HomeMy WebLinkAboutImprovement SurveyIMPROVEMENT SURVEY PLAT
A TRACT OF LAND SITUATED IN LOT 9, SECTION 35
TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN
I I N
IfI " Q
w
I FENCE IW
DILAPIDATED
AT THIS POINT
O
a
I
I I 2
9
v�
N N
I ; x � S
I I I
1.1
ww
X o�
- o 0
O O
I. zz
�w
.wzz° 2
�i
<a!
GRAVEL I Q COT
`h' > DRIVEWAY A
I \
TEES \
PED. _
(TYP.)
� I
a
xa
26.3
24,1(
I c SHO
M
IRON
PIPE 2LH
#5 REBAR & 1.25" YELLOW
PLASTIC CAP P.L.S. #37935 SET
FLUSH WITH GROUND (T'YP.)
A 4,50' WITNESS CORNER
A 45 REBAR & 1.25" ORANGE
PLASTIC CAP P.L.S. #38215
BEARS S00046'13"E 188.33'
N
0
30
COUNTY SURVEYOR'S CERTIFICATE OF DEPOSIT:
DEPOSITED THIS _ DAY OF 2025, AT .M., IN THE GARFIELD COUNTY INDEX FOR
INFORMATIONAL LAND SURVEY PLATS AT PAGE NO.
BY:
GARFIELD COUNTY SURVEYOR
DATE:
1�
240
150
180
LOT 9, SECTION 35, TOWNSHIP 7 SOUTH, RANGE 88 WEST, OF THE SIXTH PRINCIPAL MERIDIAN.
COUNTY OF GARFIELD, STATE OF COLORADO
9
PROPERTY DESCRIPTION
A TRACT OF LAND SITUATED IN LOT 9, SEC11ON 35, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE
SIXTH PRINCIPAL MERIDIAN, MORE FULLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHICH BEARS N00°36'00"E 1028.44 FEET AND N22°06'00"W 1455.70 FEET
FROM THE SOUTH WITNESS CORNER FOR THE SOUTH QUARTER CORNER OF SAID SECTION 35;
THENCE S89010'00"W 208.76 FEET TO A PUBLIC ROAD; THENCE N00°36'00"E 208.71 FEET ALONG
SAID ROAD; THENCE N89010'00"E 208.76 FEET; THENCE S00036'00"W 208.71 FEET TO THE POINT OF
BEGINNING, CONTAINING ONE ACRE MORE OR LESS.
TOGETHER WITH:
A TRACT OF LAND SITUATED IN LOT 9, SECTION 35, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE
SIXTH PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT WHENCE THE WITNESS POINT TO THE SOUTH QUARTER CORNER OF
SAID SECTION 35 BEARS S I F09'39"E 1584.91 FEET; THENCE S89010'00'W 208.76 FEET; THENCE
N00"600"E 71.01 FEET TO A POINT ON THE NORTH LINE OF SAID LOT 9; THENCE S89'01'43"E 417.40
FEET ALONG THE NORTHERLY LINE OF SAID LOT 9; THENCE S00°36'00 W 266.58 FEET; THENCE
S890I0'00"W 208.76 FEET; THENCE N00°36'00"E 208.71 FEET TO THE POINT OF BEGINNING,
CONTAINING 1.61 ACRES MORE OF LESS.
NOTES:
I) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS, BUILDING
SETBACKS AND EASEMENTS OF RECORD, OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN
THE TITLE COMMITMENT PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY
COMMITMENT NO. 2025-06-9, DATED EFFECTIVE JUNE 11, 2025.
2) THE DATE OF THIS SURVEY WAS AUGUST 06, SEPTEMBER 05, AND 17, AND OCTOBER 14, 2025.
3) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF N00°36'00"E BETWEEN THE
SOUTHEASTERLY CORNER, A 1" IRON BAR FOUND FOUND IN PLACE AND THE NORTHEASTERLY
CORNER, A I " IRON BAR FOUND IN PLACE.
4) UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S, SURVEY FEET.
5) 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.
6) THIS SURVEY IS BASED ON THE QUIT CLAIM DEED RECORDED DECEMBER 17, 1996 AS
RECEPTION NO. 502488, THE QUIT CLAIM DEED RECORDED JANUARY 22, 1997 AS RECEPTION NO.
503721. THE PERSONAL. REPRESENTATIVES DEED RECORDED MARCH 21, 2018 AS RECEPTION NO.
904639, THE SPECIAL WARRANTY DEED RECORDED MARCH 31, 2020 AS RECEPTION NO. 933663
AND THE CORRECTIVE SPECIAL WARRANTY DEED RECORDED MARCH 07, 2025 AS RECEPTION
NO. 1004824 IN THE GARFIELD COUNTY CLERKAND RECORDER'S OFFICE AND CORNERS FOUND
1N PLACE.
7) ACCORDING TO RECEPTION NO. 751390 PROPOSED ELECTRIC IMPROVEMENTS WERE TO BE
INSTALLED. NEW POWER POLES AND SWITCH GEAR AS SHOWN HAVE NOT BEEN INSTALLED.
UNDERGROUND UTILITY LOCATIONS WERE NOT REQUESTED OR PERFORMED FOR THIS
SURVEY.
IMPROVEMENT SURVEY STATEMENT
\ I, JASON R. NEIL, HEREBY CERTIFY TO JAMES D. PASSCHIER, CARLY M. PASSCHIER, JAMES H.
SCHAUSTER, ERMA J. SCHAUSTER AND COMMONWEALTH LAND TITLE INSURANCE COMPANY;
R THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE SPATE OF
COLORADO: THAT THIS IMPROVEMENT SURVEY PLAT IS TRUE, CORRECT AND COMPLETE
BASED ON MY KNOWLEDGE, INFORMATION AND BELIEF AS LAID OUT AND SHOWN HEREON;
THAT THIS IMPROVEMENT SURVEY PLAT WAS MADE BY ME FROM AN ACCURATE SURVEY OF
THE REAL PROPERTY PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION ON AUGUST 06,
,x X - X X SEPTEMBER 05, AND 17, AND OCTOBER 14, 2025; THAT THIS IMPROVEMENT SURVEY PLAT IS NOT
A GUARANTY OR WARRANTY, EITHER EXPRESSED OR IMPLIED; THAT, IN THE PREPARATION OF
'12'28" W H7.51' FIELD THIS IMPROVEMENT SURVEY PLAT, I RELIED UPON THE TITLE COMMITMENT PREPARED BY
°' 417.52' DEED 1" IRON BAR FOUND - HELD
'l0'00" W c JOSE F. & SIBRAIN M.4CHC7CA FOR SOUTH QUARTER COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMITMENT NO. 2025-06-9, DATED
W.C.
384 ROSE LANE Q EFFECTIVE JUNE 11, 2025 THAT THE LOCATION AND DIMENSIONS OF ALI BUILDINGS,
REC. NO. 933663 CORNER OF SECTION 35 IMPROVEMENTS EASEMENTS RIGHTS OF WAY IN EVIDENCE OR KNOWN TO ME AND
BEARS S07051'03"E 2402.58' ENCROACHMENTS BY OR ON THE REAL PROPERTY AND MATTERS REFERENCED IN SAID TITLE
COMMITMENT CAPABLE OF BEING SHOWN ARE ACCURATELY SHOWN AND THAT THIS PLAT IS
IN ACCORDANCE OF AN IMPROVEMENT SURVEY PLAT AS SET FORTH IN C.R.S. §38-51-102(9).
DATED: OCTOBER 22 2025
C �
BY:
60 SON R'. IL. P.L_, O] 379
RAND N399 F OF:,
A�S VEYIN , INC.: y
90 E
M.2001
Drawn By:j lrig� rl1C JRN NO. Date RevisionB PrOjeCt N0-
12ot to/22/zs UPDATE sIJRVEY 7ItNJAMES H. SCHAUSTER, ERMA 7. SCHAUSTERGRAPHIC SCALEChecked By: GARFIELD COUNTY, COLORADO 25074
x 1746� o Io zo � 80RN
�625 1954'IMPROVEMENTSURVEYPLAT
ate: 579-7150 OCT. 21, 202s TR. SIT. IN L9, SEC. 35, T7S, R88W 6PM
veyingine.com 422 ROSE LANE IOFI
IN FEETomputer i e:1 inch = 20 ft. 2001 z, 074