HomeMy WebLinkAboutSpraddle Creek Estates�
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41199 HIGHWAY 6& 24, EAGLE—VAIL
P.O. BOX 1230
EDWARDS, C0. 81632
(303)949-1406
PART OF THE SE 1 4 SW 1 4, SE CTION 5, TOWNSHIP 5 S DUTH, RANGE 8 � WE ST OF THE SIXTH PRINCIPAL MERIDIAN
T�WN OF VAIL, EAGLE C��JNTY, C OL�RAD �
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VICINITY
SCALE� I = 200�
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LOT SUMMARY CHART (NuMbers shown are �n square feet)
Parce l Area Max I Mur� Max I r�ur� S I te Zone D � str I ct/Land Use
GRFA Coverage
Lot 1
Lot 2
Lot 3
Lot 4
Lot 5
Lot 6
Lot 7
Lot 8
Lot 9
Lot 10
Lot 11
Lot 12
Lot 14
Lot 15
Tract A
Tract B
Tract C
Tract D
Tract E
Tract F
Tract G
NOTES�
87499
48146
88619
65250
61082
82050
43833
31873
63044
32z96
71419
96213
286022
25596
337222
5151
47279
152918
6231
68762
2394
7333
6524
8548
7016
6827
8220
6309
5711
7269
5732
7688
8928
14330
5397
6483
5674
7698
6166
5977
7370
5459
4781
6419
4844
6838
8078
10000
3839
H►llslde Resldentlal
Hlllslde Resldentlal
Hlllslde Resident�al
H�lls�de Resldentlal
Hlllslde Res►dent�al
H�lls�de Resldent�al
Hlllslde Res�dentlal
H►llslde Res�dentlal
Hlllslde Resldentlal
H�lls�de Resldent�al
H�lls�de Res�dentlal
H�llslde Res�dent�al
Htlls�de Res�dent�al
H�lls�de Resldent�al
Greenbelt and Natural �pen Space
Greenbelt and Natural Open Space
Greenbelt and Natural Open Space
Prlvate Road
Publ►c Road R�ght-of-Way
Publ�c Road R�ght-of-way
Publ�c Road R�ght-of-Way
1) The lots In th�s subd�v�slon where the average slope of the s�te
beneath the proposed structure and park�ng area �s �n excess of
thlrty percent are sub�ect to Sect�on 18,69.050 (A-D, F-I, K and
L) of the Town of Vall Munlclpal Code,
2> A r�axlr�uM of an addltlonal 1200 square feet of bullding wlll be
allowed for a garage on each lot of thls subdlvlslon in excess
of the GRFA shown In the Lot Sur�Mary Chart above,
3) The constructlon for each lot w�ll occur wlthln the platted
bu►lding envelopes wlth the following except�ons� Dr�veways,
sldewalks, garages that Meet the requlrer�ents of Sectlon
18.69.OSOCA-D, F-J, K and L) of the Town of Vall Munlcipal Code,
retalning walls, surface parking and grading, as long as Town of
Va�l Deslgn Revlew Board approval Is recelved and �r�pacts on
topography and vegetat I on are r� � n I r�a l,
4) Three caretaker units, each havtng a MaxlMUr� of 1200 square feet
and a r�InIMUM of 500 square feet, shall be prov�ded wlth�n the
subdlvlslon, The units will be perManently restrlcted per
Sectlon 18,13.080 <10) (A-D) of the Town of Vall Muntclpal Code,
Three lots will be deslgnated In the Protective Covenants for
thls subdlvlslon on whlch caretaker units wlll be bullt, If lots
other than those lots orlglnally destgnated provtde caretaker
units, the covenant restrlctlon wlll be tlfted, The developer
r�ay change deslgnated lots as long as there are three lots
deslgnated at all t�r�es. Further Town of Va�l rev�ew of the
deslgnatlons wlll not be requlred �f the caretnker requtrer�ent
t s r�oved to an other l ot ,
5) Date of Survey � Decer�ber 1982 & Nover�ber 1992
6) Basls of Bearings Is a llne connect�ng the ex�st�ng brass cap
r�onur�en ts r�ark I ng the easter l y l � ne of the SE 1/4 SW 1/4,
Sectlon 5, Townshlp 5 South, Range 80 West of the Sixth
Princlpal Meridlan, Town of Vall, Eagle County, Colorado being
S00°11'12'E <see drawing),
7) Monur�entatlon as shown hereon,
NOTICE:
According to Colorado law you must comrnence 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.
CERTIFICATE ❑F DEDICATION AND �WNERSHIP
Know all r�en by these presents that SBC Devetopr�ent Corp,, a
Colorado corporatfon, being sole owner ►n fee slMple, of all that
real property s►tuated In the Town of Vall, Eagle County, Colorado,
described as follows�
That part of the SE 1/4 SW 1/4, Sect�on S, Township 5 South, Range
80 West of the S�xth Princtpal Merid�an, Town of Vatl, Eagle
County, Colorado, accordtng to the Untted States Departr�ent of the
Intertor, Bureau of Land ManageMent, Dependent Resurvey of a
Portlon of the Subdtvtslonal Llnes, A Parttal Subdivtslon Survey of
Sectton 5, and the Survey of a Portlon of the North Rlght-of-Way of
Interstate 70 �n sa�d Townshlp and Range, accepted February 7,
1980, �n Denver Colorado, lytng northerly of Interstate Hlghway No,
70 R�ght-of-Way, descrlbed as follows�
Beg�nntng at an extst�ng 2 1/2' d�aMeter �ron post wtth a 3 1/4'
d�aMeter Bureau of Land Manager�ent brass cap r�arktng the 1/4 corner
of sa�d Sectlon 5 and Sect�on 8 of sn�d Townsh�p and RangeJ thence,
along the southerly l�ne of sa�d SE 1/4 SW 1/4, S89'46'37'W
900,07 feet, to an exist�ng #4 rebar w�th an alur��nuM cap CPLS
16827) Marktng the Intersect�on of sald southerly llne and the
exlsting r�ght-of-way fenceltne for Interstate Hlghway No, 70�
thence, along sald right-of-way fenceltne, N73°52'16'W 215.13
feet to an exlsting 2' x 2' angle Iron fence post, set In concrete,
In sa�d rlght-of-way fenceltne� thence, contlnuing along sald
r�ght-of-way fencel�ne, N66°52'S7'W 240,74 feet, to an extst�ng
1/2' dtar�eter steel ptn wlth 1 1/2' dlar�eter Bureau of Land
ManageMent brass cap r�arking the Intersect�on of sa�d rlght-of-way
fenceltne and the westerly llne of sald SE 1/4 SW 1/4� thence,
departing sald rlght-of-way fencellne, and along sald westerly
llne, N00°21'28'W 1161,80 feet, to an ex�sting 2 1/2' dlar�eter
Iron post wlth a 3 1/4' d�ar�eter Bureau of Land ManageMent brass
cap Marking the SW 1/16 corner of satd Sectlon S� thence, along the
northerly llne of satd SE 1/4 SW 1/4, N89°40'25'E 1331,11 feet to
an exlsttng 2 1/2' dlaMeter Iron post wtth a 3 1/4' dlar�eter Bureau
of Land ManageMent brass cap Marking the C-S 1/16 corner of sald
Sectlon S� thence, along the easterly ltne of sald SE 1/4 SW 1/4,
S00°11'12'E 1320,14 feet to the potnt of beg�nn�ng, conta�ntng
39,553 acres, r�ore or less, Bearings in thls descriptlon on are
based on the llne connecting the exlsting MonuMents Marktng the
easterly line of sald SE 1/4 SW 1/4 betng S00°11'1z'E�
has by these presents lald out, platted and subdivided the sar�e
Into lots and blocks as shown on th�s ftnal plat under the naMe and
style of 'Spraddle Creek Estates', a subdiv�sion �n the Town of
Va�l, Eagle County, Colorado� and does hereby accept the
respons I b I l t ty for the cor�p let I on of requ I red I r�prover�ents� and
does hereby dedlcate and set apart all of the publlc roads and
other publlc ir�prover►ents and places as shown on the accoMpanying
plat to the use of the publtc forever� and does hereby dedlcate
those portlons of sald real property whlch are tndlcated as
easer�ent on the accor�panying plat as easer�ents for the purpose
shown hereon� and does hereby grant the rlght to Install and
malntatn necessary structures to the entlty responslble for
provlding the services for wh►ch the easer�ents are establlshed,
Executed th�s _____ day of _________________________, A,D „ 1993.
OWNER� SBC Developr�ent Corp,,
a Colorado corporatlon
Address�
By'-----------
--- ---- -
< T I t t e)------ -- -� �---�'1"'r----
STATE �F CO�'Od'Q.� ___ )
,� )ss,
CDUNTY �F 1�QG�IC--------)
J
The foregoing InstruMent was acknowledged before r�e thls Q�h day
of _���[��--------� A, D,, 1993 by_�1'AhSo _� �li���!�------as
__________________________ of SBC Developr�ent Corp „ a Colorado
corporatlon,
My CoMM I ss I on exp I res � i��� ' Q�_ _
W I tness r�y hand and sea t. (��
---- ��i� ��!',YJ� �, ------------
Nota Pu�l I c� � a�
Address � =Va�
�`- �� ��5�--------
TITLE CERTIFICATE
Land T�tle Guarantee Cor�pany does hereby certlfy that the tltle to
all lands shown upon thls flnal plat has been exaMlned and Is
�v sted I n �, �gL__�Y��'►_r�,!vl- �!'��f_�__��AG�� ------------
�✓'�1ei^------------------------------------------------------
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and that tltle to such lands Is free and clear of atl llens and
encuMbrances, except as follows�
--�o►�e -----------------------------------------------------------
-------------------------------------------------------------------
---------------------------------------------------------------
-------------------------------------------------------
Dated th � s_I_St_ day of _�ri �_________________, A. D., 1993 .
Land Tltle Guarantee Cor�pany
Box 357
Va�l, C❑ 81658
gy � _ d/l��"
- ------ �----------------
C tgnature)�
��-=?�-��� ---�=-��`�'��
- ------ ,LCY'
(Print naMe and tltle)
SURVEY�R'S CERTIFICATE
I do hereby certify that I aM a reglstered Land Surveyor ltcensed
under the laws of the State of Colorado, that thts plat Is true,
correct and coMplete as lald out, platted, dedlcated and shown
hereon, that such plat was r�ade froM an accurate survey of said
property by Me and under My superviston and correctly shows the
location and dlr�enstons of the lots, easeMents and streets of sald
subdlviston as the sar�e are staked upon the ground �n coMpltance
w�th appllcable regulat�ons govern�ng the subd�vtsion of land.
In-w tness thereof I have set r�y han.c�"dh�l 'sea l th I s q,�1�. day of
�__, A,D,, 1993,
* _����� ------------
I3oo,nn te Corcoran �
Calorado PLS 168�7
PLANNING AND ENVIR�NMENTAL C�MMISSI�N CERTIFICATE
This f�nal plat was approved by th� Town of-Vgll P�anning and
En v 1 ron Men ta l Cor�r� I ss � on th I s /�i _ day of �/' !_________, A, D,,
1993,
AT�EST � -
/
Gl�p(�`� L'�uai!l�.QOfC.� - ----- " -- -- � _ on.o t�Ct.,�
Town Clerk Chalrr�an
Town of Vall, Colorado Town of Vail Planntng and
En v i ron Men ta l Cor�r� i ss i on
TOWN CDUNCIL CERTIFICATE
Thls plat approved by the Tow Counc t of the Town of Vall,
Colorado th�s _��_ day of ___ _, A,D,, 1993, for f�l�ng
with the Clerk and Recorder of agle County, Colorado, and for the
conveyance to the Town of Vall of the public dedtcatlons shown
hereonl sub�ect to the provlslon that approval In no way obtigates
the Town of VQII for r�alntenance of roads dedtcated to the publtc
unttl constructton of Ir�prover�ents thereon shall have been
coMpleted In accordance wtth Town of Vall speciftcatlons and the
Town Council of the Town of Vall has by a subsequent resolutlon
agreed to undertake r�alntenance of the saMe, Thls approval does not
guarantee that the sotl cond�tlons, subsurface geology, ground
water condltlons, or flooding condltlons of any lot shown hereon
are such that a bullding perr�lt or any other requlred perr�lt will
be Issued, Th�s approval Is wlth the understanding that alt
expenses Invotving all IMprover�ents requlred shall be the
responslbl'lfty of the subdlvlder and not the Town of Vall,
EST r ''�
=�°. �'I ��c�er�. Q',
---- -------------------- ----- ----------------- ----------
Town Clerk Mayor
Town of Vall, Coloradi� Town Counctl
_ Town of Vall, Colorado
CERTIFICATE OF TAXES PAID
I, the underslgned, do hereby certlfy that the entire ar�ount of
taxes due and payable as of ��-.�.f -��____________, upon all
parcels of real estate described on this final plat are paid in
full.
Dated this _��_ day of ���___________, A,D „ 1993.
�
� --� �iC ��3rt��
reasurer ( f Eagle County, lorado
CLERK AND REC❑RDER'S CERTIFICATE �.���o�
Th�s condor�InluM r�ap was ftled for record In the offlce of the
Clerk and Recorder on thls�8�.day of _______ _ _______, A. „
1993, at !�'�2o'c lock � M. Recorded under Rec t I on No ,��cz2��_
I n Book �./Q at Page �2/�_ ,
�
-- ��- --- ----��------------
Ct r and corder
Eagle unty, Colorado
BY' -- 1 -- -------
�eputy
SHEET 1 OF 3
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SEE SHEET 3
PART OF THE SE 1 4 SW 1 4, S� CTION 5, TOWNSHIP
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SW 1/16 CORNER SEC. 5, T55, RBOW� Bth P.M.
�OUND 2 1/2" IRON POST w/ 3 1/4 BlM BRASS CAP
69.65'
264.24'
T 0 WN 0 F VAI L,
N 89'40'25' E 1331.11'
-- _ _ _ _ _ __ ,.-�- .. ...., __
5 SOUTH, RANGE 80 WEST 4F THE SIXTH PRINCIPAL MERIDIAN
EAGLE C OUNTY, C OLORAD 0
fOUNID/261/�RONSPOST w/ �3R8� BLMPBRASS CAP
4� 385.80' .�' 140.00' 3. rl 462.73� �. V.v �
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� a� � 90� u���rn EASEMENT 90� �� �'�s9 � F Z ��� LOT 12 � LOT 11
����� ° � �� � �� 96,213 S.F. W �, 71,419 S.F. �
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a�� ��o / S \� �./ / • o°, I N 89'40'25 E 103.18'
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c,�' _ � '99• F / I °° . � /
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/ I v�i / . I . / /�
�,� / 286.022 S.F. � . S i / g / .I
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� � S t �/ / .�I •t
/ / CENTERLINE 25.00� �� %5S�fi�• ?4 S8„ f x �s�.� , $
� E 20' DRAINAGE
� � . �93d S s4, fASEMENT O�'a • ' / � �K \ � �� � / z
/ S 8T11 30" -t� 3 S 8T11'30"' E i + h�h� / 3 - /
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E 605.77 N 26��--• ----- 30• �-- � ,, ti• . �,
as., a• ° so.00� - �?���. F � � � � tia ,� �//� . I � � �, � � xa s�oPe
374.99' � � _ ° 161.13' � �;`'� � .' v' /i/ �I � � � °o s `\ v F.�ABEMEEANCE
�g�� � se.o, � �, . - - -- _ � , a , � °' ,��. i � / � � � ,ri �
N 1% 619 b '" w � � G � `' � / � . / � � b �" 63.03'
�.� 5 a, p N 64'41'30'____�'�//%�J�: ?�' \ // � / w O �\
� 53.66
,/ / o� g s� N 48'09�ao" w_- �� .� N 89'23'30" E N 89'48'48" E �
, / � �''� � � � oA � 2s.00� /� � 0 26.50' z \
EASEM,E T °j�� 2 � � �1 \ \ �/ / � 1 rJ.�
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��R� m � h � /�l�'7 \ � S/ / � / . /°rilo DRNEWAY C!0 48.03� C�6` \
�, � � � �h n ti��, �� gI �/ ,,; � N EASEMENT � �� �
y � / ; V � � � � o v� / / /• 1 N 89'23'3(f E - S '- �
0ti'�� 1� i, /� �, � SLOPE �Q ? � �N 3T04'48" E Z / / � - � e� � 9
�` ,,�P ,��b /'N 31'02 53" W ° EASEMEN NCE �\s �O� �`�.l � 38.00� / / ��' � \ ?g.0 � �
� �, /�. � i 22.97' � I 1 • " 7 S . 9' \ � / // � �10 20� lj�,s f \
A .�� � 2 /� , ' �e
�, �,o-� �/� /� W � n 4 s� Q\SS, ss,0 0� / / � • � �� I�/ � \ �
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,�9 / 5 / \ .� 9 � � � � s�. o 00 . 6 � h • I /
•9 �T�► � � / / S � F` Ss, w`� 55.20� /5i W N � ;� � ,f p � � / � a�,�
�. � � � � � .,� c � � -./ � � � - i� �
� // LOT 5/; N� •� 6� 3 . � � � �9� �?'� N 85� 4 9�2 3' w 5 �gp0 2 bv`�/�a�// �.- w. I$ . L�f � � ''��
� � ' .' � si,oa2 s.F. � � � . � 4 °4s' c ��` '�9 � S• F i . � LOT 15� �Io � � � �"/ 32,296 S.F. �'w
� � . / O � Ig � ,� 4,39��F S/ \`j. \ N 0093'4 � W • � � I . //.
/ � � / ^� W Z t^
\/ / / / W I Z N \ , „ /� � � / 25.596 S.F. ol � / .
. / � 44 N 3T04 48 E 0 � � Ce � /_ � . / / ;
/ � . •.ig. 32.00 • '9 9 , / � �' . / . �
� // � /� IW / � O � s �62� +9' E I. � / 3
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� / h^ h�� / . 'YO s *�r. � / . o • / \ S � \ � \\\� C��. � \ � � - _ - 20.55 _ _ _ S Pp337� � �� � � / ' / / � g '�V .
/ " , � s� o �s.// // �/� ' �S. � O \ - -�de�f. o /S �� / rl� �° r + �
� •' � ' �� :''s ��o �`?` � // . z I� . /�\ JJ� � \ � � � CS � \ � � �G =��12" E//$ � ��� r
/ .h > s�� c�, F% / o/ / �F � ��� � e s 2so23s' E\ Iz �2e.s� � z r r n�
/ "�/� / �\ � � �? � . / ? \ 43.22' �
e.a / � . > F �''\ `�s . / IZ . / �. � � I �
� LOT 4 �� . / , � �<''� . ,�/ �f / .?,. ` a Z . .,
. / ? / / � \ . SS p • . . � / � � � � CS� - - C6? tih S 41'32'33' E O N
85,250 S.F. � � /, �r° \ ��/ S 323�i21� E / . / � � � - �9 r � � 30.0�� N C9
� / � �' �+(sF'�t . -� , / � � 36� � � I M z
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� / / / � �"�.� �/ �� / / � �, '3i � C6 � � / �
BUILDING � `� �, � / � � \ � � 0 C � � /
� � . \ B o / � `� S � �
r w � E•NVELOPE / � G 1� 'oJ / / ;n . Q, \ � � � QQ•s 1 p� � _ i W m
v, to ./ (NP.) , � , � / � M�' °ry� �h � _ _ - _ 1 I 9'�S, •`�4•
o N , . \ S 6726 49" E / / h � • \ �y ��'�}- - - � 9.36, Ss � . f ►, � �V �
3 � � S / / � • h 37.00' // / / � \ \ z . � � � \ G6 � O
�I�// � a � � / � � � � / ���8'/ � � � .
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N z � / / � � Q�. / / � s � � w . / �% � �3�, G6 cn
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� �- -
N - - - - - - - E - 0 2s�srl f N 65.6i' ���'l . �F �e � � \ �'` ��'',,, `� \ � / 43,833 S.F. / b � . aa 6 � � ..
� � .
N e,•„�3r N as.,?� 32.6�' lp3 �S?• �s��o• � ,���8 � `� � � / .' �
�5�.��� N 89'01'35" E 6.51 s ooye�sy e - zo.00 •�,�. F �\ / �, � ��? ��a /. / ,�/a � � �JS� • � � � t/�
Z S 85'S8'5T 383.54' o UTILITY EASEMENT -� �� 2 � �rr. � S / � g F � C98 �
- 2 ---- - E N \ ?s. \ � � F, � W Sy. � / / = o � \ � I �I
29. BA' - g"� 118�0' � � e�' � ' �� S / / S Q • � - - - �
�------------- ��'3 i �� Ce� �ccESS-- ?p� \C� �� LOT 6 � �\�v �aF� N�p�S�� z ���e• � �
/ / � � � FJ�SEMErrT . O' �i � S �y� � � 13� s6' I � 20' DRNNIVGE
I ; / / . �. � � ,yo � � � 82,050 S.F. � �► p �; 9r.a� _ _ _ -�Q / �s�F I EASEMENT
40' � : / /�� S 4 11•24' E- ' k'�' . / � ?�� � � S� �'% r° - _5 48'3d�34� 25.91' 9.15 Q �� /� I I /
r � � / / '�►d' E '�a S \ � -,�\yn z _ - - - -. J ��. � � �� . �
Z I ' �// / � �p�3� � �� srso�„• E �� �op � \ � �` 20. ����r N 8 , N OT37'39' E ,� � �,� �/ BUILDING . � �
°� / �o N 53.05• � 9 F � 1 S1 •24 _ - - 20•62' ? / ENVELOPE
W I $ n / / �, �J 58•&�� � � '�ty� � \ � O � �q$EMENT - - - � ����, � � NP. �°°S I
�ZI/ � � / 8 �d ��o-�e�. ��, \ � \ � ��. � � �, �o,� s4.00� �s � y . � ) . w � I
� � / / c� ,33 �j \ 'O N J / w
� � I . / /^ / �, �/ 5 d � � � �F � � 40� u�nun � o. � ��i . / / o � L. / / • / � � I I iv
� / / / �, / � \, �, Ets � EASEMENT x � d° � LOT 8 �; \ ����,.o ,, / / ; � � �o
� � S B3. � / � , /� � � 1� �� � " \ F, � \ '7�' 'h� � / / � d` � \ 3 53' / i� n ,n � I ui
� �s, / �/ �. / / / ,�H� /� ?s r � ,� A , / 31 �873 S.F. �, � E � . / o ,�,� co
� �?, , /. � �° / � / g �, e 3� S S� � �g .$ ? < . , � \ �e�.�8. �Z I ti I �
D /
LOT 3 � F �� . 6�' �,� .^°� / o ° /� '�• � '�� �¢ �+ � / � � '� � zo• umm �� ° I
� 88.619 S.F. �??ss. � �/ 2 / . � / ^ I °� � / s �S �S wti �• �o, \�i9 S i / �. ''� �MErrt � / z
, �� . / / ^ . . ��s, s� , � y �� �s� / / /� �
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� � � / �� I W . � �s y �� � . � � �
A s , / w �/ . F s F./ / � �
? �, ,� . �e�.{�. �/ ^ , . � ,� �r�, eo s� ,e / . , �. \ � \ I
,�s I . �, � *r . o w / ?, � �oo, oA \ o , / � � . LOT 9 I
' � v� ° F � / � ^ ``' ^r / o. /�j � �s�f oo. / ,�y \ •1 � �
� � w � ryh . \ �33 � . . o'I � o I / /�%�, � c�i,'�NT S � � •�'� �a`• \ 63,044 S.F. �
--� `q ti N ti \ 3 / /z r , / � � �' ' � �'� S � �+
� ., a � � o � � \ � �, �, �� � �,. � � a
� � .. '� � � '�/ . / i/' � / � �i' � , �►
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� \, / � ' y . s � 's a,
C/s o � � 4� `/ / / ep,�, ?• � � \ � \ I � a ��
N s� ��� � ° �S i ./ � S �r , � � \ ��
a'E M�1� � � .� z �t'? / / /' � � J� C44 � . � � \ � I c^
LOT 2 / � � � I
� �s� � f
�N�NCE ME� � "i� cn i / � \ �
�SE ?40 0 � � � ` ` ` � � 48,146 S. F. � \F �'1 / . /^b 4'/ � \ \ 4 79 )�" ,Q ` � � �� d \ � � �
4 �; �oo, /,� � � 2 � �-
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��� m �/� 20' SLOrE \� 4 C�S �? �C 100 C 101 C
41199 HIGHWAY 6& 24, EAGLE-VAIL '
P.O. BOX 1230
E�WARDS, C0. 81632
(303)949-1406
DRAWING DATE: 4/8/93
� � MAII�ITENANCE I
% �g.so, � � EASEMENT � � 3,• , k'
MA1'CH �'��� � ��61�' �'-----------_� S'''o,��.� f°p �36 ,;��
� l? 3 b �
L�NE ` �� bgj3�a�' E LOT � \�� W ??� N o O
» 83 8, �� N 87,499 S.F. �� �,.^% N W
� ? �' � -, � .�;. �??•32� � � °° Z
SEE SHEET 3
NOTICE:
According to Colorodo law you must commence any legal action ba�ed
upon any defect in this survey within three years after you first
discover such defect. In no event, may any oction based upon any
defect in this survey be commenced more than ten years from the
date of the certification shown hereon.
�
�
� �
� �
,,
,
'?•so' SIOPE � - ,
�
IN�N�NCf �SEMfM �%� ` N 14'40'57� E
ry / � � `� rJ�.�O'
TR,q�,�. F
257.20'
TRl�1� 1 \i
,�
2
N 1758'17' E - 50.00
SEE SHEET 3
J J
11.09� _
s N U
'iS• ,� Q
M `
! � �9, `
F
Curve
C16
C17
C33
C34
C35
C36
C37
C38
C39
C40
C4l
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
C53
C54
C55
C56
C57
C58
C59
C60
C61
C62
C63
C64
C65
C66
C67
C68
C69
C70
C71
C72
C73
C74
C75
C76
C77
C78
C79
C80
C8l
C82
C83
C84
C85
C86
C89
C94
C95
C98
C99
C100
C101
C102
C 103
C104
TRACT E
6,231 S.F.
Deltn Rndtus
41'25'34' 75,00
1'12'29' 3025,00
18'28'S3' 150,00
88'S2'23' 30,00
67•02'13' S1,50
6'38'42' 175.00
13'15'10' 150.00
31'44'03' 125,00
15'll'S2' 315,00
39'17'S3' 80,00
45•40'S5' 260,00
54•46'08' 235,00
29•10'26' 210.00
153'16'09' 10,00
19'08'17' 290.00
19'08'17' 265.00
24•56'S6' 155,00
24•56'S6' 180,00
24•56'S6' 205,00
19'S8'41' 245.00
13'35'35' 245,00
33'34'16' 220,00
33'34'16' 195,00
159'19'17' 75.00
34•16'18' 75,00
193'35'35' S0.00
193'35'35' 25,00
�1•18'08' 185,00
41'18'08' 210.00
41'18'OS' 235.00
27'13'35' 175.00
27•13'35' 200.00
27'13'35' 225,00
113'll'28' S0,00
113'll'28' 75,00
113'll'28' 100.00
86'30'27' 155.00
90'00'00' 130.00
90'00'00' 105.00
39'32'39' S0.00
64•10'38' S0,00
76'13'16' S0.00
68•17'S4' 50,00
248'14'27' 50,00
64•44'S4' 30.00
10'48'07' S05.00
!0'48'07' 480.00
5'04'34' 455,00
5'43'33' 455,00
46'34'03' 30,00
83'04'26' S0,00
57'17'45' S0,00
65'15'19' S0.00
67•30'35' S0.00
273'08'06' 50,00
46'34'03' 30.00
41'18'OS' 147,00
Il5'S3'31' 75.00
43'25'46' 75.00
50'00'27' 100,00
63•11'01' 100,00
1'40'38' 175,00
4•58'04' 175.00
40•26'09' 70.00
58'33'49' 70.00
39•47'28' 70.00
CURVE TABLE
Length Benring
54.23 S 55'48'45' E
63.79 S 75'S5'18' E
48,38 S 54•32'07' E
46,53 N 70'39'38' E
60.26 N 72'S7'1l' E
20.30 S 73'42'22' E
34.70 S 70'24'09' E
69,23 S 61'09'42' E
83,55 S 69'25'48' E
54,87 S 81'28'48' E
207,30 S 78•17'18' E
P24.64 S 82'49'S4' E
106.93 S 70'02'03' E
26.75 N 18'44'39' E
96.87 S 67•27'35' E
88,52 S 67•27'35' E
67.49 S 45'24'S8' E
78.38 S 45'24'S8' E
89.26 S 45'24'S8' E
85.43 S 42'S5'S1' E
58.12 S 59•42'S9' E
128.90 S 49'43'38' E
114,26 S 49'43'36' E
208,55 N 13'08'S2' E
44,86 S 70•03'21' E
168,94 N 30'17'OS' E
84.47 N 30'17'O1' E
133.36 S 73'34'16' E
151.38 S 73'34'16' E
169,40 S 73'34'16' E
83.16 S 80•36'32' E
95.04 S 80'36'32' E
]06,92 S 80•36'32' E
98,78 N 56'24'31' E
148.17 N 56'24'31' E
197.56 N 56'24'31' E
234,02 S 43'26'26' E
204,20 S 45'll'12' E
164,93 S 45'll'12' E
34,51 S 70'24'S3' E
56,01 N 18'33'15' W
66,52 N 51'38'42' E
59,60 S 56'05'4P' E
216.63 N 33'S6'O1' E
33.90 S 54'19'12' E
95,21 S 60'S0'S4' E
90,49 S 60'S0'S4' E
40,31 S 63•4�'40' E
45.47 S 58'18'37' E
24,38 S 89'3]'S9' E
72.50 N 71'16'47' 1�
50,00 N O1'05'41' G
56,95 N 60'10'S1' E
58.91 S 53'26'1P' E
238,36 N 23'45'03' E
24,38 S 42'S7'S6' E
105,97 S 73'34'16' E
151,70 N 08'34'O1' 4
56,85 N 71'05'38' E
87,28 N 88'00'02' E
1]0.28 N 31'24'18' E
S.12 S 76'll'24' E
15,17 S 72'S2'03' E
49,40 N 60'13'O1' E
71,55 S 45'32'10' E
48,61 N 57•29'll' E
Chord
53.05
63.79
48.17
42,01
56,88
20.28
34.62
68.35
83,31
53.80
201,85
216.18
105.78
19.46
% . 42
88.11
66.96
77,76
88,56
85.00
57.99
127.07
112.63
147,56
44.20
99.30
49,65
130,49
148,12
165,76
82.38
94.15
105.91
83,48
125.22
166,96
212.42
183.85
148.49
33.63
53.12
61,72
56.14
82.79
32.13
95,07
90,36
40,30
45,45
23.72
66,31
47.94
53,92
55.56
68,75
23.72
103,69
127,13
55,50
84,54
104.77
5.12
15.17
48.38
68.48
47,64
Tangent
28.36
31,89
24.40
29.42
34.11
10.16
17.43
35.53
42 . 02
28,56
109,51
121.73
54,65
42,09
48.89
44.67
34.29
39.82
45.35
43,15
29,20
66.36
58,82
4]1.09
23.12
4]9,53
209.77
69.73
79.15
88,57
42,38
48,43
54.49
75.82
113,72
15].63
145,83
130. 00
105.00
17.97
31,35
39,22
33.92
73.79
19.02
47,75
45.38
2o.i�
22.75
12,91
44.29
27,32
32,01
33.42
47,34
12.91
55.40
119.77
29.87
46,64
61,50
2.56
7.59
25.78
39,25
25,33
60 0 60 120 180 Feet
SCALE: 1" = 60'
SHEET 2 OF 3
L titi.'+
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0
.
PART OF THE SE 1 4 SW 1 4 SECTION 5 TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE SIXTH PRINCIPAL MERIDIAN
� �
, T�WN �F VAIL, EAGLE C �UNTY, C OL�RAD 0
SEE BELOW
S 1/16 CORNER SEC. 5 dc 6
T 5 S, R 80 W OF THE 6th P.M.
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6.90'
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,��' �� �iG � 2394 S.F. ���� \� S 3j?.sp• N 14'40'SY E 257.20 �aso�E►�r I S'��
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� \ � � 3 6 � � � MNNTENAWCE 85.27
M� V � � �� 78,�2. 8.76? � ������� EASEMENT I
�\ .,h� \`��� SF ` �22 f-----___ I tiwSirr�wwcE
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� C 338.80' � �Q�°�
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MAINTENANCE � <"�� TRACT A ��CE ��� �)
EASEMENT � �� �� 337,222 S.F. — — — — — _ _ _ _
�
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FOUND 1!2' STEEL PIN � ��'
w/1 1/T BLM BRASS C,4P N � \ �?\e
ACCESS EASEMENT
P.O.B.�
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105.00' �a
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IRON FENCE POST ��►�JCE � �
SET IN CONCRETE N�3.,s2�'� Eq$EMENT ��\ S 1f4 CORNER SEC. 5, TSS, R80W Sth P.M.
W � FouND 2 1/7 IRON POST w/ 3 1/4' BLM BRASS CAP �
2�s �3, � �
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FOUND �4 RE6AF2 w/ALUMINUM CAP (PLS 18827) S 8���3 / W 9�.�7�
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SCALE: 1" = 60'
41199 HIGHWAY 6& 24, EAGLE-VAIL
P.O. BOX 1230
EDWARDS, C0. 81632 ' � .
(303)949-1406
ow►�nNC aerE: 4/a/�a
N 59'46'42" W � �
249.61'
N 53'04'09" W
1.84'
U.S. HIGHWAY No. 70
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N 16'20'13" E � I / �
� 30.00' �� � � �/ c'x �
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f�il�:a
EASEMENT DETAIL "A"
SCAL.E: 1� � 1��
NOTICE:
According to Colorado law you must commen�ce 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.
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"A" DETAIL
FOUND 1 � STEEL PIN
w/1 1/ BLM BRASS CAP
SEE ABOVE
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t�` \ �` � � — — _. �
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Curve
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C38
C87
C88
C91
C92
C93
C96
C97
Delta Radlus
91•58'14' 60.00
187•31'03' 35.00
52'17'47' 85.00
95'02'47' 85,00
33•51'35' 60,00
61'41'14' 60,00
31'05'38' 85.00
130'18'10' S5.00
130•18'10' 80.00
130•18'10' 105.00
95'13'29' 95,00
93'34'21' 70,00
93'34'21' 45,00
11'43'13' 125,00
41'25'34' 100,00
41'25'34' 75,00
1'12'29' 3025,00
1•12'29' 3000,00
1'12'29' 2975.00
8'S3'44' 1025.00
8'S3'44' 1000,00
8'S3'44' 975,00
26•02'14' 205,00
26'02'14' 180,00
26•02'14' 155.00
208'00'S7' 80,00
208'00'S7' S5.00
208•00'S7' 30.00
40•53'49' 155.00
40'S3'49' 180.00
41'04'20' 205,00
4'21'47' 175,00
18'28'S3' 150.00
88•52'23' 30,00
31'44'03' 125,00
55'48'22' S0,00
29•42'21' 125,00
87'00'06' S0,00
24'47'45' 225,00
S'49'24' 2000.00
18'S2'45' 125,00
10'49'36' 125,00
CURVE TABLE
Length Bearing Chord Tangent
96,31 N 62•33'26' E 86.30 62.10
114,55 N 14'47'02' E 69.85 532.75
77,58 N 73'18'49' E 74.92 41.73
141,00 N 00'21'28' W 125.38 92,84
35.46 N 00'21'28' W 34,94 18,26
64.60 N 48'07'S2' W 61,52 35,83
46,13 N 63'25'41' W 45,57 23.65
125,08 N 13•49'24' W -99,8� 118.77
181,94 N 13'49'24' W: 145.19 172.75
238,79 N 13'49`24' W 190.56 `�226.74
157 , 89 S 81' 04 `14'; E ;:i;40. 33 104. 08
114.32 S 81'S3'09'.E =20�.03 -74,51
73.49 S 81'S3'09''E - '�i5.59 47,90
25,57 S 40•57'35' E-,�5,53 12.83
72.30 S 55•48'45' E �0,74 - 37.81
54.23 S 55'48'45' E 'S3,05 28.36
63.79 S 75'S5'18' E 63,79 31,89
63.26 S 75•55'18' E 63,26 3].63
62,73 S 75•55'18' E 62,73 31.37
159,14 S 79•45'S5' E 158.98 79.73
155,26 S 79'45'S5' E 155.10 77.78
151,37 S 79'45'S5' E 151,22 75,84
93,16 S 71'll'40' E 92,36 47,40
81.80 S 71'll'40' E 81,10 41,62
70.44 S 71'll'40' E 69,83 35.84
z90,45 N 17'48'S9' E 155,24 320,67
199,68 N 17'48'59' E 106,73 220.46
108,92 N 17'48'S9' E 58,22 120.25
110,64 S 65'44'35' E 108.30 57,79
128,48 S 65'44'35' E 125.77 67,11
146,95 S 65'39'21' E 143,83 76,79
13,33 S 47'28'35' E 13,32 6,67
48.38 S 54•32'07' E 48,17 24,40
46.53 N 70'39'38' E 42,01 29,42
69.23 S 61'09'42' E 68,35 35.53
48.70 N 87°11'38' E 46,80 26.48
64,81 S 61'40'22' E 64,09 33.15
75,92 N 84•00'S2' E 68.84 47,45
97,37 S 64'S2'S8' E 96.62 49,46
203,27 S 74'22'09' E 203.18 101,72
41,19 S 56•15'34' E 41.00 20,78
23.62 S 71'06'44' E 23,59 11,85
SHEET 3 OF 3
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