HomeMy WebLinkAboutAs-built surveyJ
N 15°14'12" E
141.83'
Rebar and Cap LS
No. 26950 in Place
Apparent Overlap
with Westerly
Adjacent Property
Parcel No.
2177-261-00-517
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Power Pol
N 07°33'40" E
77.09'
i
1
Rebar and Cap LS
ta No. 26950 in Place
Site Benchmark
E1. =5638.8'
60" Dia. CMP
Invert In EL=5617.35'
Invert Out EI.=5617.30'
ate
AS -BUILT SURVEY
A Parcel of Land Situate in SE1/4 Section 23 and the N1/2NE1/4 Section
26, Township 6 South, Range 93 West of the 6th, P.M., County of Garfield,
State of Colorado
Ftce
Rebar and Cap LS
No. 26950 in Place
S 89°48'41" W
181.65'
#5Rebar in Placa
Rock
Retaining Walt
0
#5Rebar in Place
0
72" Dia. CMP
Invert El. =5596.5'
'J 89°48'4j" E
Rock
Retaining Wall
11
1k
72" Dia. C
Invert E1.=5597.4'
yravel Driveway
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t=1
41.
#5R►ar in Place
Rebar and Cap LS No. 26950 in Placa
Witness Corner Bears N89 °33'35"E
25.92' from point for Corner
N 89°39'50" E 320.95'
N 90°00'00" W
190.26'
Rebar and Cap LS
No. 26950 in Place
x
00°29'34" E
62.95'
Rebar and Cap LS
No. 9186 in Place
5Rebar in Place
•
5Rebar in Place
1,3
N
5Rebar in Place
#5Rebar in Place
#5Rebar in PIace
"S 89°39'501) W
#5Rebar in Place
36.050
Acres±
1314.14'
1233.69'
Existing Shop
26'x26'
N
South 1 / 16 Corner Sections 23 & 24
3.25" Dia. Aluminum Cap LS No. 19598 in place
v
Existing
Concrete
Stern wall
Top of Stemwall
Elevation
=5699.49'
93.9'
x
x
x
x
x
x
BBQ Area
14'x23'
Gate
Fence
Chicke
X Coop
Shade
ructure
23
26
x
SouthWest Corner Section 24
3" Dia. Garfield County Surveyor
Brass Cap Witness Corner Bears
N00 °06'29"W 75.83' from point for
Corner
24
25
0
100
200
300
Scale: 1 "=100'
LINE
BEARING
DISTANCE
L1
S 41°01'30" E
42.66'
L2
S 34°56'44" E
40.69'
L3
S 76°13'47" E
36.49'
L4
N 64°02'14" E
50.14'
L5
N 07°21'30"E
31.71'
PROPERTY DESCRIPTION
A PARCEL OF LAND SITUATED IN THE SOrHEAST QUARTER SOUTHEAST QUARTER OF SECTION 23, AND THE NORTH HALF
NORTHEAST QUARTER OF SECTION 26, T UNSHIP 6 SOUTH,
RANGE 93 WEST OF THE SIXTH PRINCIPAMERIDIAN, GARFIELD COUNTY, COLORADO, SAID PARCEL BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS
BEGINNING AT THE SECTION CORNER CGtION TO SECTIONS 23, 24, 25 AND 26 WHENCE THE WITNESS CORNER TO SAID
SECTION CORNER BEARS NORTH 75.92 F'T ; THENCE SOUTH 00°52'09" EAST ALONG THE EAST LINE OF SECTION 26, 294.71
FEET; THENCE LEAVING SAID EAST LINE )UTH 89°39'50" WEST 1314.14 FEET TO A POINT ON THE NORTH SOUTH
CENTERLINE OF SAID NORTH HALF NORT5'4ST QUARTER OF SECTION 26; THENCE SOUTH 00°29'34" EAST ALONG SAID
NORTH SOUTH CENTERLINE 62.94 FEET 'IENCE LEAVING SAID NORTH SOUTH CENTERLINE NORTH 90°00'00" WEST 190.26
FEET TO A POINT ON THE EASTERLY RIGP'OF WAY OF COUNTY ROAD 319, AS DESCRIBED IN BOOK 79 AT PAGE 588 OF THE
GARFIELD COUNTY CLERK AND RECORDI S OFFICE; THENCE NORTH 15'14'12" EAST 4WNC.,' SAID EASD,SRLY RIGHT OF
WAY LINE 141.83 FEET; THENCE LEAVINGAID EASTERLY RIGHT OF WAY LINE NORTH 89°39'50" EAST 320.95 FEET;
THENCE NORTH 08°21'52" EAST 890.01 PT; THENCE SOUTH 41°01'30" EAST 42.66 FEET; THENCE SOUTH 25°05'03" EAST
207.50 FEET; THENCE SOUTH 34°56'44" 1ST 40.69 FEET; THENCE SOUTH 76°13'47" EAST 36.49 FEET; THENCE NORTH
64°02'14" EAST 50.14 FEET; THENCE N01rI 07°21'30" EAST 31.71 FEET; THENCE NORTH 50°34'21" EAST 209.20 FEET;
THENCE NORTH 22°49'38" WEST 529.64 ET; THENCE NORTH 53°39'22" WEST 287.93 FEET; THENCE SOUTH 89°48'41"
WEST 181.65 FEET TO A POINT ON THE ETERLY RIGHT OF WAY LINE OF SAID COUNTY ROAD 319; THENCE NORTH
07°33'40" EAST ALONG SAID EASTERLY HIT OF WAY LINE 77.09 FEET TO A POINT ON THE NORTHERLY LINE OF SAID
SOUTHEAST QUARTER SOUTHEAST QUAER OF SECTION 23; THENCE LEAVING SAID EASTERLY LINE AND ALONG SAID
NORTHERLY LINE NORTH 89°48'41" EAS'233.69 FEET TO THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER
SOUTHEAST QUARTER OF SECTION 23; ENCE SOUTH 00°03'45" EAST ALONG THE EASTERLY LINE OF SAID SOUTHEAST
QUARTER SOUTHEAST QUARTER OF SEC)N 23, 1316.73 FEET TO THE POINT OF BEGINNING. COUNTY OF GARFIELD, STATE
OF COLORADO
NOTES
1.) DATE OF SURVEY WAS AUGUST 24, 16.
2.) TOP OF WALL 100' PER THE STRUC1RL HOUSE PLANS IS EQUAL TO 5699.50'. THE AS BUILT TOP OF WALL ELEVATION IS
5699.49' AS SHOWN HEREON.
SURVEYOR'Su ` .. •.`.:..,:�
ST�4TL
I, SHAWN ? IQN A �C R$D AND SUrYOR, LICENSED UNDER THE LAWS OF THE STATE OF COLORADO DO HEREBY
CERTIFY � A ' : -SUR V. Y* (HEREOIAS PREPARED ON THIS DATE AUGUST 30, 2016 BY ME OR UNDER MY DIRECT
SUPERVI ON 1 CHECKINM' JIA `THIS MIS A TRUE REPRESENTATION THEREOF.
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SHAWN B
FOR AND
BOOKCLIFF
r. 38200
DESCRIPTION
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FILE: 16052-01
DFT.
SCB
CK.
MJL
DATE: 8/30/16
PROJECT NO.
16052-01
SHEET 1
OF 1