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HomeMy WebLinkAbout3.0 Final PlatM U CID CD cv co ni a LL L Cn (D U) I C) i co c� Q C- cz c w J VICINITY MAP TABLE OF AREAS OPEN SPACE 218.418 A C. f - LOTS (4 7) 129.508 AC. *- ROADS 10.836 AC. *- TO TAL 358.762 A C. -I-- Notice.• =cording to Colorado law, you must commence any legal action based uyon any defect in this survey within three years after you first discover sa=lt defect. In no event may any legal actimt based upon any defect in this survey be commenced more than ten years , *Iom the date of the certification shown hereon. IL IN 6 VTIV. RING SPUs County Surveyors Certificate: Approved for Conte t and Form only and not the accuracy of surveys, calculatio 5 or drafting. Pursuant to C. R. S., 1973, 38-51-101 ETT O. (Signed 1.110 1 & J* Garfield CBun ty Su Attorney's Certificate. - 5 - - -- --------------- an attorney licensed to practice in the State of Colorado, do hereby certify that al/ dedications to the public as described on this Final Plot are free and clear of any liens, claims or encumbrances of record except for the following: - hat this plat contains all information required pursuant to C.R.S. 38-33.3-209 and further that this subdivision isin'�stantial compliance with the Garfield County Subdivision Regulatior�f -- --=------------ OL ----- -- -------------- Uate � _------ Plat Notes: 1. Prior to the issuance of a building permit, the owner of each lot shall prepare and submit a soils and foundation report, a grading and drainage Plan, and a geologically acceptable building site prepared and certified by a professional engineer. All improvements shall be constructed in accordance with such engineering recommendations, which shall be c condition of Los Amigos Ranch Architectural Control Committee approval and the building permit. 2. The recommendations of the Colorado State Forester and the Fire Chief as set forth in the Supplemental Declarations dated September 28, 7992 et. seg. shall be followed in the construction of all structures. J. All lots shall obtain central potable water service pursuant to agreement with the Red Canyon Water Company or its successor in interest, the Los Amigos Ranch Homeowners Association, Inc. 4. All lots depicted hereon lie within the Spring Valley Sanitation District and shall obtain central sewer service pursuant to the Rules and Regulations of the District. 5. Open hearth solid -fuel burning fireplaces are not allowed. 6. Each dwelling unit is allowed one dog. 7. Noxious weeds are the responsibility of the property owner. 8. The BLU has reserved mineral interests on the property and there may be mineral extraction activities on the property in association with these mineral rights. 9. Elk Springs Filing 6, a Subdivision of Los Amigos Ranch PUD, is part of the Los Amigos Ranch Planned Unit Development as approved by the Board of County Commissioners of Garfield County, Colorado, most recently on June 17, 1996 in Resolution No. 96-34, which is recorded in the records of Garfield County, Colorado, on June 18, 7996 as Reception No. 494584 in Book 982 at Page 103. The real property described on the within Final Plat is subject to all terms and conditions of the Amended and Restated Declaration of Covenants, Conditions and Restrictions for Los Amigos Ranch Planned Unit Development, recorded in the records of Garfield County, Colorado, on February 15, 1997 as Reception No. 421306 in Book 799 at Page 48 and the Supplemental Declaration for Los Amigos Ranch Planned Unit Development recorded in the records of Garfield County, Colorado, on -------- ----------- 2001 as Reception No. _______________ in Book Page ------------- Legend and Notes: - 0 indicates found monument as described. 0 indicates set monument, #5 rebar and Yellow Plastic Cap (YPC) L.S. 15770. Bearings ore based on found rebars and cops LS 15710 on the east line of 56.926 Common Area Parcel, Los Amigos Ranch Filing 5, Phase I, using bearing of N 0001'73' W. - Date of survey -July 2001. - Owner --Los Amigas Ranch Portnershlo 2929 County Road 114 Glenwood Springs, Co. 81601 £_� -�p ?_.:tr IT' 112 # 61h Street ..Suite 200 Cle�awood SV7-Z' qs, Colorado 216'01 970') 945-1004 ��X J 945- 5948 Aspe�z, Colorado ('970) 9,25 6727 Certification of Dedication and Ownership: KNOW ALL MEN BY THESE PRESENTS that Los Amigos Ranch Partnership being sole owner(s) in fee simple of all that real property described as: A tract of /and situate in Sections 5 and 6, Township 7 South, Range 88 West, and Section 32, Township 6 South, Range 88 West a// of the 6th Principal Meridian being more particularly described as follows: Beginning at the NE corner of Los Amigos Ranch, Filing 5, Phase 2, County of Garfield, State of Colorado; thence along the west line of said Los Amigos Ranch, Filing 5, Phase 2 the following courses: N 90°00'00" W, 890.23 feet; thence, S 00°00'00" W, 506.00 feet; thence, N 31 °53'02 " W, 246.97 feet; thence, S 90°00'00" W, 248.17 feet; thence, S 58'41 '55" W, 470.67 feet; thence, S 09'28J4" W, 434.44 feet; thence 285.32 feet along the arc of a 798.55 feet radius curve to the left having a central angle of 2028'18" and subtending a chord bearing S 31 '50 30 " W 283.81 feet,- thence, eet;thence, S 21 °36 21 " W, 29.67 feet; thence 81.47 feet along the arc of a 650.18 feet radius curve to the left, having a central angle of 7'10'45" and subtending a chord bearing S 18°00'59" W 81.41 feet; thence, N 753424" W, 70.00 feet; thence 275.67 feet along the arc of a 660.18 feet radius curve to the left, having a central angle of 23°55'10" and subtending a chord bearing S 02'28'01 " W 273.61 feet; thence, S 09'29'J4" E, 71.77 feet; thence 93. 11 feet along the arc of a 7276.02 feet radius curve to the left having c central angle of 472T14- and subtending a chord bearing S 11'402" E 93.09 feet; thence 291.40 feet along the arc of a 4537.52 feet radius curve to the left, having a central angle of 3°41'04" and subtending a chord bearing S 15 °4321 " E 291.35 feel; thence 79.23 feet along the arc of a 4531.52 feet radius curve to the left having a central angle of 0°1435" and subtending a chord bearing S 17'400" E 19.23 feet; thence, S 17°4828" E. 157.01 feet along the west line of said Filing 5, Phase 2 and the west line of Filing 5,Phose 1; thence along the west line of Los Amigos Ranch, Filing 5, Phase 1 the following courses: thence 743.59 feet along the arc of a 574.80 feet radius curve to the right, having a central angle of 15°5851" and subtending a chord bearing S 09°49'03" E 143.12 feet; thence 75.04 feet along the arc of a 209.07 feet radius curve to the right, having a central angle of 20°3351" and subtending a chord bearing S 08'27'18" W 74.64 feet; thence, S 86°5307" W, 197.30 feet; thence, S 62°18'30 W, 471.73 feet; thence, N 70'27'09 W,, 601.07 feet; thence, S 64°3935 W, 460.00 feet; thence, S 86°1800" W, 238.66 feet; thence, S 00`3117" W, 290.66 feet; thence, S 74'05'26" W, 66.74 feet; thence, S 10°0256" W, 241.69 feet to the north line of Los Amigos Ranch, Filing 3,• thence along the north and west line of said Filing 3 the following courses: thence, N 87°5155" W, 184.77 feet; thence, N 68 26 30" W, 809.47 feet; thence, S 23°14'09" W, 396.19 feet; thence, S 02°59'04" W, 235.02 feet to the west line of Los Amigos Ranch, Filing 2; thence, S 02°5854" W, 90.00 feet along the west line of said Filing 2,• thence, S 28`30108" E, 352.86 feet along the west line of said Filing 2; thence, N 8729'00" W, 900,79 feet; thence, N 0,9'J9'56- E, 1413.83 feet; thence, S 56°5543" E, 404.69 feet; thence, N 44'10'J5" E, 446.24 feet; thence, N 55`36'00" E, 60.00 fee t; thence, N J4"57'02" W, 348.06 feet; thence N 63°42'14" E, 419.11 feet; at thence, N 29'J6'78" W, 77.03 feet - thence, N 48'31'16" W, 594.13 feet; thence, S 57`41'78" W, 418.74 feet; thence 176.19 feet along the arc of a 530.42 feet radius curve to the right, having a central angle of 19'0156" and subtending a chord bearing N 36°74'07" W 775.38 feet; thence, N 26°4309" W, 19221 feet; thence 332.43 feet along the arc of a 1911.74 feet radius curve to the right, having a central angle of 9°5747" and subtending a chord bearing N 21'44'76" W 332.01 feet; thence, N 16°4522" W, 281.88 feet, - thence 53.56 feet along the arc of a 330.00 feet radius curve to the left having a central angle of 9`18'00" and subtending a chord bearing N 212422" W 53.51 feet,- thence, eet;thence, N 59°31'38" E, 400.27 feet; thence, N 3773'47" E, 1583.96 feet; thence, N 49°5821 " E, 230.26 feet; thence, N 79"1037" E, 270.18 feet; thence, N 08°4446" W, 440.74 feet; thence, N 89`402" E, 1707.39 feet; thence, S 09°0143" W, 7395.04 feet; thence, S 69°4537" E, 1334.77 feet; thence, N 042151" E, 2132.23 feet; thence, S 86°13'45" E, 49.72 feet; thence, S 87°15'05" E. 138236 feet; thence, S 07 5348" W, 1237.99 feet; thence, N 89°46'13" W, 404.81 feet; thence, S 00`003" E, 820.48 feet; to the point of beginning, containing 15, 627, 695 sq. ft. or 358.76 acres more or less. � li �p;i 1�pi � 1 11111��;;1111111111 I BER l REVISION CER TIFICA TION OF DEDICATION AND OWNERSHIP That said Owner does hereby make the following dedications of portions of the said real property.- I. All Common Area parcels depicted on the accompanying plat are hereby dedicated and set opart to the Los Amigos Homeowners Association, Inc., a Colorado not-for-profit corporation, for the use and benefit of the members and guests thereof, subject to the provisions of the Amended and Restated Declaration of Covenants, Conditions and Restrictions for the Los Amigos Ranch, Planned Unit Development and subject further to the specific easements depicted upon said Common Area parcels. 2. All streets and roads as depicted on the accompanying plat are hereby dedicated and set apart to the Los Amigos Ranch Homeowners Association, Inc., for the use of the members and guests thereof, subject to: (i) the right of appropriate public and private entities that provide utility service, including Spring Valley Sanitation District and the Los Amigos Ranch Homeowners Association, Inc., to utilize said streets and roads as utility easements; (il the right of all emergency vehicles to make use of such streets and roads under all reasonable circumstances. J. Those portions of the accompanying plat which are labeled as utility easements and/or water or sewer facilities easements, are hereby dedicated and set apart to the appropriate public and private entities that provide utility service, including Spring Valley Sanitation District and the Los Amigos Ranch Homeowners Association, Inc., as perpetual easements for the installation and maintenance of utility, irrigation and droinage facilities, including, but not limited to, water wells, water treatment facilities, water storage facilities and water lines, sewer lines and related facilities, electric lines, gas lines, and telephone lines; together with the right to trim interfering trees and brush; with perpetual right of ingress and egress for installation and maintenance of such lines and facilities. Such easements and rights shall be utilized in a reasonable and prudent manner. That all expense for street paving or improvements shall be furnished by the Seller or Purchaser, not by the County of Garfield. 1N WITNESS W&EREOF, said Owner has caused his name to be hereunto subscribed this day of _--------- A. D., 2007. LOS AMIGOS RANCH PARTNERSHIP, a Colorado general partnership SO Gref goecker as attorney in fact for Thoblds E. Neal, Monaging Partner The foregoing dedication was acknowledged before me this_ day of - ___A.D., 2007, by Greg Soecker as attorney in fact 1% Thomas E Nal as Managing Partner of Los Amigos Ranch Partn hi,5, ", f ` WITNESS MY HAND AND SEAL My commission explres: Address: Color do Avenue ,--------------- Surveyor's Certificate: y Commission expires April 28,2001 I, Kenneth R. Wilson, do hereby certify that I am a Professional Land Surveyor licensed under the law of the State of Colorado, that this plat is a true, correct and complete plat of Los Amigos Ranch Filing 6, as laid out, platted, dedicated and shown hereon, that such plat was made by me from an accurate survey of said property by me, and under my supervision and correctly shows the location and dimensions of the boundary, lots, easements and streets of said subdivision as the same are staked upon the ground in compliance with applicable regulations governing the subdivision of land. ...� .W_ IN WI TNESS WHEREOF I h a ve se t my hod day of _sitz A.D., 2001.---- � Pro fession I Lon ` S�ryeyor��sur 57 Board of County Commissioners' Certificat 0.C;,:? This Plat was approved by the Board of County Commissianers of Garfield County, Colorado, this -J�_ day of __ , 001, for filing with the Clerk and Recorder of Garfield County and for conveya ' e to the County of the public dedications shown hereon subject tot e provision that the approval in no way obligates Garfield Coun for financing or construction of improvements on lands, streets, or easements dedicated to the public, except as specifically ogreedy the Bo ro, of County Commissioners. tChairman - -- ., gess '`myid Anda seal o the C gun of Af tes t: (""Coun y Clerk - ~,.-- 0 Clerk and Recorders Certificate. This plat was filed for record in the Office of the Clerk and Recorder of Garfield County, Colorado, at o'clock R M., this __ 7t' - day ofd jpMO _ , 2001, In Book ------- at Page -------- Reception No. �`l$Q__-• 0- LOT 44 LOT 39 LOT 19 LOT 5 ,.SEE SHEET 4 � N883234 "W 1 ' lb Eg' N88 32 34 "W 316.97' 314.75' ,1 r �� �s�• v ,� N90 00 00 W s oy- �� , �s\2 N8832 34 "W Q �,. Q�,ca°} ��' \ 207.67' N883234 "W O 451.41' v �� ` > r� ,��j 785.22' 9p�� 8� = LOT 45/ 'R ��, LOT 38 W N900000"W 9 '6� 1 2.762 A C. 13 j �� v .� 2. 76 A C. f - LOT 20 v C43 169.32' z OCp , �z 5882323E1 26 \ �• p� �' O ro°� O N o0 2. 139 A C f - o a C42 326.17' i '%o N1Qy 124.73 201.44' 1 �. �- Nom• f z z LOT4 C19 9�sr'�y J. 738 A C. f - 1 �e o �� �� j�J 23g25'� _ S895825"E -NA c�,•, LOT l i QA_//7g. `�n w a - �. 89 i - / A C. f t �\ 2 s 4 57 yl,CO, 1s1.2o' v E �'� N C38 1 C24 °% ' 0 LOT 2 S/9 sV' 1 c18 �7g� 1_20,55, g S89`5825"E t��%�� 12� 2.355 �I C. f- sem° s`� �sr'yy.2 x.15 124.9 ' - r3¢ �339.42 / 6 0 X10.11 06 N LOT 46 � �t s v c � 1 5 �„, k k 2.870 AC. -f N�3�8 , C16 �`�� SssSs 8"w - l��so> ,� ,� _ �, �+ / >6 yv �/ / l 4 ` 90 1 S89 58 251E N S 57 ' [ 6 5 96 v �, /\ o�� W� �� '��`�9 �,^�� LOT 37 20 4a' z N / r� �o Og it N3,6i2 \� ��\ 5� /� / 2.017 AC. f �`� 1 ��, N � ��/0$ �"' ho �w 3z'23'Zg 7 04,0 � $ � / � � ,� � , ,, _ Z LOT 21 �, N � � ^� �� �`�' ,� °°� o,� / 1� W `9 �� 2.047 AC. f � / LOT 3 �% ^% �' C32 Il LOT 47 s �/�� �' � Qn °' N ��5' / 3.034 AC. *- o �`�' 2.816 A C. f \ o� /�A� l` \sp� �� '"3� °' �� �1,�� i X950 y)„ IVS�00 47"yy �"��5° D` No�p�` X23 7 1 O yv� C15 S\ �F / `�/ `� 00 , / $3 85.22' �� S� �' mss¢ ���/ G�0 10 00 \ ``�, 19' /, C, sr4�r., 1,2p"E �� tea.- �ZZ r34 1 $'3� .� \. �(� LOT 36 , 5%0.06 © ��, X37 / , N72'�i moo- 6 s`3o 31"W z `s - z �6� �s \s' Q- '�� 2.224 A C. f - 1 19 ,,,`� �a �/ 2 97 21 �2 �\ `cs3'�s s7 3315 �° 1 o w 14� s\mss �a' '00 L \ `9' �. ,' v C28 2� C39 ti^� oit 561 61 LOT 26 bN _ N84 -04'04''-E- - 84.04'04' E �� o �� 12 LOT 33 �� `" 26 -- �- 46' +N / `�• C41 c31 "� \ \ 1 Cg �C14 75� , 238. Op" �oy �� 4'24 \ a, . 649 A C. f 2173 A C. f - � ' i 3 cis t 6 C21 76.56 56/ 4.4$`���E` C27 N66 Og 2`\, 1 o 1 NV cp, oa i i �r��-�T� �6 `�T�,.�. % � X184 04'04 ,E / 2 ,�, ,, c29 �_ Q �� cA �' EAS E 19 �'s . "�N �„ C 6 359.76' LOT 22 > �l '� 5 Ems_ L13 Z ��`o o 'a/ N N 2. 788 AC f- °o�,�h , s8p 28 Cao 10 3?126= = N720,54 �, ,� $�2� \ 56x.24 6\ a V 10' N8424 04"E _-- ,N �h °01 °�� �,`'�� ~253 ° `' �' ; �. N74 2��' L Q T 25 \\ \ 2 20 � � c� r �- '� � 0 1 p'� � V � j 57.5 � ' V 1 � 171. �i o G 248.24 w Q, �i L,, �,� _ �� `�LOT 23 7.756 A C. +:3 20 UTILITY c35 y o L34� EASEMENT W , O rn ate- 216 "'N c 10' �� \ LOT 35 - Q o, 35'� 2.060 A C. LOT h \\ f C) ]] j s .'\'- 1 .o� / ''� sss 03 50"W �� 2. ,332 A C. f _ W , 64 %� z 24 30 / 0 6s, s3' l ��ti \ A. % 1�0 N �� o o N6 1� 5 / I \ pT 47 8.11 ' 6 �_ v N O o 1.928 A C. f 2 /6' N86 °53 07 E 197.30' =3. 9 7' s� � , �S r�5 0 0 0� "'/ s `�`s a `"� "� 1 ��2=rte,• � N o v � I � o � � � / 1� / / 15 �sa y p� 5 of N V , 50'' 6 LOT 32 0\� 5 0- s5 15• L D T 34 o \ 0 2.285 A C. f - �` 2.329 A C. - s\F �� \ A-39� o� ,o L o T 40 NV , �6 5 �1 c� W V a, w_ 3 ��\a,.r N 6 g 1 s \" X56 2/5 � ms`s" --- N� 6 q °3 �' 1 1 s3�i S 0,, 1 / 74.11' v� / 1$ ° 33 O �- 5874.47 W g x741'18' ,�, , \ / 6 2 /\ s �- �p s3� q C ti 14 V X16 0 9� Q j °,» 437.73' i N� �• h �� �.3 j\ 586 18 OD w 1 LOT 37 °°' dr A� 198.47' 238.66 LOT 37 ', �� / LOT 28 4 LOT 36 j j LOT 39 0 2.222 A C. f / f 2.224 A C f - �, � \ c20 1 � � LOT T 38 ,V sss °171St"W � � 1 tis e ��` �� .,��'� � 2 ate__ S \ �� ,,o � ,� � 174. ss' � � � � l� - ! _._. - 1 _ _ �! � 1, ' / / ♦ / LOT 27 o LOT 35 p l- / o f 17 \ ,�o ) ,��7.999 AC f- d o N L0T 34 I �1 �$' ys L O T 3021 "W I ' S850 / `'a' 2.727 AC.f- 0�� s ���� `723 __ 219.ox' 80.65' sQ2 5 ni AG. <s j- t 100 'nN AREA L2/ commu � 56626J'°, 30' DRAINAGE F 2�9 �� EASEMENT 9 4 / p7'27' E �� / i 92' F N90 0o'o0"W 5� c45 7 .55 LOT 33 / rg �� LOT 29 / /. 2.008 A C. f TYPICAL LOT AND BUILDING ENVELOPE N880901'E � / LOT BOUNDARY L o T 23 143.92' / / 5UILDING ENVELOPE N87 51 55 "W / LOT 24 L J C I i I GRAPHIC SCALE 0 50 100 200 400 ( IN FEET ) 1 inch = 100 ft, Notice.• SURVEYORS SCHMUESER GORDON MEYER INC. According to Colorado t¢w, you Trust commence - ENGINEERS any legal actwn based upon any defect in this survey within three years after you ;�l 178 W. 6th Street, s+Va 200 Arst discover such defect In no event may Glenwood Springs, Colorado 81601 any legal action based upon any defect an this survey be commenced more than ten years (970) 945-1004 (FAX 945-5948) Irom the date of the certification shown SCHMUESER hereon Aspen, Colorado (970) 925-6727 GORDON MEYER Sqm@Sam-In C. com NOTE- CONSTUCTION OF IMPROVEMENTS ON ALL LOTS SHALL BE LOT 25 WI THIN THE BUILDING EN VEL OPE DESIGNA TED HEREON AS PRO VIDED IN THE AMENDED AND RES TA TED DECLARA TION OF COVENANTS, CONDI TIONS AND RESTRICTIONS FOR LOS AMIGOS RANCH PLANNED UNIT DEVELOPMENT ELK \ 6 7 9 LOS , RANCH NUM- BER REVISION 0 • LINE TABLE LINE BEARING LENGTH L7 N78 0727'E 160- 99 L2 N780727'E 731.77 L3 S14 0526"W 56.74 L4 N557 7 42"W 347.85 L5 N55'17 42 "W 50.02 L7 N34 57 02 "W 183.50 L8 N254855 "E 72.18 L 9 N25 48 55 E 112.33 L 12 5722844 "W 131.81 L 13 5722844 "W 99.29 L 14 N41 '1959 E 22.38 L 15 N41 '19'59 E 54.57 L16 N41 '19'59 E 135.85 L 17 N212531 "E 109.26 LIS N2125 37 "E 207.73 L19 1 572 2844 "W 32.52 L20 S55'36'00 "W 60.00 L21 5574427"W 137.30 L22 S6744 27"W 66.20 L23 564 22'40 "W 99.08 L24 56744 27"W 101.34 L25 S5744 27"W 102.75 L26 S64 22'40'W 99.08 L27 574 3331 "W 797.06 L28 574 3337 "W 93.66 L29 574 3331 "W 100.96 L3O S7748281E 116.79 L31 S1748281S_ 40.82 L32 51542 09 "W 3726 L 33 S7542'09 "W 20.37 L34 S8534'3'311W 55.51 L 35 531119,451, 791 L36 N5515021F 5,00 L37 N25 48'55 E 79.26 L38 N2548 55'E 72.92 0 • LOTS/ 1 Wa Job No. 1 502 Drawn by: Dote: JUL Y 00 Appr. by., KW File: LA6-S2 0 CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD DIST CHORD BEARING DEL TA C1 317.72 258.30 136.77 251.25 S78 35'07'E 4634 51 " C2 257.72 209.52 110.94 203.60 S7835'077- 46J452 " C3 919.06 259.77 130.76 258.91 547 71 '50'E 7611 '41 " C4 859.06 236.35 118.93 2J5,61 S45 43'00'E 15 45 49" 05 919.06 66.56 33.29 66.54 53701 31 'E 408 57" C6 150.70 122.73 65.00 119.37 S49'08'50 "W 46'33 49 " C7 90.70 73.87 39.12 71.84 549 08'50 "W 46'3949' C8 430.00 233.75 179.84 230- 88 N5654227- 3108'46" C9 320.26 275.84 747.13 267.39 N5834 57"W 4920'56" C70 6000 83.83 50.39 77.18 S09 5345E 80,0j,05 " C71 6000 90.65 56.50 82.27 N8647537_ 8633'40" C12 60.00 56.31 30.42 54.27 N16 3745 E 534634 " C13 60.00 59.72 32.59 5728 N38 46'17"W 570137" C14 60.00 34.90 17.96 34.47 N83 5648 "W 337937 " C15 370.26 284.26 149.55 277.33 N56'04'54 "W 4359'16" C16 830.00 240.031 120.86 239.79 N3302'53E 1634'10" C17 370.00 201.13 103.12 198.67 N5654 227- 3108 46" C18 770.00 26754 13513 266.19 N312245'E 195427" C19 830.00 48.36 24.18 4835 N2305401E 320'17" C20 859.06 25.43 12.71 25,4J S54 2647'E 1-4745- 4745"C21 C21 320.26 5.00 2.50 5.00 N34 21'1,9 "W 0 53'40" C22 720.00 255.91 129.32 254,56 S1554401E- 202152" C23 780.00 212.00 106.66 211.35 51818 25'E 1534 22" C24 780.00 65.23 J2.64 65.21 50807'29 E 44 7JO " C25 150.00 777.97 62.23 714.95 54837127E 4519.341' C26 21600 165.16 87.12 160.94 S48 37 277_ 45'0341' C27 1280.00 42.69 21.35 42.69 572 06 371E 7'54'40' C28 1220.00 265.24 133.14 264.71 S772259 E 722723" C29 1280.00 235.59 118.13 23525 S7820'19 "E 103243" C30 530.00 89.27 44.74 89.16 588 26'11 'E 9 3907 " C31 470.00 227, 41 115.98 225.20 M8136 07 E 274J21 " C32 305.00 54.19 2717 54.72 S69:28'06 "W 10,10,51" C33 530.00 175 73 88.68 174.93 N77'74 231E 18'59'51 " C34 245.00 43.53 21.82 43.48 56928,0,5"w 1010'51 " C35 209.07 75.04 37.93 74.64 NOS 27'18 EE 20 3351 " C36 514.80 143.59 72.26 143.72 N09'49'02 "W 155851 " C37 4531.52 19.23 9.61 19.23 S17 41 '10'E 014 35" C38 4537.52 291.40 145.75 297.35 S1543 21 'E J'41'04' C39 230 00 13.50 6.75 13.50 N66 0334'E J'21'47" C40 170.00 9.98 4.99 9.98 N6603'347_ 321'47" C41 470.00 7.59 3.80 7.59 S84'04'26 "E 0'55J2" C42 457.34 171.07 86.55 170.07 SO4 59'13 "W 2125'53- 12553"C43 C43 517.34 193.51 97.90 19238 SO4 59'13 "W 212553" C44 969.06 787.66 94.72 187 36 S48 79,39'Z- 110543" C45 367.72 15064 76. 39 149.59 N895136 E 2328'78" C46 60.00 6.76 3.09 6.16 527-11-11'WI 553'74" LOTS/ 1 Wa Job No. 1 502 Drawn by: Dote: JUL Y 00 Appr. by., KW File: LA6-S2 0 GRAPHIC SCALE 100 0 50 100 200 COMMON A REA LING` TABLE FILING 6 AMIGOS RANCH P LINE BEARING LENGTH L 1 50144 38 "W N8152'16., F4' L2 N1155 46'E 119.49 L 4 N17'55461S- 213.30 L5 N115546 - 322.40 L6 NI 15546 E 109.57 L7 N11'55467- 336.95 LB N104601'E 149.56 L9 S08 07'12 "W 108.38 L 10 S0807'12 "W 85.04 L11 N10'46'011- 149.56 L 12 508'07'12"W 86.22 L 13 509 36 50 "W 110.04 L74 S09 36 50 "W 110.04 L 15 515'42'09 "W 286.17 1�615276-W 515'42'09"W 303.06 L17 N2125 31 'E 222, 58 L 18 30' DRAINAGELOT EASEMENT 300. DD L 19 N212531 'E 295.38 L20 N212531 E 237.61 75 o 45.30 L22 5014438 "W 4.693 AC. f- L23 5014438"W 59.30 L24 N19'30 57"W 11.90 4'1148" � CIO 647.61 21.39 10.69 / N14452J "E 15331 " 266.58' -" - 707.61 37.38 18.69 37.37 N1471211E- 30135" / 265.25 164.27 84.87 161.66 S3910'03"W 3529'03" C13 :57'17'E 717'E557.62' 204.89 111.90 196.49 550'01'24 "W 557 62' C14 i 162.68 82.12 161.92 31 W 1976 27" C15 265.25 100.51 50.87 99.91 S67 -4555"W 21-42417 " 219.44 54361 1-� 59.43 118.17 ,�! 1 12 2845" GRAPHIC SCALE 100 0 50 100 200 COMMON A REA LING` TABLE FILING 6 AMIGOS RANCH P LINE BEARING LENGTH L 1 50144 38 "W 191.03 L2 N1155 46'E 119.49 L 4 N17'55461S- 213.30 L5 N115546 - 322.40 L6 NI 15546 E 109.57 L7 N11'55467- 336.95 LB N104601'E 149.56 L9 S08 07'12 "W 108.38 L 10 S0807'12 "W 85.04 L11 N10'46'011- 149.56 L 12 508'07'12"W 86.22 L 13 509 36 50 "W 110.04 L74 S09 36 50 "W 110.04 L 15 515'42'09 "W 286.17 L 16 515'42'09"W 303.06 L17 N2125 31 'E 304.60 L 18 N2125 31 'E 300. DD L 19 N212531 'E 295.38 L20 N212531 E 237.61 L21 N2125'311E- 45.30 L22 5014438 "W 131.73 L23 5014438"W 59.30 L24 N19'30 57"W 11.90 GRAPHIC SCALE 100 0 50 100 200 COMMON A REA Not?cm- According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover succi defect. In no event may any legal action based upon any defect in t'4u survey be commenced more than ten years from the date of the certification shown hereon. ( IN FEET ) 1 inch = 100 ft. 400 6��JgZ o_ 0 \\ �o 510 "_� 5 ! a \ \; LOT 41� 3.786 AC. f- � tv Q w 71 lb sr. LOT 42 \; \ C16 3.057 A C. C12 �� X0629, w C13 3 C14 Lor 16 FILING 6 AMIGOS RANCH P CURVE TABLE 4.12J AC. f- C CURVE RADIUS LENGTH TANGENT CHORD DIST CHORD BEARING DELTA C1 284.54 50.58 25.36 50.52 N06 50'12'E 10"1108" C2 344.54 51.25 30.71 61.17 N06 50'12'E 10,71,08" C3 266.40 98.85 50.00 98.28 N0853'09 "W 21'15'J5" C4 2224.03 102.75 51.39 102 75 S09 2637"W 2 38'50" C5 2164.03 99.98 50.00 99.97 S09 2637"W 2J8'50 " C6 3834.63 99.99 50.00 99.99 N0852'01 E 129'39" C7 3774.63 91.93 45.97 91.93 N08 54 58'E 12344 " C8 707.61 37.82 18.91 37.81 N1108'42 E J03'43" C9 647.61 47.43 23.73 47.42 N114244'E 4'1148" � CIO 647.61 21.39 10.69 21.38 N14452J "E 15331 " C11 707.61 37.38 18.69 37.37 N1471211E- 30135" C12 265.25 164.27 84.87 161.66 S3910'03"W 3529'03" C13 205.25 204.89 111.90 196.49 550'01'24 "W 5711'45" C14 483.61 162.68 82.12 161.92 58875 29 "W 1976 27" C15 265.25 100.51 50.87 99.91 S67 -4555"W 21-42417 " C16 54361 118.40 59.43 118.17 S84 5138 "W 1 12 2845" C17 543.61 334.71 172.85 329.45 N71 '15 38"W J57641' C18 483.61 273.29 140.40 269.66 N65 '5458 "W 32 22'39 - Not?cm- According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover succi defect. In no event may any legal action based upon any defect in t'4u survey be commenced more than ten years from the date of the certification shown hereon. ( IN FEET ) 1 inch = 100 ft. 400 6��JgZ o_ 0 \\ �o 510 "_� 5 ! a \ \; LOT 41� 3.786 AC. f- � tv Q w 71 lb sr. LOT 42 \; \ C16 3.057 A C. C12 �� X0629, w C13 3 C14 58718'11 'E 491.80' Lor 16 FILING 6 AMIGOS RANCH P p W 4.12J AC. f- C IS; v� �z a Lor 17 q f 3.711 AC.f- �o 3.413 AC. f-� C5 / 05.9 256.44' Q, 58718'11 'E 491.80' C17 C18 NAI 5� 130.60 0 C�' f 6';-- � ?� 2 � - �' ��' , 22� \ S y6.45'5� ,Ov �\ C a` �� 33.73 ���� LOT 4D ° hv LOT 18 LOT 43 _ �ti '� c� 01 2.173 AC. f� ���2.097 AC. f- 2.800 A C. f ''� N89 40 23 "W'� 1V89 40 23"W Q 160.44' 191.07' C9 N894023"W N8940'23"W 292.78' 38' _ , Ng'� : 310. C10 N894023"W � N89 4D'23"W �� '�� `'�� y, 'n7 11W Q 171.41 ' 19751' 587.18'11 'E E190.76' FILING 6 AMIGOS RANCH P p W 1,90 i67 W A- 117724' v� �z a Lor 17 q �0 3.711 AC.f- �o 3.413 AC. f-� C5 / 05.9 09 # 1 0 0� 142.83' '1 586 32 01 'E 162.89' 589'4J'26 "E k , 442.6,9' \o- "o_ File: LA6-53 C17 C18 NAI 5� 130.60 0 C�' f 6';-- � ?� 2 � - �' ��' , 22� \ S y6.45'5� ,Ov �\ C a` �� 33.73 ���� LOT 4D ° hv LOT 18 LOT 43 _ �ti '� c� 01 2.173 AC. f� ���2.097 AC. f- 2.800 A C. f ''� N89 40 23 "W'� 1V89 40 23"W Q 160.44' 191.07' C9 N894023"W N8940'23"W 292.78' 38' _ , Ng'� : 310. C10 N894023"W � N89 4D'23"W �� '�� `'�� y, 'n7 11W Q 171.41 ' 19751' # t f 1 1 L ---------j L - _._ _.._---- ELK SPRINGS SUBDI VISI N EXEMPTION LOT 1 LOT 2 # 100' ACCESS, UTILITY, & PEDESTRIAN EASE>ENT N89 45'37 "W 50' ACCESS, PEDESTRIAN AND UTILITY EASEMENT 373.83' C1 N694537"W C2 142.85' ° LOT 9 7, �` z °3.354 AC. ! I 5894J'267 - 142.83' 8943'26E142.83' S89 *4J26 "E 453.20' ol ��- S8 43 26'E 14 42.83' 0 Q) LOT 8 h 3 439 A C. f -W 5694326'E 1428J' S89 4326 "E 454.59' c �Z FILING 6 AMIGOS RANCH P p W IV83 73 J6'!,y W A- 117724' v� C3 a COMMON #f # AREA # C4� 3.413 AC. f-� C5 / 05.9 09 # 1 0 0� 142.83' '1 # t f 1 1 L ---------j L - _._ _.._---- ELK SPRINGS SUBDI VISI N EXEMPTION LOT 1 LOT 2 # 100' ACCESS, UTILITY, & PEDESTRIAN EASE>ENT N89 45'37 "W 50' ACCESS, PEDESTRIAN AND UTILITY EASEMENT 373.83' C1 N694537"W C2 142.85' ° LOT 9 7, �` z °3.354 AC. ! I 5894J'267 - 142.83' 8943'26E142.83' S89 *4J26 "E 453.20' ol ��- S8 43 26'E 14 42.83' 0 Q) LOT 8 h 3 439 A C. f -W 5694326'E 1428J' S89 4326 "E 454.59' c / FILING 6 AMIGOS RANCH P S89 43 26 "E {{ 142.83' �# O ff� dob No. 1502 I� f LOT 7 { C4� 3.413 AC. f-� C5 / f � # S894326'E 0� 142.83' '1 Appr. by' KW 589'4J'26 "E 442.6,9' \o- "o_ File: LA6-53 589 E 142.83' 2.8j, 0 C6 �. LOT 5 3.286 AC. * -1111 h Z( 5894326'E �r 132 63' C8 589 43'26 "E C11 427.71 ' 57-7*4'+ O 589 43 26 "r- 144-92' -r �� p 1 22 ,A\\ ,y� ' 122.42' 3O' DRAINAGE ��^� LOT 44 �v >\ ^��I `� LOT 19� 2. 74 5 AC. f- k �,,�� LOT 39 L o �'{ EASEMEN T�^, ti 1� 2.018 A C. f -'�� 2.113 AC. f - `� , SV N 0W 3.LOT 5 297 AC. f v N88 3234 "Wh N88 3234 "W = N90 DO'00 "W 185.52' 199.81' 132.76' �4 sto> �2 F N88 32 34 "W � N88:32'34 "W ' 09 316.97' 314.75' 41 N90 00'00 "W LOT 45 451.41' LOT 38S E ,� T-1EJ 3 LOT 4 LOT 20 Q), COMMON AREA SURV S EERS GMGlenwood = SCHMUESER GORDON MEYER / FILING 6 AMIGOS RANCH P NB R {{ DATE �# 1 dob No. 1502 EOF 5: f � { I � # / f � # I f# f� ## {{ #{ # SURV S EERS GMGlenwood = SCHMUESER GORDON MEYER SCHMUESER GOIRDON MEYEIR INC.SPRINGS, 118 W. 6th Street, Suite 200S Springs, Colorado 81601LOS (970) 945-1004 (FAX 945-5948) Aspen, Colorado (970) 925-6727 Sgm 95gM - in C. COM FILING 6 AMIGOS RANCH P NB R REVISION DATE BY dob No. 1502 EOF 5: Drawn by: Date: JUL Y 00 Appr. by' KW File: LA6-53 ----------------------------- � f E 1 50' ACCESS, PEDESTRIAN AND Z U TIL 1 TY EA SEMEN T N90 100'00 -E N90'00'00 "E 469.23' 397.93' v � � rn Ngo 00'00'E 580 57'47 - 235.76'- - J 254.66, LOT 77 tK LOT 12, I � o 3.546 AC+- oN , N 3.936 A . f -uo �» o v N79'10 3 ho `9, N ��_ co c / \ ; 584'13'29 "W LOT 13 6 J-301 AC,*- Ss274'. z C \ 124.09' �� o W v v 5-2,;79.,98, E •���p`L \ 0/ L1 O h GRAPHIC SCALE loo o so 100 200 400s`s>• C7 �� L2 O 500,58' 3 tip- { IN FEET) I inch. = 100 ft. ~ 580 46 �` OPEN SPACE D7'E b• �'' N85 4YO57- - Q _ z 276 p j �j ` _ O LOT 70 W 1--- - - - - - - - - - 0 - L0T74 C6 }a S. f 1 4,156 A C. -k 1N o ` 3.380 A C. w C5 2 p� 8 44 1y_ 1 CSL mq- 32 53 E 112.66' � COMMON AREA �� N�SSS 07 � - - 4g ELK SPRINGS SUBDITVILSION EXEMPTION i rIV8j 73'36 777. ` 24' I Lor I / f C9 COMMON A REA / 100' ACCESS, UTILITY, & PEDESTRIAN EASEMENT SES' T 4 LOT 15 30' DRAINAGE / EASEMENT / / 09 - - - - LOT 9 i i i r �otzCe_ NUM- REVISION DATE BY Job No. 1502 SURVEYORS SCH UESER GORDON MEYER INC.SPRINGS, N BERto Colorado law, you must commence ENGilVEERS Drawn 6gal action bused upon any defect in8 6th Streets Sifite 2Q0 Ythis survey within three years a}ter you S RANCH Date • c1 UL I 00 first discover .such defect In no event maySGm {aletlWO©L� S�Jrlrlg$, COiOrat�O 81f01 I any legal achon based upon any defect in (970) 945-1a�4 (FAX 945-5948) this survey be commenced more than ten years �+ ��++ from tine date of the certzficattion shown SGHMUESER ASAPin� GO®rado l9iQl 925-V72% hereon GORTON MEYER Appr. by. - Sqm @Sgm - i17 C. Com File: LA6-S4 OF LINE TABLE LINE BEARING LENGTH L 1 N80 53 28'E 282.91 LZ N80 5328"E 265.98 L3 N6958 C13'E 141.80 L4 N69 *58'03 "E 137.93 L5 508°1106'E 68.53 L 6 508'11 D6'E 68.5J; L7 N367422 "W 61.15 LS N367422 "W 61.15 L9 N993057"W 79.29 L10 N1930a7"W 111.15 L 11 N19 30 57"yy 43.77 CUR VE TABLE CURIE RADIUS LENGTH TANGENT CHORD DIST. CHORD BEARING DEL TA C1 60.OD 93.72 59.47 84, 48 N73 44'16 "W 89:29 38" C2 SCI. DO 67.65 37.93 64.12 5297254 "W 64:36 D2" C3 60.00 68.17 38.30 64.56 5353806 E 6506 SID" C4 6[3.00 43.06 22.50 42.14 N3175'17'E 4107'13" C5 190.11 93.08 47.49 92.16 5227244'E 280.3'16" C6 130.11 63.71 J2.51 63.07 52272'44 "E 28 03'16" C7 .3'1791 9279 46.73 9246 N27`5239 "W 154326" CS 377.91 110.30 55.55 109.91 N27 52'39 "W 16'4J26 „ C9 206.40 76.59 .38.74 76.15 N08 53'09 "W 21 '1535"