HomeMy WebLinkAbout3.0 Kinney Amd Minor Sub Application Part 3L = 6.91'
R = 498.85'
CB N74° 16' 15"W
CH = 6.91'
DAVID JAMES &
KIMBERLY S ROBINSON"
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1/40
SE1/4 \W1//1
FND. 3-1/2" BLM ALUM. CAP
W1/4 COR. SEC. 17
FI\AL PLAT
<1\\EY SUaDIVISIO\
A PARCEL OF LAND SITUATED IN LOT 7, AND I\ THE S-1 /4 \W1/4 AND SW1/4 NE1/4 OF SECTION 17
TOWNSHIP 7 SOUTH, MANGE 88 WEST OF T -E 6TH P.M.
MCEPTIO\ # 408017)
COU\TY OF GMFIELD
STATE OF COLORADO
FND. 3-1/2" BLM ALUM. CAP
(HELD CLOSINGITIOCOR. SEC. 17
(HELD POSITION)
L = 123.39'
R = 498.85'
CB S81' 45' 14"E
CH = 123.08'
S88' 50' 24"E
-251.53'
S\15.4
25'
LIMIT 100 YEAR
FLOOD (ZONE B)
HELD BEARING ALONG THE NORTH LINE OF LOT 7
WITH ALL OTHER BEARINGS ALONG COUNTY ROAD
BEING RELATIVE THERETO AS PER THE "DEPENDENT
RESURVEY OF TOWNSHIP 7 SOUTH, RANGE 88 WEST
OF THE SIXTH PRINCIPAL MERIDIAN" DATED JUNE 30,
1995
S88° 42' 00"E
638.22'
L = 154.88'
R = 476.90' -
CB N81* 51' 21"E
CH = 154.20'
L = 199.81'
R = 1891.55'
CB N69° 31' 32"E
CH = 199.72'
GARY & AMA\DA LITTELL"
(REC.# 837037)
l -----
588° 537-17'E
182,40'_---_-- 1
L = 25.51'
FND. 5/8" REBAR
N
2
25.0' WC
/
/
S84° 03' S1°E- -
_ _ 171.001'
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.
25' WIDE IRRIGATION
DITCH EASEMENT
EDGE OF ASPHALT
COUNTY ROAD
s3.
Sj
� NI
�1
- N82° 30' 10_E
FND. 5/8" REBAR
N04' 43' 22" W 5.42'
TO CALCULATED CORNER
POSITION
3Q.f
/ /��
---- 241,84' J//
/
s N -----' LOT 2
o �'0 2.122 AC.±
"6s
co
•
CATTLE CREEK
FIELD LOCATED
APRIL 12, 2017
LOT 1
25.300 AC.±
ADDRESS:
1000 CATTLE CREEK
ROAD
LIMIT 100 YEAR
FLOOD (ZONE (3)
SE1//1
N89° 21' 03"E
214,57'
25' WIDE IRRIGATION
DITCH EASEMENT
\W1
548.63'
/L
N89' 28 00"W
(N89' 38' 31"W)
FND. 3-1/2" BLM ALUM. CAP
CENTER 1/4 COR. SEC. 17
1
N72° 14.9�� _
z--
;E X46.42' I N (/)
45' 09
i q
N78 I : 0 vl
BUILDING
ENVELOPE
SBO. 59
107.
22'W
13'tn
.Np(0 h . Q
N hr
t.
oo
S88° 07' 14'Wl N
`\ � i
(6\ M
80.18'
i
lJI
//
/20AG)/ x40.0'
Of+ti 0;0/
(/ to WELL
58 42' 55'y / / 198.26 11,
is
HELD 5/8" REBAR AND
YELLOW PLASTIC CAP AT
SOUTH AND 5/8" REBAR
AT NORTH PROLONGATION OF
PROPERTY LINE
WILLIAM P &
IRAS L CRYM3LE"
40' X 60'
WELL EASEMENT
FND. 5/8" REBAR
& YELLOW PLASTIC CAP
(N89' 37' 21")
N89" 42' 55"E
(330.00')
330.00
INJWBSV3 SS
1
1
30.0'
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V1
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m
D
30' WIDE ACCESS EASEMENT
RECEPTION #265200
BOOK 465, PAGES 545-546
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lor'W
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2° /
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cp.
as
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N89 42' 55'E
BUILDING
ENVELOPE
/
LOT 3
2.114 AC,±
BASIS OF BEARINGS
3Lfv
N89' 37' 21"E
SW1/4 \E1/1
1398.99'
(1400.16')
SOUTH PROPERTY LINE BEARING PER THE "DEPENDENT
RESURVEY OF TOWNSHIP 7 SOUTH, RANGE 88 WEST
OF THE SIXTH PRINCIPAL MERIDIAN" DATED JUNE 30,
1995
506.61'1
851.53'
/
7.
OVERHEAD ELECTRIC
EASEMENT
BOOK 504
AT PAGE 449
0
o.
ERICA S &
SAMUEL D KINCAID"
FND. 5/8" REBAR
N07' 42' 03"W 3.70'
TO "POINT OF BEGINNING"
u
TIE:
S89° 28' 00"E
1710.59'
N
FEET 80 0
I 1111 I 11111
GRAPHIC SCALE
1 inch = 80 ft.
LEGEND
•
BLM CAP AS DESCRIBED
80 FEET
BUILDING ENVELOPE LINE
SET 5/8" REBAR AND CAP MARKED HUTTON LS 24312
PARENTHESIS DENOTE RECORD CALL INFORMATION
LINE TABLE
LINE# BEARING
L1 N72° 33' 06"E
L2 N12° 30' 07"E
L3 N61' 27' 15"E
L4 N25' 43' 17"W
L5 N64° 39' 38"E
L6 N24' 06' 17"W
L7 N23° 13' 26"E
L8 N56° 50' 42"E
DISTANCE
46.87'
50.51'
33.30'
57.99'
72.84'
63.86'
41.30'
59.98'
ZONE B: AREAS BETWEEN LIMITS OF THE 100 -YEAR FLOOD AND 500 -YEAR FLOOD;
OR CERTAIN AREAS SUBJECT TO 200 -YEAR FLOODING WITH AVERAGE DEPTHS
LESS THAN (1) FOOT OR WHERE THE CONTRIBUTING DRAINAGE AREA IS LESS
THAN ONE SQUARE MILE; OR AREAS PROTECTED BY LEVEES FROM THE BASE FLOOD.
(MEDIUM SHADING)
HELD DISTANCE BASED UPON
SUVEY BY SCARROW AND WALKER/
KKBNA INC. DATED NOVEMBER 25,
1977.
FND. 3-1/2" BLM ALUM. CAP
E1/4 COR. SEC. 17 -
GARFIELD COUNTY
COLORADO
SCALE: 1" = 80'
DATE: MARCH, 2019
PINNACLE DESIGN
805 BUCK POINT ROAD
CARBONDALE, COLORADO 81611
(970) 963-2170
JOB: 2018-02 SHEET 2 OF 2