HomeMy WebLinkAboutImprovement Location CertificateXXXXXX
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DYH
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N 89°22'00" W 157.50' BASIS OF BEARINGS
N
0
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'
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"
E
1
3
7
.
5
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'
S 89°22'00" E 157.50'
S
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°
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'
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"
W
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'
MULTI-LEVEL
WOOD HOUSE
54 PINE STREET
LOT 26
LOT 25
LOT 27
LOT 26
LOT 28
LOT 27
LOT 29
LOT 28
S1/2 LOT 30
LOT 29
N1/2 LOT 30
LOT 24
LOT 3
LOT 4
LOT 5
LOT 6
LOT 7
LOT 8
LOT 9
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ONE STORY
WOOD GARAGE
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SHED
GATE
GATE
GATE
GRAVEL
DRIVEWAY
CONCRETE
PATIO
WOOD
DECK
CONCRETE APRON
STONE AN
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NO. 5 REBAR AND 1.25"
YELLOW PLASTIC CAP
ILLEGIBLE FOUND
0.20' BELOW GROUND
NO. 5 REBAR AND 1.25"
YELLOW PLASTIC CAP
ILLEGIBLE FOUND
0.20' BELOW GROUND
NO. 5 REBAR AND 1.25"
ORANGE PLASTIC CAP
ILLEGIBLE FOUND
0.40' BELOW GROUND FENCE
(TYPICAL)
FENCE
(TYPICAL)
WATER
SPIGOT
WATER
RISER
GAS
RISER ELECTRIC
RISER
OVERHEAD
ELECTRIC
AC UNIT
CLEANOUT
(TYP.)
IRRIGATION
VALVE (TYP.)
CONCRETE
DITCH BOX
PUMP
STEPS
34.3'1.
0
'
2.8'
26
.
6
'
2.8'1.
0
'
34.3'
28
.
6
'
9.1'
16
.
2
'
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'
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10' SIDE SETBACK
PER (RU) ZONING
10' SIDE SETBACK
PER (RU) ZONING
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'
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'
(T
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OLD
SEPTIC LID
DYH
WATER SPIGOT PER
PREVIOUS SURVEY
NOT FOUND
RECIPROCAL DRIVEWAY EASEMENT
PER RECEPTION NO. 654733
12" PVC
CONCRETE DITCH BOX
PIPING POSSIBLY HEADING
EASTERLY DIRECTION
PUMP
P
APPROXIMATE
PIPE LOCATION
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(TYP.)
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9.
6
0
'
16.50'
25
.
6
0
'
33.50'
25
.
6
0
'
7.60'
9.
6
0
'
22.80'
40
.
4
0
'
32.40'
40
.
4
0
'
0.20'
G
GAS
RISER
E
AC
AC UNIT
CONCRETE WALK
444 S.F.± IMPERVIOUS
AREA NEW CONCRETE
SINGLE STORY
WOOD FRAME
ADDITION
APPROX.
LEACH FIELD
CLEANOUT
(TYP.)
CLEANOUT
(TYP.)
NOTICE: ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION
BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST
DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN
THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE
CERTIFICATION SHOWN HEREON.
ByNO.Date Project NO.RevisionDrawn By:
Checked By:
Date:
Computer File:
P.O. Box 1746
Rifle, CO 81650
Phone (970) 625-1954
Fax (970) 579-7150
www.peaksurveyinginc.com
S
NW
E
P e a k S u r v ey ing, Inc.
Es t . 2 0 0 7
24096
1 OF 1
BRETT & MAURA WAMSLEY
CARBONDALE, COLORADO
IMPROVEMENT LOC. CERTIFICATE
LOTS 25-29 & S1/2 30, B9, COOPERTON
54 PINE STREET
SMS
JRN
SEPTEMBER 6, 2024
096.DWG
1 01/07/26 UPDATE SURVEY JRN
IMPROVEMENT LOCATION CERTIFICATE
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED
FOR BRETT AND MAURA WAMSLEY, THAT IT IS NOT A LAND SURVEY PLAT OR AN
IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE
ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES. THIS
CERTIFICATE IS VALID ONLY FOR USE BY THE PARTIES LISTED ABOVE AND DESCRIBES THE
PARCEL'S APPEARANCE ON DECEMBER 19, 2025.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS
DATE, SEPTEMBER 3, 2024 AND DECEMBER 19, 2025, EXCEPT UTILITY CONNECTIONS, ARE
ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE
NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY
ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE
OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT
AS NOTED. I FURTHER STATE THAT THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT
OF A TITLE COMMITMENT, THEREFORE EXCEPTIONS TO TITLE HAVE NOT BEEN
RESEARCHED BY PEAK SURVEYING, INC.
DATE: JANUARY 07, 2026
BY:___________________________________
JASON R. NEIL, P.L.S. NO. 37935
FOR AND ON BEHALF OF
PEAK SURVEYING, INC.
IMPROVEMENT LOCATION CERTIFICATE
LOTS 25, 26, 27, 28, 29 AND SOUTH HALF OF LOT 30, BLOCK 9 AMENDED PLAT OF
THE TOWNSITE OF COOPERTON ACCORDING TO THE AMENDED PLAT OF THE
TOWNSITE OF COOPERTON, RECORDED AUGUST 23, 1977 AS RECEPTION NO. 280258
COUNTY OF GARFIELD, STATE OF COLORADO
PROPERTY DESCRIPTION
LOTS 25, 26, 27, 28, 29 AND SOUTH HALF OF LOT 30, BLOCK 9 AMENDED PLAT OF THE TOWNSITE OF
COOPERTON ACCORDING TO THE AMENDED PLAT OF THE TOWNSITE OF COOPERTON, RECORDED
AUGUST 23, 1977 AS RECEPTION NO. 280258.
CITY OF CARBONDALE
COUNTY OF GARFIELD
STATE OF COLORADO
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W
0
30
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P
e
ak
S u r v e y i n
g
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c
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010 10 20 405
NOTES:
1) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING
SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT
THE BENEFIT OF A TITLE COMMITMENT THEREFORE, EXCEPTIONS TO TITLE THAT MAY AFFECT
THE SUBJECT PROPERTY HAVE NOT BEEN RESEARCHED BY PEAK SURVEYING, INC.
2) THE DATE OF THIS SURVEY WAS SEPTEMBER 3, 2024 AND DECEMBER 19, 2025.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N 89°22'00" W BETWEEN THE
SOUTHEASTERLY CORNER OF LOT 25, A NO. 5 REBAR AND YELLOW PLASTIC CAP ILLEGIBLE
FOUND IN PLACE AND THE SOUTHWESTERLY CORNER OF LOT 25, A NO. 5 REBAR AND YELLOW
PLASTIC CAP ILLEGIBLE FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET.
5) THIS SURVEY IS BASED ON THE THE AMENDED FINAL PLAT OF OF THE TOWNSITE OF
COOPERTON RECORDED AUGUST 23, 1977 AS RECEPTION NO. 280258 IN THE GARFIELD COUNTY
CLERK AND RECORDER'S OFFICE AND CORNERS FOUND IN PLACE.
6) BUILDING SETBACKS AS SHOWN ARE BASED ON GARFIELD COUNTY COMMUNITY
DEVELOPMENT WEBSITE FOR RURAL URBAN LAND USE CODE. BUILDING SETBACKS SHOULD
BE VERIFIED WITH COMMUNITY DEVELOPMENT PRIOR TO ANY PLANNING, DESIGN OR
CONSTRUCTION.
COL O R A D O L I CE
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SIONAL L A N D S U RVEYO
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JAS O N R . NE
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37935