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Access Easement - Line Chart
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- NOTES -
1) NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY
LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE
(3) YEARS AFTER YOU DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY
SED
0
A
HEREONBE CO
COMMENCED MORE THAN TEN
ACTION A UPON ANY DEFECT
C BASED
(10) YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
2) BASIS OF BEARINGS FOR THIS EXEMPTION PLAT IS A BEARING OF
S.89'51'00"W. BETWEEN THE SOUTH QUARTER CORNER OF SECTION
27, AND THE SOUTHWEST CORNER OF SECTION 27, BOTH CORNERS BEING
MONUMENTED AS SHOWN HEREON.
NOT REPRESENT ANY
P DOES 0
THIS DIVISION EXEMPTIONAT L D
3 SUSB
OTHER TYPE OF SURVEY, SUCH AS AN IMPROVEMENT SURVEY,
IMPROVEMENT LOCATION CERTIFICATE, ETC.
4 THIS SUBDIVISION EXEMPTION PLAT WAS PREPARED WITHOUT
BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A
Y R RI SURVEYS,
L.L.C. OF
TITLE SEARCH BY THIS SURVEYOR 0 RIVER CITY
THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH
ADJOINING PARCELS, OR EASEMENTS OR ENCUMBRANCES OF RECORD
AFFECTING THIS PARCEL.
5) DATE OF FIELD SURVEY: MARCH, 1998.
6 THIS SUBDIVISION EXEMPTION PLAT IS BASED ON PROPERTY
EMPTI 0
DESCRIPTIONS FOUND IN BOOK 825 AT PAGE 583.
7) PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE OWNER SHALL
PREPARE AND SUBMIT A SOILS AND FOUNDATION REPORT, AN I.S.D.S.
DESIGN, AND A GRADING AND DRAINAGE PLAN PREPARED AND CERTIFIED
P
BY A PROFESSIONAL ENGINEER. ALL IMPROVEMENTS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH SUCH MEASURES, WHICH SHALL BE A
CONDITION F UILDING PERMIT.
0 THE B
8) THE MINIMUM DEFENSIBLE SPACE DISTANCE SHALL BE 30 FEET ON
LEVEL TERRAIN, PLUS APPROPRIATE MODIFICATION TO RECOGNIZE THE
INCREASED RATE OF FIRE SPREAD AT SLOPED SITES. THE METHODOLOGY
DESCRIBED IN "DETERMINING SAFETY ZONE DIMENSIONS, WILDFIRE
SAFETY GUIDELINES FOR RURAL HOMEOWNERS", (COLORADO STATE
FOREST SERVICE) SHALL BE USED TO DETERMINE DEFENSIBLE SPACE
REQUIREMENTS FOR THE REQUIRED DEFENSIBLE SPACE WITHIN BUILDING
ENVELOPES IN AREAS EXCEEDING FIVE (5) PERCENT GRADE.
10) THE INDIVIDUAL LOT OWNERS SHALL BE RESPONSIBLE FOR THE
CONTROL OF NOXIOUS WEEDS.
11) ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT
WITHIN THE SUBDIVISION EXEMPTION PROPERTY AND THE DOG SHALL BE
REQUIRED TO BE CONFINED WITHIN THE OWNER'S PROPERTY
BOUNDARIES, WITH THE ENFORCEMENT PROVISIONS ALLOWING FOR THE
REMOVAL OF A DOG FROM THE AREA AS A FINAL REMEDY IN WORST
CASES.
12) NO OPEN HEARTH SOLID -FUEL FIREPLACES WILL BE ALLOWED
ANYWHERE WITHIN THE SUBDIVISION EXEMPTION PROPERTY. ONE (1)
NEW SOLID -FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401,
ET. SEQ., AND THE REGULATIONS PROMULGATED THEREUNDER, WILL BE
ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BE
ALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS BURNING STOVES
AND APPLIANCES.
13) ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT
NECESSARY AND THAT ALL EXTERIOR LIGHTING BE DIRECTED INWARD,
TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT
PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES
BEYOND THE PROPERTY BOUNDARIES.
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Access Easement - Curve Chart
PROPERTY 0ESCRIPTVN&-
LOT 1
A PARCEL 0F LAD SITUATED ITUATED IN SECTIONS 27 AND 34 TOWNSHIP 5
SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY
OF GARFIELD, RFI STATEF COLORADO SAID PARCEL BEING MORE
0
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT FROM WHICH THE SOUTHWEST CORNER OF
SECTION 27, A G.L.O. BRASS CAP STANDARD MONUMENT BEARS
S.89'51'00"W. A DISTANCE OF 758.00 FEET; THEN
DISTANCE
00 E. A OF 458.50 FEET TO A REBAR AND CAP
PLS # 19598, -HEN • N .89 5 1'00"E. A DISTANCE OF 349.10 FEET TO
E
A REBAR AND SAP, PLS # 19598; THEN 5.00'09'00"E. A DISTANCE
OF 381.10 FEE T• THEN S .89'51'00"W. A DISTANCE OF 48.60 FEET;
E
5.00 0
THEN 6'00"E. A DISTANCE OF 103.45 FEET; THEN
N.79'35'45"W A DISTANCE TANCE OF 564.92 FEET TO THE POINT OF
BEGINNING,SAID PARCEL CONTAINING 4.83 ACRES MORE OR LESS.
LOT 2
A PARCEL OF LAND SITUATED IN SECTIONS 27 AND 34, TOWNSHIP 5
SOUTH, RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY
OF GARFIELD, STATE OF COLORADO, SAID PARCEL BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A P FROM SOUTHWEST CORNER OF
POINT OM WHI H C THE
SECTION 27, A G.L.O. BRASS CAP STANDARD MONUMENT BEARS
5.89'51'00"W. A DISTANCE OF 758.00 FEET; THEN
S.79'35'45"E. A DISTANCE OF 564.92 FEET; THEN
S.00'06`00"E. A. DISTANCE OF 289.41 FEET; THEN
5.89'51'00"W. A DISTANCE OF 628.02 FEET; THEN
N.03'33'00"W. A DISTANCE OF 72.89 FEET; THEN
N.06'48'00"E. A DISTANCE -OF 442.87 FEET; THEN
N.2037'00"E. (RECORD BEARING = 20'38'13"E.) A DISTANCE OF
FEET T THE POINT OF BEGINNING SAID PARCEL CONTAINING
158.83 EE 0 ,
4.83 ACRES, MORE OR LESS.
EXEMPTION CERTIFICATE
THIS PLAT APPROVED BY RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS AT GARFIELD COUNTY, COLORADO 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 INF ATI N S HOWN 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 ITS FILING.
CHAIRMAN
WITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD.
ATTEST: ----------------
COUNTY CLERK
SURVEYOR'S CERTIFICATE
I, DAVID A. COOPER, DO HEREBY CERTIFY THAT I AM A REGISTERED
LAND SURVEYOR, LICENSED UNDER THE LAWS OF THE STATE OF
COLORADO, THAT THIS PLAT IS A TRUE, CORRECT, AND COMPLETE PLAT
OF THE STEELE SUBDIVISION EXEMPTION, AS LAID OUT, PLATTED,
DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN
ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MY
SUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF
THE LOTS, EASEMENTS, AND STREETS OF SAID SUBDIVISION EXEMPTION
AS THE SAME ARE STAKED UPON THE GROUND IN COMPLIANCE WITH
APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND.
IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS 1st '
OF APRIL, A.D.' 1998. a'
DAVID A. CCOPE2
COLO. REG. P,LS, * 29030
FCR t ON SERALF OF
RIVER CITY SURVEYS, L.L.C. ,
CLERK AND RECORDER'S CERTIFICATE
THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND
RECORDER OF GARFIELD COUNTY AT ---------- O'CLOCK ----- M., ON
THE __________ DAY OF ---------------------- A.D. 19____, AND IS
DULY RECORDED IN BOOK ------ PAGE ------, RECEPTION
CLERK AND RECORDER
BY: ------------
DEPUTY
Easement Description
A PARCEL OF LAND SITUATED IN THE SW1/4 OF SECTION 27 AND IN
THE NW1/4 OF SECTION 34, TOWNSHIP 5 SOUTH, RANGE 89 WEST OF
THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF
COLORADO, SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF THAT PROPERTY DESCRIBED
AS TRACT 1 IN BOOK 825 AT PAGE 583 OF THE GARFIELD COUNTY
RECORDS, FROM WHICH THE SOUTHWEST CORNER OF SAID SECTION 27, A
G.L.O. BRASS CAP STANDARD MONUMENT BEARS S.89'51'00"W.
758.00 FEET; THENCE N.33'38'00"E. ALONG THE WESTERLY LINE OF
SAID PROPERTY, A DISTANCE OF 30.06 FEET; THENCE
N.76'57'35"E. A DISTANCE OF 52.83 FEET; THENCE 74.29 FEET
ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
45.86 FEET, A CENTRAL ANGLE OF 92'48'26", THE CHORD OF WHICH
BEARS S.56'38'12"E. A DISTANCE OF 66.43 FEET; THENCE 121.59
FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
1017.15 FEET, A CENTRAL ANGLE OF 06'50'57", THE CHORD OF
WHICH BEARS S.13'39'27"E. A DISTANCE OF 121.52 FEET; THENCE
182.22 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A
RADIUS OF 1997.35 FEET, A CENTRAL ANGLE OF 05'13'38", THE
CHORD OF WHICH BEARS S.14'28'07"E. A DISTANCE OF 182.16
FEET; THENCE ALONG A LINE BEING NON -TANGENT TO THE PREVIOUS
CURVE, N.90'00'00"E. 12.14 FEET; THENCE 52.75 FEET ALONG A
NON-TANGENTCU RVE TO THE RIGHT HAVING A RADIUS OF 1284.51
FEET, A CENTRAL ANGLE OF 02'21'10", THE CHORD OF WHICH BEARS
N.02'47'03"E, A DISTANCE OF 52.74 FEET; THENCE 111.87 FEET
ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
526.15 FEET, A CENTRAL ANGLE OF 12'10'55, THE CHORD OF WHICH
BEARS N.10'03'05"E. A DISTANCE OF 111.66 FEET; THENCE
N.16'08'32"E.A DISTANCE E OF 33.38 FEET THENCE 54.26 FEET
C
ALONG THE A RV T THE FT HAVING A RADIUS OF
ARC OF CURVE 0 E LE
263.14 FEET, A CENTRAL ANGLE OF 11'48'50", THE CHORD OF
WHICH BEARS 0 N.1 '14'07"E. A DISTANCE OF 54.16 FEET; THENCE
44.73 FEET THE AR F A CUR TO THE LEFT HAVING A
ALONG E C 0 VE
RADIUS OF 223.44 FEET, A CENTRAL ANGLE OF 11'28'13", THE
CHORD OF H AR N.01' 4' 4"W. A DISTANCE OF 44.66 FEET;
WHICH BEARS 2 Z
THENCE 46.00 FEET ALONG THE ARC OF A CURVE TO THE RIGHT,
HAVING A RADIUS OF 51.51 FEET, A CENTRAL ANGLE OF 51'10'20
THE CHORD OF WHICH BEARS N.18'26'39"E. A DISTANCE OF 44.49
FEET; THENCE N.44'01'49"E. A DISTANCE OF 52.80 FEET; THENCE
26.87 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A
RADIUS OF 40.56 FEET, A CENTRAL ANGLE OF 37'57'49", THE
CHORD OF WHICH BEARS N.25'02'54"E. A DISTANCE OF 26.39 FEET;
THENCE N.D6b4'00 E. A D STANCE 0F 43.72 FEET; THENCE 132.48
FEET ALONG AR F A R TO THE RIGHT HAVING A RADIUS OF
E THE C 0 CURVE
109.78 FEET, A CENTRAL ANGLE OF 69'08'37", THE CHORD OF
WHICH BEARS N.40'38'18"E. A DISTANCE OF 124.59 FEET; THENCE
N.75'12'37"E. A DISTANCE OF 75.23 FEET; THENCE 98.82 FEET
ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
45.44 FEET, A CENTRAL ANGLE OF 124'37'00", THE CHORD OF
WHICH BEARS S.42'28'53"E. A DISTANCE OF 80.46 FEET; THENCE
S.19'49'37"W. A DISTANCE OF 39.29 FEET; THENCE 51.30 FEET
ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
244.31 FEET, A CENTRAL ANGLE OF 12'01'50", THE CHORD OF
WHICH BEARS S.13'48'42"W. A DISTANCE OF 51.20 FEET; THENCE
5.07'47'47"W, A DISTANCE OF 93.17 FEET; THENCE 19.13 FEET
ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 23.76
FEET, A CENTRAL ANGLE OF 46'07'19", THE CHORD OF WHICH BEARS
S.15'15'53"E. A DISTANCE OF 18.62 FEET; THENCE
5.3819'32"E. A DISTANCE OF 103.68 FEET TO THE EASTERLY
LINE OF THAT PROPERTY DESCRIBED AS TRACT 2 IN BOOK 825 AT PAGE
584 OF THE GARFIELD COUNTY RECORDS; THENCE S.00'06'00"E.
ALONG SAID EASTERLY LINE, A DISTANCE OF 48.48 FEET; THENCE
N.3819'32"W. A DISTANCE OF 141.77 FEET; THENCE 43.28 FEET
ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
53.76 FEET, A CENTRAL ANGLE OF 46'07'19", THE CHORD OF WHICH
BEARS N.15'15'53"W. A DISTANCE OF 42.12 FEET; THENCE
N.07'47'47"E. A DISTANCE OF 93.17 FEET; THENCE 57.60 FEET
ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
274.31 FEET, A CENTRAL ANGLE OF 12'01'50", THE CHORD OF
WHICH BEARS N.13'48'42"E. A DISTANCE OF 57.49 FEET; THENCE
N.19'49'37"E. A DISTANCE OF 39.29 FEET; THENCE 33.57 FEET
ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 15.44
FEET, A CENTRAL ANGLE OF 12437'00", THE CHORD OF WHICH
BEARS N.42'28'53"W. A DISTANCE OF 27.34 FEET; THENCE
S.7512'37"W. A DISTANCE OF 75.23 FEET; THENCE 96.28 FEET
ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 79.78
FEET, A CENTRAL ANGLE OF 69'08'37", THE CHORD OF WHICH BEARS
5.40'38'18"W. A DISTANCE OF 90.54 FEET; THENCE
S.06'04'00"W. A DISTANCE OF 43.72 FEET; THENCE 46.75 FEET
ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
70.56 FEET, A CENTRAL ANGLE OF 37'57'49", THE CHORD OF WHICH
BEARS S.25'02'54"W. A DISTANCE OF 45.90 FEET; THENCE
5.44'01'49"W. A DISTANCE OF 52.80 FEET; THENCE 19.21 FEET
ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 21.51
FEET, A CENTRAL ANGLE OF 5110'20% THE CHORD OF WHICH BEARS
S.18'26'39"W. A DISTANCE OF 18.58 FEET; THENCE 53.93 FEET
ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF
253.44 FEET, A CENTRAL ANGLE OF 1211'30", THE CHORD OF
WHICH BEARS S.01'02'45"E. A DISTANCE OF 53.83 FEET; THENCE
57.25 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A
RADIUS OF 293.14 FEET, A CENTRAL ANGLE OF 11'11'24", THE
CHORD OF WHICH BEARS S.10'32'50"W. A DISTANCE OF 57.16 FEET;
THENCE S.16'08'32"W. A DISTANCE OF 33.38 FEET; THENCE 105.49
FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF
496.15 FEET, A CENTRAL ANGLE OF 12'10'55", THE CHORD OF
WHICH BEARS S.10'03'05"W. A DISTANCE OF 105.29 FEET; THENCE
68.03 FEET ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A
RADIUS OF 1254.51 FEET, A CENTRAL ANGLE OF 03'06'25", THE
CHORD OF WHICH BEARS S.02'24'25"W. A DISTANCE OF 68.02 FEET;
THENCE 58.28 FEET ALONG THE ARC OF A CURVE TO THE RIGHT,
HAVING A RADIUS OF 36.57 FEET, A CENTRAL ANGLE OF 9118'00",
THE CHORD OF WHICH BEARS S.46'30'12"W. A DISTANCE OF 52.31
FEET; THENCE 40.48 FEET ALONG THE ARC OF A CURVE TO THE RIGHT,
HAVING A RADIUS OF 30.25 FEET, A CENTRAL ANGLE OF 76'40'12",
THE CHORD OF WHICH BEARS N.49'30'42"W. A DISTANCE OF 37.53
FEET; THENCE 202.78 FEET ALONG THE ARC OF A CURVE TO THE LEFT,
HAVING A RADIUS OF 1967.35 FEET, A CENTRAL ANGLE OF
05'54'20", THE CHORD OF WHICH BEARS N.14'07'46"W. A
DISTANCE OF 202.69 FEET; THENCE 125.18 FEET ALONG THE ARC OF A
CURVE TO THE RIGHT, HAVING A RADIUS OF 1047.15 FEET, A CENTRAL
ANGLE OF 06'50'57", THE CHORD OF WHICH BEARS N.13 -39'27"W.
A DISTANCE OF 125.10 FEET; THENCE 25.69 FEET ALONG THE ARC OF
A CURVE TO THE LEFT, HAVING A RADIUS OF 15.86 FEET, A CENTRAL
ANGLE OF 92'48'26", THE CHORD OF WHICH BEARS N.56'38'12"W.
A DISTANCE OF 22.97 FEET; THENCE 5.7657'35"W. A DISTANCE OF
80.89 FEET TO THE WESTERLY LINE OF THAT PROPERTY DESCRIBED AS
TRACT 2 IN BOOK 825 AT PAGE 584 OF THE GARFIELD COUNTY
RECORDS; THENCE N.20'37'00"E. ALONG SAID WESTERLY LINE A
DISTANCE OF 11.23 FEET TO THE POINT OF BEGINNING , SAID PARCEL
CONTAINING 1.09 ACRES, MORE OR LESS.
COUNTY SURVEYOR'S CERTIFICATE
APPROVED FOR CONTENT AND FORM ONLY AND NOT THE
ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING. PURSUANT TO
C.R.S., 38-51-101, el. seq.
BY:-----------------------------
GARFIELD COUNTY SURVEYOR
DATE: -----------------------------
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