HomeMy WebLinkAboutTown of Vail Municipal Buildings SurveyI 1
a INTERSTATE 70 °
1"r i SOLIM FRONTAGE ROAD N FRfltnq R
SET NAIL & 1/2"
BRASS WASHER
EDGE OF LS #265x8 SUBJECT ._
ASPHALT` i SITE S
N24 I DATE 70
sown
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BEAVER
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SET #4 REBAR & j ! ` I
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I LS #26598 ! / INLET `. ^ d I BRIDGE
1 ST. j l ! CONCRETE
PAD !! `
EDGE OF i VICINITY MAP
ASPHALT t T5S R80WI ~`'`•
Ir
BUILDING . SET #4 REBAR & `'
OUTLINE ` .,
4 1 1j2" ALUMINUM CAP % `° • `" % NOT TO SCALE
LS #26598
IN /
PARCEL 1 (CALC)
0.566 ACRES (CALC)
1 STORY STUCCO BUILDING I , 6• `
th POSTED ADDRESS' 111 S FRONTAGE RD.
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VAIL/LIONSHEAD, SECOND FILING
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PARKING'' i STRUTURE
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s0- I I EDGE OF Cq PROPERTY LINE
ASPHALT
SET #4 REBAR & I
I 1 1/2" ALUMINUM CAP
I r LS #26598
CONCRETE
a I ! r , WALK 0,848, Q '
CONCRETE
WALK
BUILDING
SET #4 REBAR & A- 20.45'47" (CALC)
L= 71.54' (CALC) ! OUTLINE \® `
PROPE
BK221/P6)
R PEED C 30' 60' g0' i r11/2" ALUMINUM GAP
LS #26598
j 1.aQ> ` • '` SCALE: 1"=30'
EDGE OF DISCREPANCY FOUND r A =10'01'57" (CALC)
IN LEGAL DESCRIPTIONS L- 34.56' (CALC) 1 / ! f ' 4, ASPHALT
r (HATCHED AREA, SEE NOTE #8) 1 / J SET #4 REBAR & I
4 I J 1 1 /2" ALUMINUM CAP I
I ! i `` ```• SET NAIL & 1/2- LS #26598
1 r
BRASS WASHER
LS #26598
1 /__
OLD/NEW
DIVISION LINE
BLDG
PERIMETER OF UNDERGROUND '
PARKING 4'4'
4
CONCRETE A( A=30-47'44* "`. \ \ 4. PARCEL 2 I .:?
a,'o2b `
a R =197.40 , \ \ I -. ,! ° \ 1.483 ACRES (CALC) I W 2 ° X76. a , STORML= 106.10 `'. _ \ i' , 2 STORY STUCCO BUILDING I ` „, • 7 (}' .. INLET
T =54.36' . - \ \` _ - I S72- J POSTED ADDRESS: 75 S FRONTAGE RD. I ``` 70,
CLEN= 104.83' 1'2'37'" J ' °` i
BRG =N 564845" W \~`` i ° — • 1$JSO' 1 1 /2TA#
REBA
CAP
STORM l`Y' `°- . _,•,. .... LS #26598 {`•- .....•J ``! s «. 1
INLET t''``- -. _ ® BUILDING I EDGE
LT_
OUTLINE C ASPHALT
PAVER i
i-
PROPERTY LINE PER DEEP "- - ' _ WALK
BK221 /P6)
I L
I LOT E
VAIL VILLAGE, SECOND FILING --
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PAGE 2
L--- - - - - -- ---------------------- -- ------------ - - - - -- - -- - - - - - -- ------------------------------------------------
VNB BUILDING
Legal Descriptions:
PARCEL 1: PARCEL 2:
A PART OF THE SOUTHEAST QUARTER OF SECTION 6, A PART OF THE SOUTHEST ONE – QUARTER OF SECTION
TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH
PRINCIPAL MERIDIAN, COUNTY OF EAGLE, STATE OF P.M., COUNTY OF EAGLE, STATE OF COLORADO, MORE
COLORADO, MORE PARTICULARLY DESCRIBED AS PARTICULARLY DESCRIBED AS FOLLOWS:
FOLLOWS:
COMMENCING AT THE S.E. CORNER OF SAID SECTION
COMMENCING AT THE SE CORNER OF SAID SECTION 6, THENCE NOO- 2816'W AND ALONG THE E. LINE
6; THENCE N00'2816"W AND ALONG THE EAST OF SAID S.E. 1/4 OF SAID SECTION 6 72.75 FEET TO A
LINE OF SAID SE QUARTER 72.75 FEET TO A POINT, POINT, SAID POINT BEING 110.00 FEET
SAID POINT BEING 110.00 FEET NORTHEASTERLY NORTHEASTERLY FROM THE SOUTHERLY RIGHT OF
FROM THE SOUTHEASTERLY RIGHT OF WAY LINE OF WAY LINE OF U.S. HIGHWAY NO. 6 AS MEASURED AT
U.S. HIGHWAY NO. 6 AS MEASURED AT RIGHT ANGLES RIGHT ANGLES THERETO; THENCE N79'4611'W
THERETO; THENCE N 79'4611"W AND ALONG A AND ALONG A LINE PARALLEL TO SAID SOUTHERLY
LINE PARALLEL TO SAID SOUTHEASTERLY RIGHT OF RIGHT OF WAY LINE 145.50 FEET TO THE TRUE POINT
WAY LINE 145.50 FEET TO THE TRUE POINT OF OF BEGINNING; THENCE N160847'E 78.00 FEET;
BEGINNING; THENCE N16'08'47E, 63.50 FEET; THENCE N68'0835"W 428.70 FEET; THENCE
THENCE N72`031}2'W, 226.70 FEET; THENCE N66'0129'W 152.57 FEET, THENCE
N68'08 34'W, 201.00 FEET; THENCE S27'42'40'W 192.66 FEET, THENCE
N66'43'48"W, 164.39 FEET; THENCE CONTINUING S52'4850'E 36.32 FEET TO A POINT, SAID POINT
ALONG THE AFORESAID COURSE 238.00 FEET; BEING 110.00 FEET N.E. FROM SAID SOUTH RIGHT OF
THENCE S25'53"i 47.79 FEET; THENCE WAY LINE OF U.S. HIGHWAY NO. 6 AS MEASURED AT
S41'2453'E, 183.50 FEET TO A POINT OF CURVE; RIGHT ANGLES THERETO; THENCE S79'4611'E
THENCE ALONG A CURVE TO THE LEFT HAVING A AND ALONG A LINE PARALLEL TO SAID SOUTH RIGHT
RADIUS OF 197.40 FEET, A CENTRAL ANGLE OF OF WAY LINE 585.56 FEET TO THE TRUE POINT OF
30'47'040, AN ARC DISTANCE OF 106.10 FEET; BEGINNING, COUNTY OF EAGLE, STATE OF
THENCE S 72`12 *37"E, 183.50 FEET TO A POINT COLORADO,
OF INTERSECTION WITH THE N RIGHT OF WAY LINE
OF U.S. HIGHWAY NO. 6, SAID LINE BEING 110.00 EXCEPTING THEREFROM THOSE PORTIONS TAKEN BY
FEET NORTHEASTERLY FROM THE SOUTHEASTERLY THE BOARD OF COUNTY COMMISSIONERS OF EAGLE
RIGHT OF WAY LINE OF U.S. HIGHWAY NO. 6 AS COUNTY, AND THE DEPARTMENT OF HIGHWAYS,
MEASURED AT RIGHT ANGLES THERETO; THENCE STATE OF COLORADO IN RULE AND ORDER RECORDED
S79'46114E AND ALONG SAID N RIGHT OF WAY JANUARY 5, 1971 IN BOOK 219 AT PAGE 441.
LINE 397.56 FEET TO THE TRUE POINT OF BEGINNING,
EXCEPTING THEREFROM THAT PORTION OF SAID
PROPERTY DESCRIBED IN DEED RECORDED JULY 14,
1971 IN BOOK 221 AT PAGE 6.
PARCEL 2:
41199 HIGHWAY 6 & 24, EAGLE –VAIL
P.O. BOX 1230
EDWARDS, CO. 81632
970)949 -1406
1 _
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INLET `J``
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11 CONCRETE CURB111qtyvl ' ` "" - - _ ".,."" `' - - . 1 (TYPICAL)
3
CONCRETE
SET #4 REBAR &''
1 1/2" ALUMINUM CAP
LS #26598
N/ lire PAN `" `" -- _ I 85,
S
WITNESS CORNER
YY +. I SET #4 REBAR dt
3 I I 1 1/2- ALUMINUM CAP eVO. &O ```` #26596
00
EDGE OF ~--- " "---
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ASPHALT,
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CONCRETE CURB
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I pLtILUiN
i OUTLINE
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RASIED
CONCRETE & PAVER
ISLANDS
SOUTH 1/16 CORNER SECTIONS 516
FOUND 3 1/4" BRASS CAP
ON 2 1/2" ALUMN. PIPE
IN . _ 79'46'19 " W
CURB EDGE OF
INLET ASPHALT
NOTES:
1) DATE OF SURVEY: 12/27/11
2) LAND TITLE GUARANTEE CO. POLICY NO. VC50032295 DATED 12/5/11
WAS RELIED UPON FOR ALL TITLE AND EASEMENT INFORMATION.
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE 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.
4) BASIS OF BEARINGS: A LINE BETWEEN FOUND MONUMENTS AT THE CORNER OF SECTIONS 7
PAGE 3 AND THE SOUTH 1/16 CORNER OF SECTIONS 5 &6 HAVING A BEARING OF NOO-28'16 "W
5) BUILDING SETBACK INFORMATION IS NOT PLATTED. SETBACKS TO BE PRESCRIBED BY
TOWN OF VAIL PLANNING AND ENVIROMENTAL COMMISSION AS SET FORTH IN ARTICLE
C -5, CHAPTER 9 OF TOWN OF VAIL ZONING REGULATIONS.
6) THESE PARCELS MAY BE AFFECTED BY A RIGHT –OF –WAY DEED RECORDED IN
BOOK 127, PAGE 466, DATED JUNE, 1941 TO THE STATE OF COLORADO AS A
PUBLIC HIGHWAY. THE DESCRIPTION CONTAINS TOO MANY ERRORS TO
ACCURATELY PLOT.
7) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF
EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE
ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED.
8) DISCEPANCIES EXSiST BETWEEN VESTING DEEDS AND LEGAL DESCRIPTION FOR
COLORADO DEPARTMENT OF HIGHWAYS PROJECT 1 70 -2(7) 183, FOUND AT BOOK
219, PAGE 441. WHERE SUCH DISCREPANCIES ARE FOUND, ACCEPTED PROPERTY
LINE REFLECTS THE DEEDED LEGAL DESCRITTONS.
9) ALL BURIED UTILITIES SHOWN HEREON WERE LOCATED BY OTHERS. EAGLE VALLEY SURVEYING
ASSUMES NO RESPONSIBILTY FOR THE ACCURACY AND /OR THE COMPLETENESS OF THE
LOCATES SHOWN.
JCRETE CURB
TYPICAL)
o,
SURVEYOR'S CERTIFICATE
To Triumph Development Co. & Land Title Guarantee Company
This is to certify that this map or plat and the survey on which it is based were made in
accordance with the 2011 Minimum Standard Detail Requirements for ALTA /ACSM Land Title
Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1, 2, 7a, 8,
and 11b of Table A thereof, The field work was completed on 12/29/11. ------------------------------
Stan Hogfeldt
Colorado P.L.S. 26598
Date: —___
J.S. D. S1 /16 •
S51S6
1978.
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SEWER LINE
CONCRETE WEATHER PQ ELECTRIC OUTLET
ELECTRIC METER
K 0 ELECTRIC MANHOLE/VAULT
ASPHALT PROPERTY LINE
ELECTRIC TRANSFORMER
WALL \ |
u|
LANDING PAD
E --- E --- E --- BURIED ELECTRIC LINE
ASPHALT WATER CURB3T0PRAMR
E RUNS IN WATER GATE VALVE
CONDUIT A NG WALL EDGEOF FIRE HYDRANT
WATER METER VAULT
WATER VALVE
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a PHONE MANHOLE/VAULTFENCE .4
Dpl PHONE PEDESTAL
T---T---T BURIED PHONE LINE
0---FD---F8--- BURIED FIBER OP11C LINECONCRtTE - 0.4! DIA STEEL PROPERTY LINE PER DEED
UTIL|TYHANDHOLE
GUYVNRE
GUY POLE
ASPHALT LK 44'
PARKING GAS LINE MARKER
GAS METER
G--- G C--- BURIED GAS LINE
CABLE TV PEDESTAL
CABLE TV PEDESTAL
lY ---Tv ---TY --- BURIED CABLE TV LINE
110.
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OUTLINE
cv ELECTRIC
TRANSFORME%/ EDGE OF
o EDGE OF ASPHALT 0.566 ACRES (CALC) SWITCHBOX Ar SPLIT RAILPARKINGISTORYSTUCCOBUILDINGA' 10 ASPHALT CONCRETE FENCE
WALK POSTED ADDRESS: 111 S FRONTAGE RD.
Iry EDGE OF . '
SPLIT RAIL
ASPHALT
PARKING
FENCE
SAIRGE
CONCRETE \
a \ CONCRETE
WALK
EDGE OF
A
pnopoRrr uws ' \ 7 iNE
ROCK DITC
ASPHALT
0.9' DIA
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NTER4V (UNDER ROCK)
DGE OF0Ic COVERED ENTRY 4"
PARKI RAMP 47,
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WAU,,, EDGE OF CONCRETE DIVISION LINE
ASPHALT 4v PROPERTYLINE PER DEED
WALK OLD/NEW BLDG RIME R
UNDERGROUND PARKING
PE
EDGE OF
PARKING PARCEL 2
WALK
2 STORY STUCCO BUILDING
12,
1 ' __1 . ll . .q _X/ NIT ;P"91 POSTED ADDRESS: 75 S FRONTAGE RD.
DETAIL- EDGE OF
4, ASPHALT PICAL WALL UTILITY
XTENSION ENCLOSURE
BLDG
4v O/H
CONCRETE 0AbA if A/C UNITSWALKAllc' ONCRETE CONCRETEEDGEOFII
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INLET
PARKING PROPERTY LINE PER DEED
STRUCTURE
ER
WALLEDGEOF BLDG. LOT 2,BLK 1 (TYPICAL) OUTLINEASPHALIc,
LAIONSHEAD, SECOND FILING 4 FA 163' 0.4t
CONCRETE La. AIRJ/ ,—PAD DECK
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INLET^ "--«--^ BUILDING / -_-~_.*
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CONCRETE CON RETEWALKPAN
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CURB
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SIGN
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41190 HIGHWAY 6 &: 24` EAGLE—VAIL ro
970)949-1406 _—Z e__ FO DRN. BY dje LDATE: 12/2,
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SPLIT RAIL
SEWER LINE
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ELECTRIC OUTLET
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FENI ELECTRIC METERN
1 -1 __, -1 @ ELECTRIC MANHOLE/VAULT
CONCRETE
e ELECTRIC TRANSFORMER
EDGE OF
WALK
c E — E E BURIED ELECTRIC LINE
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WATER GATE VALVE
FIRE HYDRANT
GUY WIRES ` e r E `' ' ° ` WATER METER VAULT
WATER VALVE
CONIC. PAD
W/ ANTENNA INLET IAI W W W BURIED WATER LINEBUILDING
OUTLINE 1.0' DIA PVC
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PHONE MANHOLE/VAULTFA 'r 1 1 1- -1. 0--
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tiROCKDITC0.8' z 20' 40' 60' PHONE PEDESTAL
4k 4 TE E T — T — T — BURIED PHONE LINE0.9' DIA
ASPHALT EL PIP
PARKING 4E' APPROX OUTLET FO — FO — FO — BURIED FIBER OPTIC LINE1.0' DIA PVC
LATER (UNDER ROCK) UTILITY HANDHOLEopk1. 44f /o GUY WIRE
EDGE OF
ASPHALT _>0 GUY POLE
A GAS LINE MARKER
6a- 0 GAS METER
COVERED ENTRY G G G BURIED GAS LINEiiiAW/ STAIRS &
RAMP N 41 X01 O t PROPERTY LINE CABLE TV PEDESTAL
CABLE TV PEDESTAL
BLDG GE TV TV TV BURIED CABLE TV LINEOUTLINELA
A ELECTRONIC
rte`
CONCRETE DIVISION LINE
SIGN
WALK OLD/NEW BLDG PERIMETER J; >91
v UNDERGROUND PARKING
EDGE OF
ASPHALT
PARKING PARCEL 2
1.483 ACRES (CALC) 0.3' BOULDER
WALLS
2 STORY STUCCO BUILDING 0 3' POSTED ADDRESS: 75 S FRONTAGE RD. N STORM EDGE OFAUNIT '.9, INLET ASPHALTA; 0.3 1.0' ANTENNADETAIL.
TYPICAL WALL U11LITY CONCRETE PAD
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PROPERTY LINE PER DEED METERS
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BOULDER PROPERTY LINE PER DEED
WALL BLDG. 44 tu m (SK221 /P6)
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16.3, 0.4' F)L 'K DECK CONCRETE ISLANDYbP;BAC4CRE7ECURB STAIR1,17-iPANtc°' 0.5' DIA STEEL W/ KEYPAD & GUARDPOSTS
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STORM
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INLET -PA15* 0.7' DIA STEEL 2.2' PROPERTY LINE
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CONCRETE
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41199 HIGHWAY 6 & 24, EAGLE-VAIL
P.O. BOX 1230
EDWARDS, CO. 81632
970)949-1406
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SOUTH 1/16 CORNER SECTIONS 51 6,--_
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SECTION CORNER
FOUND 3 1/4- ALUMN CAP
SEI IN VALVE BOX
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