HomeMy WebLinkAboutSite PlanI
SITE
PLAN
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489-28'37''W 393.04'
Barbed Wire Fence
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Found #5 Rebar &
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1-114" Yellow Plastic Cap
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Stamped "LS 13501 "
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5525
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5505
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5500
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5520
Barbed Wire Fence
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Proposed Building
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N New
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Location
New Shed Location
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64. o'
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Proposed Horse Stalls
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Existing
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Shed To Be
5500
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Relocated
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Special Warranty Deed
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5490
Reception No. 933456
5495too
2.272+- Acres
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Privacy Fence I
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Scale 1 " = 20'
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� Dirt Driveway -/ 3
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19.6'
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b/ Existing / a,
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Dirt Driveway
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b Pole Barn
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Gate
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Gravel�O
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Driveway
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Spigot
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10.0
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re Fence
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5 �gC1
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N 90°00'00" E 100.00'
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Corralk
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BUILDING SETBACKS PER GARFIELD COUNTY CODE TABLE 3-201
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FRONT 25'
50.0'
5475
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REAR 25;
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SIDE 10
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Rail Fence
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PROPERTY DESCRIPTION
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Found #5 Rebar &
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1-1/4" Yellow Plastic Cap
Stamped "LS 13501 "
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Found #5 Rebar &
A TRACT OF LAND IN THE E1/2 SE114 OF SECTION 3, TOWNSHIP 6 SOUTH, RANGE 92
W
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16.2'
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10.0'
1-1/4" Yellow Plastic Cap
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WEST OF THE 6TH P. M. AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
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Stamped
13501"
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Found #5 Rebar &
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BEGINNING AT A POINT WHENCE THE SE CORNER OF SAID SECTION 3 BEARS SOUTH
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1-1/4" Yellow Plastic
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Cap N 3
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41'33'1 S" EAST 1575.68; THENCE NORTH 05°5725" EAST 221.78 FEET; THENCE SOUTH
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Stamped LS 13501 "
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89°2837" WEST 393.04 FEET TO THE NE CORNER OF LOT 21, BLOCK 14, 6TH E & J
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ADDITION TO THE TOWN OF SILT, THENCE SOUTH 00°07'00" EAST 144.73 FEET;
THENCE SOUTH 45°07'10" EAST 35.35 FEET; THENCE EAST 100.00 FEET; THENCE SOUTH
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Found #5 Rebar &
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155.00 FEET; THENCE EAST 00.00 FEET; THENCE NORTH 00° 1'30" WEST 94.30 FEET;
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1-1/4" Yellow Plastic Cap
THENCE NORTH 73°31'56" EAST 47.19 FEET TO THE POINT OF BEGINNING.
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Well
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Stamped "LS 14111 "
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Rail Fence
Bears N68°10'40"W 1.05'
COUNTY OF GARFIELD, STATE OF COLORADO..
5465
From Corner
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Woven Wire
Fence
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NOTES
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1.) DATE OF SURVEY WAS FEBRUARY 09, 2021.
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Found #5 Rebar & 1-1/5"
Aluminum Cap Stamped
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2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT
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AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR BOOKCLIFF SURVEY
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SERVICES, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH
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100.00
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ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS
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PARCEL.
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3.) THIS SITE PLAN DOES NOT REPRESENT AN IMPROVEMENT SURVEY PLAT OR IMPROVEMENT
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LOCATION CERTIFICATE SURVEY BY BOOKCLIFF SURVEY SERVICES, INC. OR AND OF ITS
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ASSOCIATES.
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40.0'
Cha rli n Avenue
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------ ButldtngSetback-
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10.0'
Power Pole Chain Link Fence
SURVEYOR'S STATEMENT
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Found #5 Rebar &
(Typical)
(gyp )
Found #5 Rebar &
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N 90000'00" W
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1-1/4" Yellow Plastic Cap
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Stam ed "LS 13501"
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1-1/2" Aluminum Cap
Stamped "LS 10732"
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I, MICHAEL J. LANGHORNE, DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON
Found #5 Rebar & 1-1/5"
1 00.00'
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N 90 °00'00" E
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200.00' °E °E OE--pE�
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WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, IS BASED ON MY
Aluminum Cap Stamped
KNOWLEDGE, INFORMATION, BELIEF AND THAT THIS SURVEY ISA TRUE
FI LE: SI TE
"LS 10732" I I I I I I I REPRESENTATION THEREOF. THIS CERTIFICATE IS NOT INTENDED TO BE AN EXPRESS OR
Overhead Electric
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IMPLIED WARRANTY OR GUARANTEE OF ANY MATTERS EXCEPT THOSE STATED IN THE
DFT. YJL
tical PRECEDING SENTENCE.
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MICHAEL J. LANGHORNE, COLORADO REGIS�ti TR IO
DATE: 03/18/21
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FOR AND ON BEHALF OF
BOOKCLIFF SURVEY SERVICES, INC.
PROJECT NO.
21017-01
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SHEET 1
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