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FOUND No. 5 REBAR WITH A •
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1 1/2" ALUMINUM CAP \ \ Ce v CD Q
'21-
P.L.S. No. 27598 \
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100 YEAR FLOOD PLAIN 0 =
BRIDGE STREET BUILDING CONDOMINIUMS \ OUTLINE OF\ .
• \ (PER TOWN OF VAIL FLOOD HAZARD MAP) L3 v) ik
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288 BRIDGE STREET 8168 g CONCRETE WALK \
EASEMENT FOR CONTINUANCE, MAINTENANCE AND \ \
RESTORATION OF BALCONY OVERHANG 8169.2 •
IMPROVEMENT (REC. No. 106354) ' \
S17'11'30"E \ '
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1.00' ELEC.
i72.480 ; i9.00 \
' 2"W ' TRANS. \ \N 72°48' E - 111.51 ' 38(8169.8
LANDING EL. DECK ELEV. . \ •
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= 8181.7' ,�_ $1$2.2' \ �� TRACT G , \ C1)
OUTLINE OF \ l''' •
STEEL Q
UPPER WALKWAY
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STEPS 111103000
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STAIRCASE c9 38170.1 , I
8169.5 CP,, •
8168.5 •
\ • APPROXIMATE CENTER
ii • OF MILL CREEK
FOUND A 1" BRASS WASHER 0 , •8169.5 :.
WITH A PK NAIL ( STONE VENEER 1° \
8
MARKED P.L.S. No. 27598 WALL I
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PLANTER PAVERS " :170.9 ENTRY ELEV.
•"---=•"---= •
RED LION INN= 8171.1' OUTLINE OF BUILDING O
08170.6 AT GROUND LEVEL ii EDGE OF CREEK
8169.4 8169.9 STEP 8171.0 CONDOMINIUMS
18(8169.8
A=10°23'16" 0.3204 ACRES
R=191 .07' 8170.8 304 BRIDGE STREET •
)8(8174.6 • II
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L=34.64' 8170.1 ENTRY ELEV. I 08172.4 I I w
ChB=N22°33'22"W = 8171.1' I 30.0' • c.5 PI
ChL=34.59 I ..1PLANTER GAS METERS GRAPHIC SCALEO I--I �
10 p 5 10 20 40 O
8170.7 .5 T 1
3x(8170.2 I I I , v
3a(8174.6 /
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�•8173.4 , • � ( IN FEET ) ril O
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�? �� 1 inch = 10 ft.
STONE VENEER g2� I 1 O
WALL v
8171.3 R�
APPROXIMATE 30' SETBACK ,---.-
FROM
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OUTLINE OF BUILDING FROM CENTER OF CREEK \ % : \ • .
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AT GROUND LEVELO O
x(8171.3 �i ?"3(3b �� 8173.5 h Z H ' \
G� O
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Rio \
AF` '�s, \
i \ CONC. STOOP 817 HEADWALL
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*CP6).• ENTRY ELEV. = 8174.7'
\ 0-
CONCRETE CURB r"1
(BASIS OF ELEVATIONS) \ P4
�.. \ .8176.1
1 8174.6X $�g1 a`
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38(8172.5 4�J•
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:.} 8173)(.1 PAVER OC
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18(8174.6 PATIO V8176.1
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8173.8
STEP NOTES:
8174.40rINLET ,.
)8(8174.7 )8(8176.1 1) DATE OF FIELD LOCATIONS: 12/15/2015
38(8173.2 8174.°;, 6
$1$ '4.0 2) BASIS OF ELEVATIONS: FRONT ENTRY RED LION INN CONDOMINIUMS, ELEVATION = 8174.7' (PER THE
F.\-i coA;
� STONE VENEER CONDOMINIUM MAP THEREOF).
PARCEL BOUNDARY 8173.8 �� % / ,� WALL
��E 'S 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
R\p0� x(8176.1 ra'�. PP DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT,
)8(8174.7 8174.: / O. MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
:175.8 `� , T-° FROM THE DATE OF CERTIFICATION SHOWN HEREON.
)8(8174.3 ,`(_ 1 bc0
3x(8173.7 )8(8174.8 Ilk <j ` 4) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD k
5 08175.9 �O PLAT FOR THE SUBJECT PROPERTY.
STONE VENEER O
=69°43'00' WALL 38(8176.0 WALL VENEER G�� 5) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. N
R=12.00' 00
♦ \ I
L=14.60'
(27%
v: RQ' N
° 38(8174.145°28'33"
ChB-N62 36 30 W ` O
ChL=13.72' R=45.00 )8(8175.8 PC) SURVEYOR'S CERTIFICATE N Z
L=35.72' STONE VENEERcp
ChB=N74°43'42"W 33(8174.71 WALL 2=76°34'55" I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE CLi
R=12.00' OF COLORADO, DO HEREBY CERTIFY THAT THIS EXHIBIT WAS MADE BY ME AND UNDER MY SUPERVISION, 7 1-Ll
ChL=34.79' AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. p Ct
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08175.1 L=16.04'
ChB=S89°43'28"W
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ChL=14.87 _ Poo Lic�N1
......
SAMUEL H. ECKER �ove a •..•��0#If s
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COLORADO P.L.S. No. 30091
(5:1:3;e6
FOR AND ON BEHALF OF 30091 �� '
GORE RANGE SURVEYING LLC ,��� ;12/21/2015.• 44, E
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