HomeMy WebLinkAbout08 Section 7Sec. 3
S89'12 05 "W - 2633.01'
(Measured True to True)
SE 1/4
Section Line
SE
True
Corner
/4 Section Line
------- ____2 '
_025.69
i S86'06'21 "E 1529.18' _ - - - - -
1975 County
Surveyor Bross Cap
WC (EAST 66.007
NW 1 /4 NE 1 /4
Point of
Beginning 0)
J
Found
Reference Markers
10' from True
N13'15'20"E
241.05'
N42'05'13'E 216.69'
N45'06'53"E 248.80'
N3817'59"E 248.15'
1/16 Section Line
N4918'15"E 276.30'
N50'00'53"E 177.97'
t0
Set Spike ---"-
in
•in driveway
SW 1/4 NE 1/4
3
r` r
M "d -
O
Z
Set Spike
in driveway
284.78'
N30'09'09"W
- NE 1 /4
1/4 SE 1/4
‘4-0.A64-6"
+(Me� eat L1�
5853 (Meas.,
,
55B.55'
`Re 169.91'
55130br53 25'
Existing
Horse Pen
NE 1/4 NE 1/4
Subject Parcel
51.355 Acres More or Less
SE 1/4 NE 1/4
Set Reference
Marker 32' from
True Corner
Sec. 10
0
GIP
1/4 Section Line
Existing
Driveway
k', L5
L3
Set Reference
Marker 27' from -
True Corner
True/
Corner
Existing
Roads
42.50 (G.L.O.)
3 2
Section Comer 10 11
1975 Brass Cop
WC (North 33.007
0
al
East 1/4 Corner ,/
Section 10
(Aluminum Cop)
CURVE DATA
CURVE
DELTA
RADIUS
TANGENT
LENGTH
CHORD
CHORD BEARING
C1
10'49'04"
100.730'
9.537'
19.018'
18.990'
S60'37'45"W
C2
2415'36"
493.740'
106.119'
209.058'
207.500'
S67'21'25"W
0
0
N)
0
EnCana Oil de Gas (USA) Inc.
Property Survey
Located in Sections 3 & 10
T7S, R92W 6th P.M
Garfield County, Colorado
0
0
0
LINE TABLE
LINE
BEARING
LENGTH
L1
N73'10'46"E
105.28'
L2
N89'09'49"E
69.02'
L3
S00'11'23"E
29.11'
L4
S12'55'23"E
143.34'
L5
S89'08'05"W
210.78'
L6
N06'59'35"W
109.05'
L7
N45°29'30"E
116.73'
L8
N27'57'24"W
160.03'
L9
NO3'58'13"W
181.35'
SCALE
ORIGINAL DESCRIPTION
A PARCEL OF LAND SITUATED IN SECTION 10, TOWNSHIP 7 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL
MERIDIAN, GARFIELD COUNTY, STATE OF COLORADO, SAID PARCEL IS MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT WHENCE THE WITNESS CORNER OF THE NORTH 1/4 CORNER OF SAID SECTION 10, A
SURVEYORS BRASS CAP PROPERLY MARKED AND FOUND IN PLACE BEARS N85 DEGRESS 58'07"W, 1529.18 FEET;
THENCE N 73 DEGREES 19' 25" E A DISTANCE OF 558.92 FEET;
THENCE N 89 DEGREES 16' 40" E A DISTANCE OF 69.02 FEET;
THENCE S 00 DEGREES 04' 32" E A DISTANCE OF 881.81 FEET;
THENCE S 08 DEGREES 24' 35" W A DISTANCE OF 327.51 FEET;
THENCE S 12 DEGREES 48' 32" E A DISTANCE OF 143.34 FEET;
THENCE S 89 DEGREES 14' 56" W A DISTANCE OF 210.78 FEET;
THENCE S 29 DEGREES 14' 56" E A DISTANCE OF 283.03 FEET;
THENCE S 41 DEGREES 09' 11" E A DISTANCE OF 373.10 FEET;
THENCE ALONG A CURVE TURING TO THE LEFT WITH AN ARE LENGTH OF 19.02 FEET, WITH A RADIUS OF 10.73 FEET,
WITH A CHORD BEARING OF S 60 DEGREES 44' 36" W, WITH A CHORD LENGTH OF 18.99 FEET,
THENCE S 55 DEGREES 21' 51" W A DISTANCE OF 1241.34 FEET,
THENCE ALONG A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 209.06 FEET, WITH A RADIUS OF 493.74
FEET; WITH A CHORD BEARING OF S 67 DEGREES 29' 39" W, WITH A CHORD LENGTH OF 207.50 FEET;
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
THENCE N
30 DEGREES 00' 55" W A DISTANCE OF 284.78 FEET;
04 DEGREES 09' 34" W A DISTANCE OF 337.19 FEET;
32 DEGREES 43' 27" W A DISTANCE OF 422.78 FEET;
06 DEGREES 51' 21" W A DISTANCE OF 109.05 FEET;
50 DEGREES 09' 07" E A DISTANCE OF 177.97 FEET;
49 DEGREES 36' 29" E A DISTANCE OF 276.3 FEET;
38 DEGREES 26' 13" E A DISTANCE OF 248.15 FEET;
45 DEGREES 37' 44" E A DISTANCE OF 116.73 FEET;
45 DEGREES 15' 07" E A DISTANCE OF 248.80 FEET;
42 DEGREES 13' 27" E A DISTANCE OF 216.69 FEET;
13 DEGREES 23' 34" E A DISTANCE OF 241.05 FEET;
27 DEGREES 49' 10" W A DISTANCE OF 160.03 FEET;
03 DEGREES 49' 59" W A DISTANCE OF 181.35 FEET TO THE POINT OF BEGINNING.
REVISED DESCRIPTION
A PARCEL OF LAND LOCATED IN SECTION 3, AND 10, T7S, R92W, 6th P.M., GARFIELD COUNTY,
COLORADO, SAID PARCEL IS MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT IN THE NE 1/4 NE 1/4 OF SECTION 10, T7S, R92W, 6th P.M. WHICH BEARS
S86'06'21"E 1529.18' FROM THE WITNESS CORNER FOR THE NORTH 1/4 CORNER OF SAID SECTION 10,
(BEING A 1975 BRASS CAP S00'33'31"E 33.00' FROM THE TRUE CORNER), THENCE N73'10'46"E 558.53'
THENCE N89'09'49"E 69.02'; THENCE S00'11'23"E 881.80'; THENCE S08'17'44"W 327.51'; THENCE
512'55'23"E 143.34' TO THE NORTH LINE OF THE SE 1/4 NE 1/4 OF SAID SECTION 10; THENCE
S89'08'05"W ALONG THE SAID NORTH LINE OF THE SE 1/4 NE 1/4 210.78'; THENCE S29'21'47"E 283.03';
THENCE S41'16'02"E 373.10' TO THE CENTERLINE OF 6500 ROAD AND TO A CURVE TO THE LEFT WITH A
CORD BEARING S60'37'45"W 18.990' AND A RADIUS OF 100.730'; THENCE ALONG SAID CURVE A
DISTANCE OF 19.018'; THENCE 555'12'16"W ALONG SAID CENTERLINE 1240.31' TO A CURVE TO THE RIGHT
WITH A CORD BEARING S67'21'25"W 207.500' AND A RADIUS OF 493.740'; THENCE ALONG SAID CURVE A
DISTANCE OF 209.058'; THENCE N30'09'09"W 284.78'; THENCE N04'17'48"W 337.19'; THENCE
N32'51'41"W 422.78'; THENCE N06'59'35"W 109.05'; THENCE N50"00'53"E 177.97'; THENCE N49'18'15"E
276.30'; THENCE N38'17'59"E 248.15'; THENCE N45'29'30"E 116.73'; THENCE N45'06'53"E 248.80';
THENCE N42'05'13"E 216.69'; THENCE N13'15'20"E 241.05'; THENCE N27'57'24"W 160.03'; THENCE
NO3'58'13"W 181.35' TO THE POINT OF BEGINNING. BASIS OF BEARINGS IS THE EAST LINE OF THE NE 1/4
OF SECTION 10, T7S, R92W, 6th P.M. WHICH WAS TAKEN FROM GLOBAL POSITIONING SATALLITE
OBSERVATIONS TO BEAR N00'20'25"E (THE NORTHEAST CORNER OF SAID SECTION, BEING WITNESSED BY A
1975 BRASS CAP NORTH 33.00' AND THE EAST 1/4 CORNER BEING A ALUMINUM CAP). CONTAINS 51.355
ACRES MORE OR LESS.
SURVEYOR'S NARRATIVE
WE WERE ASKED BY FRANCOIS GOYER WITH ENCANA OIL & GAS (USA) INC. TO SURVEY THE
SUBJECT PARCEL. THE PURPOSE OF THE SURVEY IS TO LOCATE THE PROPERTY CORNERS. AS
CONTROL FOR THE SURVEY WE USED THE SECTION CORNERS AS SHOWN HEREON. THE ORIGINAL
DESCRIPTION DID NOT HAVE A BASIS OF BEARINGS SO WE USED THE PARCEL TO THE WEST AND
EAST TO ESTABLISH THE ROTATION. BASIS OF BEARINGS IS THE WEST LINE OF THE NW 1/4 OF
SECTION 11, T7S, R92W, 6th P.M. WHICH WAS TAKEN FROM GLOBAL POSITIONING SATALLITE
OBSERVATIONS TO BEAR N00'20'25"E (THE NORTHEAST CORNER OF SAID SECTION, BEING WITNESSED
BY A 1975 BRASS CAP NORTH 33.00').
File No.
Date: Fee:
FILED AT REQUEST OF STACY W. STEWART
BY GARFIELD COUNTY SURVEYOR
LEGEND
= SECTION CORNERS FOUND
• = PROPERTY CORNERS SET
(Plastic Cap on 5/8" Rebar)
O = PROPERTY CORNERS FOUND
= FENCE LINE
= PROPERTY LINE
CERTIFICATE
THIS IS TO CERTIFY THAT THE ABOVE P6A� NN"11
PREPARED FROM FIELD NOTES OF AC__. ,l+p.� R.V PIPE
BY ME OR UNDER MY DIRECT SUPERVI'�IliN • •A 11
THE SAME ARE TRUE AND CORRECrd31..TF1 BES.('/
KNOWLEDGE AND BELIEF V• �Q 9� •Ove
• • ,
REGI D AND SURVEIGCa:
REGI `c ION No. 301250,.A...::
STATE '&&' tQLORADO •���=
tt's j/V4 LL AN0 S�-
SURVEYED BY C.D.S.
DRAWN BY.- F. T.M.
DATE: 06-08-07
SCALE- 1" = 300'
DWG #
07-0070
75z' State
Land Surveying. Inc.
F(435) 781-2501
• (435) 781-2518
180 NORTH VERNAL AVE. VERNAL, UTAH 8407
FILE: \\server\drawings\drawings\encona 2007\PROPERTY ENCANA-DEITRICH ILC\dwg\PROPERTY SURVEY.
EXISTING OVERHEAD
ELECTRIC POLE
WITH TRANSFORMER
GRAPHIC SCALE
.• J
ARNANEY PROPERTY
PARCEL 90. 240109400065
EXISTING PROPERTY LINE
15' DIA. TANK '
/••�
EXISTING SHED
• "EXISTING PROPERTY LINE
EXISTING CONTOURS
ROPOSED LEACH FIELD AREA
EXISTING CORRAL
R/C 27929,
EXISTING BARB
WIRE FENCE
R/C 27929
ALLMON PROPERTY
PARCEL 90. 240110100215
' ENCANA OIL AND GAS PROPERTY
PARCEL 90. 240111200219
EXISTING CORRAL !• I 1
11
�)=XISTING PROPERTY UNE
PROPOSED 62' X 27' i 1 I
MODULAR LOCATION •
XISTING ACCESS ROAD!
>: xIRNC OVERHEAD
ELECTRIC
!ryNSFOR
•
EXISTING WATER SPIGOT
EXISTING BARN
EXISTING SHED
'If
II
/ • EXISTING HOUSE
/
• R/C 27929
EXISTING PROPERTY LINE
EXISTING PIPE CORRAL
/
MOON PROPERTY
PARCEL 90. 240110100217
EXISTING IRRIGATION
DITCHES (3)
PROPOSED ACCESS ROAD wig
EXISTING OVERHEAD •`.\
ELECTRIC LINE
EXISTING TREE
MOON PROPERTY
PARCEL 90. 240110100217
880'
EXISTING
WATER WELL
11
11
11
i11
{
'*R/C 27929
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EXISTING PROPERTY UNE \ \\
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EXISTING PROPERTY LINE \\
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11
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EDGE OF PROPOSED FUTURE
WELL PAD DISTURBANCE
EDGE OF PROPOSED FUTURE
WELL PAD
EXISTING IRRIGATION MUMS (5)
603
( IN FEET )
1 inch 150 ft.
EXISTING FENCE
Vim+
EXIS1190 IRRIGATION
•
DITCHES (3) \\ +\\
EXISTING TELEPHONE PEDESTAL -1}\\ "
TO COUNTY ROAD 331 PEDESTAL--.J.\.:
EXISTING
'-
i,Y
EXISTING FENCEyi�
6500 ROAD (GRAVEL)
EXISTING IRRIGATION DITCH BOX
MOON PROPERTY
PARCEL 90. 240110100217
l i R/C 30125
\\\\
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.1 1tl
MOON BITE PL,41\1
SITU14TED IN SECTION 10 TiS R92W 6th P.M.
GARFIELD COUNTY COLORADO
\1
TOWN OF SILT
PARCEL LOCATION
COUNTY ROAD 331
VICINITY M141='
SCALE: 1" - 5000'
LEGAL DESCRIPTION:
A PARCEL OF LAND SITUATED IN SECTION 3 AND 10, T7S, R92W, 6TH 0.9.,
GARFIELD COUNTY, COLORADO, SAID PARCEL IS MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BENINNING AT A POINT IN THE NE 1/4 NE 1/4 OF SECTION 10, T7S, R92W, 6111
P.M., WHICH BEARS 006'06'21"E 1529.18' FROM THE WITNESS CORNER FOR TI -10
NORTH 1/4 CORNER OF SAID SECTION 10, (BEING A 1975 BRASS CAP
500'33'31"E 33.00' FROM THE TRUE CORNER), THENCE 97310'46"E 558.53`,
THENCE 969'09'49"E 69.02'; THENCE 00011'23'E 881.80'; THENCE 50817'44"W
327.51'; THENCE 512155'23"E 143.34' TO THE NORTH LINE OF THE SE 1/4 NE
1/4 OF SAID SECTION 10; THENCE 089'08'05"W ALONG THE SAID NORTH LINE
OF THE SE 1/4 NE 1/4 210.78 FEET; THENCE 529'21'47"E 283.03'; THENCE
S4116'02"E 373.10' TO THE CENTERLINE OF 6500 ROAD AND TO A CURVE TO
THE LEFT WITH A CORD BEARING 060137'45'W 18.990' AND A RADIUS OF
100.730'; THENCE ALONG SAID CURVE A DISTANCE OF 19.018'; THENCE ALONG
SAID CENTERLINE 1240,31' TO A CURVE TO THE RIGHT WITH A CORD BEARING
567'21'25"W 207.500' AND A RADIUS OF 493.74'; THENCE ALONG SAID CURVE A
DISTANCE OF 209.058'; THENCE 930'09'08'W 284.78'; THENCE 904'17'48"W
337.19'; THENCE N32'51'41"W 422.78'; THENCE 906'59'435"W 109.05'; THENCE
N50'00'53"E 177.97'; THENCE 9491815"E 276.30' THENCE N3817'59"E 248.15';
THENCE 974529'30"E 116.73'; THENCE 945106'53"E 248.80'; THENCE
9420513"E 216.69'; THENCE N1315'20"E 241.05'; THENCE N27'57'24"E 160.03';
THENCE 903'58'13"E 181.35' TO THE POINT OF BEGINNING. BASIS OF BEARINGS
I5 THE EAST LINE OF THE NE 1/4 OF SECTION 10, T75, R92W, 6TH P.M., WHICH
WAS TAKEN FROM GLOBAL POSITIONING SATALLITE OBSERVATIONS TO BEAR
90020'25"E (THE NORTHEAST CORNER OF SAID SECTION, BEING YAT9ESSED BY
A 1975 BRASS CAP NORTH 33.00' AND THE EAST CORNER BEING A ALUMINUM
CAP) CONTAINS 51.355 ACRES MORE OR LESS.
PLAN REFERENCE:
BOUNDARY SURVEY BY TRI STATE LAND SURVEYING, INC., DATED 05/08/2007.
NOTES:
1. WATER SUPPLY: EXISTING WATER WELL
2. PARCEL SIZE: 51.36 ac. +/-
3. ZONE DISTRICT: RESIDENTIAL/AGRICULTURAL
4. PARCEL 90. 240110100217
5. ALL LINEAR MEASUREMENTS: U.S. SURVEY FEET.
SURVEYOR'S CERT ICATE
I, George R. Bauer: a Profession
Colorado do hereby certify that
direct supervision, and that th
•ur.;
•'"
/ °�
O G�
id141) 27925 • _
0/7 YO O �
Mier '
PROJECT SURVEYOR:
Construction Surveys, Inc.
0012 Sunrise Blvd.
811t, CO 81652
PROJECT APPLICANT: 910-816-5153
Brandon Moon
VW*'
n sdt�Jvv�y.�/A,���
COLORADO P.
6544 County Road 331
811-T, GO 81652
910.319-2932
SURVEYED BY: IM DRAFTED BY: IM I CHECKED BY: 08
DAIS: 01/25/2017 DWG: BRANDON\BRANDON-SITEPLAN.dwg
SHEET 1 OF 2
20
0
10
s
GRAPHIC SCALE
20
40
80
(INFEST)
1 inch = 20 ft
59'35:3 \g
17`� .1eY-
S9)
'0
\\
CP
0
SI /\N
SITU1ATE IN eECTION 10 TTS iRS2W 6th F.M.
C441;ZP I E COUNTY C01 -01;Z4=0
PARCEL LOCATION
COUNT' ROAD 331
vICINITY 1'14IP
SCALE: 1" = 5000'
LEGAL DESCRIPTION:
A PARCEL OF LAND SITUATED IN SECTION 3 AND 10, T7S, R92W, 6TH P.M.,
GARFIELD COUNTY, COLORADO, SAID PARCEL IS MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
BENINNING AT A POINT IN THE NE 1/4 NE 1/4 OF SECTION 10, T7S, R92W, 6TH
P.M., WHICH BEARS S86'06'21"E 1529.18' FROM THE WITNESS CORNER FOR THE
NORTH 1/4 CORNER OF SAID SECTION 10, (BEING A 1975 BRASS CAP
500'33'31"E 33.00' FROM THE TRUE CORNER), THENCE N73'10'46"E 558.53';
THENCE N89'09'49"E 69.02'; THENCE S00'11'23"E 881.80'; THENCE S08'17'44"W
327.51'; THENCE S12'55'23"E 143.34' TO THE NORTH LINE OF THE SE 1/4 NE
1/4 OF SAID SECTION 10; THENCE 589'08'05"W ALONG THE SAID NORTH LINE
OF THE SE 1/4 NE 1/4 210.78 FEET; THENCE 529'21'47"E 283.03'; THENCE
54116'02"E 373.10' TO THE CENTERLINE OF 6500 ROAD AND TO A CURVE TO
THE LEFT WITH A CORD BEARING 560'37'45"W 18.990' AND A RADIUS OF
100.730'; THENCE ALONG SAID CURVE A DISTANCE OF 19.018'; THENCE ALONG
SAID CENTERLINE 1240.31' TO A CURVE TO THE RIGHT WITH A CORD BEARING
567'21'25"W 207.500' AND A RADIUS OF 493.74'; THENCE ALONG SAID CURVE A
DISTANCE OF 209.058'; THENCE N30'09'08"W 284.78'; THENCE N04'17'48"W
337.19'; THENCE N32'51'41"W 422.78'; THENCE N06'59'435"W 109.05'; THENCE
N50'00'53"E 177.97'; THENCE N4918'l5"E 276.30' THENCE N38'17'59"E 248.15';
THENCE N745'29'30"E 116.73'; THENCE N45'06'53"E 248.80'; THENCE
N42'05'13"E 216.69'; THENCE N13'15'20"E 241.05'; THENCE N27'57'24"E 160.03';
THENCE NO3'58'13"E 181.35' TO THE POINT OF BEGINNING. BASIS OF BEARINGS
IS THE EAST LINE OF THE NE 1/4 OF SECTION 10, T7S, R92W, 6TH P.M., WHICH
WAS TAKEN FROM GLOBAL POSITIONING SATALLITE OBSERVATIONS TO BEAR
N00'20'25"E (THE NORTHEAST CORNER OF SAID SECTION, BEING WITNESSED BY
A 1975 BRASS CAP NORTH 33.00' AND THE EAST CORNER BEING A ALUMINUM
CAP) CONTAINS 51.355 ACRES MORE OR LESS.
PLAN REFERENCE:
BOUNDARY SURVEY BY TRI STATE LAND SURVEYING, INC., DATED 05/08/2007.
NOTES:
1. WATER SUPPLY: EXISTING WATER WELL
2. PARCEL SIZE: 51.36 ac. +/-
3. ZONE DISTRICT: RESIDENTIAL/AGRICULTURAL
4. PARCEL NO. 240110100217
5. ALL MEASUREMENTS: U.S. SURVEY FEET.
SURVEYOR'S CERTIFICATE
1, George R. Bauer: a Professional Land Surveyor in the State of
Colorado do hereby certify that this Survey was made under my
direct supervision, and that this Site Plan represents said Survey.
COLORADO P.L.S. 27925
PROJECT APPLICANT:
Brandon Moon
6544 County Road 331
SILT, CO 81652
910-319-2532
PROJECT SURVEYOR:
Construction Surveys, Inc.
0012 Sunrise Blvd.
Silt, CO 81652
9'10-816-5153
SURVEYED BY: IM DRAFTED BY: IM CHECKED BY: GB
DATE: 01/25/2017 DWG: BRANDON\BRANDON-SITEPLAN.dwg
SHEET 2 OF 2
