HomeMy WebLinkAbout1058-041—
FOUND SURVEY MONUMENT
1 1/2" ALUMINUM CAP
LS# 26967
N89' 54' 48'lf� t.
150.16 rAl,)
LOT 40
FOUND SURVEY MONUMENT
1 1/2- ALUMINUM CAP
IMPROVEMENT SURVEY PLAT
THEW 1/2 OF LOT 34, LOT 35 AND 36, C- SUBDIVISION
Section 6, Twp. 5S, Range 85W, 6th P.M.
Town of Gypsum, County of Eagle, State of Colorado
EAGLE STREET 60' R.O.W. ,=
(PLATTED REC.NO. 61752)
CONCRETE CYLINDER WALL WATER SHUT
FF VALVE
SET SURVEY MONUMENT
1 1/2- ALUMINUM CAP ON #5 REBAR FOUND #5 REBAR
_ 589 56' 21 "!Y LS #38079 N90900�00 *E 62.50 - OFF CORNER, NOT ACCEPTED
4,987 (M� 25.00' 25.00': 12.50'
FOUND SURVEY MONUMENT FOUND 2" STEEL
F
1 1/2" ALUMINUM CAP PIPE NEAR PROPERTY SET SURVEY MONUMENT
LS# 26967, ACCEPTED CORNER, NOT ACCEPTED
1 1/2- ALUMINUM CAP ON #5 REBAR
(NORTHWEST CORNER OF LOT 38 RR -TIE LS #38079
C SUBDIVISION) WALL
WOOD
POST
WALL
N LOT 36
WOOD GRAVEL
FENCE DRIVE
r _ _ RQOF QVERHANG
7.0' 19.5' }
z I
W
I LOT 35 WEST 1/2
1 1 STORY I LOT 34
LOG BUILDING 1
I N I
I I
I I
I I ELECTRIC '
GAS I_ METER
W METER 19.5' _
6. T
O 0.4' 0.4' I 24.3' -
i I
O I I
I
0 WIRE I � C= I I
Z FENCE 1
p I I GARAGE
LOT 39 LOT 38 LOT 37 tj
C SUBDIVISION cV I 18.7' N
REC.NO. 61752 —
— — — — —
�; -- - - -�
LLOYDA M.
MALLOW
i3 I I
j
3', I 14.9' 9.4'
C7 L X
ROOF OVERHANG 1
X j
WIRE
1 ; o N i FENCE
{� 1 SHED ° I
8.4'
t
7812.5 sq.ft.
0.179 acres wooD
(Platted) FENCE
i; 1 is
WOOD FENCE
ON 8" CONCRETE
WALL
I �
LS# 26967, ACCEPTED
(SOUTHWEST CORNER LOT 40
C SUBDIVISION)
N90' 00' 00 "E
100.16 (M� 100.00' (-0,) BASIS OF BEARINGS
1 ;
a
it
SET SURVEY MONUMENT
1 1/2" ALUMINUM CAP ON #5 REBAR
LS #38079
25.00' 25.00 12.50'
N9(Y00'00" VIA 62.50' SET SURVEY MONUMENT
a i 1 1/2" ALUMINUM CAP ON #5 REBAR
0t4'---- LS #38079
it
16 ALLEY
(PLATTED
REC.NO. 61752)
O
UTILITY
POLE
0
N90' 00' 00 "E
212.50 �M &D%
0 5 10 20
1 inch = 10 ft
LOT 31 A
"C" SUBDIVISION
RESUBDIVISION
REC.NO. 742446
RENEE RUMRILL
FOUND SURVEY MONUMENT
1 1/4" BLUE PLASTIC CAP
ON #4 REBAR, LS# ILLEGIBLE
ACCEPTED
(NORTHEAST CORNER OF LOT 26A
"C" SUBDIVISION, RESUBDIVISION
REC.NO. 742446)
LOT 30 PRIOR TO RESUBDIVISION OF
LOTS 26 -33 AND E1/2 OF LOT 34
N90. 00' 001W "C" SUBDIVISION, REC.NO. 742446) ' 7,00'
87.50 rAll&,0,)
N90 000'00 "W 250.16'
PROPERTY DESCRIPTION:
THE WEST 1/2 OF LOT 34, AND ALL OF LOTS 35 AND 36,
C— SUBDIVISION, THE TOWN OF GYPSUM, according to the Final Plat
thereof recorded at Reception No. 61752 on October 4, 1932, in the
Eagle County Clerk and Recorders Office, County of Eagle, State of
Colorado.
NOTES:
1. DATE OF SURVEY: APRIL 3, 2017
2. STREET ADDRESS: 207 Eagle Street (Posted)
3. Location of Improvements, lot lines, setback lines, and easements
are based upon a Title Commitment provided by Title Company of
the Rockies, Commitment Number: 2000199 —C, with an effective
date of December 15, 2016 and the aforesaid Final Plat, and
Survey Monuments found at the time of the survey as shown
hereon.
4. U.S. Survey Feet was used for this survey.
5. BASIS OF BEARINGS: N90'00'00 "W between the southwest corner
of Lot 40 (Found 1 1/2" Aluminum Cap, LS #26967) and the old
southeast corner of Lot 31 (Found 1 1/2" Aluminum Cap, LS
#26967) as shown hereon and all bearings relative hereto.
6. 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 certification shown hereon.
COUNTY SURVEYOR CERTIFICATION
Deposited this Day of �`— 2017, at
in Book 1 of the Eagle County Surve or's Land
Survey Plats/ Rights —of —Way Surveys at Page _Los S .
This Land Survey Plat complies with Section 38 -51 -102, of
the Colorado Revised Statutes.
31hiNli1160
I, Randall P. Kipp, a Professional Land Surveyor in the State
of Colorado, do hereby certify that this Improvement Survey
Plat was prepared for Carol Flogaus and Jay Gunter, and is
the result of a survey performed by me or under my direct
supervision, responsibility and checking. I further certify that
this Land Survey Plat is in conformance with 38 -51 C.R.S.
and standard survey methods practiced in the area at the
time of this survey.
r
38079 0
_LI-17 :,`F.
DO��(.f {�••• ••
Randall P. Kipp P.L.S. #38079
Colorado Professional
Land Surveyor