HomeMy WebLinkAboutPEC16-0013 Plat Pg. 2.pdf x l
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„ SPRADDLE CREEK ESTATES PEC
APPROVED
5/23/2016 12:00:00 AM
,., 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
Please submit Preliminary Plat for review. Plat notes can be found in Section
1311 Vail Town Code .
CURVE TABLE
C-SSW 1/16 CORNER SEC. 5, TSS, R80W� 6th P.M. 1/16 CORNER2" IRON SPOS• TSS, R1/4 6th P.M.
FOUNID 2 1/2" POST w/ 3 1/4' BLM BRASS CAP Curve Delta Radius Length Bearing Chord Tangent
-OUND 2 1/2" IRON POST w/ 3 1/4 BLM BRASS CAP
N 891140'25' E 1331.11' C16 41'25'34' 75.00 54.23 S 55'48'45' E 53.05 28.36
• 218.34' 017 1'12'29' 3025.00 63.79 S 75'55'18` E 63,79 31 ,89
264.24' 650.04' 385.80' �-
140.00' 3 �I 462.73' C33 18'28'53' 150.00 48.38 S 54.32'07' E 48, 17 24.40
\ C34 88'52'23' 30.00 46.53 N 70'39'38' E 42.01 29.42
/17
it
3 rn M \\ 035 67.02'13' 51 .50 60.26 N 72'57'1]' E 56.88 34.11
IP b \ C36 6'38'42' 175.00 20.30 S 73'42'22' E 20.28 10, 16
/ 90' UTILfTY EASEMENT 90, 9 s 639• z \\ o C37 1315'10 150.00 34.70 S 702409 E 34.62 17.43
I:- • a; J*J ?9' LOT 11 C38 31'44'03' 125.00 69.23 S 61'09'42' E 68.35 35.53
o b 69• f \\ LOT 1 2 h C39 15'11 '52' 315.00 83.55 S 69'25'48' E 83.31 42.02
Ig),/, / o N \ 96,213 S.F. �, 71,419 S.F. C40 39'17'53' 80.00 54.87 S 81'28'48' E 53,80 28.56
/o �/ Z \ \\ W 4' C41 45'40'55' 260.00 207.30 S 78.17'18' E 201 .85 109.51
Z °► r C42 54'46'08' 235.00 224.64 S 82'49'54' E 216.18 121 ,73
/ / J \ "' w tt N C43 29'10'26' 210.00 106.93 S 70'02'03' E 105,78 54.65
/ r \ \ °p : :, i~ C44 153'16'09' 10.00 26.75 N 18'44'39' E 19,46 42.09
\ s \ C45 19'08'17' 290.00 96.87 S 67.27'35' E 96.42 48.89
jJi \ \ s• \ z = C46 1908'17' 265.00 88.52 S 6727'35' E 88. 11 44.67
\ C47 2456'56' 155.00 67.49 S 4524'58' E 66.96 34.29
l \\ so. °`� \ _ C48 24.56'56' 180.00 78.38 S 45'24'58' E 77.76 39.82
iv / C49 24'56'56' 205.00 89.26 S 45.24'58' E 88.56 45.35
0
o \ C50 19'58'41' 245.00 85.43 S 42'55'51` E 85.00 43. 15
/ \ ti
oat �/ / \ 1' \ N 89'40'25' E 140.38'- tO C51 13'35'35' 245.00 58.12 S 59.42'59' E 57.99 29.20
cv / \ \ \ /7 O cr C52 33'34'16' 220.00 128.90 S 49'43'38' E 127.07 66,36
o/ / \\ \\�/ ////� • N z C53 33'34'16' 195. 00 114.26 S 49.43'38' E 112.63 58.82
O "'n`0 S \ \ N 84O'25 E 103.16' C54 159'19'17 75.00 208.55 N 1308'52' E 147,56 4]1 ,09
055 34 16'18 75.00 44.86 S 7003 21 E 44.20 23.12
�,./ / 3 g T, � C56 193'35'35' 50.00 168.94 N 30'17'01' E 99.30 419.53
Pi 459 Sg• 1 •//. / ./1
/ •r C57 193'35'35' 25.00 84.47 N 30'17'01` E 49.65 209.77
o / LOT 14 n z / /, / C58 41'18'08' 185.00 133.36 S 73'34'16' E 130.49 69.73
�/ / I 0 / .//.
31/// N C59 41'18'08' 210.00 151.38 S 73'34'16' E 148. 12 79.15
do / 286,022 S.F. S i / g / /�I C60 41'18'08' 235.00 169.40 S 73'34'16` E 165.76 88.57
/ 35•� st // / I . C61 2713'35' 175.00 83.16 S 80.36'32` E 82,38 42,38
/ ///
b C62 27'13'35' 200.00 95.04 S 80'36'32' E 94.15 48.43
/ �Sf a►o \ / 'y - gl/ /3� C63 27.13'35' 225.00 106.92 S 80'36'32` E 105.91 54.49
Nf yl UT1 117 G, / . ,
20' (lly \?p./ \z / �, C64 113'11 '28' 50.00 98.78 N 56 24 31 E 83.48 75.82
S 48 S 9(700'00' E S 140 \/• / // i� a C65 11311 '28' 75. 00 148.17 N 56'24'31' E 125,22 113.72
2500' E68 ^ 1 `f C66 11311 '28 100,00 197.56 N 524'31 E 166.96 151 .63
/ CENTERLINE /� s e e / \� ,i C67 86'30'27' 155.00 234.02 S 43'26'26' E 212,42 145.83
/ / 3d E S 20'
osEMINGE Na , /.\‘' \ // z C68 90'00'00' 130.00 204.20 S 45'11 '12' E 183.85 130. 00
/ / S 87'11'30" 70 6 3' S 87'11'30"' E 1 641 . - '�° ti / \ 3 f 1 90'00' 0' 105.00 164.93 S 45'11 '12' E 148.49 105. 00
69.65' E 605.77' N 26, - - - - _23.98'_ - 130+ - _ �. r1,3 / �3.2g• G 11/ C69 0 ,
86.13' 0 60.00' -- 67,3• F / ' a / / C'> �� S�� 20 SLOPE C70 39'32'39' 50.00 34.51 S 70'24'53' E 33.83 17.97
/� 374.99' 0 161 1 ho�� *, ' // I I 1-8
s `•/I MAINTENANCE C71 64.10'38' 50.00 56.01 N 18.33'15` W 53.12 31 .35
6 - - ✓ 3 /; /� �1 EASEMENT C72 76'13'16' 50.00 66,52 N 51'38'42' E 61 .72 39.22
3d 58.01' 4,T - - - - a �o i C1
/�'h / ;,\t 9 �, -----
A�C• N i)j / 2 .- 6 \ C73 68'17'54' 50. 00 59.60 S 56'05'42' E 56.14 33.92
/1 0 / ,.� N 56� b o N 64'41'30' W- iC ?O•\\ / i /W 1 b N 63.03'
/4‘',.\,4)/ / °, , r, 53.66' N 48'09'(70" w-- / / N 89'23'30" E ~'� \ C74 248 14'27 50. 00 216,63 N 33'56'01' E 82,79 73.79
• C75 64'44'54' 30. 00 33.90 S 54.19'12' E 32.13 19. 02
' DRAINAGE �, b t / ,- sl0,p N 25.00' / • o z N 89.4848" E O \ C76 10'48'07' 505.00 95.21 S 60'50'54' E 95.07 47,75
/ b ° $' \ ;I/
/ 0 26.50' 6 \
/ EASEMENT R/ 2 / �1i N / • / o 15.0•' C77 10'48'07' 480.00 90.49 S 60'50'54' E 90.36 45.38
°j/ $ / r1/T N ' / / b DRIVEWAY C20 C' \ C78 5'04'34' 455. 00 40.31 S 63'42'40' E 40.30 20, 17
/ ?' m h (:, ``- \ g / / ,// o EASEMENT 48.03 E di ,v9 �/ / c) n 4-tit \ gl< / / N I \d 'L C79 5'43'33' 455. 00 45.47 S 58.18'37' E 45.45 22,75
/ / • / V \ b ;' // { - \ C80 46'34'03' 30.00 24.38 S 89.31 '59` E 23,72 12.91
/ h N o - N 89'23'30 E
/ Ory°j� �`' /'I o I MAINTENANCE �A,(� � p FM \N 3704'48" E z/ / 47 97 6 7S6g•?s, '" N '9 Cbl 83'04'26' 50. 00 72.50 N 716'47 W 66.31 44.29
/�a �b�N 31'02'53' W -ft EASEMENT '1�/ �S OS <`'�l N 38.00' / / / / / 10 OS• \ C82 57 17'45 50. 00 50.00 N 01'05'41' W 47,94 27.32
/ / / �" i 2297' .
�, 7O S2, 9• \ ��0 // // �� , I 20' f \ 0 C83 65'15'19' 50. 00 56.95 N 60.10'51' E 53.92 32. 01
/ / sr 0� // w C� S O/\SS• ss'p 'oo• / �c 4/// lI�/ C84 67.30'35' 50.00 58.91 S 53'26'12` E 55.56 33.42
/ / 3 `S. / 5�// / 4 0 . (� � \ S / a N. W �,
399 / g / a ` \ \ S?, p 55.0°. . 6 n b l / 085 273'08'06' 50.00 238.36 N 23'45'03' E 68.75 47,34
/ / •,9 v^► i / S SS, 55.20' i w N ,N �° '.� aiOp // a�� C86 46'34'03' 30.00 24.38 S 42.57'56' E 23.72 12.91
/ �/ LOT 5 ./.5',
. N� . ` 66.3 , IC ' 391 ��. N 85'49'23'-----:78:°° 2 6�/�`0// 1. W ' Ig ' LOf 1Q • ''�\ C89 41'18'08' 147.00 105.97 S 73'34'16' E 103.69 55.40
61,082 S.F, .ii 'n \ 04 ` `�9 \ S• E` ti / c1,24.1 ''� 'r �1 C94 1l5 53 31 75.00 151 .70 N 08 34 01 W 127. 13 119.77
/ ; \ / \ 44, CS7 \ \ N 0(733'5!! w LOT 15 I� / 32,296 S.�/ �w C95 43'25'46' 75. 00 56,85 N 71'05'38' E 55.50 29.87
i / / o 18 \ 39, I `f 49.41' w zC98 50'00'27' 100. 00 87.28 N 88'00'02' E 84.54 46.64
Co / / \/ / / / WIZ N .2\ /Q \ /25,596 S.F. of / N31'24'18' 104.77 61 .50
/ / 44 N 3704 48 E 0 \ 089 • /z § / / ; C99 63'11 '01' 100,00 110.28 E
,cO n / / / / / 339• 32.00' \ / / . ; C100 1'40'38' 175. 00 5.12 S 76'11 '24' E 5.12 2,56
,.1 /,I' , s// / I IW/ \ S 76'27'49" E S / l^ �, C101 4'58'04' 175.00 15.17 S 72.52'03' E 15.17 7.59
/,h^�h��/ ,ti0 ,� / o• / �S \\ OS ` - _ 20.55'- - _ _ 0.03,3//1 l0
9'
//� 8 . 'N C102 40'26'09' 70. 00 49.40 N 60'13'01' E 48.38 25,78
/ a / s\ o `�s.// // N/� 03 o \ - APP--,4- o s 7/ / �I� so + 0103 58'33'49' 70.00 71 .55 S 45'32'10' E 68.48 39,25
/ / �� ss\ ��o \1` /� Z � /�\ 1J. \ \ \ \\ CSe lZ 4' _7.1=E//� la•' ,71, ^ C104 39'47'28' 70.00 48.61 N 57.29'11' E 47.64 25.33
/ h �� ? F ! / o/ / /�c'' \ \ \ S 23'025' E\ l 26.61' ZrN/ ^°° >fr.
Gl / / / \ ? N 43.22' i •
ha�� \ (� 1c51/1>\
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/ LOT 4 .,s' . / \ C'F`''� .,�/ 1 / �,. \ d z)
/ ? / / ''''coo .
Ss O . / / \ \ \ C'S� - • C62 N� S 41'52'35" E O N
85,250 S.F. / / \ �\/ S 323.72'5 E / / \ \ N 49 30.07' IN 0
/ F� / •
\ 36, I N Z
} . \ c / t.\ \
/
• BUILDING `� c / \ 0 C.1 / QQ
W ENVELOPE / \ � >< 'o4 / / h \ et 10 1, \ i W m
(TYP.) / /\ !';'9\\
0, N \ _ _ - 1 7---„„....„... .39, ••334,
c N ./ S 6726'49" E / / \ 4y �- - - - , 9.36' S6.) , F R / $4
3 S / / �b 37.00' < / y/
\ z 5`r G6 O
/ N h ACCESS EASEMENT 0cP ��C S / \ \� \ N h
I/ /N 89'01'35 E 144.00' . ? (� 00°58 25 w 4s \`Its • / \ ?p `�, \ #. LOT 7 / / ; - Q
N __ ..y - S 7 ?5' S 6 •64' F / t� c /77 6 / m
sT I N 6561' �6`l 1 / /1/C)
\ re.3 ` . \ 1 . 43,833 S.F. / b , dp, _ 6
O N 51 44 3f E1 " E ° 65.40, E $ es.p / ? S� `�� f / / •' ,� r157.77' N 89'0 '35 \� 32.61' 103 ?' 0• / . \ ,�� \� \ / / N/p _ Jss6 to
6.51 S oo 6(7'26' E - 20.00 �3, F \\ rt) \ `'�r. O. \ s /' / '� g 1
Z S 65'58'57 E 383.54' b UTILITY EASEMENT\ �_ :• \� / \ \ S� / ? F C98 I -t V
N2 \/ / /
229.BA' S e pl / S
-�847775"
35" 178 0' 49 Cel ACCESS -- 4 ?00 \ Cj \ \ LOT 6 \ \\ �, �s\So•F N�05� z / ,9 - - - - �1
/ / EASEMENT C• \� \ 8 `� - -1 c 13 is E. 1 20' DRAINAGE
3 / / c. \ l� r10 C, \ 82,050 S.F. ,` a y�9 48.36'54' 9.151 • ?
40' / / . S 4 11'24' E- ' k,�' . / �' ?p\ \ \ S� - - - - 31.34' 25.91' 4 � ///5 I �SEMENT
/ / •446" E �a s \ \ -�\ _ - - - -• .• o.'7'.'/
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�// 31 �r� srso'41' E 1.\ - 8N_07'203____.76'239- i / BUILDING o
W °R + / / �o N g 0, 53.05 �9 °OF \ \ '� 20' 1JTILfTY N 181.24' - _ E 'r? N ENVELOPE
7101
i w $ / / �> 7J 58'& \ \ U \ \ S Q EASEMENT - - - - \'O / • a°S
/ / fre311-4( IQ zl// / / /� 'jp* 4, \ \ 1 \ N \ �� "� - - 1" N-�I0'S�E 94.00 1. \ / (TYP.) . W N
/ /&/ /56 33 1 y!, \ \ C'P \\ 40' UTILITY\ O. \ �� / \ �' /. / • io I W N
W // / 4, // . 6 s \ EASEMENT \ d° LOT 8 �; \ ����,,p., / ;N °o
Z 1 7 E0
\ is?/ M �+'// / 67H3 S ?SS N />'g ,� A ?N /, / 3 ,8�3 S. �, \ \ /i.,
1 //o INn
J LOT 3 ?• E /49/ b / 8 o? S �,�, ., �. ` / \ 18• z o
SEE SHEET 3 1? . N6 N . /. /\ x 0 45 �/ / \ 20' Z
88,619 S.F. ?SS, / • / / / I I/ / s �S :p • ''ti rd,• ?o, ftp s / / -' EASEMENT /
I /� . / 0 s �S'?6• S�), 200 NI)....
// tX:?00.
x //;I r / F s >/ c F / / I
Q ? �, , �6t„, // 1, tr0.i, �Q ep S� 16 / \B •\ 60 0 60 120 180 Feet
`fls. a 0� � *?• o LI / ?, I/ pp, fq o�°s5hf \ o p ; \� \ LOT 9 I i--I �, I--� ' ' I
I\ I f'/ c�, S 3� a' 63,044 S.F.
�, w� I
^� �ryh ti \ 173• Z / T 4'1� \S), \ k6�L4 S\ \ s
I I ,� SCALE: 1" 60'
N0.
SL -„,
O / / s ,r \ TRACT E
oPE MAI ,� z �? // /' 7N,3 C44 J , \ I
LOT 2 / 6,231 S.F.
\6 /
E _ \
MFN4NCE EASEMEN7T ti 48,146 S.F. \f / b 4/ \ \ - 1'9 4' ` - 6 I
/ .r I
240,04" 44 'sem/ /� C42 \ -
/ •32"
, \
�" MAINTENANCE
\ \ 4 C4S \C100 1C10t C
MATCH 119 , ,A611, EASEMENT 41t._4
- - , \ ---"-"----'------_.§___2z.,,., f 3j 00' C36 �,bc In
1 3
b
LINE •
, � � ; �3a" LOT 1 \ N W ? ? N• ° w
» 63.82. I b $7,499 S.F. �^'• c�i
„g 122 32, N 00 Z
. J
R • I
SEE SHEET 3 E �''� N 1758'17" E - 50.00 038 11.o9? _
312 Sp" SIOpE . ` N 88'16 29" 2 U
_ 257.20' p Q
M41N S' 01
7'• 4,
N4NCf E^.3tki NT ...... ...... N 14'40'57' E TRACT C >>s0 M
c a � 50.00' 719.
NOTICE: NSEE SHEET 3
According to Colorado law you must commence any legal action based r��' rF
...•,..,.= - -• -•' = -- 1- upon any defect in this survey within three years after you first
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
EDWARDS, CO. 81632 DRAWING DATE: 4/8/93 date of the certification shown hereon. SHEET
2 OF 3
(303)949-1406
`- 2 88.4