HomeMy WebLinkAboutImprovement Land Certifcate1
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o Overhead
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III\I I \\ \\\ F/L 18" CMP
1. E. 65.8
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6 CY "MRI"
595' Trash Bin
Terminus Pole (#26319)
"Id. x 1 O'Fuel \\\ \ \ \\\M
Storage Tank on 6" x \ Down Guy
12' x 12' 6" timber skids
Opening \ \ \ \\ I IIII III \
(No overhd
door at date \ cr I I\ \
\ of survey)
I 3' x 7' Door
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\ \ Service Pole (#4909) o Workshop Steel
w/ Meter and Panel Box p \ \ \ \ \
\ _ 'r frame w/ \ veneer Shed — / Ht. = 17.75' ` \\ \\\\ \\\\\\\ \ \
\ Wood Veneer ` `\\ \\\
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\ / Decorative Boulder Wall�h
Tree
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Site Benchmark: Top of Property
Corner Pin - Elevation: 5557.68 —
/ 58.96
/ \ 58.86
/ Bridge � ♦ �\ \\ •\
j 59.07 c Fence
/ 59.19 ♦
♦ yz
1183° 00' 00"W 112.00'
S18° 38' 10"E 56.95' ,
Carnahan, Dustin & Charity Recovered & Accepted Bare Rebar
C-S-NE 64 Corner Sec. 24 PID 2179 2410 0308 (Plastic Cap LS 1411 in 2013)
Recovered & Accepted 3 4° 3923 Co Rd 311
Alum. Cap stamped
"HCE INC _ _ N89° 09' 1 WE _637.48'
T 6 S R 92 W Fence
C-S-NE L=452.20', R=468.05'
1 A=055° 21' 20"
64 /
S 24
2009 LS 19598"
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Fence
25' Building Setback
Approximate
Location of \ I O
Divide Creek
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Abandoned Ditch m
Property Corner \o
Recovered & Accepted 1 "'Alum.
cap stamped "BU-INC LS 25642" \ /
Fence Site Benchmark:
Top of Pin - Elevation: 5557.68 Bridge —�
S34° 00' 00"E 50.00' N83° 00' 00"W 112.00'
Control Point
Survey Spike 6' E S18° 38' 10"E 56.95' -'—
CDI of and in line w/ O #5 POL Fence Pt
C I 2-3 rail cedar fence Log & Metal Bldg's @ Mid p
T Project Benchmark - (Approx. Locations) SO' 00' 00"E 60.00'
Elevation: 5555.51 Fence
Cy')
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Kaufman, William G & Janette M N
PID 2179 2440 0325 o S50° 21' 30"W 132.65'
Silt, CO z
(925 Bennett Avenue GWS 81601)
2 Story Wood / �� Pace, Scott & Lenharr
Frame Residence / �� PID 2179 2410 0436
4050 Co Rd 311 /�� Co Rd 311
(Approx. Location) C3 (PO Box 3172 GWS 81602)
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I I / S11° 48' 30"E 129.78'
Approximate
Location of
Divide Creek a,
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IC\,
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iRecovered & Accepted #5 Rebar
w/ Cap stamped" 64' W C LS 38342"
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Recovered & Accepted Bare Rebar , S4° 35' 35"E 30.45'
2' East of Fence Line _ 4p6 V�
(Plastic Cap LS 1411 in 2013)
Yeik, William D Revocable Trust
PID 2179 2440 0435
Silt, CO
(PO Box Eagle CO 81631)
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Survey Notes
1) This survey does not constitute a title search by Boundaries Unlimited INC. to determine ownership or easements of record. Boundaries Unlimited INC. relied upon an
unrecorded Improvement Survey of the site done in February 2013 by The Sexton Survey Company whom relied on Land Title Guarantee Company Commitment Order16
GW63007694 dated December 10, 2012.
2) Basis of bearings for this survey is a bearing of N00°24'33"W between the northwest corner of subject property, a 3 4" aluminum Cap and the southwest corner of
59.19 _
subject property by a bare rebar.
Primary Bench Mark: Top of Mag Survey Spike at Control Point CP . Elevation: 5555.51
Site Bench Mark: To of alum. cap on wester) property corner, NE of bridge. Elevation: 5557.68 .r
p p Y p p Y 9
3) Initial survey was in 2021. Additional survey performed May 2022. This included a design survey for preparation of the Grading Plan. _Lf f r' v �L�
Improvement Survey Plat for Steel Workshop only.
4) NG Natural Ground .ram _- ��• ) '� '�
EL Elevation �` W
C/L Centerline I j \% .
POL Point on Line
WC Witness Corner
Steel Workshy
Scale: 1If = 20'
Overall Property
13.239 Acres
R. N. 832901
0 300' 600'
Scale: 1" = 300'
Subject Site
I
4050 Co Rd 311
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Surveyor's Certificate — — — — — — — — — V.
I hereby certify that this Improvement Survey Plat was prepared for Terry and Tonya Gambrel for their property as recorded under R. N. 832901 wasmade
under my supervision and that to the best of my knowledge and belief, it is a true and correct representation . ! 1 j r
1 further certify that the improvements on the above described property on this date, September 29, 2023, except utility connections, are entirely within the — �— •.� •`
boundaries of the parcels, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, 9
except as indicated , and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcels, except as noted.
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By:
Steven L Smith, PLS 25642 �p,D0.1� .r ��• �! r `�
For and on behalf of Boundaries Unlim.46.
. 29 Sep 2023 :� •� •... •ti X 00, %
25642 : CD •.a.i.
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-24
0Nq L L ANC j
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Vicinity Ma a
_ Scale: 1 " = 500' ° ! }
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Contour Interval: 40 feet''-
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Section 4, T.'6 1, R. 62 W., 6th f .rr
C • Civil Engineering
V. Surveying
& Beyond
X
e d Inc.
923 Cooper Ave., Ste. 201
Glenwood Springs, CO 81601
(T) 970.945.5252
www.bu-inc.com
Subsurface Utility Engineering (SUE)
Required Project: NO
If "Yes",
SUE Certification by:
Firm: N/A
Job #:N/A
Date: N/A
Engineer or Surveyor Seal
Client Information:
Terry & Tonya Gambrell
P0Box 188
New Castle, CO 81647
(970) 984- 6119
NORTH
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20' 40'
Scale: 1" = 20'
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Know what's below.
Call before you dig.
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PROJECT NO.
Sheet
22043
Designer:
BUI
Drafter:
s/s
V- 1
Date:
29 Sep 2023
File Name: gambrel - bdry-apl.dwg