HomeMy WebLinkAbout1082MPROWEMENT D PLAT
I
� 0� I
T
i
_
ITE
g
� HEAD SUB
REQ � �0
`MONUMENTS
HOZA PARCELS
FOUND SURVEY
!
NOR
2 ALUMINUM CAP ON REBAR
STAMPED LS 37902ON
Lots 1 thru 7 and Lots 13 thru 19' Block
9
NN
--
0<
MINETown
of Eagle,Coun State of Colorado
ty of Eale g,
c >
�
D
o
Z
o
o
0
C
�
THIRD STREET
�- =m "'•
N
80' RIGHT OF WAY
=m
SET SURVEY MONUMENT
2.0' WITNESS CORNER
PORTION OF SE 1 /4 SEC. 32 AND
1.5" ALUMINUM CAP
ON
TELE.
SW 4 SEC. J�3 T 4 S, R 84W, 6th P.M.
No 5 REBAR
CONCRETE CURB
PED,
STAMPED PLS 34998LJ
CONCRETE APRON
SCALE 1" = 800'
SURVEYED LEGAL DESCRIPTION FOUND SURVEY MONUMENT
CONCRETE WALK
1.5" ALUMINUM CAP ON REBAR
ILLEGIBLE STAMPING
Lots 1 thru 7, Block 9, Town of Eagle, County of Eagle, State
PAVED
PARKING
=
(N
89'27'00" E 125.00') 0.6'
E 125.00' NORTH
SURVEYOR'S NOTES:
of Colorado according to the Plat thereof and being the some S89'27'00"W
2.00 N
89'27'00" E 125.00'
86470011"E
N 89'24'25"
0.6'
51.5 19.0
SET SURVEY MONUMENT
1) Purpose of this Improvement Survey Plat is to depict
lands as described in that portion of the deed recorded as 60.20' TIE
P
FOUND SURVEY MONUMENTS NORTH
D<
1.5" ALUMINUM CAP ON
improvements relative to the established boundaries of the
Rece ion No. 201325364 in the Office of the Eagle Count
ClerkandRecorder, Count Eagle, State Colorado, E'
1
1 n
Z
�m
D=
1.5" ALUMINUM CAP ON REBAR
STAMPED LS 20695
2 STORY
WOODEN BARN
No 5 REBAR
STAMPED PLS 34998 {
subject Parcels, in accordance with CRS 38-51-102(9).
of of and
Y 9
oo
13
m
(TYPICAL)
N 1
0000
more particularly described as follows: �?
a
°
n
Zo
-�
N N
2) Survey Date: April 17, 2018.
Commencing at a point being the Northeast Corner of Lot 13, a
D XC
Block 9, said Town of Eagle, from which the Northwest Corner a
Z � r
me
Cn
„
of Lot 1, Block 10, of said Town of Eagle bears, and all
g
M
51.5
3) Basis of Bearing: S 02°57 42 E between found survey
0
bearings contained herein being based upon, S02°57 42 E, w
�1 o -
a I
�F
�y
zr
o �Z
(n
monuments marking the Northeast Corner Lot 13, Block 9,
> 0
380.36 feet; thence N89°4711 E 16.00 feet to the Point of o
' w
0 a,
_
N F
o mZ
o
and the Northwest Corner Lot 1, Block 10, Town of Eagle, as
Beginning being the Northwest Corner of said Lot 1, Block 9;
2 STORY G
DWELLING 'y�,2j14
W
w oo
2
o
shown and described hereon.
thence N89°24'25"E. 125.00 feet to the Northeast Corner of
'6
CANTILEVER//A���
o
O C,J
FENCE TYP
( �
X
4) Posted Address: 0306 Howard Street.
said Lot 1; thence S00°33 00 E, 175.00 feet to the Southeast
\ V
,p
�= W
0
o
Corner said Lot 7; thence S89°27'00"W, 125.00 feet to the
`
47.2 0
m oo
rn
c,
5 Location of Improvements,
) p Lot lines, and Easements are
Southwest Corner of said Lot 7; thence N00°33'00"W, 174.91
• 14.5'
I CLOTHESLINE
m/ m
based upon the Plat of Town of Eagle, as deposited at the
P 9 P
feet to the Point of Beginning.
Containing 0.502 Acres less.
ENCLOSED DECK�y POLES
P ENTRY I I s
`'
RETAINING 3
0
''
N
Eagle County Clerk and Recorders Office and Survey
more or
155
WALL
Monuments, shown hereon.
Along with:
�' L - -I i tis
00
i
Lots 13 thru 19, Block 9, said Town of Eagle, County of
Z
o
6) This Improvement Survey Plat was prepared for the
Eagle, State of Colorado according to the Plat thereof and
being the same lands as described in that portion of the —
"R"ET"AI"N"ING "WA"L"L
22,2 1
HC I tis
2
o 21
exclusive use of Jay Taylor, and is valid only if print has
original seal and signature of surveyor.
deed recorded as Reception No. 201325364 In the Office of
1 STORY I o
N GARAGE N RAMP ys
.
o
the Eagle County Clerk and Recorder, County of Eagle, State
of Colorado, and more particularly described as follows: `: =CONC.
ADRIiVLT
34.4'
I ALUMINUM
22.2 I—_J SHED
WALK 1
4
�n
Z
7) This survey was completed without the aid of a title
commitment or policy. Easement and other title searches
Beginning at a point being the Northeast Corner of said Lot
CAR PORT
C
were not performed by surveyor for this product. There
13, Block 9, from the
x X
which Northwest Corner of said Lot 1,
0
6!
may be other encumbrances, or easements affecting the
Block 10, bears, S02°57'42"E, 380.36 feet; thence
-7
Z
subject properties that are not shown.
S00°33'00"E, 175.00 feet to the Southeast Corner said Lot 19;
thence S89°27'00"W, 125.00 feet to the Southwest Corner of 0
.
8) Lineal Units of the U.S. Survey Foot were used herein.
said Lot 19; thence N00°33'00"W, 175.00 feet to the
northwest Corner of said Lot 13; thence N89°27'00"E, 125.00
-'
�� GRAVEL
LIMITS OF 17 J
AREA
WESTERN LIMIT
OF STEEP GRADE
feet to the Point of Beginning. 'C
o
0
o
�V
g
o ,.`
-
SURVEYOR'S CERTIFICATE
Containing 0.502 Acres more or less.
LOTS 13 — 19
LOTS 1 - 7 .
I, Matthew S. Slagle a Licensed Professional Land Surveyor in the State
BLOCK 9
o
BLOCK 9 ��/
of Colorado, hereby certify that this Improvement Survey Plat was
18
0.502 ACRES
D N
A 6
0.502 ACRES
done by me or under my responsible charge, and that it was
FOUND SURVEY MONUMENTS
30
v7 �
306 =��
performed using the standard care and practice used in the area at
the time of the survey, and is based upon the my knowledge,
1.25" WHITE PLASTIC CAP
o 1"
J
IN CONCRETE
m
information and belief . This certification is not a guarantee or
STAMPED LS 4551
M
°M
warrant either expressed or implied. The Notes hereon are a art of
Y� P P P
D
�
this certification.
Ng�4s
6S
19
FOUND SURVEY MONUMENT
FOUND SURVEY
R
(CAP LEANING 0.15 SOUTH,
G) w
o
F
76
LOCATED BASET
LOCATED ( )
LOCATED AT BASE)
1.5" ALUMINUM CAP ON REBAR
1.5" ALUMINUM CAP ON REBAR
l
o rn
= -
FOUND SURVEY MONUMENT
1.5" ALUMINUM CAP ON REBAR
4���� fCtsrF
;.•
O °
STAMPED LS 9337 STAMPED LS 9337
C:
STAMPED LS 30084
O ��" 1cw :',+� `•
•._
X S
89'27'00" W 125.00' LOG S89°27'00"W
BUILDING 16.00'
S 89'27'00"
W 125.00'''',
FOUND SURVEY MONUMENT
C Al
c
���NZ 20— �1 ��C
` � � � �„��� g �
a ,..,,.��.���.�
�T AN 1.5" ALUMINUM CAP ON REBAR
� � STAMPED LS 30084
• � ,k '��
.CE S 200610,235
�,
��� a " e� TYPICAL
*l� •M `t�J
Matthew S. Slagle PLS 34998
Professional Land Surveyor
State of Colorado
20 0 10 20 40 80
SLAGLE SURVEY SERVICES
800 Castle Drive - P.O. Boz 751 Eagle, Colorado 81631
COUNTY SURVEYOR'S CERTIF'ICAT'E
970.471.1499 Office matthew@slaglesurvey.com
1 INCH = 20 FEET
- ° B e
Deposited this day of �'
. 20 0 , at , . .M in Book of the
www.SlagleSurvey.com
Eagle County Surveyor's Land Survey Plats/Rights-of-Way Surveys at Page
Reception Number z-
IMPROVEMENT SURVEY PLAT
HOZA PARCELS,
i4ilw=22.
ty Surveyor
LOTS i 'T'HRu 7 AND LOTS 13 THRU 19, BLACK 9
( BEARING DISTANCE) = PLATTED
NOTICE. According to Colorado law you must commence any legal
DIMENSION
FOURTH STREET
FOUND SURVEY MONUMENT
'TOWN OF EAGLE, COUNTY OF EAGLE, ST'AT'E OF COLORADO
action based upon any defect in this survey within three years after you BEARING DISTANCE
= MEASURED
80' RIGHT OF WAY
NW COR. LOT 1 BLOCK 10
1.5" ALUMINUM CAP ON REBAR
ortAwN ar: ]OB NUd�t: DRAWDdG NAME
first discovered such defect. In no event, may any action based upon
ILLEGIBLE STAMPING
MSS 18015 18015ISP.dwg
any defect in this survey be commenced more than ten years from the
date of certification shown hereon.
SiM7 1 of 1 OAT; 04-20-2018