HomeMy WebLinkAbout7.0 Exemption PlatNOTE: S 1 - EX ,MP 'ION SITUATED IN LOTS 6, 7, 8 N .1 THE NE 1/4 S W1 /4 OF SE C. 12 AND TS 2,3,8,13 T R U 16 OF SF, C. 13, T. 7 S., R. 88 W. OF THE 6TH P. M. L 0 GARFIELD C 0 UNTY, COL ORAD 0 400 - _- --1800 0 200 SCALE: 1 INCH - _ 2OET a bearingof S.11°29'32'W. between the North Quarter 1.) Basis of bearing for this survey is 'BASIS OF BLARING . Corner of Section 13 and the rebar and cap L.S. 47972 labeled 2.) This survey is based on existing property corners found in place. of record as shown in the title 3).i This property s subject to easements and rights-of-way 93-G . ) commitment prepared by Stewart Title Guaranty Co. (order no. 16093-G). S.79°54'59"x✓• 105.66' LOT 7E0. 73,) EA'S OF EER/NG N.0638' 'W. 10 °48'08„ W. N. ,11 LOT 16 (5'EC. 13) ttf !'f if rftr! 000 Voir Mr1Ilii; .�I. i' �i0" FOUND REI3AR & CAPS IN PLACE L. S. # 7972 N. 04° 55'49' N.06°38'42" W. 50.97' • 146. 95' co co Ln 20' UTILITY EA5EMFNT REC. #31722 6 N.03 51'39" W. (233.82' 0 4- S.45°01'08" E. "(� 273.91' Fs S.01°18'01'E. 122.39' 7 18. 14 Ac. +/- L)T o (SEC 12) ACCESS & UTILITY EASEMENT N.22°49'394'W 42. 10 N.17° 59'33 ' W. 61.56' N.09 °I 1 '02/. 141.6 Mil ,,,11,11F1f1,,trif 011 S, 1)6'40"IW. 49 PARCEL A 12 and the N'� of Section 13, Township ?South, A parcel of land situated in the SA of Section � � State of Colorado, being more the Sixth Principal Meridian, County of Garf�e� , Range 88 West of particularly described as follows: 12and 13 in said Township and Range; thence at the Quarter Corner common to Sections feet to a point in the Beginning 210.00 • tthe section line between said Sections 12 and 13, 4 5 th; 5.84 16 22 E. along the centerline of said ditch 3.16°07'31"E.°. center of the Park Ditch; thence along • ' "W. 179.02 feet; thence S.21 25 52 +�. 97.21 feet; ' nce S.26°1?'S0'E. 76.58 feet; thence S.34 58 50 �thence S.12°03'1? E. 139.33 the • " 57.78 feet; thence S.14 OZ 35 E. 322.35 feet; e 5.7"E 1 39.3. thence 5.09 41 43 E thence ' 138.94 feet; thence S.01°31'14'E. 294.00 feet; thence feet; thence S.73 54 25 +�. 116.10 feet; 1°16'33"E. 67.58 feet; thence S.64°12'36'E. feet; 109.4G feet; thence S.2 , 1 116.53 Beet; tnence S.26 39 52 E. 157.36 .52'13'39'3. 95.46 feet; thence S.10 49 10 E: � "_ thence 5.39°23'09 E. 143.2 S • 'E. 70.39 feet; thence S.27 01 44 E. 142.09feet; thence S.18 20 39 northerly right-of-way line of County Road feet; thence S.02°53'08'W. 96.14 feet to a point on the a curve to the nigh' said right-of-way line 59.31 feet along the arc of" feet; thence No. 103; thence along 9 chord of which bears S.81'47'25 r�. 59.30 having a radius of 1044.57 feet, the ' he arc of a curve to the left having a radio; S.83'25'00"W. 115.08 feet; thence 116.32 feet a�ong t.thence 230.70 feet along tri of 741.22 feet, the chord of which bears S.78 55 16" W. 116.20 feet; arc of a curve to the left having a 3.58'48'21'k radius of 423.13 feet, the chord of which bears to the left having a radius of 408.67 feet, 227.86 feet; thence 90.93 feet along the arc of a curvein said right-of-way ��n� bears S.36°48'42"W. 90.75 feet; thence leaving 13)49 line the chord of which � the westerly line of Lot 7 (Section 9°16'38'W. 32.34 feet; thence S.O1 06 40 W. along 105.66 feet along the center N.8 the2.31 center of said Park Ditch; thence 3.79'54'59"W. 409.45 feeth thencee feet to a point in •38' 19';x. 240.30 feet; thence N.73'01' 11'W. : " feet; of said ditch; thence N.06 ° � 313.56 feet thence N.12 35 49 W. 1436.10 .54'06'22'W. 675.91 feet; thence N.10 48 08 W° � " thence N.88'12'04'W. 174.20 N • 1 4'v�l. 529.17 feet; thence N.00 19 40 E. 456.51feet;thence 5.27'08'04.2. thence N.18 16 2 •591.49 feet; thence S.77°29'14 E. 737.75 feet; t e feet; thence N.10 24 04 W. thence • � �feet; thence S.03'51'39'E. 233.82 feet; 412.25 feet; thence S.O1 18 01 E. 122.39 thence ..87'58'57"E. 762.34 feet more • t '- 273.91 feet; thence 5.03°42'58"W. 76.44 feet; Range, the point of 5.45 01 08 t. common to Section 12 and 13 in said Township andg i and or less to the Quarter Corner parcel lyirg in Lot 7 of Section 13, said Township beginning. EXCEPT that portion of said p y 9 9 g Range. N.01° 06'09"E. N.32°51'111' W. 50.59' S.09° 41'43'E. 57. 78' ,'V. ° 16',3 "W. 3.2.34' PARCEL 8 A parcel o hi 7 South,Range 88 west of the Sixth of land situated in Lot 8 of Section 12, Township el bein more particularly Garfield, State of Colorado, said parc Principal Meridian, County described as follows: thence Sections 12 and 13 in said Township and Range;�^" Beginning at the Quarter Corner between Se , 76 qq feet; thence N.45 O1 �8 V,. Beg 9 " .39 feet; thence • � "� feet along a fence; thence N . 03 42 58 ° 122 273. 58 51 e. 762 e " 233.82 feet; thence N.01 18 01 W. 273.91 feet; thence N.03 51 39 W. feet to a point on the North-South • t � nth -South centerline of said N.27 08 04 W. 412.25 feet; thence S.77°29'14'3. 1166.80 Section 12; thence centerline of said S.01°27'21"E. along the North-South Section 12, 713.02 feet to the point of beginning. must commence any legal action NOTICE: According to Colorado law you after you based upon any defect in this survey yearsventhmaysanYaction based first discover such defect. In IIO ears anydefect in this survey be commenced more than ten y upon from the date of the certification shown S.01°31 294.00' Ai. 21e751:52" W. 97.27' SOUTH QUARTER COR. SECTION 12 BRASS CAP S.01 ° 2/'2.1''3. 713.02' S. 84°16'22'1E. 210.00' 6 = 31°14'21» R = 423.13' L = 230.70' CH = 5.58°48'21' W. 227.86' .V.27 ° 16`33''E. 67.58' (.14°07'35' .14007,35 322.35 S.83°25'00" W. S.64°12'36' E. 116..10' S.73 °54'25. 138.94 0 115.08' [� = 03°15'11' R = 1044.57' L = 59.31' CH = S. 81*47'25"W. 59.30' S. 52°13'39" E. 95. 4 6' 5.12°03'17"E. 139.33' S.02°53'08 W. 96.14' LTT 14 , S.10°49'10"E. 116.53' S. 26' 39'52' E. 157.36' S.18° 20'39') E. 70.39' S. 27°01'44"E. 142.09' S.39°23'09 ' E. 143.24' ACCESS AND UTILITY EASEMENT A foot wide strip of land situated in Lot 8, Section 12, Lot 3, Lot 15, and Lot 14, Section Township7 South, Range 88 West of the Sixth Principal Meridian, County of Garfield, State of 13, 9 Colorado, said parcel of land beingfeet to each side of the following described centerline: Commencing at the South Quarter Corner of said Section 12; thence S.87°58'5710. along the southerly line of Parcel 8,398.54 feet to a point on the centerline of an existing road, the True Point of Beginning; thence alongsaid centerline along the arc of a curve to the right having a radius of 160.00 feet, a 9 central angle of 15'56'51" and a distance of 44.53 feet (chord bears S.03 02 37 E. 44.39 feet); thence continuing along said centerline S.04'55'49'W. 50.97 feet thence continuing along said centerline alongthe arc of a curve to the left having a radius of 275.00 feet, a central angle of 22'55'22" and a distance of 110.02 feet (chord bears 5.06'31'52'E. 109.29 feet); thence continuingalong said centerline S.17°59'34"E. 6'.56 feet; thence continuing along said centerline along the arc of a curve to the right having a radius of 400.00 feet, a central angle of and a distance of 79.22 feet (chord bears S.12°19'08'E. 79.09 feet); thence continuing along said centerline S.063842"E. 11'20'52"146.95 feet thence continuing along said centerline S. 173610t. 114.08 feet; thence continuing along said centerline S.09'29'43"E. 182.69 feet; thence continuing alongsaid centerline along the arc of a curve to the right having a radiusof 350.00 feet, a 9 central angle of 10'03'08" and a distance of 61.41 feet (chord bears S.04 28 09 E. 61.33 feet); thence h continuingalong said centerline S.00''33'25'W. 58.54 feet; thence continuing along said centerline alongthe arc of a curve to the left having a radius of 500.00 feet, a central angle of 09°44'28' and a distance of 85.01 feet ;chord bears S.04°18'48'E. 84.90 feet); thence continuing alongsaid centerline S.09'11'02'E. 141.65 feet; thence continuing along said centerline along the arc of a curve to the left having a radius of 950.00 feet, a central angle of 1338'37 and a distance of 226.22 feet (chord bears S.16'00'21'E. 225.69 feet); thence continuing along °aid centerline S.22'49'39'E. 42.16 feet; thence continuing along said centerline along tne 9 arc of a curve to the right having a radius of 220.00 feet, a central angle of 15°38'24" and a distance of 60.05 feet (chord bears S.15'00'27'E. 59.87 feet); thence continuing along said centerline S.01 7° 1'15'E. 74.94 feet; thence continuing along said centerline along the arc of a curve to the left having a radius of 215.00 feet, a central angle of 15'47'06" and a distance of 59.23 feet (chord bears S.15°04'48'E. 59.05 feet); thence continuing along said centerline feet; thence continuing along said centerline S.17'29'46'E. 98.57 feet; thence S.22 58 21 E. 96.16 continuin along the arc of a curve to the left hav my a radius of 350.00 feet, a cpr,rra. l angle le of 9 19'28'14' and a distance of 118.94 feet (chord bears S.27°13'53'E. 118.37 feet); tnence continuing along said centerline S.32°51'11'E. 50.59 feet; thence continuing along said centerline along tne arc of a curve 9 to the right having a radius of 190.00 feet, a central angle of 33 57 45 and a feet (chord of 112.62 f bears S.15'52'441. 110.98 feet); thence continuing along in�h• f • a •olnt on he s• therl line of P. -1 A Terrain LCT 73 n T' 3) "? S. 34 058'501' W. 179.02' .26°17'50'E. 76.58 • '/ >7'A200� 7 91 707 ' A l' - .,. \\N__)/ CIA 6758 066 • t 7334.\ SMITH 18 VICINITY MAP SCALE: 1 INCH = 2000 FEET LOT 6 SEC. 7 2) CURVE CHART Curve No. Delta Tangent Radius 1. 2. 3. 4. 5. 6. 7. 6. 9. 10. 33°57'45' 58.02' 190.00' 19°28'14" 60.05' 350.00' 15'47'06' 29.81' 215.00' 15'38'25' 30.21' 220.00' 13'38'37" 113.65' 950.00' 09'44'28" 42.61' 500.00' 10'03'08' 30.78' 350.00' 11'20'51' 39.74' 400.00' 22'55'22' 55.76' 275.00' 15°56'51' 22.41' 160.00' 15' UTILITY EASEMENT REC. #254439 NE1/4SA/1/4 (SEC. 1 2) JRVEYOR'S CERTIFICATE Arc Chord Length Bearing 112.62' 118.94' 59.23' 30.21' 226.22' 85.01' 61.41' 79.22' 110.02' 44.53' N.15'52'44'W. N.27'13'53'W. N.15'04'48'W. N.15'00'27'W. N.16'00'21'W. N.04'18'48'W. N.04'28'09'W. N.12'19'08'W, N.06'31'52"W. N.03'02'37'W. Distance 110.98' 118.37' 59.05' 59.87' 225.69' 84.90' 61.33' 79.09' 109.29' 44.39' , Frank W. Harrington, do hereby certify that I am a registered land surveyor licensed under the aws of the State of Colorado, that this plat is a true, correct and complete plat of the Smith xemption as laid out, platted, dedicated and shown hereon, that such plat was made from an ccurate survey of said property by me and under my supervision and correctly shows the location nd dimensions of the lots, easements and streets of said subdivision as the same are staked upon he ground in compliance with applicable regulations governing the subdivsicn of land. N WITNESS WHEREOF I have set my hand and seal this day of ►.D. 19 kIl• Frank W. Harrington, L.S. 419598 OUNTY SURVEYOR'S CERTIFICATE Approved for content and form only and not the accuracy of surveys, calculations or drafting. ursuant to C.R.S. 1973, 38-51-101 and 102 (revised). By: Garfield County Surveyor Date: EXEMPTION CERTIFICATE This plat approved by resolution of the Board of County Commissioners at Garfield County, this day of , A.D. 19 . In filing with the Clerk and Recorder of Garfield County, such approval in no way implies that the information shown herein is true and accurate but does indicate tnat this plat is exempt from and not subject to regulation under Garfield County Subdivision Regulations at the time of its filing. Chairman Witness my hand and seal of the County of Garfield. CLERK AND RECORDER'S CERTIFICATE at Attest: County Clerk This plat was filed for record in the office of the Clerk and Recorder of Garfield County o'clock M., on the day of , A.O. 19____, and is duly recorded in Book , Page , Reception No. By: Clerk and Recorder Deputy N v c Q) -o 4-- 0 u.) -0 Q) 0 (3) 00 0) '1'51 •• Q) +-40 73 INCORPORATED ENGINEERS & LAND SURVEYORS 0 (0 00 (1) O C � a) > O 0 o U ci w I._ V) O Cn U L Q r- 0 CY) 00 O 0 c (i) (7.) 945 r:4 Cs uLD '44W Cf) 4.1� CIN Co '`1 Cf3 ci) U N C:C) C:4 '`1 N r) • 00 00 i 7 C 0 • L •. c 0 V7 -o •. 0 0 L •• 0 i✓ 0) - 03