S 60' Road Easement /' (Existing gravel road constructed a N / I and in place) I / / / w u I a3i /� - -� // // G I /' /' \\ j / // //' G / 9U'"�G�y�e ' /// / /// ,- I I Partial Monumented Land Surve / I / IN\ ��' G of /'' I/ Lot 11 .01 / � I'' /' G /''' / Coulter Creek Ranches as Amended '' SITUATED IN THE SWI /4 SECTION 22, TOWNSHIP 6 SOUTH, RANGE 87 WEST OF THE 6TH P.M. COUNTY OF EAGLE, STATE OF COLORADO Eagle County Road No. l OA Ile /' / 50' Road Right of Way per plat / ' ' / (Existing gravel road constructed G Surveyor's Certification: i I / % /' / /' / i - h � / FoAiid�4" pipe w /tag, and in place) 9.9 LS No. 13880 I, the undersigned, being a Licensed Professional Land Surveyor in the State of Colorado do hereby Lots 4/6 certify that this partial Monumented Land Survey has been prepared by SurvCo, Inc. for Keith Henderson / I under my direct supervision and checking and that it is true and correct to the best of my knowledge G and belief. By: Samuel D. Phelps / 5 �N74° ` .6 ` / / / / ✓ / 101 I I I I Colorado Licensed Profess ional �.; 04 „W Land Surveyor No. 27613 181 000' / For and on Behalf of SurvCo, In c. I I oC O 6 A Colorado Corporation % 3 / / /'' G / /''/ /' / Date of Certification: 12/November /2015 � rye -� loo FW ' I I Notice: (In accordance with C.R.S. 13 -80 -105 et. seq.) / / / / /' / I I According to Colorado law you must commence any legal action based upon any defect r, in this survey within three years after you first discover such defect. In no event, may any action / W I ° o / / I I based upon any defect in this survey be commenced more than ten years from the date of certification / / / GAO / / rylh I / / / / / I I I shown hereon. // // N M I oo�� /' / I "U I /' / Surveyor's Notes: / I 1 This map has been prepared pursuant to client request to mark the location of the prorated \ / / \ \ a \ / / I / / / / I I property lines along the North and West lines of Lot 11. This map does not represent an improvement survey or improvement location certificate of the subject X � / I �ound r phis. cap I property. 10, / / lo, \ \ \Q \ / / I �,PLS 19 $I 2) Bearings as shown hereon are based on RTK GPS observations and are relative to a grid bearing \ G`� / of S.88 °48'18 "E. for the East/West centerline of Section 22. Monumentation being found in the field 0-1 ound3/4"'pipe in \ \ . -- 21.1' / I as indicated hereon. Byelf Point Road \ / 3) This survey does not represent a tithe search by this land surveyor or survey company to determine / Lots 12/13 3.3' I ownership or any easements of record or those that may be apparent in the field that may affect the / / \ �'I /Set No. 6 rebar w /alum. cap I subject property. No current title insurance commitment has been reviewed in the preperation of this map. 33' �'W / PLS No. 27613 marked as I I 4 Date of field survey Oct. 08, 2015 and Nov. 07, 2015. � °A3'3� Gravel Road Surface ) y Found rebar w /alum.cap� 57i "30.20' WC /ROW" I ' PLS No. 37902 marked as "WC11. � I � � I I \ I I I C� I CURVE TABLE Curve No. Arc Length Radius Central Angle Chord Bearing Chord Distance Tangent Distance C1 148.00' 100.00' 84 047'54" S59 052'26 "E 134.86' 91.3P C2 47.14' 70.00' 38 °34'53" S01 048'58 "W 46.25' 24.50' C3 68.14' 60.00' 65 004'13" N11025'42 "W 64.54' 38.28' C4 107.76' 200.00' 30 052'15" N59 °23'56 "W 106.46' 55.22' C5 195.49' 150.00' 74 °40'24" S67 049'44 "W 181.95' 114.42' C6 129.74' 250.00' 29 044'06" N45 021'35 "E 128.29' 66.37' C7 223.36' 200.00' 63 059'13" N46 042'51 "E 211.93' 124.94' C8 285.10' 750.00' 21 °46'47" S25 036'38 "W 283.38' 144.29' C9 206.87' 90.00' 131 041'48" N77 °39'05 "W 164.24' 200.71' I I I I GRAPHIC SCALE \ I I ,°° 0 N ,°° z° 4°° Sury I RTK GPS and Convene IN i each FUT ft 826-1/ \ I All linear dimensions shown hereon are in US Survey feet. Post COUNTY SURVEYOR'S CERTIFICATE \ I I I Glenwood S p r i Deposited this � day of 2016, at _.m. in Book ASte the I ( I P h o n e: g% 945-59 Email Eagle County Surveyor's Land Survei Surveys at Page This I Land Survey Plat complies with Section 38 -51- 106(1), of the Colorado Revises. \ I I I Date: 12/Nov./2015 N89 °58'55 "E lFound /4 " pipe w /tag, Sheet Client: Keith Henderson -- - - - - - - - - - - - - - - - - - - - 664.40' - -0 PLS NN3880 I d w g file: 15.038.001 County Surveyor Lots 3/4 N 1 Of 1 I Drawn By: S. Phelps Job No.: 15.038 No.