HomeMy WebLinkAboutOWTS Engineers DesignLine Table (Measured)
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PROPOSED ACCESSEASEMENT FOR LOT 2
BANK OF FISHING/
CONSERVATION EASEMENT
REC. #639803
BANK OF TRAIL
EASEMENT
REC. #639803
BANK OF PARKING
EASEMENT
BANK OF CONSERVATION
EASEMENT
REC. #663457
BANK OF CONSERVATION
EASEMENT
REC. #689560
BANK OF FISHING/
CONSERVATION EASEMENT
REC. #639803
BANK OF FISHING/
CONSERVATION EASEMENT
REC. #639803
BANK OF TRAIL
EASEMENT
REC. #639803
BANK OF CONSERVATION
EASEMENT
REC. #663457
FOUND No.5 IRON PIN
w/3.25in. ALLOY CAP
MARKED AS S18
LOT CORNERS 7,9,11 & 12
LS 19598 (1991)
FOUND No.5 IRON PIN
w/1.25in. RED PLASTIC
CAP LS 20133
FOUND No.5 IRON PIN w/1.25in.
YELLOW PLASTIC CAP LS 19598
SITE BENCHMARK: 6075.20'
FOUND 2.5in. PIPE
w/3.25in. ALUMINUM CAP
MARKED AS SECTION
CORNER
SECTIONS 17,18,19 & 20
BLM (1986)
FOUND No.5 IRON PIN w/1.25in.
ORANGE PLASTIC CAP LS 19598
MARKED AS WITNESS CORNER
HELD AS 189.17' WC
FOUND No.5 IRON PIN
w/1.25in. RED PLASTIC
CAP LS 19598
FOUND No.5 IRON PIN
w/1.25in. YELLOW
PLASTIC CAP LS 19598
FOUND 2.5in. PIPE
w/3.25in. BRASS CAP
MARKED AS S 116 S18
BLM (1986)
SET 5/8 IRON PIN
w/ALLOY CAP STAMPED
275.00' WC PLS 23875
FOUND 2.25in. PIPE
w/3in. BRASS CAP
NE COR SEC 18
(1968)
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
E
O
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F o r k
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8
2
FOUND 2.5in. PIPE w/3.25in.
BRASS CAP MARKED AS
S18 C-E-SE 164BLM (1986)
L1
L
2
L3
L4
L5
L6
L
7
L8
L
9
L10
L
1
1
L1
3
L14
L
1
5
L17L18
L19
L20
L2
1
L
2
2
L2
3
L2
4
L25
L2
6
L27
L2
8
L16
C
1
C
2
C
3
West Parcel
1,844,425 Sq.Ft.
42.34 Acres ±
East Parcel
1,848,040 Sq.Ft.
42.43 Acres ±
L
1
2
S 09°51'36" E
6
8
2
.
1
8
'
N
0
9
°
5
1
'
3
6
"
W
6
8
2
.
1
8
'
S 38°12
'
5
3
"
W
3
3
2
8
.
2
1
'
Aspen Glen Open Space
Parcel No.
2393-183-01-071
Aspen Glen Golf
Course Parcel 10
Parcel No.
2393-192-00-386 Parcel 1
Parcel No.
2393-191-00-106
Parcel No.
2393-073-00-033Parcel No.
2393-182-01-068
LOT 12LOT 14
LOT 11
LOT 13
Denver & Rio Grande
Western Railroad R-O-W
Parcel No.
2393-283-00-024
Parcel No.
2393-183-00-366
LOT 9
LOT 7
POINT OF
COMMENCEMENT
TRUE POINT OF BEGINNING
EAST PARCEL
TRUE POINT OF BEGINNING
WEST PARCEL
EA
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A
B
FOUND No.5 IRON PIN w/2in. ALLOY CAP LS 20133
MARKED 130FT. WC - 257.57 WC
SET 5/8 IRON PIN
w/YELLOW PLASTIC CAP
STAMPED PLS 23875
SET 5/8 IRON PIN
w/YELLOW PLASTIC CAP
STAMPED PLS 23875
SET 5/8 IRON PIN
w/ALLOY CAP STAMPED
112.00' WC PLS 23875
THESE CORNERS SUBJECT
TO RIVER EROSION, NO
MONUMENTS SET IN THIS
SURVEY
TIE NOT
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Curve Table (Measured)
Line Table (Record)
Curve Table (Record)
1 inch = ft.
(IN U.S. SURVEY FEET)
GRAPHIC SCALE
00200 100 200 400 800
200
VICINITY MAP
BY
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SHEET NUMBER
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2201008
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18 7S 88
W
OVERHEAD ELECTRIC LINE
WIRE FENCE LINEX
OE
EASEMENT LINE
BOUNDARY OR LOT LINE
ADJOINER LINE
RIVERBEND RIVER RANCH
EXEMPTION SURVEY PLAT
A TRACT OF LAND SITUATED IN THE SOUTH HALF
SECTION 18, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH P.M.
COUNTY OF GARFIELD, STATE OF COLORADO
OWNER'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS, THAT MICHAELEEN JERONIMUS AND MICHAEL JERONIMUS,
BEING THE OWNER(s) OF RECORD OF THE LANDS SHOWN HEREON AND DOES HEREBY ESTABLISH THE
BOUNDARY DIVISION AS SET FORTH HEREON.
(OWNERS)
BY: _________________________________________
BY: _________________________________________
SURVEYOR'S CERTIFICATION
I, BILL W.A. BAKER, A LICENSED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO (#23875) DO BY
THESE PRESENTS CERTIFY THAT THE DRAWING SHOWN HEREON, WITH NOTES ATTACHED HERETO AND MADE A
PART HEREOF, REPRESENTS A MONUMENTED LAND SURVEY MADE UNDER MY DIRECT SUPERVISION AND THAT TO
THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, AN ACCURATE DEPICTION OF SAID SURVEY IS RENDERED
BY THIS PLAT. THIS SURVEY WAS CONDUCTED IN ACCORDANCE WITH APPLICABLE STANDARDS OF PRACTICE, IS
NOT A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED. THIS SURVEY PLAT COMPLIES WITH TITLE
38-51-102, COLORADO REVISED STATUTES.
BILL W.A. BAKER, COLORADO PROFESSIONAL LAND SURVEYOR #23875
CERTIFIED FEDERAL SURVEYOR #1699
UTILITY/POWER POLE
GUY ANCHOR
SET BOUNDARY/LOT CORNER - AS DESCRIBED
FOUND BOUNDARY/LOT CORNER - AS DESCRIBED
FOUND No.5 IRON PIN w/3.25in. ALLOY CAP MARKED RFTA, LS 19598
FOUND BOUNDARY/LOT CORNER - AS DESCRIBED
LEGEND
Lot Split Line
(Approx.)
82
BANK OF ZONE A4, 100 YEAR FLOOD PLAIN
BANK OF ZONE B, AREA BETWEEN
PLSS LINES (LOT LINES, SECTION 18)
LIMITS OF 100 YEAR & 500 YEAR FLOOD
FOUND SECTION OR LOT CORNER - AS DESCRIBED
Site Location
Surveyor's Notes:
1. DATE OF FIELD SURVEY: OCTOBER 22, 29 AND NOVEMBER 13 AND 14, 2019.
2. ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL
ZONE, NORTH AMERICAN DATUM 1983. THE REFERENCE BEARING BETWEEN "A" (A FOUND 2.5" PIPE
WITH 3.25" BLM ALUMINUM CAP, AND "B" (A FOUND 2.25" PIPE WITH 3" BLM BRASS CAP) IS N01°00'03"E.
ALL DISTANCES ARE GROUND DISTANCES BASED ON A COMBINED SCALE FACTOR.
3. THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR OF THE PROPERTY SHOWN
AND DESCRIBED HEREON TO DETERMINE:
A) OWNERSHIP OF THE TRACT OF LAND
B) COMPATIBILITY OF THIS DESCRIPTION WITH THOSE OF ADJOINERS
C) RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES OF RECORD AFFECTING THIS PARCEL.
4. FOR ALL INFORMATION REGARDING EASEMENT, RIGHTS-OF-WAY AND/OR TITLE OF RECORD, HIGH
COUNTRY ENGINEERING, INC. RELIED UPON TITLE COMMITMENT FILE NO. 1908009-2 ISSUED BY
COMMONWEALTH TITLE COMPANY OF GARFIELD COUNTY INC., EFFECTIVE DATE: NOVEMBER 27, 2019.
THIS PROPERTY IS SUBJECT TO ALL CONDITIONS AND RESTRICTIONS CONTAINED THEREIN.
5. THE CLIENT DID NOT REQUEST ANY ADDITIONAL EASEMENTS, RIGHTS-OF-WAY AND/OR IMPROVEMENTS
BE RESEARCHED OR SHOWN ON THIS PLAT.
6. ALL DIMENSIONS AND COURSES ARE AS MEASURED IN THE FIELD UNLESS DENOTED IN PARENTHESES,
WHICH DENOTE THE BOUNDARIES OF RECORD IN DOCUMENT RECEPTION #518033 IN THE PUBLIC
RECORDS OF GARFIELD COUNTY, STATE OF COLORADO.
7. ELEVATIONS SHOWN HEREON ARE BASED ON GPS OBSERVATIONS UTILIZING THE CONTINUOUS
OPERATING REFERENCE STATIONS (CORS) THROUGH THE MESA COUNTY RTVRN NETWORK BROAD
CASTING NORTH AMERICAN VERTICAL DATUM (NAVD88).
8. ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY
MONUMENT OR LAND BOUNDARY MONUMENT OR ACCESSORY COMMITS A CLASS TWO (2)
MISDEMEANOR PURSUANT TO SECTION 18-4-508 OF THE COLORADO REVISED STATUTES.
9. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO
EVENT, MAY ANY ACTION BASED ON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
10. NOTICE: THIS PLAT AND THE INFORMATION SHOWN HEREON MAY NOT BE USED FOR ANY ADDITIONAL
OR EXTENDED PURPOSE BEYOND THAT FOR WHICH IT WAS INTENDED AND MAY NOT BE USED BY ANY
PARTIES OTHER THAN THOSE TO WHICH IT IS CERTIFIED. THIS DOCUMENT AND THE WORK IT
REPRESENTS IS THE PROPERTY OF HIGH COUNTRY ENGINEERING, INC. NO PART OF THIS DOCUMENT
MAY BE STORED, REPRODUCED, DISTRIBUTED OR USED TO PREPARE DERIVATIVE PRODUCTS
WITHOUT PRIOR WRITTEN PERMISSION. AN ORIGINAL SEAL AND ORIGINAL SIGNATURE IS REQUIRED TO
VALIDATE THIS DOCUMENT AND IS EXCLUSIVE TO HIGH COUNTRY ENGINEERING, INC. AND THE
OWNER(S) OF RECORD AS OF THIS DATE, OF THE PROPERTY DELINEATED HEREON AND THE SUBJECT
OF THE SURVEY.
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 _____________20_______, AS RECEPTION NO.
________________.
_________________________________
CLERK AND RECORDER
BY ________________
DEPUTY
A PARCEL OF LAND SITUATED IN LOT 12 AND THE SW1/4SE1/4 OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, TO WIT;
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 18 DELINEATED ON THE APPROVED PLAT OF LOTTING FOR
THE SAID TOWNSHIP, DATED JUNE 30, 1995, AND MONUMENTED BY A FOUND 2-1/2 INCH IRON PIPE WITH 3-1/4 INCH BLM
ALLOY CAP STAMPED (1986); THENCE, NORTH 01°00'03" EAST ALONG THE EASTERN LINE OF THE SAID SECTION 18, 5319.33
FEET TO THE NORTHEAST CORNER THEREOF, THE SAID CORNER MONUMENTED BY A FOUND 2-1/4 INCH IRON PIPE WITH 3
INCH BLM BRASS CAPPED MONUMENT (1968), WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE,
SOUTH 38°12'53 WEST, 3328.21 FEET TO THE NORTHWEST CORNER OF THE SAID LOT 12, MONUMENTED BY A FOUND 5/8
INCH IRON PIN WITH 3-1/4 ALLOY CAP MARKED S18 LOT CORNERS 7, 9, 11 & 12, STAMPED LS 19598 (1991), THE SAID POINT
BEING THE TRUE POINT OF BEGINNING;
THENCE, ALONG THE NORTH LINE OF THE SAID LOT 12, SOUTH 88°42'28" EAST, 279.25 FEET TO A POINT ON THE WEST BANK
OF THE ROARING FORK RIVER, THE SAID CORNER MONUMENTED SOUTH 88°42'28" EAST 130.00 FEET DISTANT BY A FOUND
5/8 IRON PIN WITH ALLOY CAP STAMPED 130.00FT. WC LS20133;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE WEST BANK OF THE SAID RIVER, THE FOLLOWING
THREE (3) COURSES:
1. SOUTH 42°09'41" EAST, 158.29 FEET;
2. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 470.00 FEET AND A CENTRAL ANGLE OF 78°44'31, A
DISTANCE OF 645.92 FEET (CHORD BEARS SOUTH 02°47'25" EAST 596.28 FEET);
3. SOUTH 36°34'50" WEST, 51.13 FEET, THE SAID CORNER MONUMENTED
SOUTH 53°25'10" EAST, 275.00 FEET DISTANT BY A SET 5/8 INCH IRON PIN WITH ALLOY CAP STAMPED 275.00FT WC PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE, SOUTH 53°25'10" EAST 322.82 FEET, THE SAID CORNER MONUMENTED
BY A SET 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE, SOUTH 00°56'45" WEST, 685.54 FEET, THE SAID CORNER
MONUMENTED BY A SET 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP MARKED PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE, SOUTH 13°36'03" WEST, 635.14 FEET TO A POINT ON THE CENTERLINE
OF THE SAID ROARING FORK RIVER, SAID POINT ALSO BEING ON THE NORTHERLY BOUNDARY OF THAT PARCEL OF LAND
DESCRIBED UNDER RECEPTION NUMBER 476330 RECORDED IN THE PUBLIC RECORDS OF THE SAID COUNTY, THE SAID
CORNER MONUMENTED NORTH 13°36'03" EAST 112.00 FEET DISTANT BY A SET 5/8 INCH IRON PIN WITH ALLOY CAP MARKED
12.00 FT WC PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE, AND ALONG THE CENTERLINE OF THE ROARING FORK RIVER THE
FOLLOWING EIGHT (8) COURSES:
1. NORTH 80°38'15" WEST 243.03 FEET;
2. SOUTH 79°36'12" WEST 233.87 FEET;
3. SOUTH 82°54'47" WEST 280.30 FEET;
4. SOUTH 77°58'21" WEST 164.30 FEET;
5. NORTH 59°17'15" WEST 205.05 FEET;
6. NORTH 15°12'05" WEST 186.78 FEET;
7. NORTH 08°55'36" EAST 289.80 FEET;
8. NORTH 26°54'04" EAST 106.19 FEET;
THENCE, DEPARTING FROM THE AFORE COURSE, NORTH 88°57'45" WEST 149.66 FEET TO THE SOUTHWEST CORNER OF THE
N1/2N1/2SW1/4SE1/4 OF THE SAID SECTION 18, THE SAID CORNER MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH 1-1/4
INCH RED PLASTIC CAP STAMPED LS 19598;
THENCE, DEPARTING FROM THE AFORE COURSE, NORTH 01°38'57" EAST ALONG THE WESTERLY LINE OF SAID
N1/2N1/2SW1/4SE1/4 334.79 FEET TO THE S1/16 CORNER OF SAID SECTION 18, MONUMENTED BY A FOUND 2-1/2 INCH PIPE
WITH A 3-1/4 INCH BLM BRASS CAP MARKED S1/16 S18 (1986);
THENCE, DEPARTING FROM THE AFORE COURSE, SOUTH 88°54'18" EAST ALONG THE NORTHERLY LINE OF SAID
N1/2N1/2SW1/4SE1/4 672.48 FEET TO THE SOUTHWEST CORNER OF SAID LOT 12, MONUMENTED BY A FOUND 5/8 INCH IRON
PIN WITH 1-1/4 INCH YELLOW PLASTIC CAP STAMPED LS 19598;
THENCE, DEPARTING FROM THE AFORE COURSE, NORTH 01°06'57" EAST ALONG THE WESTERLY LINE OF SAID LOT 12,
1336.69 FEET TO THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 1,844,425 SQUARE FEET (42.34 ACRES), MORE OR LESS.
A PARCEL OF LAND SITUATED IN LOT 12, THE SW1/4SE1/4 AND THE SE1/4SE1/4 OF SECTION 18,
TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD,
STATE OF COLORADO, TO WIT;
COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 18, DELINEATED ON THE APPROVED
PLAT OF LOTTING FOR THE SAID TOWNSHIP, DATED JUNE 30, 1995, AND MONUMENTED BY A FOUND
2-1/2 INCH PIPE WITH 3-1/4 INCH BLM ALLOY CAP STAMPED 1986), FROM WHENCE THE NORTHEAST
CORNER OF SAID SECTION 18 BEARS NORTH 01°00'03" EAST, 5319.33 FEET DISTANT, SAID SECTION
CORNER MONUMENTED BY A FOUND 2-1/4 INCH PIPE WITH 3 INCH BLM BRASS CAPPED MONUMENT
STAMPED (1968), WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO; THENCE NORTH
09°51'36 WEST, 682.18 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF THE DENVER
AND RIO GRANDE WESTERN RAILROAD, MONUMENTED BY A FOUND 5/8 INCH PIN WITH YELLOW
PLASTIC CAP STAMPED LS 19598, SAID POINT BEING THE TRUE POINT OF BEGINNING;
THENCE, SOUTH 56°00'51" WEST 1002.25 FEET TO A POINT ON THE CENTERLINE OF THE ROARING
FORK RIVER, SAID POINT ALSO BEING ON THE NORTHEASTERLY BOUNDARY OF THAT PARCEL OF
LAND DESCRIBED UNDER RECEPTION NUMBER 476330 RECORDED IN THE PUBLIC RECORDS OF THE
SAID COUNTY, SAID POINT MONUMENTED N 56°00'51" E 189.17 FEET BY A FOUND 5/8 INCH IRON PIN
WITH ORANGE PLASTIC CAP STAMPED 189ft. WC LS 19598;
THENCE, DEPARTING FROM THE AFORESAID COURSE, THE FOLLOWING THREE(3) COURSES ALONG
THE CENTERLINE OF THE ROARING FORK RIVER AND THE SAID NORTHEASTERLY BOUNDARY:
1. NORTH 45°41'27" WEST 197.18 FEET;
2. NORTH 60°01'17" WEST 374.08 FEET;
3. NORTH 80°38'15" WEST 71.38 FEET, THE SAID CORNER MONUMENTED N 13°36'03 E, 112.00 FEET
DISTANT BY A SET 5/8 INCH IRON PIN WITH ALLOY CAP STAMPED 112.00 FT. WC PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE, N 13°36'03 E, A DISTANCE OF 635.14 FEET TO A
POINT MONUMENTED BY A SET 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP STAMPED PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE, NORTH 00°56'45" EAST 685.54 FEET, THE SAID
CORNER MONUMENTED BY A SET 5/8 INCH IRON PIN WITH YELLOW PLASTIC CAP STAMPED PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE, NORTH 53°25'10" WEST 322.82 FEET TO A POINT
ON THE WESTERLY BANK OF THE SAID ROARING FORK RIVER, THE SAID CORNER MONUMENTED
SOUTH 53°25'10" EAST, 275.00 FEET BY A SET 5/8 INCH IRON PIN WITH ALLOY CAP STAMPED 275.00ft.
WC, PLS 23875;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE WESTERLY BANK OF THE
ROARING FORK RIVER, NORTH 36°34'50" EAST 51.13 FEET, THE SAID CORNER NOT MONUMENTED IN
THIS SURVEY;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE WESTERLY BANK OF THE
ROARING FORK RIVER ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 470.00 FEET
AND A CENTRAL ANGLE OF 78°44'31, A DISTANCE OF 645.92 FEET (CHORD BEARS NORTH 02°47'25"
WEST 596.28 FEET), THE SAID CORNER NOT MONUMENTED IN THIS SURVEY;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE WESTERLY BANK OF THE
ROARING FORK RIVER NORTH 42°09'41" WEST 158.29 FEET TO A POINT ON THE NORTH LINE OF THE
SAID LOT 12, FROM WHENCE THE NORTHWEST CORNER OF THE SAID LOT 12 BEARS NORTH 88°38'22"
WEST, 279.25 FEET DISTANT, THE SAID CORNER MONUMENTED SOUTH 88°42'28" EAST 130.00 FEET
DISTANT BY A FOUND 5/8 IRON PIN WITH ALLOY CAP STAMPED 130.00FT. WC LS20133
THENCE, CONTINUING ALONG THE AFORESAID COURSE AND ALONG THE NORTH LINE OF THE SAID
LOT 12, SOUTH 88°42'28" EAST, 535.06 FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY OF
THE DENVER AND RIO GRANDE WESTERN RAILROAD, MONUMENTED BY A FOUND 5/8 INCH IRON PIN
WITH A RED PLASTIC CAP STAMPED LS 20133;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE SOUTHWESTERLY
RIGHT-OF-WAY OF THE SID RAILROAD, FOLLOWING FOUR (4) COURSES, EACH CORNER MONUMENTED
BY A FOUND 5/8 INCH IRON PIN WITH 3-1/4 ALLOY CAP MARKED RFTA, LS 19598:
1. ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 2814.93 FEET AND A CENTRAL
ANGLE OF 10°13'04", A DISTANCE OF 502.00 FEET (CHORD BEARS SOUTH 21°30'56" EAST 501.34 FEET);
2. SOUTH 16°27'44" EAST 349.47 FEET;
3. ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1196.28 FEET AND A CENTRAL
ANGLE OF 17°34'08", A DISTANCE OF 366.82 FEET (CHORD BEARS SOUTH 25°14'55" EAST 365.38 FEET);
4. SOUTH 34°00'19" EAST 138.92 FEET TO A POINT ON THE EAST LINE OF THE SAID LOT 12 OF THE SAID
SECTION 18;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE SAID EAST LINE OF THE SAID
LOT 12, SOUTH 01°09'53" WEST 97.27 FEET TO THE SOUTHEAST CORNER OF THE SAID LOT 12,
MONUMENTED BY A FOUND 2-1/2 INCH IRON PIPE WITH 3-1/4 INCH BLM BRASS CAP STAMPED S18
C-E-SE1/64 (1986);
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE SOUTH LINE OF LOT 13, AND
ALONG THE NORTH LINE OF THE SE1/4SE1/4 OF THE SAID SECTION 18, SOUTH 88°57'40" EAST 68.61
FEET TO A POINT ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF THE SAID DENVER AND RIO
GRANDE WESTERN RAILROAD, MONUMENTED BY A FOUND 5/8 INCH IRON PIN WITH 3-1/4 ALLOY CAP
MARKED RFTA, LS 19898;
THENCE, DEPARTING FROM THE AFORESAID COURSE AND ALONG THE SAID SOUTHWESTERLY
RIGHT-OF-WAY OF THE SAID RAILROAD, SOUTH 34°06'24" EAST 806.04 FEET TO
THE POINT OF BEGINNING.
SAID PARCEL CONTAINING 1,848,040 SQUARE FEET (42.43 ACRES), MORE OR LESS.
EAST PARCEL PROPERTY DESCRIPTION
WEST PARCEL PROPERTY DESCRIPTION
1. IT IS THE INDIVIDUAL LOT OWNER'S RESPONSIBILITY, ACCORDING TO THE COLORADO NOXIOUS WEED
ACT AND GARFIELD COUNTY'S WEED MANAGEMENT PLAN, TO MANAGE ANY NOXIOUS WEEDS ON HIS OR
HER LOT.
2. SUBJECT TO PATENT RESERVATIONS, THE MINERAL RIGHTS TO THIS REAL PROPERTY ARE NOT
SEVERED FROM THE SURFACE, AND ARE NOT UNDER LEASE.
3. PURSUANT TO C.R.S.§10-11-123 NOTICE IS HEREBY GIVEN: THIS NOTICE APPLIES TO OWNER'S POLICY
COMMITMENTS CONTAINING A MINERAL SEVERANCE INSTRUMENT EXCEPTION, OR EXCEPTIONS, IN
SCHEDULE B, SECTION 2. A)THAT THERE IS RECORDED EVIDENCE THAT A MINERAL ESTATE HAS BEEN
SEVERED, LEASED, OR OTHERWISE CONVEYED FROM THE SURFACE ESTATE AND THAT THERE IS A
SUBSTANTIAL LIKELIHOOD THAT A THIRD PARTY HOLDS SOME OR ALL INTEREST IN OIL, GAS, OTHER
MINERALS, OR GEOTHERMAL ENERGY IN THE PROPERTY; AND B) THAT SUCH MINERAL ESTATE MAY
INCLUDE THE RIGHT TO ENTER AND USE THE PROPERTY WITHOUT THE SURFACE OWNER'S PERMISSION.
RIGHT OF THE PROPRIETOR OF A VEIN OR LOAD TO EXTRACT OR REMOVE ORE THEREFROM, SHOULD
THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES, AS RESERVED IN UNITED STATES
PATENT RECORDED MAY 3, 1921 IN BOOK 73 AT PAGE 126.
4. ONE (1) DOG WILL BE ALLOWED FOR EACH RESIDENTIAL UNIT AND THE DOG SHALL BE REQUIRED TO BE
CONFINED WITHIN THE OWNERS' LOT BOUNDARIES.
5. NO OPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION.
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.
6. ALL EXTERIOR LIGHTING WILL BE THE MINIMUM AMOUNT NECESSARY AND ALL EXTERIOR LIGHTING WILL
BE DIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPT THAT
PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE LOT
BOUNDARIES.
7. NO FURTHER DIVISIONS OF LAND WITHIN THE SUBDIVISION WILL BE ALLOWED.
8. COLORADO IS A "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 COUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT
OF LIVING IN A 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 PART OF A
LEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS.
9. ALL RESIDENCES OVER 3,600 SQUARE FEET IN SIZE SHALL HAVE AUTOMATIC FIRE SPRINKLERS
INSTALLED. INSTALLATION OF THE SPRINKLER SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA 13D,
STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE AND TWO-FAMILY DWELLINGS AND
MANUFACTURED HOMES.
10. ALL ROADWAYS WITHIN THE DEVELOPMENT SHALL BE DEDICATED TO THE PUBLIC AND CONSTRUCTED
TO STANDARDS CONSISTENT WITH SECTION 9:00 OF THE SUBDIVISION REGULATIONS OF 1984, AS
AMENDED; REPAIR AND MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE HOMEOWNERS
ASSOCIATION OF THE SUBDIVISION.
Garfield County Plat Notes:
LIEN HOLDER CONSENTS
LIENHOLDER CONSENTS AND SUBORDINATION FOR THIS PLAT RECORDED AT RECEPTION
NUMBER____________________, IN THE PUBLIC RECORDS OF GARFIELD COUNTY, STATE OF
COLORADO.
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