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SPRADDLE CREEK ESTATES PEC
APPROVED
5/23/2016 12:00:00 AM
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PART OF THE SE 1 /4 SW 1 /4 , SECTION 5 , TOWNSHIP 5 SOUTH , RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN
TOWN OF VAIL, EAGLE COUNTY, COLORADO
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S 3505'58" E 01 MATO SEE SHEET 2 w
6.90' In S\
240.04. LINE SEIE SHEET 2 U 14
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S �- 221.61
097
'� S`�3/'32'• E 339 118.50• N
pr N 28'13'28" E
r- O -_ ODl f ^\54 W 12.07'
�Q , 1 UT1L/EASEMENT `` - ` ` ` 3S9,54, EEK 646;C6-----
OA` g3 g 1�. �� S o4 �'� N 10'48'48" E - 80.00
a �\ 1 rT C 2 ti4 \ C 4.1 i\�4;? 350' 4\ ,e:
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N \ Ill 1 2 C`38 1 1.0 ' M C87 N 81'11'12" W - 60.00
SEE BELOW z 11 TRACT G ' ' - , , , 0's \ 31230' N s8'2S7 20' E asa+° s c)s S , `` CENTERLINE OF
N \ 1 . 2394 S.F. N 1440'57' E �� N \\ ACCESS ROAD
�s 19, 50.00'�, TRACT C >> .� ►'� \
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Z I 1 376��;� E ` ` 47,279 S.F. A�;9• *i°� g \_s......,,......,....,,_ '48'
N 1 SLOPE F \
\..77.14
`ar I . ` 37642,
\ �� - MNNTENANCE 85.27' \\ C3�� �-
V Ih I� U I \ ` \ 37g J2. g8.7g2 ` - - - - - - EASEMENT \ \
iliq � � � S'F �- - - - - - - - - - - - SLOPE O \°7 S 88'113d' E N. 1q0
�\ ,�\\ ` ` C22 ACCESS •O O 64.21' \\ p0
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338.80' EASEMENT °p rn -- - -
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x'12'47' E - _ \ 1 (9
s\ 20 341.41 - �--_ oo
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S 84'12'47" E C
\ 344.03'
cD SLOPE �'�\ - - - - -20' SLOPE MA► t /� ),, i
87.45' \ v �m
TRACT A ^__ fASE1NEhrr MT) 'n _ c� ~` .....--*/ /" o�
MAINTENANCE \ F\ - - __ - __
EASEMENT \ .r�� �\ \ 337,222 S.F. - - - - - - - - P.0.8 -. �C?s �� / // 's
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\ \ \ ase • 56`1 \ / ?
FOUND 1/2' STEEL PIN \ \ \ ?�' 1 12' ----
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/\_w/1 1/21 BLM BRASS CAP /fy \ \ ?�F F -
\ S,y� loo
�`S?•S�' \\ \\ \ �• 00 S 89'11'12" E - 150.40
\ \ ACCESS EASEMENT
w \ \ 03 00
\ \
..__� 31.47'15" w \\
FOUND 2" x 2' ANGLE 4, 14.18' SLOPE \
S 1/16 CORNER SEC. 5 & 6 IRON FENCE POST MAINTENANCE \
T 5 S, R 80 W OF THE 6th P.M. SET IN CONCRETE Al 71'
\52.
EASEMENT \ \ S 1f4 CORNER SEC. 5, TSS, RBOW 6th P.M.
w FOUND 2 1/2" IRON POST w/ 3 1/4 BLM BRASS CAP ----)111
213./3,
100.00'
ZSFOUND #4 REBAR w/ALUMINUM CAP (PLS 18827) 89'46'3rW 900.07'
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Of 4
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U.S. HIGHWAY No. 70
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ACCESS EASEMENT
P.O.B.
N84' 4' E J'
105.00' uaa
CURVE TABLE
N 71• d" -1, S Curve Delta Radius Length Bearing Chord Tangent
SB 03" 0o.'r 60'
C91 4 14' W 2g+ Cl 91.58'14' 60.00 96.31 N 62'33'26' E 86,30 62,10
4-
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C2 187'31'03' 35.00 114.55 N 14'47'02' E 69.85 532.75
r/ 1� C3 52'17'47' 85.00 77.58 N 73'18'49' E 74,92 41.73
s s \Op, C4 95'02'47' 85.00 141.00 N 00'21'28' W 125,38 92,84
?�, _ _ C5 33'51'35' 60.00 35.46 N 00.21'28' W 34.94 18.26
\o cit - C6 61'41'14' 60.00 64.60 N 48.07'52' W 61.52 35.83
t ' �F i \ C7 31'05'38' 85.00 46.13 N 63'25'41' W 45.57 23.65
/ C12 \ , C8 130'18'10' 55.00 125.08 N 13'49'24' W 99;8 118,77
/ \ C9 130'18'10' 80.00 181,94 N 13'49'24' W_ 145.19 172.75
/ 2.87 010 130'18'10' 105.00 238.79 N 13'49'24' W 190.56 226,74
/ , 4 C11 95'13'29' 95.00 157.89 S 81'04'14'. E 140,33 104.08
092 / k° -CU. o 012 93'34'21' 70.00 114.32 S 81'53109' E 102,03 - 74.51
.`s N s C13 93.34'21' 45.00 73.49 S 81'53'09' E 65.59 _ 47,90
S 77• e, / �a`' / ��' C14 11'43'13' 125.00 25.57 S 40'57'35` E 25.53 12.83
73.8 f / / \ e'. 0' 015 41'25'34' 100.00 72.30 S 55.48'45' E 70.74 37.81
CENTERLINE ati / // \ 016 41.25'34' 75.00 54.23 S 55'48'45' E ° 53.05 28.36
C17 1'12'29' 3025,00 63.79 S 75'55'18' E 63.79 31.89
OF ACCESS ROAD / \ C18 1.12'29' 3000.00 63.26 S 75.55'18' E 63,26 31.63
�3 019 1'12'29' 2975.00 62.73 S 75'55'18' E 62.73 31.37
\ N 16'20'13" E / / '
�,\ a C20 8 53 44 1025.00 159,14 S 79 45 55 E 158.98 79,73
30.00' f//
�' / 'x 021 8'53'44' 1000,00 155,26 S 79'45'55' E 155,10 77.78
l C22 8'53'44' 975,00 151.37 S 79'45'55' E 151.22 75.84
�� b I C23 26'02'14' 205.00 93.16 S 7111'40' E 92,36 47,40
,p ..
(iJ 024 26'02'14' 180.00 81.80 S 71'11'40' E 81,10 41.62
S
-74'3 I I Z SEE ABOVE C25 26'02'14' 155.00 70.44 S 711'40' E 69.83 35.84
9'4j., 1 �� $ J 026 208 00 57 80,00 290,45 N 17'48'59' E 155,24 320.67
f •
C27 208'00'57' 55.00 199.68 N 17'48'59' E 106.73 220.46
\3,g4, o \\ 028 208'00'57' 30.00 108.92 N 17'48'59' E 58,22 120.25
\ C29 40.53'49' 155.00 110.64 S 65'44'35' E 108,30 57.79
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\ = C30 40'53'49' 180.00 128.48 S 65'44'35' E 125.77 67.11
\ \ C31 •41'04'20' 205.00 146.95 S 65'39'21' E 143.83 76.79
..................." - V 032 4'21'47' 175,00 13.33 S 47'28'35' E 13,32 6.67
\ \ 7 \ \\ g '��C\ ~ C33 18'28'53' 150.00 48.38 S 54.32'07' E 48.17 24.40
2'39'2 \ 758'29" f \ 034 88'52'23' 30,00 46.53 N 70'39'38' E 42,01 29.42
2" W 5 ACCESS EASEMENT \ 94.33' i C38 31'44'03' 125.00 69.23 S 61'09'42' E 68.35 35,53
S >>•2 , 4j7 35C87 55'48'22' 50.00 48,70 N 87°11'38' E 46.80 26.48
FOUND 1�2' STEEL PIN 2r f 4 - - _ C88 29.42'21' 125.00 64,81 S 61'40'22` E 64. 09 33.15
w/1 1/ BLM BRASS CAP fie, \ - _ _ Cs C91 87'00'06' 50,00 75.92 N 84'00'52' E 68.84 47.45
Qs. \ "'� \ C92 24'47'45' 225.00 97.37 S 64.52'58' E 96,62 49.46
C93 5.49'24' 2000.00 203.27 S 74'22'09' E 203.18 101 .72
N 59'46'42" W �� P.0.8. 096 18'52'45' 125.00 41.19 S 56.15'34' E 41.00 20.78
60 0 60 120 180 Feet /(�N
I--4 1--1[ 1 1••- 1 249.61 Wily \ \ I t 097 10'49'36' 125.00 23.62 S 71'06'44' E 23,59 11.85
N 53'04'09" W \ t
SCALE: 1" = 60' 1.84' NO. ' � � \ ot
�'
EASEMENT DETAIL "A" G ti /
SCALE: 1" gm 10' 5o.ir6• //ill
/
-...\NOTICE:
_ ___= ___ ___• _.--.4„ : :_ _ _ __ According to Colorado law you must commence any legal action based SEE EASEMENT /
_=- =• -
-=•---- upon any defect in this survey within three years after you first "A DETAIL
41199 HIGHWAY 6 & 24, EAGLE-VAIL discover such defect. In no event, may any action based upon any
P.O. BOX 1230 defect in this survey be commenced more than ten years from the FOUND 1/2 STEEL PIN
EDWARDS, CO. 81632 Dw►wiwo DATE 4/8/93 date of the certification shown hereon. w/1 1/2 BLM BRASS CAP SHEET 3 OF 3
(303)949-1406
288.4