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30.86' 30
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14
COUNTY ROAD
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12.2'
N
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DETAIL
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N 89° 36' 55"E
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S 00° 201 0011 E. -
1298.22
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88.22'
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810.00
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2336.83'
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m
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950.45
NORTH
1413.42'
36.75Ac.+
N09°06 X29„
\S 100
0.00
(17
37. 7 Ac+
3
z
w
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R/O SECO ROAD
(EASEMENT)
16 _ 11
f 00°29 49 W
R r/o
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26
DRY HILOW
v
46. 88AC.
SIERRA VISTA
RANCH
S00°29'45"
c
z
/ENADO ROAD
h (EASEMENT
98,97 96
- 1628 .r)I'
38.28Ac.
9'
89 f7
98 i(C%
F 550.00' 771.62'
Z. 6 .C: I Ac- +
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ti
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1301.20
STATION BEARING
1- 2 S09°23'41"E
2- 3 S16°27'29"E
3- 4 S00°48'38"E
4- 5 S14°50' 151'W
5- 6 S02°24'38"E
6- 7. S52°04' 15" E
7- 8 S84°28'59"E
8- 9 S50°53'23"E
9-10 502°04'17"E
10-11 S'13°09' 13'W
13-14
14-15
15-16
16-17
17-18
18-19
19-20
20-21
21-22
22-23
23-24
24-25
N00°24 16 W
1301.26'
kSEE
DETAIL X X
1321.62
-r0 Tr
N
N- (0
0 4 f()
= o I()
co
N00'29 52"W
1322 .97'
COUNTY ROAD 331, R.O.W. DATA, TRACT 16
TANGENT CHORD
DISTANCE DISTANCE DELTA ZADIUS
278.11'
81.18'
265.35'
272.43'
456.36'
388.25'
440.26'
454.27'
222.96'
283.36'
14°07'37" 855.59'
31°17'43" 719,74'
34°29'43"
64°49'29"
67°11'11"
30°27'01"
742.42'
423,75'
201.48'
539.51'
COUNTY ROAD 331, R.O.W. MIA, TRACTS 15, 17 AN18
N13°09'13"E
N13°09' 13" E
NO2°04'17"W
N50°53'23"W
N84°28'58"W
N52°04'15"W
N08°42'52"W
N08°31 ' 59" E
N14°50'15"E
N00°48'38"W
N16°27'29"W
N09025'44"W
30.86'
227.10'
265.35'
81.18'
278.11'
314.88'
289.35'
389.95'
259.11'
149.86'
420.62'
439.47'
30°27'01"
67°11'11"
64°19'29"
21°53'15"
12°36'28"
31°17'42"
14°03'30"
599.51'
261 .48'
363.75'
682.42'
682.42'
779.74'
795.59'
ARC
STATION BEARING
20-26
26-27
27-28
28-29
29-30
30-31
71-
31-32
32-34
393.12' 34-35
35-36
446.98'
479.43'
236.26'
286,73'
318,61'
306.62'
1
(11
Ac Ac
4 -
ROAD --
EASEMENT
8
04'1/ /
\ 108
105 1C7 �'%
•
3644Ac_
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co
\1 4
c. •
(4)
39.
82
81
263'.8I'
'93
acv
Q "
W L
r-
193
-
94
W1
CO
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0
sr0
00
cc
M
0
00
Z I
SOUTH
465.24'
\(5)
2\
1005.90'
470'5.Ac._
1 % TA MESA ROAD
( E..''E.ME_N1
69
)".\,68
80
Ar.aMFs fr-raD
A SF_ME N'
"03
78! '
� 76
- _7 .-.. �_` 75
4-
UJ
0 -
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ap
z
ti
N
s
N
1121 58'
•
N N
N
SQ.O°39' 41°E
829.27
• 66
•
71
/
36€41.c+
•
N. 541
3
v;
LL
38.E4Ac.+
1521.58'
NO0* 29 501W 2643.16
N 00° 29' 5211W
CENTERLINE DATA, RIO SECO ROAD
TANGENT CHORD
DISTANCE DISTANCE DELTA
S82°50'30"E 402.20'
N76°23 37" E 243.11' 41°31'44"
N64 -,02'59"E 220.15'16°50'23"
N72°28'09"E 220.18'
N66 53 05 E 149.26 11°10'08"
N72°33'58"E 147.08' 22°31'55"
N83°49 56" E 135.60'
N48 -,,42113"E 408.93' 70°15'26"
N13 -,34130"E 102.16
N4057'18"E 133.20' 54°45'36"
36-37 N68°20'06"E 308.53'
37-38 EAST 45.00'
CENTERLINE DATA, ROAD EASEMENT A
4-39
9-40
0-41
1-42
2-43
3-44
4-45
5-46
6-47
9-50
411,55' 0-51
260.69' 1-52
150.17' 2-53
3-54
425.89' 4-55
5-56
440.57' 6-57
7-58
58-59
59-60
60-61
61-62
N89°35'39"E
N70°47'27"E
N51°59'15"E
N70°59'38"E
BAST
N70 54'24"E
N51°48'49"E
N65°13'51"E
S84°40'32"E
S71°04'46"E
S83001'24"E
N57°05'14"E
N36°34'15"E
N56°25'15"E
N68°50'33"E
S84°52'35"E
S58°35'43"E
S58035'43"E
S61°30' 13" E
S64°24'43"E
S48°03'27"E
S06°45'00"E
200.75'
82,83'
488.53'
123,77'
283,99'
189.10'
472.49'
37°36'24"
38°00'45"
38°11'12"
291.81' 26°50'06"
208.47' 33°21'06"
CENTERLINE DATA, SIERRA VIS'TA ROAD
117.80'
449.81'
151.23'
302.79'
511.71'
111.42'
252,31'
84.32'
317.87'
224.16'
199.74'
575.72'
568.39'
23°53'18"
55°53'26"
14°51'26"
24°50'37"
52°33'44"
05°49'00"
32°42'33"
49°54'22"
RADIUS ARC
342.87'
751.74'
766.92'
376.44'
355.34'
144.81'
(45.00')
440.54'
290.32'
722.23'
628.78'
363.25'
269.20'
269,20'
326.10'
738.87'
248.52'
220.94'
149.50'
148.04'
435.72'
138.40'
289.15'
294.50'
112.23'
320.38'
253.13' 232.22'
1,022.30'
673.64'
586.75'
•
63 /
57 /;
56
S TERRA
52,'' \\
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61
750.
00'
2629.27'
3 6.17 ,A c. -
(6
3-
39. 93Ac.-
V/STA h'OAJ
MENT )
1312..14`
S 03044' 35"W
16,342(
C8)
372. A,�-
DRY HOLLOW r
31�-- 1116.6R
STATION BLARING
57-03
63-64
64-65
66-66
66-07
67-68
68-69
69-70
70-71
71-74
74-75
75-76
76-78
78-79
79-80
80-81
81-82
82-83
83-84
84-85
85-86
86-87
87-88
88-89
89-90
90-91
91-92
92-93
93-94
86-95
95-96
96-97
97-98
98-99
N 31° 24' 17"
N 500 07' 49"
cO
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CO
50,
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3
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2'
I050.00'
v
35.90 Ac
w
62� N t37 0 22 I H, r
45.
N 00" 37' 5� W
1313.39
,DETAIL I
200'
62
S 0003610511 E
1312.14'
12 4 -*17= 1200 00'
N 00" 391 12" W
CENTERLINE DATA - ALTA MESA ROAD
TANGENT' CHORD
ASTANCE DISTANCE DELTA
E 154.23'
E 148.33'
75.00'
W 814.64'
E 122.86
148.41'
656.53'
125.70'
116.98'
287.05'
79.64'
200.00'
283.21'
198.39'
366,95'
177,68'
156.53'
136.44'
330 28' 28"
180' 00' 00"
148' 42' 14"
14' 32' 58"
46°25'14"
09°49'18"
18°26'14"
32°10'47"
24°13'48"
06°55'46"
25°53'24"
CENTERLINE DATA, VENADO ROAD
272 89'
172.69'
68°19'40"
36.21Act--
1200.00' 1200.00'
SE !/4 NW 1/4
SEE
DETAIL
0
W.)
0 �
0
2621.81
RADIUS
100.00'
147.06'
783.36'
416.85'
372.92'
306.15'
103.14'
ARC
381.0'
151.15'
71.46'
157,71'
9941,1
2111.15'
123.00'
CLERK AND RECORDER'S CERTIFICATE
302518
This plat was filed for record in the office of the Clerk and Rec rder
19so
at l o'clock P.m.,
and is duly recorded -'fin Book , image No.
Ordinance No.
etthgl-137B
•
COUNTY SURVEYOR'S CERTIFICATE
Approved for content and form only and not the accuracy of surveys,
calculations, or drafting pursuant to CRS 1973 per 136-2-3 as amended.
SURVEYOR'S CERTIFICATE
This is to certify that there was an actual survey conducted by me or
under my direction, of the land shown on this plat and all is true
and correct to the best of my knowledge and belief.
GAR! ,, RSC AU
L.S. 1406
DATED
NOTE
Q.) ‘1411,1/1
•
.ma •
k, O
er •
.,
r
14060
l,, 44 4••'Q3
i�rsug
, ` 0 F cps.
Bearings are relative to the east line of Section 27 which is S00°39'41"E.
Road easements A & B are not constructed roads.
ALL PLATTED MEASUREMENTS ARE TO THE TRUE CORNER POSIT/ON. SEE
Wl TTNESS CORNER DATA WHERE APPL /CABLE.
o
, 'DRY HOLLOW
- -\
62-A
60-8
70-E
56-F
1/16-G
51-H
51-1
STATION BEARING
81-101
101-102
102-103
103-104
104-105
105-106
106-107
107-108
AR4A
BOUNDARY= 795.47
LEGEND -
WITNESS CORNER DATA
EAST
76-J
108-K
45.60' 108-L
581 99-M
99-0
60.08'
6Q,09'I 34-T
CENTERLINE DATA, ROAD EASEMENT B
TANGENT CHORD
DISTANCE DISTANCE DELTA
70.51'
11
• N.0. 5
= IRON
237.83'
260,41'
240.93'
108°42'23"
RADIUS
195.09'
262,25'
1,017.17'
45.00'
45.00'
45.00
150.00'
ARC
REBAR AND ALUMINUM C A P MAR KED L. S. J07 32
POST WITH BRASS CAP
REBAR AND PLASTIC CAP MARKED L.S. 14060
= FENCE LIN E
BOUNDARIES AND COUNTY ROAD R.O.W.
---= EASEMENT BOUNDARIES
0
0
TRACTS OF LAND
SITUATED IN
SECTIONS 15,22 a 27 , T. 6 S., R.92 W., OF THE
6th. PRINCIPAL MERIDIAN
EI.DORADO ENGINEERING COMPANY CONSULTING ENGINEERS REGISTERED LAND SURVEYORS
RRA VISTA RANCH
88 COLORADO AVENUE P.O. BOX 66 9 GLENWOOD SPRINGS , COLORADO 81601 303-945-8596
Job 79348
Date
Sheet
of