HomeMy WebLinkAboutVAIL DAS SCHONE FILING 1 PARCEL A TRACT D WENDY'S 2 OF 2 DRAWINGS LEGALHUll
Town 01 Vail Com munity
Develo pment
1
I
I
1
BOX
CJ)l-
CC w U
w -w
....et:I-
r-u.-
-u.J:
S w U..,a:::
p
o
o
Fire
o
Health7~o 0l.iC'J
1
.•:\
Cv .5 Ab
TR4
"0 T K
bY NfR
F..
t
I
T ~
/
.
\,
/
/
/t
....,
o
laos and
,t -or'n
l:~"a
c 1:-'1 01
-s l.L c:;tl II
G to'I,;9 t ....
n,.lon,and otbcC!.II b ..>4 U I-'~'"'...~
:M,c·A#;~~
./
r:
)
(
.1
l
..J
I
J.
L
»
l
I~J
rT
H
II
I I
j I
"r
NEW
SU PE RBAR
EXI STIN G
SALAD BAR
TO BE REI10VED
-"-----Xl-
NEW
WAL L
(17'-0")
j
NEW
TRASH
A
f
EXI STI NG WALL
TO BE REI10VED
EXISTING WA LL
TO REJ1A1
9-
EXISTING COLUI1H
TO REtlAlN
")
Y \t k
4 •U
I
'ill
\)
c
I
f
r r~
·n l..R L
SF c~'So
P \NTEK
4L--=----=-~-~5;-~
it -~'F PFRE GLA 0 (TYP')u
II
I
J
/
/
I
"
I
J
==
c
r-r-
;
/'")
I OF 0"--JLL M 1 A U J
B v ER,j "4 ""B f~fR~Cu R4 JR.
/'
,)
za
I
I
I
lSXH.-AUS T_HOOD_
rEXHAUST -HOOD-..r
I
I
iii
/
-----'
===========----'--'-----=---'---=---;
SLJ.'!a..-::::::
CONC .~ALK
TRASH .:)
CON TA I NER
<BY O~N~
MOP SINK
1'1--__12 'SHE LF
ATS '·O·
---~I
---~
----
/
PLANTER
--'
SEE SHT .2 FOR
TYP .CURB DETAIL
I DBL .COAT _~
ROD
uj I
~1
~~
q
----,-----
,I
f S.E.0
T
CONC.~ALK
(./••'<>
~
"ONC .W AL~
ELECT .~GAS
NfIERS ~I
/
----,
I
CU CRE'f T FORMER PA D-
:ZE PER pSC RO 'M'S
I Irob
I ~1 8'DI A.X 36'0
CONC·PIERS TYP .
r
l.)V
~
-:Y
------------'T J r J T
w
C)«z-«a:c
Q
\II
~
0
0
...
:=
III C~
p a:a 0
..I
0o
.,
..I-
>
A-5
......·ELIMIN·RY
SHEET
DRAWN
SCALE "
20'-0
~
C)
Z-c«a:
C)
,":=
JOB
WEND/VAIL
DAB
CHECKED
DA TE R1 5198103-20-
REVISIONS
DESH'SERYICESeO"PUTER AIDEDWITTERARCHITECTS
79J1.8
"
\
\
\
\
DRAWI.~~E.ERATIO.BT
/
/
/
\
\
/
/
15.J
\
\
\
\
/
/
EDGE Of PAVEMENT
PAVED AREA
,
15.5
15 .~
22
12
\
//
//
//
//
//
//
///
///
//
//
//
//
//
//
//
//
///
/////
//
//
//
//
//
//
//
//
///
///
//
//
//
//
//
//~///I
/"<\/",,
/-:\fENCE-:
/~J O!:..'-"'-O ~.,I(t .c.v
fDN .REBAR
I
I
)!
~i
,~,/
cw I
00 0/
.,..,":J
:2 ~I
""/
I
I
J
/
/
I
I
I
I '"/.,'"
ERETAIN I GWAllSCOCREI
=<.0en
'-
------
=ccen
'-
--
<
=coen
'-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
(I
=enen
'-
2 3 4 5 6 7 8 9 10 I I 12 13 14 15
G
o
F
B
L
E
JTH
JTH
EMS
2795
REVISIONS DATE )l
.J 0
.J Q
<:(c(
a:~0
..J<.:J 0
Z o-JZen-<:(..>-I-a:CW0za:u,
W
En ~-a:
0
a:HW
En-c(I->
JUN 22 '8 7
JORGENSHl ,HENDRICKSON gClOSE,INC.
JORGENSEN,
HENDRICKSON
AND
CLOSE,
INC.
SECTIO
PRIN T IS SUED
AND DETAILS
CONSULTING
ENGINEERS
134 UNION BOULEVARD
SUITE 220
DENVER,COLORADO
80228
(303)989-9000
SHEET NUMBER
JOB NO .
DATE MAY 1987
SHEET TITLE
DRAWN
CHECKED
DESIGNED
a...:::0-0
~'~~....::.....~~~~'Si"'-E:t€Tt\iL.lJ :24 (6\1"\.)
4 -0 l :o s)
(1YP.)
NOTE:USE"0R 6E~TER LODGEPOLE PINE OR
PONDERO SA PI NE,BE AM S A ND STRINGERS \
FOR ~"a ,10'-0 ~8 '-0 "'EADERS
--s E:L-:::JD '-O
SEICTION
SCAll.E 1/2":1 '-0"
I
~
SOIL.
(.,"<D "14'-0C","'-O,O.c..
iV.
~5WA L E "'ITH ON-S ITE IMPERVIOUS -T'T'PE:Q AYE'T'
___-1\4':'TL TO CHAN e!L.HILL SIDE DRAINAGE AWA'(
FROM WA~...
rl S ,",,"LE W ITh -SITE
IIPER I US-T'r'PE C _A'""E '"MAT L
TO CANNEL 41L LS DE ORA l Ae:;,E
AWAY FRO AL.l-.
I
SECTIO
SCALE 112":1'-0"
r-,/
1/f'..1
~..e
'(Po)r-,/~I'/-e '
"/-,
~~
(.,"B
i-lS AO&I#"
r-,t><V
1/r-,
>-I
c..,B,5'·o
a 4'-0 0 C r--+--~~-----------~..::.L,
c..><B"e.'-o
h ,
1'.'
~(
'0(
v -V
'C 4 .i
1
I
I I ~'"
4-~t S>'t-I •-''"I +T-
I I ill ,
A
~A
A
r 1/
-
1
__b>.e,t-f:A
I I
I +I -t1'+I
I +1 §1 +~c()I I
J
DETAIL
SCALE 1":1'-0"
i
_J:=~~m:-n~~==~~~
~-_-...:2~+-r-~~------t ~cCI
SECTION
SCALE 1/2":1'-0"
I'"I"-bil-\i ~l.f'..HI 1?ii-\t.tr1D~1-~PiUvrzA ~"e;c;...J ,v~..If"
~f>t;;..£-0 'TIt€-~,.l6I.J~~
I---------.:::....::--J rl "
DETAIL
SCALE 1":1'-0"
R -2 A
2 3 4 5 6 7 8 9 10 11 12 13 14 15
J
G
F
L
H
E
oc
a:o
.Jo
CJ
<>
DATE
o>-o
w
a:ou.
PRI NT ISSUE D
REVISIONS
..J
..J<~
e
Z-Z-<I-
Wa:
to-a:o
a:w
to-I-
JOR GENSENHENDRICKSON &CLO SE,IN C.
JIJN 22 '87
JORGENSEN,
HENDRICKSON
AND
CLOSE,
INC.
1---------
91.:>(N T s )
GENERAl STRUCTURAL NOTES
----~.-----
DES IGN CRITERIA:
Deslgm Values:120 pcf soil weight.
50psf equi val ent fl uid pressure of back fi 11 .
80 psf snow load .
0.65 coefficient of friction against sliding .
Foundation:Design basedon Inter-Mountain Engineering letter dated May 5,
1987.Pr~ject IV-7D48G.Allowable soil bearing pressure -4500 psf.Evaluation of
wall overturning and sliding criteria basedupon ClL/Thompson's June IS,1987
1etter,J~b No.14,354.
EXCAVATION AND BACKFILL:
All footIngs shall bear on undisturbed natural soil.
All structural backfill to be placed under direct supervision of the soils
engineer.
A qualified so i ls engineer shall inspect the open excavat ion to verify the
bearing material,approve tomp~ction,and perform compaction te sts .
Final footing elevations tobe determined by the soils eng ineer a t time of
excavation.00 not overexcavate.
Backfiill material shall be thoroughly compacted at optimum moisture content as
requi red by the Soil sEngi neer ,Jetti ngorpuddling of cl ayey soil s will not be
permitted .
Diffe~ntial backfill elevations aro nd the structures or portions of s tructur es
are not ~exceed 2 feet at any ti~.
The wiater tabl ein all cases shall be kept belowand away from the l evel of
constructiion.
The ffoundation bearing surfaces are tobe kept dryand stable unttl the
structures are co plete and ready for backfilling.
Theb·ackfi 11 i ngof all the retai ningwalls shall be complete pri or top1ac i ng
the adj acent cone rete curb.
Final grading shall slope away from thetoe of the retaining wall structure.
WOOD:
----Use L~dgepole Pine or Ponderosa Pine,beamsand stringers,12 or better fb =600
psi minilllum.
All wood shall be pressure treated,CCA 0.40.Members cut or drilled exposing
untreated surface shall have site-applied wood preservative consistent with the
pressure treatment manufacturer's recommendations.
Steel fasteners Shall be galvanized or epoxy coated.
All 6~8x8'-0 and 6x8xl0'-0 headers to be Lodgepole Pine or Ponderosa Pine,beams
and strin~ers.II or better .f b •925 psi.
48'
NOT TO SCALE
ELEVATION
4B'...o-r""-----....,'-L..,IS..
c-rO .c.~4 -5
r
______~~2.1 :-<0
----------~8
~~==~Cl=~~==-----II----1X'1-----E -----
-t...:...::..:..::..:..~~==-==-~~(11'1 -----------
ECTIO
PRO VIDE 4!ep PVC PIPE IN
1'-0 x "-0 TRENCH lO lL-LED
-W ITH C.L EAN WASHED GRAVEL
FOR GRAvjT"r'DRAIN.S ...oPEO A r
1"11 1-.\1'10 (Xl.'(LI6l...tf 20 -:.)::~t1 ..-::,I
wou...Mlii LE6 t:::N (/
I ,OW N?,Je..p'-Q
e:....ez.'-o -.r-'.--r----------.--L.-----------------------------------.l.r-----------------------,I-'-'=:::-'-.-~s-
(T:)c ...e ...r _r"O 0.~22.'.<>C"f·o.C'23'·5 '---l ...'2.'i I.D
S 1 ~------------I"~~20'-&>r--i ,~"fO Cut6
--'I J 28'1~fj "(P \30~__~(..'~1~2L.~~11-------:--+-==""1 )4
I~II--~~.........."""'"""""t
SE E i1 EL-EVAT ION"
T>1 I'5 S ....EE-,
N?'(e:~ft"e V l>l;(I::J ~E'A'~...rx2I'W -l,.
~HEef A-1 61 Y'I rtf\-N:L iE:.:;f,
~?liF::DET,p....-AJ')&AAr~1
%:fA I'--A....-1C.lD.l ~,..I ~-rl-l~
~10 v£oef6-"1 4~.,/~ML..1 .
~{'I j-l ~~'(1I -~~
IMl"\E.O Af6L:F"t£N'.;>T,"H~'"0"
Ca-l F'i ""1'1 A"f .>J ~'"'"0 I I""',;T •AN
WI-l<"b ~w ...l ~JZC..
-I,,.o"",,~-o
J
SCALE 1-:20'-0-
PLA
WENDY'S
-------'
NOTE:M XIMU HEIGHTS OF WALLS AND AXIMU SOIL SLOPES AS SHOWN
o DRWGS.RW-1 &RW-2 SHALL NOT BE EXCEEDED.CONTRACTO TOVEFY
EXISTING HILLSIDE GRADES lORTORETAG WALL COSTRUCTION ORDER
TOASSURE COMPLIANCE WITHTHE PLANS ANDTHISREQUEENT
----"
""'0 A.".>>lt>u"
/x '2.4:0 ~'lh ~"5P:;J..lo;ib
Ct..l ~A~--SF-E:AliU\
/l:lI?W6>::.
F:'?;8'-o FA::e:.DV CUIl&
~.ffi "CD fi:\:&.A"WAU....S Cul1.lb
IX
I
~1)-eiEV A1'\<:>I ~
"'-"'\1'7 ~
?~~
"'-J PROVIDE SQAvIT.....D~AI
a ':0-0 S~--r----------------
o
B
cJTH
JTH
EMS
2795
CONSULTING
ENGINEERS
ELEVATIONS
PLANAD
134 UNION BOULEVARD
SUITE 220
DENVER,COLORADO
80228
(303)989-9000
JOB NO ,
SHEET NUMBER
CHECKED
SHEET TITLE
DRAWN
DATE MAY 1987
DESIGNED
----------
OT TO SCALE
ELEVATION-----------@
0-
\..G --------------------
6i<'AVrTi D~I IJ
E.L -z.G-'·O
NOTTO SCALE
ELEVATIO
~E:::L.'2;0'·0
----------@
-----------
RW-1 A
REVISIO NS
S CALE
"=2 0'-0 "
SHEET
...
7931.8
\
\
~",e l.-1:-1 1NI\R'l
-A N ~,A.f'e:f't,....
NeNO'("f,riA
VA I L.--,Co L--O
A "-J v e.f<..~~~c;;'Ce-'
vAi'J1?S r'~\~~
='
fO E;?S lh1i ~N1J
~U 4;I ,C?v:11,...-,"';'cP 1.-'0 0
9'?)41~-1'"00
\
\
/
/
\
\
\
\
/
/
\
\
/
/
/
/
/A ~Cf OF P\ifll£NT
:--10'?:J
.i->--
'<-IVe:f<...iE:.c.-~'7;;-(/v-J /p"L-~J N L/ef(..-rYr'.
-rAM -luN\19 .:C;;--:--c,L-:;=-~
-tAIVl -J~~IP?"_~_
11-0 61Al--
///
/
/
/
/
//
//
//
/
/
/'.-'I
1501
-j-
I
16 !
!
/
5'[ASfMF~J ALONG
..Af1'~\-."'l if-~.fN-!l ~lRAN D BOU~DRY
/
/
/
I
/
/
,1 5.4
I
/
I
I f -f
/
/\
-/---'-T/.)/
/II--f
/
//
/
//
///
///
//
/
/
/
/
/
/
/
/
/
//
/
/
//
//
//
///
///
//
//
//
//
/
,
.\=.~/1I'-.
"--~A l [R AND SANIT~~~18!/1
DIS IRICI [A Sf~l ~~
/,,16·)
/\//I /f:':'4/
I I ~2 -
//
/I
./
./
)
1
I
I I
j/
I
/
J
I
I I
I I
I
I
J
@~
s~!V -'V-
I ,\
I I
c.w I
0:,0 I
Lr>""
Lr>..0 I
=
-----n
~IAi'oJ f'IN~~
~-10 '---=
(
\\\
~//\\
I
I
/
/
/
/
/
/
/
/
/
/
/
/
/
/
//
//
/
/
I
I
/
/
/
!7L1f-PAL.--C--.JUNIP~
e:'l -0 6"r""L-
=0:>cr»
'-
I
/
/
/
/
/
/
/
//
//
/
/
/
/
/
/
/
/
I
/
/
/
/
/
/
I
I
==='-
...
-oJ-<>
oc«a:o
..Joo
I
--:;/
__J-•
1
",
,...,.;'---'..
/,'-)~_t,
~.
/'/)..
z«
..Jc.
W
~
REVISIONS
S HEET
CHECKED
DATE
".0 ••'?.!:>~
JOB
WE ND/VAIL
SCALE
1 "=20 '-0"
DRAWN
DAB
"
1 931.8--+
\
\
\
\
/
DR AWINC CENE RA TJ OI BYWITTER ARCHITE CTS CO"PUTER AIDED DES ICI SERVICES
/
/
\
\
\
\
/
/
I ),J
/
\
\
/
/
EDG Euf Pl.lf MEi '
.:
-')c.,,,$;//
;,
~7 920 .6
///
//
/
/
/
/
/
\
/
/
/
/
/
/
/
/
/
18
16
//
//
/
I
1921 ."....-
~E\SE Mfil AlGNtf~,J RE TRI.Cn uBO ~DR Y
\
\
I
/
/
15 .5.-
/
\
2'<2 20
I
/
/
/
/
/
/
1
?
/
/
/
/
/
7 9 20
/
//
/
/
/
/
/
/
/
/
/
/
,
/
/
/
/
/
/
/
COORD .A,l WCRKOUTSID E
Of PROPE RT!l I ~[S WI
OWiEROf \DJ ICE iT PRO PERTY
1 5 .4
~-
/
/
7920
/
/
/
/
/
/
/
/
/
»>
~A IN I NC
,/WAL L r-<
I
18
\
\
)
-W!1f \i DSAHlI AII .
IDIS I.ICT EASEMEiT \
\__16-..'.//
\/
jr'12-
/
DETAIL
Backfll I moist ened
and we i I c o m p ~c t e d
7920
26
24 )
22
4"Diameter Perfore ted P ipe
sloped ~min imum of O.25~
t o sewer leterel subdr~in,
sump pump or dayliahted
Fou nde t i On Wa i I
/
........
/
-ill ~~I METER DRAIN
L--771'Itrm«'.------I~~~~~~M~I ~n imum of 6 "of
3/4In ch qr avelPolyethelenel'o isture Barri e
g luedt o f oun dati on wa l I
fD i.REB AR
••I ·t·
....r...I,'f
I
I
-'
'..
"-.-,..
.-----'..,.
=<.0
0'>
'-
r':.............
I "I ."
....If'.•••
(.,"
1,0 ':.,.
r '.-r I.
•,;t
=<.0
?I I )'\
I
J
j'/J
I
I
RE MAR ~'S
OPE RATED UY
PHO TO CELL
,',~~I I r .!
MAP
'.
r•,
,....
~"'-'0"~,,"j-,.<.",.'.0 .-r
.."t.,.,J...<;,
''0 ...."'..).....
''''f.'llrI ~
=ex»en
'-
I
I
/
I
/
/
I
/
//
//
I
/
/
I
!
/
I
/
/
I
I
/
/
/
/
I
!
I
I
I
/
I
/I
//
I
/
/
!
!
I
V ICINITY
r'-.'
--0
EXT ER 10R MENU BOARn
~l------l
"EX IT "
BU I LD I NG SIGH/"WENDY'S"
DESCR IP TIO N/WO RDING
"D O NIT rN TER"
"P'CK-JP WT NDOW "
SIGN SCHEDULE
=enen
'-
NEW GRADES
SIGNITPE S
(L L.IQJT ~N 11
~..--'.-....
~/
A
o
C
E
B
LEGEND
I
/
I
I
/
!
/
I
/
I
I
I
I
/I =
/I I ~
//I
ED GE Of RO AD---'/g /11 //
/'.?2!I
/I 1/I//1I_I
!---.~
fDN,Rm/---J~/_:~-/q=------------/.......-.J..--/(I I
/!I
/
I
EXISTING GRADE S
SIGN TYPE
...----,'
/'.'\
-.....A ll.~Y-lo4 vl ......n.:..>IC 2
':_~:.~••.~•'.~~""<If.''':'~'.~~_·44 ./~...:.)':._
,.,'V ••(••••••••y /"'.
f .'_.,,"~".'••'../.:.-,,'.'..
.....•••.'......,........,::':'~~:'"''"'.",,':\.'S ',.,/
•.',\••,.)•••M',..'....",:¥~i*.'!i::".::.:",X>'':-.,..../'<.>",~OAIl·'."·,·:}~/;;i {:)::'::':~'".//'_/
f'"..'•.,".):.t •fll.J';~"10 .'"~:~i ....,~t L OAS sr'l",hl
...••.,•••'',.;••.'..~;'::;'&'":'.O'l ".G "'t o l
•I "'\'.-l.'_.'~''':'~._•~
",:.~"','':.'./.-..._.,f';'.~SUBJECT SI T E.('L ..",~....1,1 '.~..,,.u l J.:_\·;l lo.-;"---
;;:•
YO'C TI IT
n ny 1
&t r au f1
on BnV d
£th c
~,,..-
..""*'-!L...~
-LEi1--a'""od J.Lechn r
Colorado i.L ..21506
yor r1rr t 1
ify that this t ~ogr ic
ond that the u1
Dat 7/'(,nI
,lid J.L "r,
th at of C lor do,d,
b)D\dundr
and rect to t b at
OTICE:Accordio to C lor d 1 you utc
b edunoy de ec[io [his urvey w1th1n
cover such def c.In v t,0 [1
t r 1s urv v b co lC d or t sn [yerr
sh her eoo ,
;'
;'
;'
/
PART OF TRACT D
--
oz
<.!)
Z
....J
u,
W
Zo
J:
Uen
en
et o00
....Jet-a:~O
l.L......J08oz-
1-0>-
Ui/il-
>-et-z
J:a:>::::>
n.l-oo
et u,CD U
:3 0 ~W
Ol-W....Jn.a:a:<.!)o et etI-n.<tw
6HEEiMH
ROAD
'\0
o
,,
-
-EDGE OF PAVEMENT
y/
r:'153
/
/
AREA INCORRECTLY SHOWNON PLAT AS/
BEING PART OF TRACT D /EDGEOFROAD
/
/
/
/
/
/
/
/
/
/
/'56/
/
/
I
LIGHTo
TRACT B
~CUR8
;'
//7'<
/
/
SCALE I"=20'
DATEOFSURVEY,7/14/86
ELEVATIONS BASED ON SEWE R
NE OF TRACT BIN C HAMONIX
BEING 7930.4 (RIM)
I
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
~154
/
(
I
I/
S 42 034 45 "W,6 30'
I
;
I 247 AC.
I
WATER a SANITAT ON DISTRICT EASEMENT
RECORDED INBOOK 332 ATPAGE 992
(LOCATION SHOWN IS APPROXIMATE DUETO CONFLICTING
TIES IN THE RECORDED DESCRIPTION )
/
(
PARTOFTRA'CTD
/
/
/
f,
o
'"Cll
e-,
\
/
/
(
o
<t
Cll....
/
I
\
o
It)
Cll....
\
\
l<J
Q)
It)
e
It)
o
2:
o
'"Cll....
/
or-;
Cll,..
"~
/1 ''/..':>'
e ";)'/..I J
e;,<:>
1 I
5 EASEMENT RECOROED IN-
(BOOK 190,PAGE 559)
S 7Jo _
28 /2 "
E:I
't-
~
LOT 12
I
I
o
Q)__Cll
~
LOT II
I
)
/
/1
/;
/I
/
/
/
/
/.,/"-
/
(
EDGEOFROA D ~
Joe t-JO.1143
,r DY lO
NO.I
LINE OF
DRAWING
150
FN D RE BA R
NOVEMBER,1986
ON SOUTHEASTERLY
N 44 0 14'09 "E (S EE
AS SHOWN
FN O REBA R
5 0'100
SCAl E I"=50 '
2 5
7
NOTES
I.DATE OF SURVEY
2 .BEARINGS BASED
TRACT D BEING
3 MONUMENTATION
o
"\0
0'
INDICATES SET PIN8 CAP LS 16B27
UNLESS OTHERW ISE SHOWN
T RACTB
A RESUBDIVIS IONOF TRACT D
A RESUBDIVISION OF VA IL DAS SCHONE FIL IN G
TOWN OF VAI L,EAGLE COUNTY J COL ORADO
PARCEL B
3.609 AC
WATER B SAN IT ATION DISTR ICT EASEMENT
(B OOK 33 2 ATPAGE 992)
nu
,-,",--'"
"nStf&.M ..
;'-;;-
TERSTAT£.10
.-.--..--r-
Iii.,.....
/
HlGHl.AND
hi ArIN,NO I..
H
WHITE RIVE R iljA'.Al
Fe .T
T:->f\0T
I 1 \/,v I
N 61 0 3 8'30"E -__
25.50'
--5 EASE MENT (BOOK 332
FOLLO WS ALONG ENTIRE
~NO REBAR
/
CD
<u i.J.J
~<o
o CIJ
'"0-0>~.....
~~
FN D.RE BAR
L M
VICINITY MAP
~UBJ
·n
'1LM
..
E AGLE VAL '-Y ENGINE ERING AND SURVFvING INC .,953 SOUTH F RONTAGE ROADW EST,V Ail,COU''';;;A,;;:D;,;;0;...,;;,8;,;16;,,;5;,,;7;..._
1143
JOB
END /VAIL
REVISIONS
S HEET
DATE
3-2 0-87
SCALE
"=2 0'-0 "
\
\
""
NE::NOY 'G riA U ~B S
VA 1(....-I c:e 1,...-0 r;::::<:::::'
f'R..E::L.--IM INI\R"{
~AN O::X:::-A f'e f'l.--
7931 .8
A N 0 e.f<..<-./-""o.'AVc...o e,.."
VAN F~,\~f<.G.UA.o-.;:.
lO B ~t.h11 ~N1"ii ~~p,oA to?N ~'1
<S U '?'(/
v'.I L..--1 c,,(?I/O 0
/O'?)4r~-1'"00
"'-~'h:;~o ~I v 1..'1 ,I"l eo1
\
\
DRAWI NG GENERATION BT WITTER ARCHITEC TS COnpUTER AIDED DESIGN SERVI CES
/
/
\
\
\
\
/
/
\
\
/
/
o ANT ?fiV\~
--1,1/'1..'G I"\-l.--·{r,J!/'\r--J N LJ """VC....,
15 .6<---
///
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
Re.o--N I61 t?~.~O
:??-0 ~L.-
15.5
~-
/
///
////
/
/
/
/
•
/
I
I
\
PlIED AR EA
~U~T ~~"-J j"INe:::
\-\\:~;,~~
~..I ~~
//
/
15 .4
/
tW~~--jL-I--.I-t -----
/
/
/
/
/
/
//
///
///
//
//
//
//
//
//
//
//
1
/////
///
//
//
I ////
1///
/
/
12
I
I
I
I
I I
I 1
I
I
I //I //
[../
I
I
rJl
l
r:7~At?MOO~.JtJNIf'e:-R
/~
\
A u
..,..-,(;)
14~r~~~///~\
!I s~E}f=T).~8'N ~I;+-+--t-+-rl-~
J/I(1/<I
-<'-±--
!28 '--c-,---2 ·_
f2 '",-_.
\,"'T I -::p
C AI/\t -
/
/
/
/
/
/
/
/
//
//
/
I
c>A e:.'?~I
c -i--"-/.1"
-,-10'
/
/
/
/
/
/
////
/
/
/
/
/
/
/
/
//
1-I c-
Nl vl.?N c.-'\RP e::-r .J LJN IPIS~
AU:;IA N F IN ~
-17-I e"
-#J -V 11..'c::::::::A L--
e7LJFPAI/C).JUN IF'E:;.
=enen
"-
IOFI
3
,r-,......
o II 2S~
23 -"•
••...•Inter-ounWn
Engin eering ltd,
'MPROVEMENT LOCATION CERTlFCATE
PARCELA,ARESUBDIVISION OFTRACT
0 ,A RESUBDIVISION OF VAIL DIlS SCHONE ~.=...;:~
F I LING NO.I,TOWN OF VAIL,
EAGLE COUNT Y,caORAfX)
4 0
I
c .W.P.
r.v.
.-.L W P.
.........~
..
...f T ..F R ...
..u,...c:0 81"
"J "49 ~»a
"I e ...
O IST A'VCE
3C
5 00
5 00
j 70
j .80
3 00
3 0 0
20
23
-----------
INF BEAf:lT NG
1 .,4 2"34'4 '5 '",
2 IV 5 5 '33'58'E
3 555'3 3'58"'"
45 55 ''33 '58 '",
55 55 '33 .58 ..101
5 5 55'33'58 "101
7N5 5 '3 3'5 8"E
NOTES:
I,Dateof survey:6/9/87,
2 .•Found rebar &CdP.L,S .No.23506.
20 s o 0 ~~~~~~~~~~50F~JL---=:E:=L __::::J
SCALE I N F E ET
"
ADO EASEMENTS
REVISE LEGAL DESCRIPTION P ER CLIENT
"---
/25/87
V22 3/O.3.3_____-'-.....L_
/
~N3'oO"E
734'
TRACT'a"
•.
Su rveyor No.13901
•
[,oyd \ii,Powers
Re gi s tered Land
lU
\'0\
.0
\
N)
'l"
8
\
<I)
,~\\
(\~'Ooo~'?
0'
~t>
v'"
/
/
/
Iher ebyc e rt ify t hat t hIS Imp rovementloc ation certificate wa s prepared
forthe mo rtgage l enderandt he ti tlei nsurance company.that it is nota
land s urvey plat o rimpro vemen t s urveypl at .and that it is nottobe relied
upon forthee stablishme ntoff ence.b uild ing.or other future improvement
lines,I further c ert ify tha t the imp rovements ontheabove described parcel
on this date.except uti lity connections.are entirely within the boundaries
oft he parcel.except as shown,that there are noencroachments upon the
described premises byi mprovements on any adjoining premises,except as
indicated.and that there isno apparent evidence or sign of anyeasement
crossing or burdening any part of said par ce l.except as noted.
This certificate doesnot constitute a title search by Inter-Mountain Eng inee ri ng
to determine ownership oreasementsof record,
"0"
'A"
TRACT
P.O.B.
-oo
~
't
I
\
,
I
/"
/
PARCEL
.lJ.J
C)
C).
~•
lc)
-..............C)-..............<,
-........I<,,
LOT //
/
/
LOT /2
NOTiCE:According toColorado law you mus'commence
any leg al a ct lonDased upon a ny defect in t hlSs urvey
within s tx years after youf irst discover s uch defect .
Inno event.~y any action based upon anydefe ct in
this surveybe commenced more tha n ten years from the
dateofthe certlfication shown hereon .
..
..I-<>
o
C
<ta::o
..Ioo
5
REVISIONS
DRAWN
~/L.~
SHE!T
CHECKED
SCALE I I
)4l"'l-ol
----
J
I
"-I1'1
I
i
--/
,
I
I
~~r:'r -..I-
1
...
I
I
----4
-
-
If
I
:-4-
~~..j~E -
,.._ie ..........-.-re -
-1
-r-
I
I
1L _
----------
--1''I
-..........-----..........---..
I
I (I
+--~
t
,.
~-re-:.....l-""Y'-"',....~
""""""'''''',............C-A
j,
~,
/.
,
1 (j
~-+
;.
1i
J""'--j--,-.
1 -t--
I
_~_--l-
•
f',.A ,.....-rEO
t-1~,P-.J_~\.-l N<I -~~~"..~I~
_~-...e~..",.....e..........-..J _
/
-0
,.-.+---~:/
__-------4 ---__I________-..,..t.--------"':::4-
,---------------4.
--
--
h ~--.''---
....~A LJ M.<=......r-ie-
~f'-E f"'ZOr-J -~1W"'et:-.
/A =
------_.
.--~
(.:I ...I
r:--:=----.t .
-
Ii
I
I~
r
-t--.,.---t-
-1---------J
,
,.......J,..j ~-F'LJr£.t-iI"?HE-1?~.,..
O--.JN~J I ........".,.'"''-'_~t?eo.,..c.-.C.-
,-----
T
--4
]1
-----.--------
-
r
I
r===1
I
I
I
:II-
IL__~~
--~--
.---
,
......O-r ~:f'"t:>l-'......L--,--_r---.t::>1 e.-Tl ot-J f't:'~<&a e:el ~H O.P.>e
AJ..,-re~e---H ':?~_e-v...........1"-01 ",eet-l ~
~...e <?~-r.~~F'b"r.-r.O.o.-J.It ToO.'"lii<\-G:--/.('-0"-)
SOUTHELEVATION -
p ..........,-~o
I-~"--~_t-J "I ~e-e
..-Jc..::r-e;.~r:::--O L-J
--t-
t
j
I
r'------1........-.1--..1.
I "•
t.
Ii 11
,I I!,
f 1--
t'I
t!-=•
~e~*'=",......,~e-~
....01"--.q-Fli _"".-<,-"
----------------------~
----------------------------------+
'\.
~~_I--~_....,..:;:;_'O .;J.~
~Q.JC....,.._:::;...........,..,~-.0.......~-r 0.,...,~\_eye::;".
--
J
-------"'-=
'I
-----
1 _....c.oI
j e.)C.#;;1 -
1
--'-
--
~)
,
ur
V
j
lr;;~~
I
I
I
~-
---~
-
....
-----~--~
~
--
~--......,
F"./r---.~-~o~..-~::;;-fio-.........,r
17l--,",,'"PO'""-.O .W_*,-.0.F'O:::I_~~
riP _'''--..,.-I-'I?.r '-'-''4-"t.,.
~.....,C"?l"'e .....""'f""'C-.
.J
,..-----j
.
/
.I
I
~-I.-------4---+t
_________---1----1-
-
--
-rl -
1.
-
1
a.~~~
.e>u""",-o.J-r :t
~V~-.....f'WI N t.:CJl,.J __
~~~.•
...----------1
-
-,=....L-..,...~""1
f'A~~-<"O
~"""'G I""1 ~_
,
Jf--
......--
--------~---
::-0
/
I'
L I'-:·<;"O~"'"----
---'---
---
--
/
/
I
l..I---l~------------~~-------------------------------TL-____--==-J..--..J....t.--
,
-•<;--""
1--
ELEVATION
ELEVATION
t
I
I-,
J
"r-----
=
r-r-----:----:-~-"-l --~-~--
1
10=-=......-
...----
...---...-----
""sa,"""'r-'HoJ?e -.......I_ie ""r-J .........,.er ---.....,
--,1--'-
,
..-
'.
ORTH
--
~.......~1 ~/"?ee:--
r-c-re c::I;<'_!S'/*I
I
I
I
~
l
EB~=-=~~--====~~...:..;::;..;..;;.....---------
z
ez-
=;a
\
-.,.
I·~I I
-~I
r
='10
-"
I
I I
<-
--
-_---....J.
-
)
IIIIe,4>J'-~171!!!6r;cor-J<;...
f'1ellZ-r!!H~'J ""'bN ~
~-.~I.-l---W_.~)
-
.P"'I'"1111 ,'Nf''I ,,IIi"'J__-e-_~_L _____~-l"""~
~~:.._1 -J.-..
-....---....
I
j (I
+--~
t,--
,.
-~1!'--"'t.-CPf"-.,....~
-"""'''''r-_,;;.....
I ,t."?~'O,N:;;.
&
I)
II
I \--~+---+
-
III
1-$
.......
I"
-------++
--------.,..t-------l--_
-+-_--1-
4
~
,
d--
_--r---
PIN f"yL ___
u
.I
-4---------
I
110-"
--J
--
""-'"""".---0
..,~~'--r-J""..ee -
'-l 7"f"e;.~e-OW
~ee "=>H ee-r ~
1"<71"-"""""1"'1 T .......HT'"
o
o
Fire
I
I
I-----------1
-----------------------------------+
J
~-
~~.....I':>":;..-(ONt...>.~
.."..,.....JG.i."'.,..J""..·Fo,<..-r.o.j.-l •T.o.1":e....ey<;,..
Town of Vall Community
Develop ment
-
---
.ec
nrove d
--1---
--
+1
r 1
)I
f
I [
i,I,
,
-
1 -
)-----.
M~T"''-"'"-""'f"-.....~r-J-ec::>
I""'.A~.--o 002.~e-.....
-t-
PO .~e>o:::J~-~.-:?I"--....v r
~...""~~o.W.~--"'.F'r;s,_~":
r-
/
--
/
.J
,..,e-r......'-~-f"~r-J-e""
I""'--,r-J-Tet:",...~----....
"'~~.........r-JJ2 L"I.-l.ln
~....,~j!"l3"J'L ~Er';;':">'
----
;
!
--I
L.I
------------i;.t=__
----------------4
I ~
-----rL------
----L __
a.~~~~u"''''-oU-T '1:'•""""V'"-oJ ,...l-J ,'""tZ>\.-J~""'r'~.~
..
oJ
1
I
T1
1----
i I1"",-0
,
/
,-~-r -
I----I
>---
f-J
;---
I
I I _-
~--------~~~~-------"1..-.--------=:-~J..~_-
..-..-..-
""......",...,HoJ::,e -
""'l_-~,-,,,,,~---..
--
-l>-r""----------
AST ELE
,
{
"'-----
J
-------
-
~"-'f"~-;"6E!!
...ore C'"',_.,....,.it'I
-
--
/",
I
1
t
I
@WEST ELEVATION
~S~')
•II;
@=...;,.;;;;~==-~~-----I""'----
DRAWN
~/L-)IIt.c;-
REVISIONS
CHECKED
SHEET
~
1I
t
r
II
.'
-0
f',A Nieo::>r-']""T~-~,-'N""-..,~"'I"'~~~
---r-_~e ~::L"1I"!::>""C -.-..-4 -----+r-----4
---1---------------+------4
--t-
-1--
Jr
I
I
LEVATIO
'""1"6 :f"vA-'~_!-1Nt71~01"-l fbI'!-<O.?:e:,~H O!~
A.l..rT"e",,"~e--....'?e-_ev W"""l'No'"",e:e ~.
~<?""]l2.w.:::..'""1".~..,001'2--r ?W If T.o "Gt..-E:--/.(IY~)
I
1r -J
r
SOUTH
f
1
:L,I
I
----4---It
_____-----l.-----l.
j,
-0
I'
:;-.-:He-;......'-~':f""""r-J"TSr.:>.
=~-ee '?---
L~--,,""~~-------
}
t;'N '-~.,..orl-lo,'?6e~.Jc.T
O~~"'01'2-T ~}t -r.o_Po e;-.....e--....
-1-------t-----
-----+---------+-----
)
I I
l-
-_.-\.-I-==--
~""e o:<?~--
N:7f';'e eo~~,..I
ELEVATIO
f
I
ORTH
---
j.~.....;-----~..........;";",.~.......;,;,;,,;.,.__..;.,;,,,,~__lI....