HomeMy WebLinkAbout1.02 PlatVicinity Map
Scale: I"= 2000'
EXEMPTION LOT NO. 3
A PARCEL OF LAND SITUATE IN THE NE114SW114SW114 OF SECTION 3, TOWNSHIP 6 SOUTH, RANGE
93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST l/ 16 CORNER OF SECTION 3, AN ALUMINUM CAP 1: S NO. 16397
FOUND IN PLACE AND PROPERLY MARKED; THENCE S00°26 -3T E ALONG THE EASTERLY LINE OF THE
SAID NE114SW114SW114 A DISTANCE OF 19.86 FEET; THENCE DEPARTING SAID EASTERLY LINE
S89 °38'40 "W 4.73 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF COUNTY ROAD NO. 233, A
REBAR AND CAP LS NO. 36572 SET IN PLACE, THE TRUE POINT OF BEGINNING; THENCE ALONG SAID
WESTERLY RIGHT-OF-WAY ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 6 75.45
FEET, AN ARC LENGTH OF 168.82 FEET (CHORD BEARS S07°49'35"W 168.38 FEET) TO A REBAR AND
CAP LS NO. 36572 SET IN PLACE; THENCE CONTINUING ALONG SAID WESTERLY RIGHT -OF --WAY
S00 °11'40"W 135.71 FEET TO A POINT ON THE CENTERLINE OF AN EXISTING ROAD, THENCE
DEPARTING SAID WESTERLY RIGHT-OF-WAY N44 *41'1 3"W ALONG SAID CENTERLINE 96.18 FEET,•
THENCE CONTINUING ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING
A RADIUS OF 140.00 FEET, AN ARC LENGTH OF 77.62 FEET (CHORD BEARS N60°34'12"W 76.63 FEET);
THENCE CONTINUING ALONG SAID CENTERLINE N76 27'12"W 36.24 FEET; THENCE CONTINUING
ALONG SAID CENTERLINE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 180.00
FEET, AN ARC LENGTH OF 36.53 FEET (CHORD BEARS N70 °38'19 "W 3 6.4 7 FEET); THENCE
CONTINUING ALONG SAID CENTERLINE N64 °49'26"W 6 7.2 5 FEET; THENCE CONTINUINC ALONG SAID
CENTERLINE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 4 70. 00 FEET, AN ARC
LENGTH OF 181.73 FEET (CHORD BEARS N75 °54'04 "W 180.60 FEET); THENCE CONTINbING ALONG
SAID CENTERLINE N86 05842 "W 93.23 FEET; THENCE CONTINUING ALONG SAID CENTERLINE ALONG
THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 450.00 FEET, AN ARC LENGTH OF 104.25
FEET (CHORD BEARS S86 23'05"W 104.02 FEET); THENCE DEPARTING SAID CENTERLIAE
N00 26'17"W 100.85 FEET; THENCE N89.38'40'E 661.13 FEET TO THE TRUE POINT OF BEGINNING,
SAID PARCEL OF LAND CONTAINING 2.201 ACRES, MORE OR LESS.
TOGETHER WITH AND SUBJECT TO A 25 FOOT WIDE ACCESS EASEMENT DESCRIBED AS FOLLOWS:
A STRIP OF LAND 25 FEET IN WIDTH SITUATE IN THE NEI 14SWll4SW1/4 OF SECTION 3, TOWNSHIP
6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF
COLORADO, SAID ACCESS EASEMENT LYING 12.5 FEET TO EACH SIDE OF THE FOLLOIUNG
DESCRIBED CENTERLINE:
COMMENCING AT THE SOUTHWEST l/ 16 CORNER OF SECTION 3, AN ALUMINUM CAP LS NO. 16397
FOUND IN PLACE AND PROPERLY MARKED; THENCE S00 °26'3T E ALONG THE EASTERLY LINE OF THE
SAID NE114SW114SWll4 A DISTANCE OF 19.86 FEET; THENCE DEPARTING SAID EAST iRLY LINE
S89 038'40"W 4.73 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF COUNTY ROwD NO. 233, A
REBAR AND CAP LS NO. 36572 SET IN PLACE; THENCE ALONG SAID WESTERLY RIGHT-OF-WAY
ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 675.45 FEET, AN ARC LENGTH OF
168.82 FEET (CHORD BEARS S07°49'35"W 168.38 FEET) TO A REBAR AND CAP LS NO. 36572 SET IN
PLACE, THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY SOO 011'40 "W 135.71 FEET TO A
POINT ON THE CENTERLINE OF AN EXISTING ROAD THE TRUE POINT OF BEGINNING, THENCE
DEPARTING SAID RIGHT OF-WAYAND ALONG SAID CENTER LINE THE FOLLOWING EIGHT (8)
COURSES:
1) N44 -41'13"W 96.18 FEET;
2) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 140.00 FEET AN ARC
LENGTH OF 77.62 FEET (CHORD BEARS N60 34'12"W 76.63 FEET);
3) THENCE N76 27'12 "W 36.24 FEET;
4) THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 180.00 173E77, AN ARC
LENGTH OF 36.53 FEET (CHORD BEARS N70 °38'19"W 36.47 FEET);
5) THENCE N64 °49'26"W 67.25 FEET;
6) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 4 70. 00 FEET, AN ARC
LENGTH OF 181.73 FEET (CHORD BEARS N75°54'04"W 180.60 FEET);
7) THENCE N86°5842"W 93.23 FEET;
8) THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 450.00 FELT, AN ARC
LENGTH OF 104.25 FEET (CHORD BEARS S86°23'05"W 104.02 FEET) TO THE POINT OF TERMINUS
WHENCE THE SOUTHWEST 1/ 16 CORNER OF SAID SECTION 3 BEARS N79°21'59"E 676.53 FEET, SIDE
LINE TO BE LENGTHENED OR SHORTENED TO CLOSE UPON PROPERTY LINES.
Rhoades
Subdivision Exemption
Parcels of Land Situate in the SWI/4 of Section 3 and in the SWI/4 of Section 4,
Township 6 South, Range 93 West of the 6th Principal Meridian,
NOEL EXEMPTION NO.2 County of Garfield, State of Colorado
A PARCEL OF LAND SITUATE IN THE SW1 /4 OF SECTION 3, AND THE SE1 /4 OF SECTION 4, TOWNSHIP 6
SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF
COLORADO BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST l/ 16 CORNER OF SECTION 3, AN ALUMINUM CAP LS NO. 16397 FOUND
IN PLACE AND PROPERLY MARKED; THENCE S00 °26'3 TE ALONG THE EASTERLY LINE OF THE SAID
NE114SWII4SW114 A DISTANCE OF 19.86 FEET; THENCE DEPARTING SAID EASTERLY LINE S89°38'40"W
4.73 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY OF COUNTY ROAD NO. 233, A REBAR AND CAP
LS NO. 36572 SET IN PLACE, THENCE ALONG SAID WESTERLY RIGHT-OF-WAY ALONG THE ARC OF A
CURVE TO THE LEFT HAVING A RADIUS OF 675.45 FEET, AN ARC LENGTH OF 168.82 FEET (CHORD BEARS
S07049'35"W 168.38 FEET); THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAYS00"11'40"W
135.71 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY
RIGHT-OF-WAY S01 028'25'E 64.14 FEET TO A REBAR AND CAP LS NO. 10871 IN PLACE; THENCE
CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY SOO 26'l XE 274.54 FEET TO A POINT ON THE
SOUTHERLY LINE OF THE N1 / 2SW1 / 4SW1 / 4 A REBAR AND CAP LS NO. 10871 IN PLACE; THENCE
DEPARTING SAID WESTERLY RIGHT-OF-WAY S89 038'42"W ALONG SAID SOUTHERLY LINE 1102.21 FEET TO
A REBAR AND CAP LS NO. 31143 IN PLACE; THENCE DEPARTING SAID SOUTHERLY LINE N00 '2228"W
140.05 FEET TO A REBAR AND CAP LS NO. 31143 IN PLACE; THENCE S89-38 23"W 375.47 FEET TO A
REBAR AND CAP LS NO. 31143 IN PLACE; THENCE S00 25'46'E 340.00 FEET TO A REBAR AND CAP LS NO.
31143 IN PLACE; THENCE N89 -37'32'E 175.00 FEET TO A POINT ON THE WESTERLY LINE OF THE SWI/4
OF SAID SECTION 3, A REBAR AND CAP LS NO. 31143 IN PLACE; THENCE S00°2545"E ALONG SAID
WESTERLY LINE 461.17 FEET TO THE SOUTHWEST CORNER OF SAID SECTION 3, AN ALUMINUM CAP IN
PLACE; THENCE DEPARTING SAID WESTERLY LINE S8903728"W ALONG THE SOUTHERLY LINE OF THE
SE114SE114 OF SAID SECTION 4 A DISTANCE OF 1324.66 FEET TO THE E1/ 16 CORNER BETWEEN
SECTION 4 AND SECTION 9 AN ALUMINUM CAP LS NO. 16413 IN PLACE, SAID POINT ALSO BEING THE
SOUTH EAST CORNER OF OLD BRIDGE SUBDIVISION; THENCE DEPARTING SAID SOUTHERLY LINE
N00 016'59 "W ALONG THE EASTERLY LINE OF SAID OLD BRIDGE SUBDIVISION 513.86 FEET TO A POINT ON
THE CENTERLINE OF RIFLE CREW THENCE CONTINUING ALONG SAID EASTERLY LINE AND SAID
CENTERLINE THE FOLLOWING FIFTY-TWO (52) COURSES:
1. THENCE S82 24'18'E 133.95 FEET;
2. THENCE N16°52'18'E 159.99 FEET,•
3. THENCE N20°39'18"W 86.24 FEET;
4. THENCE N48 °45'51 'E 2719 FEET;
5. THENCE N7900425'E 29.86 FEET;
6. THENCE N63 '08'50'E 24.61 FEET;
7. THENCE N38058'12'E 11.50 FEET;
8. THENCE N48°56'30'E 70.54 FEET;
9. THENCE N70 -37'02'E 15.03 FEET;
10. THENCE S46002357 31.58 FEET;
11. THENCE S19°03'28"E 19.51 FEET;
12. THENCE SI3 °43'14 "E 35.25FEET;
13. THENCE S22018'04'E 20.50 FEET;
14. THENCE S4005720"E 30.66 FEET;
15. THENCE N7904355'E 11.97 FEET;
16. THENCE N32019'07"E 15.41 FEET;
17. THENCE N21 °19'06"E 14.92 FEET;
18. THENCE N04 02956'E 28.39 FEET;
19. THENCE N43 001'18 "W 32.31 FEET;
20. THENCE N3003635'E 20.65 FEET;
21. THENCE N16°3523'E 12.84 FEET;
22. THENCE N25°17'13E 46.04 FEET;
23. THENCE NO3 057'20"W 36.81 FEET;
24. THENCE N66 °54'10"W 84.08 FEET;
25. THENCE N2505525"W 17.37 FEET;
26. THENCE N19°52'31 "E 10.29 FEET,•
27. THENCE N45056'40"E26.04 FEET;
28. THENCE N6502929"E 31.00 FEET;
29. THENCE N50023'07'E 22.11 FEET;
30. THENCE N69059'05'E 45.45 FEET,
31. THENCE S83040'55"E 17.27FEET,•
32. THENCE S41 °06'44'E 17.70 FEET;
33. THENCE S63001'44"E 16.59 FEET;
34. THENCE N42 054'05'E 42.79 FEET;
35. THENCE N08018 38"E 23.66 FEET;
36. THENCE N06°00'16"W 4 7. 11 FEET;
37. THENCE N44 °40'36"E 14.74 FEET;
38. THENCE N78 °34'38 "E 13.45 FEET,•
39. THENCE S81 °09'49"E 56.44 FEET;
40. THENCE N72°21 48'6 41.60 FEET;
41. THENCEN45°58'49'E 19.77 FEET;
42. THENCE N1503723"W 33.56 FEET;
43. THENCE NI005621'E 39.51 FEET;
44. THENCE N4205826"W 23.01 FEET;
45. THENCE N67036'51 "W23.42 FEET;
46. THENCE S61 °29'50"W 41.78 FEET;
47. THENCE S87041'14"W 18.61 FEET;
48. THENCEN29°43'49"W 16.37 FEET,•
49. THENCE N0305536'E 17.44 FEET;
50. THENCE N4802736"E 55.97 FEET,•
51. THENCE N5305842"E 55.15 FEET;
52. THENCE N43 °03'57 E 32.47 FEET;
TO A POINT ON THE NORTHERLY LINE OF THE SE1/4SE1/4 OF SAID SECTION 4; THENCE N89*4FSFE
ALONG SAID NORTHERLY LINE 682.73 FEET TO THE SOUTH 1/ 16 CORNER BETWEEN SAID SECTION 3 AND
SAID SECTION 4 A STONE MONUMENT FOUND IN PLACE, • THENCE DEPARTING SAID NORTHERLY LINE
S00 26'12'E ALONG THE WESTERLY LINE OF SAID SECTION 3, 250.08 FEET TO A REBAR AND CAP LS NO.
14060 INPLACE, THENCE DEPARTING SAID WESTERLY LINE N89 °38'40'E 263.25 FEET TOA REBAR AND
CAP LS NO. 14060 IN PLACE; THENCE N00 25'41 "W 230.00 FEET TO A REBAR AND CAP LS NO. 36572 SET
IN PLACE; THENCE N89°38'40'E 402.57 FEET TO A REBAR AND CAP LS NO. 36572 SET IN PLACE,' THENCE
S00 °26'1 TE 100.85 FEET; THENCE ALONG THE ARC OFA CURVE TO TILE RIGHT HAVING A RADIUS OF
450.00 FEET, AN ARC LENGTH OF 104.25 FEET (CHORD BEARS N86°23'05"E 104.02 FEET), THENCE
S86 °58'42'E 93.23 FEET; THENCE ALONG THE ARC OFA CURVE TO THE RIGHT HAVING A RADIUS OF
470.00 FEET, ANARC LENGTH OF 181.73 FEET (CHORD BEARS S75°54'04"E 180.60 FEET); THENCE
S64 °49'26'E 67.25 FEET, • THENCE ALONG THE ARC OFA CURVE TO THE LEFT HAVING A RADIUS OF 180.00
FEET, AN ARC LENGTH OF 36.53 FEET (CHORD BEARS S70-38'1 9"E 36.47 FEET); THENCE S767271TE
36.24 FEET; THENCE ALONG THE ARC OFA CURVE TO THE RIGHT HAVING A RADIUS OF 140.00 FEET, AN
ARC LENGTH OF 7762 FEET (CHORD BEARS S60°34'12'E 76.63 FEET), THENCE S44°41'1YE 96.20 FEET TO
THE TRUE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING 46.642 ACRES, MORE OR LESS.
NOEL EXEMPTION NO. 2 CONT.
SUBJECT TO AND TOGETHER WITH A 25 FOOT WIDE ACCESS EASEMENT DESCRIBED AS FOLLOWS:
A STRIP OF LAND 25 FEET IN WIDTH SITUATE IN THE SWI / 4 OF SECTION 3 AND IN THE SEI / 4 OF
SECTION 4, TOWNSHIP 6 SOUTH, RANGE 93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF
GARFIELD, STATE OF COLORADO SAID ACCESS EASEMENT LYING 12.5 FEET TO EACH SIDE OF THE
FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE SOUTHWEST 1/ 16 CORNER OF SECTION 3, AN ALUMINUM CAP LS NO. 16397 FOUND
IN PLACE AND PROPERLY MARKED, THENCE S00 °26'37'E ALONG THE EASTERLY LINE OF THE
NE114SW114SW114 OF SAID SECTION 3, 19.86 FEET; THENCE DEPARTING SAID EASTERLY LINE
S89 038'40 "W 4.73 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY FOR COUNTY ROAD NO. 233, A
REBAR AND CAP LS NO. 36572 SET IN PLACE; THENCE ALONG SAID WESTERLY RIGHT-OF-WAYALONG
THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 675.45 FEET, AN ARC LENGTH OF 168.82 FEET
(CHORD BEARS S07°4935"W 168.38 FEET) TO A REBAR AND CAP LS NO. 36572 SET IN PLACE; THENCE
CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY S00 011'40 "W 135.71 FEET TO A POINT ON THE
CENTERLINE OF AN EXISTING ROAD, THE TRUE POINT OF BEGINNING, THENCE DEPARTING SAID
RIGHT-OF-WAY AND ALONG SAID CENTERLINE THE FOLLOWING FIFTEEN (15) COURSES:
1. N 44 °41 '13" W 96.18 FEET;
2. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 140.00 FEET, AN ARC LENGTH OF
7762 FEET (CHORD BEARS N 60°34'12" W 76.63 FEET);
3. N 76027'12" W36.24 FEET,•
4. ALONG THE ARC OFA CURVE TO THE RIGHT HAVING A RADIUS OF 180.00 FEET, AN ARC LENGTH OF
36.53 FEET (CHORD BEARS N 70°38'19" W 36.47 FEET);
5. N 6404926" W 67.25 FEET,•
6. ALONG THE ARC OFA CURVE TO THE LEFT HAVING A RADIUS OF 470.00 FEET, AN ARC LENGTH OF
181.73 FEET (CHORD BEARS N 75°54'04" W 180.60 FEET);
7. N 86 05842" W 93.23 FEET;
8. ALONG THE ARC OFA CURVE TO THE LEFT HAVING A RADIUS OF 450.00 FEET, AN ARC LENGTH OF
204.74 FEET (CHORD BEARS S 79°5926" W 202.98 FEET);
9. S 66°5729" W 205.64 FEET;
10. ALONG THE ARC OFA CURVE TO THE LEFT HAVING A RADIUS OF 600.00 FEET, AN ARC LENGTH OF
111.81 FEET (CHORD BEARS S 61-3710" W 11 1.65FEET);
11. S 56016'52" W 72.04 FEET;
12. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 1000.00 FEET, AN ARC LENGTH OF
187.31 FEET (CHORD BEARS S 61-38'50" W 18204 FEET);
13. S 67000'48" W 160.10 FEET,•
14. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 125.00 FEET, AN ARC LENGTH 01'
70.92 FEET (CHORD BEARS S 50°45'32" W 69.98 FEET),
15. S 34 °30'16" W 8.91 FEET TO THE POINT OF TERMINUS WHENCE THE SOUTHWEST CORNER OF
SECTION 3 BEARS S 11'0929" E 815.56 FEET, SIDE LINE TO BE LENGTHENED OR SHORTENED TO CLOSE
UPON PROPERTY LINES.
ALSO SUBJECT TO A 10 FOOT WIDE UTILITY EASEMENT AS SHOWN HEREON.
ALSO SUBJECT TO A 15 FOOT WIDE IRRIGATION EASEMENT AS SHOWN HEREON.
PARCEL C DEDICATION OF COUNTY ROAD NO. 233
A PARCEL OF LAND SITUATE IN THE NEI 14SWll4SW114 OF SECTION 3, TOWNSHIP 6 SOUTH, RANGE
93 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST 1/16 CORNER OF SECTION 3, AN ALUMINUM CAP LS NO. 16397
FOUND IN PLACE AND PROPERLY MARKED, THENCE SOO °26'376 ALONG THE EASTERLY LINE OF THE
SAID NE114SW114SW114 A DISTANCE OF 19.86 FEET TO THE TRUE POINT OFBEGINNING; THENCE
DEPAR77NG SAID EASTERLY LINE S89 °38'40"W 4.73 FEET TO A POINT ON THE WESTERLY LINE OF THE
RIGHT-OF-WAY FOR COUNTY ROAD NO. 233, A REBAR AND CAP LS NO. 36572 SET IN PLACE; THENCE
ALONG SAID RIGHT-OF-WAY THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 675.45 FEET,
AN ARC LENGTH OF 168.82 FEET (CHORD BEARS S07°49'35"W 168.38 FEET), THENCE CONTINUING
ALONG SAID RIGHT-OF-WAY S0001 1'40"W 135.71 FEET; THENCE CONTINUING ALONG SAID
RIGHT-OF-WAY S01 028'25'E 64.14 FEET; THENCE CONTINUING ALONG SAID RIGHT-OF-WAY
S00 26'13 "E 274.54 FEET; THENCE DEPARTING SAID RIGHT-OF-WAY N89 °38'42'E 29.34 FEET TO A
POINT ON THE EASTERLYLINE OF THE SAID NE114SW114SW114; THENCE N0002637"WALONG SAID
EASTERLY LINE 641.04 FEET TO THE TRUE POINT OF BEGINNING, SAID PARCEL OF LAND CONTAINING
0.399 ACRES, MORE OR LESS.
SURVEYOR'S NOTES
1.) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 89-39'13 " E BETWEEN THE
SOUTH 1/ 16 CORNER BETWEEN SECTIONS 3 AND 4, A STONE MONUMENT, AND THE
SOUTHWEST l/ 16 CORNER OF SECTION 3, AN ALUMINUM CAP LS NO. 163971N PLACE.
2.) DATE OF SURVEY WAS MAY, 2002.
3.) THIS SURVEY IS BASED ON DOCUMENTS OF RECORD AND MONUMENTS FOUND IN
PLACE AS INDICATED HEREON.
SURVEYOR'S STATEMENT 00
1, MICHAEL J. LANGHORNE, A REGISTERED LAND SUR 1'EYOR, LICENSED UNDER THE
LAWS OF THE STATE OF COLORADO D ERE13V CERTIFY THAT THE SURVEY SHOWN
HEREON WAS PREPARED ON THIS %414/ U3 BY ME OR UNDER MY DIRECT
SUPERVISION AND CHECKIN(yTl�A4 T ISA TRUE REPRESENTATION THEREOF.
MICHAEL J. 1
FOR AND ON
BOOKCLIFF
INC.
REGISTRATION NO. 36572
BOOKCLIFF SURVEY SERVICES, INC.
136 EAST THIRD STREET
BOOKCLIFF RIFLE COLORADO 61850
PH. (970) 625-1330
SUR VE Y SER VICES, INC. FAX. (970) 625-2773
PLAT NOTES
THE FOLLOWING PLAT NOTES WERE REQUIRED BY GARFIELD COUNTY REGULATION
AND AS SUCH ARE NOTA PART OF THE SURVEYORS CERTIFICATION HEREON.
1. NO FURTHER DIVISIONS BY EXEMPTION FROM THE RULES OF SUBDIVISION WILL
BE ALLOWED.
2. ALL RECOMMENDATIONS MADE BY THE RIFLE FIRE PROTECTION DISTRICT SHALL
BE FOLLOWED.
3. NO NEW OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE ALLOWED ANYWHERE
WITHIN AN EXEMPTION. ONE (1) NEW SOLID -FUEL BURNING STOVE AS DEFINED BY
C.R. S. 25-7-401, ET. SEW., AND THE REGULATIONS PROMULGATED THEREUNDER,
WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS ARE ALLOWED AN
UNRESTRICTED NUMBER OF GAS BURNING GAS STOVES AND APPLIANCES.
4. ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY. ALL
EXTERIOR LIGHTING SHALL BE DIRECTED INWARD, TOWARD THE INTERIOR OF THE
SUBDIVISION, EXCEPT THAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY
LIGHTING EXTENDING BEYOND THE PROPERTY BOUNDARIES. CONSULT WITH THE
GARFIELD COUNTY BUILDING DEPARTMENT FOR DETAILS.
5. FOUNDATIONS AND INDIVIDUAL SEWAGE DISPOSAL SYSTEMS SHALL BE
ENGINEERED BY A PROFESSIONAL REGISTERED ENGINEER WITHIN THE STATE OF
COLORADO.
6. ANY NEW BUILDINGS SHALL AVOID AREAS OF NATURAL DRAINAGE. NATURAL
DRAINAGES SHALL BE PRESERVED TO THE MAXIMUM EXTENT POSSIBLE.
7. COLORADO ISA 'RIGHT -TO -FARM" STATE PURSUANT TO C.R. S. 35-3-101 ET, SEQ.
LANDOWNERS, RESIDENTS AND VISITORS MUST BE PREPARED TO ACCEPT THE
ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELD COUNTTS AGRICULTURAL
OPERATIONS ASA NORMAL AND NECESSARY ASPECT OF LIVING INA COUNTY WITH
A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. ALL MUST BE
PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS, MUD, DUST, SMOKE,
CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS,
STORAGE AND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR
OTHERWISE OF CHEMICAL FERTILIZERS, SOIL AMENDMENTS, HERBICIDES, AND
PESTICIDES, ANY ONE OR MORE OF WHICH MAY NATURALLY OCCUR AS A PART OF
A LEGAL AND NON -NEGLIGENT AGRICULTURAL OPERATION.
8. ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS
UNDER STATE LAW AND COUNTY REGULATION WITH REGARD TO THE
MAINTENANCE OF FENCES AND IRRIGATION DITCHES, CONTROLLING WEEDS,
KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN
ACCORDANCE WITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING
PROPERTY. RESIDENTS AND LANDOWNERS ARE ENCOURAGED TO LEARN ABOUT
THESE RIGHTS AND RESPONSIBILITIES AND ACT AS GOOD NEIGHBORS AND
CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE FOR SUCH
INFORMATION IS 'A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT
OUT BY THE COLORADO STATE UNIVERSITY EXTENSION OFFICE IN GARFIELD
COUNTY.
9. ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT WITHIN A
SUBDIVISION AND THE DOG SHALL BE REQUIRED T7 BE CONFINED WITHIN THE
OWNER'S PROPERTY BOUNDARIES. THE REQUIREMENTS SHALL BE INCLUDED IN
THE PROTECTIVE COVENANTS FOR THE SUBDIVISION WITY ENFORCEMENT
PROVISIONS ALLOWING FOR THE R13MOVAL OF A DOG FROM THE AREA AS A FINAL
REMEDY IN WORST CASES.
EXEMPTION CERTIFICATE
THIS PLAT APPROVED BY RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS
AT GARFIELD COUNTY, COLORADO THIS DAY OF
A.D. 2003. 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 THAT THIS PLAT IS EXEMPT FROM
AND NOT SUBJECT TO REGULATION UNDER GARFIELD COUNTY SUBDIVISION
REGULATIONS AT THE TIME OF IT'S FILING.
CHAIRMAN
WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD.
ATTEST.•
COUNTY CLERK
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLYAND NOT THE ACCURACY OF
SURVEYS, CALCULATIONS AND DRAFTING PURSUANT TO C.R. S. 38-51-101 ET SEQ
GARFIELD COUNTY SURVEYOR
DATE
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT IS ACCEPTED FOR FILING IN THE OFFICE OF THE CLERK AND RECORDER
OF GARFIELD COUNTY, COLORADO, AT O 'CLOCK= .M., ON THE DAY
OF , 2003, AS RECEPTION NO.
CLERK AND RECORDER
BY:
RHOADES SUBDIVISION EXEMPTION
DEPUTY
RICHARD RHOADES
0447 COUNTY ROAD 2.33
RIFLE, COLORADO 81050
FILE: 99039.02
DR.
TL
CK.
MJL
DATE
4/4/03
REV.
REV.
PROJECT NO.
99039.02
SHEET
OF 2
GRAPHIC SCALE
100 0 00 100 200 4f
( IN FEET )
1 inch = 100 ft
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L51 N43°03'57"E 32.47
L52 N34°30'16"E 8.91
L53 S67°00"48"W 160.10
L54 S56°1652"W 72.04
L55 S66°5729"W 205.64
L56 N86°58'42"W 93.23
LS7 N64°4926"W 67.25
L58 N76°27'12"W 36.24
L59 N44°47'13"W 96.78
L60 N79°.5231"E 10.29
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East 1/16 Corner Section 4 & 9
Aluminum Cap LS No. 16413 in Place
Rifle Creek
Rhoades Subdivision Exemption
A Parcel of Land Situate in the SWI/4 of Section 3
and in the SWI/4 of Section 4, Township 6 South, Range 93 West of
the 6th Principal Meridian, County of Garfield, State of Colorado
Lao
L21
1�
S 8903728" W
Set Rebar and Cap
(50' Witness Corner)
LS No. 36572
�C"
.0
ti
N 89°41'51"E
1324.66'
LEGEND
Rebar and Cap p.
LS No. 36572 Set in Place
CURVE TABLE
CURVE RADIUS LENGTri TANGENT CHORD BEARING DELTA
Cl 125.00' 70.92 36.44' 69.98' S50°45'32"W 32°30'32"
C2 1000.00' 187.3;' 93.93' 18704' S61°3850"W ]0743.56"
C3 600.00' 111.811 56.OT 111.65' S61 °37'10"W 10°40'36"
C4 450.00' 204.71' 104.17' 202.98' S79 °,59'26"W 26°04'05"
C5 450.00' 104.2.5' 52.36' 104.02' S86°23'05"W 13°1627"
C6 470.00' 181.7:" 92.02' 180.60' N7. 4'04"W 22°09'16"
C7 180.00' 36.53 18.33' 36.47' N70°38'19"W 11,7746"
C8 140.00' 77.62 39.84' 76.63' N60°34'12"W 31-45'59"
C9 675.45' 168.8' 84.85' 168.38' S07°4935"W 14°19'14"
C3BOOKCLIFF
SUR VE Y SLIe VICES, INC.
BOOKCLIFF SURVEY SERVICES, INC.
136 EAST THIRD STREET
RIFLE COLORADO 61650
PH. (970) 625-1330
FAX. (970) 625-2773
RHOADES SUBDIVISION EXEMPTION
RICHARD RHOADES
0447 COUNTY ROAD 233
RIFLE, COLORADO 81650
DATE 4/4/03
REV.
REV.
PROJECT NO.
99039.02
SHEET 2
OF 2
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South 1/16 Corner Between Sections 3 and 4 20'Access to Water Tank
Stone Monument
/I
Southwest 1/16 Corner Section 3 / I x441 I
11.s' S 89°39'13'_W 6 ?
------- ----- ---
682.73' 3
133].71 Gravel Road to Water Tank Aluminum Cap L. S. No. 16413 I / o I
--- - True Point of Beginning
------- ------------------------
- - - _
N 89 3840"E - - 402.57'-
CIO F
- - - - N 89°38'40" E 61.13'
N 00026'17" W
-100.85'
Exemption Lot Na. 3 &
parcel c Dedication
N ��01 0
e9e��2
Exemption Lot No. 3o
tAcres
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N �titia44o
�s7----.201
C4- - ----- ---- c6�
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L55
I 25.0'
'S W X10
` i89'38'40"O ,
W i
/ 25.0' Access
W LS ar and CupNo. 14060 Found in Place i / Easement
Rebar and Cap
\
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` LS8 \
I ��, 4. 73' 00 j N°
00 i tl W f
LS No. 14060 Found in Place
' N 89°38'40" E 263.25'
`G �7 r
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I Noel Exemption No. 2 S01 02825'E \\
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Acres 46.642± aNs 64.14'
I True Point of Beginning
Nael Exemption No. 2
`9 �/ j i'}• !
Rebar And Ca
t i^'i LS No. 10871
Found in Place
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25.0'
gd
Rebar and Cap tr f
j W
/ / LS No. 31143sr
L.52 '" Found in Place',#�'
S 89°3823" W I 375.47' }
Rebar and Cap /46. ] 6' \ `+ '
Existing House
I Parcel C
LS No. 31143
Found in Place O �+�
Acres 0.399±
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tv
Op 0 I I Ut co Utility Easernent
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10. o'
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oar
4z �� I 11.1 200.33' ___ --- ----- ----------I-
- -----------------------------
v�- Rebar and Cap S 89038'42" W
tX1C I v LS No. 31143
k� v Rebar and Cap L.S.
Found in
1102.21' Rebar and Cap
LS No. 10871
Found
I
N89 °38'42'E
�� 1 No. 7972 in Place Place
�°'
w C6
in Place
I. 29.34'
Rebar and CapI I
LS No. 31143 589°3732 W Rebar and Cap
1 �j
Found in Place 1 75.00 LS 11'0. 31143
Found in Place
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Gi
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Ga
15.0' --- I_
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28.9'
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3
C) 10 N89038'11"E
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1332.04'
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of
0 FILE: 99039.02
Southwest Corner Section 3
Aluminum Cap in Place
West 1/16 Corner Between Sections 3&10 DR. '2
Aluminum Cap LS 19598 in Place CK MJL
C3BOOKCLIFF
SUR VE Y SLIe VICES, INC.
BOOKCLIFF SURVEY SERVICES, INC.
136 EAST THIRD STREET
RIFLE COLORADO 61650
PH. (970) 625-1330
FAX. (970) 625-2773
RHOADES SUBDIVISION EXEMPTION
RICHARD RHOADES
0447 COUNTY ROAD 233
RIFLE, COLORADO 81650
DATE 4/4/03
REV.
REV.
PROJECT NO.
99039.02
SHEET 2
OF 2