HomeMy WebLinkAboutDRB100577 PlansBASIS OF BEARINGS: I
N 00'01' W ALONG THE EAST LINE Off-! IHE NE X OF TT-JE NW Y4
SEC,116� 8, TOWNSHIP 5 SO(J RANG11- 80 WEST OF THE 61 P.M.
NOTE- REMOVE AND REPLACE
ASPHALT AS REQUIRED FOR
UTILITY CUTS, GUTTER PANS,
AND RAISED CROSSWALKS.
PATCH BACK ASPHALT AND
INFRARED SEEMS PER TOWN
. e OF VAIL REQUIREMENTS,
ROCK PLANTFI? (RECEPTION NC. 62,331',i7)
15
/1411
12"
PROPOSED CURB & GUTTER
TYPE 2 (SEC 113)
RE: DETAILS (TYP-)
CONTINUE PAN THROUGH ISLAND
PASS DRAINAGE TO WEST)
- 2' CURB CUT
PROPOSED AREA INLET
RE. GRADING PLAN
�-
C 7,J1 - 7')
.�FCEPION N().
DUMPSTER ENCLOSURE
,� f fT L 1, / L 10 1 1 o ll _ I . I ,.
Length
Bearing ,/Delta
RE: ARCH
Ll
22,53
N6* 28' 26,25"W
L2
5,08
PROPOSED 26 LINSTOUND t
5 -ALUK4
Ll
:0 3
*0.
ADA RAMP TYPE 3
A 2 9
N70* 02' 47.51"W
RE: DETAILS (TYP.
d d.
All
I A
. . . . . . . . . . . . . . . . . . .
PROPOSED HEATED PAVEMENT btl
16.37
S71' 29' 07.93 "W
RE: ARCH,
L3
11.44
PROP CURB do
(SEC 18)
7.27
RE. DETAILS (TYP.)
L4
1 3
S71 * 29' 07.93"W
- 2' CURB CUT
PROPOSED AREA INLET
RE. GRADING PLAN
�-
C 7,J1 - 7')
.�FCEPION N().
DUMPSTER ENCLOSURE
,� f fT L 1, / L 10 1 1 o ll _ I . I ,.
x
TYPE I A/3A AILS '12"
>A RE: DETAILS-
-- ----------
WX20 ADA
VAN
R "'ACCESSIBI Cly
,�� .:.---- --'". > r. • , � , . ..<° [�:� � I.: I PARKING.
�� POSED BUILDING 0 NE
PROPOSED RAISED CROSSWALK j
ARCH
RE: DETAILS
f 4
:., A 4 - I r V11 /A PR LUMN NE
"A RE. ARCH
A/
;0
MILL 2" OVER ENTIRE ROAD SECTION AND OVERLAY
WITH 2" OF NEW ASPHALT FOLLOWING ALL UTILITY
AND CONCRETE/SIDEWALK/CROSSWALK CONSTRUCTION.
INFRARED BOTH TIE-IN SEAMS.
f0
BUILDING OUTLINE
0 1
1 ,
P'l 80'
Line #/Curve
Length
Bearing ,/Delta
RE: ARCH
Ll
22,53
N6* 28' 26,25"W
L2
5,08
PROPOSED 26 LINSTOUND t
5 -ALUK4
Ll
6' SIDEWALK ANDAP I-Sk
N6* 28' 26.25"W
ADA RAMP TYPE 3
11.44
N70* 02' 47.51"W
RE: DETAILS (TYP.
d d.
5.08
S82* 28' 13.34"W
. . . . . . . . . . . . . . . . . . .
L4
16.37
S71' 29' 07.93 "W
L3
11.44
N70 02' 47.51 "W
L5
x
TYPE I A/3A AILS '12"
>A RE: DETAILS-
-- ----------
WX20 ADA
VAN
R "'ACCESSIBI Cly
,�� .:.---- --'". > r. • , � , . ..<° [�:� � I.: I PARKING.
�� POSED BUILDING 0 NE
PROPOSED RAISED CROSSWALK j
ARCH
RE: DETAILS
f 4
:., A 4 - I r V11 /A PR LUMN NE
"A RE. ARCH
A/
;0
MILL 2" OVER ENTIRE ROAD SECTION AND OVERLAY
WITH 2" OF NEW ASPHALT FOLLOWING ALL UTILITY
AND CONCRETE/SIDEWALK/CROSSWALK CONSTRUCTION.
INFRARED BOTH TIE-IN SEAMS.
f0
BUILDING OUTLINE
0 1
1 ,
P'l 80'
Line #/Curve
Length
Bearing ,/Delta
RE: ARCH
Ll
22,53
N6* 28' 26,25"W
L2
5,08
S82' 28' 13.34"W
Ll
22.53
N6* 28' 26.25"W
L3
11.44
N70* 02' 47.51"W
L2
5.08
S82* 28' 13.34"W
L4
16.37
S71' 29' 07.93 "W
L3
11.44
N70 02' 47.51 "W
L5
7.27
S29' 34' 12.97"W
L4
1 3
S71 * 29' 07.93"W
L5
7.27
S29* 34' 12.97"W
C6
1.80
10.86
9.50
C6
1.80
:PROPOSED 6' DRY WELL
9.50
C7
4.82
y / MANHOLE
11.50
C7
n
n'
x
TYPE I A/3A AILS '12"
>A RE: DETAILS-
-- ----------
WX20 ADA
VAN
R "'ACCESSIBI Cly
,�� .:.---- --'". > r. • , � , . ..<° [�:� � I.: I PARKING.
�� POSED BUILDING 0 NE
PROPOSED RAISED CROSSWALK j
ARCH
RE: DETAILS
f 4
:., A 4 - I r V11 /A PR LUMN NE
"A RE. ARCH
A/
;0
MILL 2" OVER ENTIRE ROAD SECTION AND OVERLAY
WITH 2" OF NEW ASPHALT FOLLOWING ALL UTILITY
AND CONCRETE/SIDEWALK/CROSSWALK CONSTRUCTION.
INFRARED BOTH TIE-IN SEAMS.
f0
BUILDING OUTLINE
0 1
1 ,
P'l 80'
Line #/Curve
Length
Bearing ,/Delta
Radius
Ll
22,53
N6* 28' 26,25"W
L2
5,08
S82' 28' 13.34"W
Ll
22.53
N6* 28' 26.25"W
L3
11.44
N70* 02' 47.51"W
L2
5.08
S82* 28' 13.34"W
L4
16.37
S71' 29' 07.93 "W
L3
11.44
N70 02' 47.51 "W
L5
7.27
S29' 34' 12.97"W
L4
16.37
S71 * 29' 07.93"W
L5
7.27
S29* 34' 12.97"W
C6
1.80
10.86
9.50
C6
1.80
10.86
9.50
C7
4.82
24.04
11.50
C7
4.82
24.04
11.50
C8
5.62
92.00
3.50
C8
5.62
92.00
3.50
L9
34.00
S58* 5 2' 33.48"W
L10
17.90
S31' 07' 26.52"E
Lll
9.36
S31 * 03' 24.40"E
L12
5.50
S52' 09' 42.00"W
L13
33.96
N38* 25' 09.77"W
L14
55.31
N58* 55' 49.00"E
L15
54.30
N83* 50' 28.00"E
L1
18.34
N6' 09' 32,00"W
L9
34.00
S58' 52' 33.48"W
L1
12.97
N82* 46' 56,30"E
AI I
10
GRAPHIC S•ALI
5 10 20
( IN FEET )
1 inch = 10 ft.
immms
0111
•
ME
0
t
PROPOSED BUILDING
RE: ARCH
1SED FLOWLINE
GRADING PLAN---
�p
Ic
)SED RAISED CROSSWALK
RE.* DETAILS
ADJUST WATER VALVE TO
GRADE
?,o
Hl\�co N I (-
A[.-,[-- S -,) ITI
I BlUll-DING
1-6" RISER
a STEP---
A5.
CURB CUT
A DECK
PROPOSED AREA INLET
-------- --
------- - -- ------ _REGWING PLAN
1 2"
V p
PROPOSED FENCE——
RE: ARCH/LANDSCAPE
SHEET 3.3
ty 13
— ROW LINE
Z
E
T EXISTING BACK OF
I-
PROPOSED CURB & GUTTER SIDEWALK
TYPE 2 (SEC 1113)
RE: DETAILS (TYP.)
(MATCH EXIS TING)
PROPOSED SIDEWALK RAMP TYPE 3A
RE: DETAILS
NOTE: REMOVE AND REPLACE
ASPHALT AS REQUIRED FOR c l
UTILITY CUTS, GUTTER PANS. 2' ASPHALT PATCH FOR z
AND RAISED CROSSWALKS.
GUTTER CONSTRUCTION
.-:-i PATCH BACK ASPHALT AND
5" DEPTH
I
INFRARED SEEMS PER TOWN cs
n �
'` - -- -QF VAIL REQUIREMENTS.
"ALF D
SA UT LINE
T4 j
Line #/Curve #
Length
Bearing /Delta
Radius
L201
49.32
SO' 27' 45.86"W
L202
22.27
ST 23' 00.23"W
L203
71.50
S82* 36' 59.77"E
9 y 5 J
L204
13.00
NT 23' 00.23 "E
2
-----
L201
49.32
SO' 27' 45.86"W
L205
16.14
NT 21' 43.89"E
L206
8.54
N82* 38' 22.72"W
L202
22.27
ST 23' 00.23"W
L207
13.16
NT 22' 55.26"E
L203
71.50
S82' 36' 59.77"E
L208
24.71
N82' 36' 59.77"W
L209
11.45
N12' 43' 55.04"E
L21
22.86
N83* 01' 22.47"W
PROPOSED RETAINING
WALL
RE: GRADING PLAN
ID
__C'
J)
•
7�0
m
1"v-
9 y 5 J
c [3
N,4 /i o,
C I 1
2
-----
- --
--
v gm-
I
I
lommmmoff
4_
VAl VALLEY DRIVE
PROPOSED SIDEWALK RAMP TYPE 3A
RE: DETAILS
0
m
BUILDING OUTLINE
PROPOSED
FLAGSTONE
SIDEWALK
RE: LANDSCAPE LL
2% MAXIMUM SLOPE
LANDING AT WALKWAY
;ty
,,- AND (N
BUILDING ENTRIES C 4
(TYP ICAL)
12'
)r
P I L
ull-I)ING
I OVERIdAH
PROPOIS D FENCE
RE: ARCH/LANbSQ
SHEET 3.3
FOUND 2'
CAP L.S. 11.11GI
EXISTING HOT TUB AND
SWIMMING POOL TO REMAIN,
RE: ARCH/LANDSCAPE
SWIMMING
P,)o'
AS-BUILT WALL
10/14/10
RE: STRUCTURAL
X U
POOL SHED
r d RE " N
U TI T I T
IX
PROPOSED SIDEWALK RAMP
; RE: DETAILS
- p - TYPE 2A
I N \K
INV
r 1-
1 04
G
rti
U
I ,
6
Lo -
If PROPOSED FENCE
•
4
0
m
BUILDING OUTLINE
PROPOSED
FLAGSTONE
SIDEWALK
RE: LANDSCAPE LL
2% MAXIMUM SLOPE
LANDING AT WALKWAY
;ty
,,- AND (N
BUILDING ENTRIES C 4
(TYP ICAL)
12'
)r
P I L
ull-I)ING
I OVERIdAH
PROPOIS D FENCE
RE: ARCH/LANbSQ
SHEET 3.3
FOUND 2'
CAP L.S. 11.11GI
EXISTING HOT TUB AND
SWIMMING POOL TO REMAIN,
RE: ARCH/LANDSCAPE
SWIMMING
P,)o'
AS-BUILT WALL
10/14/10
RE: STRUCTURAL
X U
POOL SHED
r d RE " N
U TI T I T
IX
PROPOSED SIDEWALK RAMP
; RE: DETAILS
- p - TYPE 2A
I N \K
INV
r 1-
1 04
G
rti
U
I ,
6
Lo -
If PROPOSED FENCE
GENERAL GRADING AND DRAINAGE NOTE&
1' THE PROPOSED ELEVATIONS AND LAYOUT OF THE PROPOSED WINDOW
WELLS ARE T0 BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR
NEEDS TO COORDINATE WITH THE ARCHITECTURAL PLANS FOR THEIR
CONSTRUCTION.
2. ALL CONNECTIONS TO THE MAIN STORM LINES FROM THE PROPOSED
WINDOW WELL DRAINS AND ROOF DRAINS SHALL BE SANITARY WYE TYPE
CONNECTIONS DIRECTED DOWNSTREAM.
J, ALL CDNNEC710NS OF DOWNSPOUTS TO THE PROPOSED 5" PVC STORM
LINES SHALL BE DETAILED BY THE ARCHITECT. ALSO COORDINATE WITH
ELECTRICAL PLANS FOR PROPOSED HEAT TAPE PLACEMENT AND WRING.
FIASI OF BEARINGS:
' ° 1< �
[ 00 53 VV ALONG THE �AST LINE {}F THE �E */ OF THE N\N 4
SLCH[lKj 8, 5 Y)U|ld R/\KjGK 8'0 Wl_'l')'[ ()� |HL. 61H P�V
\
\
` `--``-.-. -`
\
SPOT ,
ELEVATIONS WITH TWO
`. . -------
PLACES
rm�mor�� - -'------` ^
B-EVAJlON
PR��P[SE6 ^ 776 `
~~.~^ ~-. � ` �\
/�-[
- .
\
21
PROPOSED 2'x2'
PROPOSED CURB Y' `
OPENING `\
THRU PAN/CHASE
~` \ �
\ \
\ -
!
{ /�T � ~/ \ `.
�_�� / � \
'RECEPTION � )
F�,4/V ` ' � \
'' '~�\ \ \
\ ` NOT E: P POSED12 SOLID 41
� ffALV [ CATCH
SPOT ELEVATIONS ���
�[ \` \
\ \ WITH � \ `
l/�H/ \
GRAPHIC SCALE
u n m co
( IN FEET )
'
\ PROPOSED 6 SOLID
`
�
SUR 35 PVC ~~~
\ _--- TOTAL
`\ |N RANGE ��X w 1l%%
/ ~~
12` IN
-- ~ 4 *� __ m _
8 81.6 u� >
ry
2"DIA. WEEP HOLES 0UPHILL EDGE OF
CONCRETE FILLED W1 PEA GRAVEL 012
CENTER SPACING. COVER ALL HOLES WITH W|RAR
14ON gEDTEXTILE FABRIC.
�J LOW POINTS AS REQUIRED) `' -' PR0PO3ED SAND SET PAV
STONES, RE* LANDSCAPE
\
PLANS FOR STONES AND
FINISH, SEE PLANS FOR LOCATION.
PROPOSED COLORED CONCRETE PAVING STONE \ ucr/nmzmuy-yz
( | / EWW 3[[ U&DSCAPE PLANS R]R C0LDR &-� \ TYPICAL FOR SAND 8EO,
rim
'
: , FGY
Dsfm j
GAS
MINIMUM ^- '-^~^`�a�v^~`^' ._\ PROPOSED 6 SOLID
3* CLASS 6 MINIMUM MAXIMUM--"
SAND BED WITH OR WITHOUT SUR 35 PVC ROOF
SNOW-MELT TUBING, RE: BASE COURSE DUN PIPE - TOTAL cp 27o LANDING4
MECHANICAL FOR ZONES AND 24.2 LF. AT 2.0% AT ENTRIES DEC
PROPOSED DOWELS INTO 4" CONCRETE SUB-SLAB TUBING AND LANDSCAPE PLANS 12'
BAND AND ADJACENT (MIN. 2500psi CONCRETE), FOR PAVING STONE SPECS, 6* INV-84.05
SUB-SLAB. EPDXY COATED PROPOSED AREA INLET
PROPOSED AREA INLET
24" ON CENTER, EXTERIOR PAVING STONE BANDS WILL REQUIRE DOWELS INV=82, 7 WITH 6" SOLID SUR
0 35 PVC DRAIN PIPE 17.3 LF.
INTO THE ADJACENT CONCRETE SUB—SLAB. (#5 EPDXY APPROX. IW=84.20 WITH AT -!�IN MUM 1.0% TO DRAIN.
AA � ^ _-----------
LID SDR 35 PVC DRAIN P
°~°`.�" RE - BAR `°"` '`. � ^ °.. =�.`.�" ".... '` ~"`"~=,. � -~-__--_-
_--
MAXIMUM
INTO SLAB AND BAND ON ALL EDGES) PROPOSED AREA INLET 2% LANDING
SEE PLANS FOR FINISH GRADE,
LOCATIONS AND ELEVATIONS. CONCRETE BANDS, 4000psi MINIMUM STRENGTH APPROX. INV-84.06 WITH
SOLID SUR 35 PVC DRAIN P ALL
MINIMUM 1.0% TO DRAIN. FF=81
EXTERIOR AND INTERIOR CONCRETE PAVING STONE BANDS
CP. AIN
I -L I|Hwe
�
~
/2^
�
/
\ |
J2*
-MOPOSED 6" SOLID
SUR 35 PVC ROOF
tyl
41Z I
-0, DRAIN PIPE TOTAL
BANO", DETAIL
82 9
AT WAL Y "T 11 SPOT ELEVATIONS
cc
WITH DM DECIMAL
ELEVATIONS (TYPICAL)
RIO
IMF APPROVAt
MINIMUM ^- '-^~^`�a�v^~`^' ._\ PROPOSED 6 SOLID
3* CLASS 6 MINIMUM MAXIMUM--"
SAND BED WITH OR WITHOUT SUR 35 PVC ROOF
SNOW-MELT TUBING, RE: BASE COURSE DUN PIPE - TOTAL cp 27o LANDING4
MECHANICAL FOR ZONES AND 24.2 LF. AT 2.0% AT ENTRIES DEC
PROPOSED DOWELS INTO 4" CONCRETE SUB-SLAB TUBING AND LANDSCAPE PLANS 12'
BAND AND ADJACENT (MIN. 2500psi CONCRETE), FOR PAVING STONE SPECS, 6* INV-84.05
SUB-SLAB. EPDXY COATED PROPOSED AREA INLET
PROPOSED AREA INLET
24" ON CENTER, EXTERIOR PAVING STONE BANDS WILL REQUIRE DOWELS INV=82, 7 WITH 6" SOLID SUR
0 35 PVC DRAIN PIPE 17.3 LF.
INTO THE ADJACENT CONCRETE SUB—SLAB. (#5 EPDXY APPROX. IW=84.20 WITH AT -!�IN MUM 1.0% TO DRAIN.
AA � ^ _-----------
LID SDR 35 PVC DRAIN P
°~°`.�" RE - BAR `°"` '`. � ^ °.. =�.`.�" ".... '` ~"`"~=,. � -~-__--_-
_--
MAXIMUM
INTO SLAB AND BAND ON ALL EDGES) PROPOSED AREA INLET 2% LANDING
SEE PLANS FOR FINISH GRADE,
LOCATIONS AND ELEVATIONS. CONCRETE BANDS, 4000psi MINIMUM STRENGTH APPROX. INV-84.06 WITH
SOLID SUR 35 PVC DRAIN P ALL
MINIMUM 1.0% TO DRAIN. FF=81
EXTERIOR AND INTERIOR CONCRETE PAVING STONE BANDS
CP. AIN
I -L I|Hwe
�
~
/2^
�
/
\ |
J2*
-MOPOSED 6" SOLID
SUR 35 PVC ROOF
tyl
41Z I
-0, DRAIN PIPE TOTAL
BANO", DETAIL
82 9
AT WAL Y "T 11 SPOT ELEVATIONS
cc
12* DIP INV=7
Sm IW=74.7
. ---~--
~~'
WITH DM DECIMAL
ELEVATIONS (TYPICAL)
IMF APPROVAt
12* DIP INV=7
Sm IW=74.7
. ---~--
~~'
miss
in
12* DIP INV=7
Sm IW=74.7
. ---~--
~~'
`6 INV=84.05
PROPOSED AREA INLET
6- \
INV�=83_57 PROPOSED AREA INLET --- (RE:A HITECT) RIM=8186.1,3, C
IW
IW--82. LID SDR
(RE:ARCHrrECT) RIM=8187.46, W WIT H 6 O
* S
86 . 7 DRAIN PIPE 17.3 LF.
.35 PV`(
WITH 6
APP ROX. [W=84.20
CAHn SDR An M1^ DRAIN 0 AT MU 1.0% TO DRAIN.
f
_AT MINIMUM 1 .0% TO DRAIN.
MAXIMUM
A
12" PROPOSED AREA INLET 2% LANDING
(RE.ARCHITECT) RIM - 8187. o AT ENTRIES
APPROX. INV=84.06 W
SOLID SDR 35 PVC DRAIN P ALL
MINIMUM 1.0% TO DRAIN.
SED STO FF=81
k"D
"K
r ., IN ND
12
AIN TO B
I LL WIT
1.6 LF OF kt
V, 55x H TAP =85.53
w
12" HOPE 0 0,8
R LECT Al -6
A -4 r, 87. 2,
I , 'v E
9
ELEVATION (TYPICAL)'.,
THE PROPOSED JOSAM INLET, 12" STORM AND RE: WALL tiC70
SPA PATIO HAVE BEEN REVISED AND THERE MAY STRUCTURAL
R
87.6 BE CONFLICTS DURING THEIR INSTALLATION WITH
ARCH-
-RE_
COLUMN FOUNDATIONS, EXISTING GAS LINES AND RISER WALL DEPTH, BASE
6* INV=84.59 ELECTRIC LINES. COORDINATE WITH THE ENGINEER GROUND NO RAILING EXISTING DESIGN, DRAINAGE
STRUCTURAL
INV` 84. PRIOR TO ANY PROPOSED INSTALLATION. TOP OF RE.
6* IW-84. REQUIRED WALL-88.5
t r % f \. ; - , d PROPOSED 8* JOSAM AREA INLET--�, EXISTING GROUND
RIM=87.59 INV OUT=84.65 RE: DETAILS - ------- I---.-- I"
8zi -WALL=87.��, ELEVA71ON
WALLSECTM
TCH BASIN PROPOSED 12" F0 1 U \J P 2" AL 2- ------- (BW) NOTTOSCALE
Bl ILLE
PROPOSED 2'X2' 870
C Ai
WAL_t� PROPOSED RETAINING
LINE DRAINS TOP A=86.54 IN � OF
RIM=8
.10 W/ 6" WALL=89.3 WALL
INV OUT-84.1 0 7 UT-TO 12" 8 7 BOTTOM OF RE: WALL SECTION
RE. DETAILS WALL-87.5
7 RE. DETAI I __._v_ _ RE- STRUCTURAL
6 V
HDI
"A 12" HOPE rexw 6 t - RE ARCH
117 LF 0 1.0%
57 ---TOP OF
WALL-90.0
10
6" TEE INV=84.91
I " Y X
BOTTOM OF
k -8498 7 WALL=87.5
to
G
8 0* J
77, RADE FROM BOTTOM OF
EXPOSED, PROPOSED
k F j U R LAY
WALL TO PROPERTY LINE
Wall slopes at. per AT 2:1 MAX. GRADE.
MAXIMUM EXPOSED WALL
, a
To concrete all'
foot
is 819 2'1 .___ � _ � _ - _ .., 84.28
HEIGHT OF 2.51"
NE
'0,
8/ , •
ti
9 TOP OF
WALL=91.3
7 PROPOSED 4" PERF
70 IRATE
I K
51
C) BOTTOM OF
PROVIDE POSITIVE • .,:,: - - 1, _1,11� - ": -, I I I
SDR 35 PVC SUBDRAIN AT
V
WALL-88.8
[Tj
1.OX SLOPE TO PROPOSED
'0
P ''o
DRAWAGE-AI-2%
Mm1mvm N-WINU E
2
fir
" 4
POOL AREA SWIMMING R 90
y{ tid
P1
41-
7.31 POOL-
ROPOSE�D RE: ARCHITECT. AS�B
SDR 35 PVC 8bBDRAlh9f 10/14/10, r
I zluu
1.0% SLOPE TO 01400'OS Tu 2:1
TO REMAIN
12* SDR 35 PVC" P,1P,1E.
- 1 'A I';
f TOP OF
INVERT OUT=8415
RE: DETAILS 2, -
WALL 92.3
PROPOSED 2'X2
B07TOM OF
CATCH BAS I
WALL=89.8
- :RIM-86 45
I NV OUT :84.45
L�l/ ,f� __._i : ..i a .._ a_F �. _?�. .... -_ .;`�,.::7..... _ Iti -.. ° •�,, � ,��� � -°°: � �i 91.7- =---�
2" DIA. WEEP HOLES 0 UPHILL EDGE OF
CONCRETE FILLED W/ PEA GRAVEL 012" ON
CENTER SPACING. COVER ALL HOLES WITH MIRAFI
140N GEOTEXTILE FABRIC.
(AT LOW POINTS AS REQUIRED) PROPOSED SAND SET PAVING
STONES, RE: LANDSCAPE
PLANS FOR STONES AND
PROPOSED COLORED CONCRETE PAVING STONE DEPTH OF SAND (1-1/2
BAND, SEE LANDSCAPE PLANS FOR COLOR & TYPICAL FOR SAND BED).
S EE FINISH, SEE PLANS FOR LOCATION. 8 0
P L A NS
SEE
PLANS
12'
`0
7
-A Y
\1 Z INI A \III
NCOMPAC
MINIMUM x"; -, Wd
3* CLASS 6 UM
BASE COURSE SAND BED WITH OR WITH( MI NIMUM OUT SNOW-MELT TUBING, RE, 3 MASS 6
MECHANICAL FOR ZONES AND BASE COURSE
PROPOSED DOWELS INTO 4* CONCRETE SUB-SLAB TUBING AND LANDSCAPE PLANS
BAND AND ADJACENT (MIN. 2500psi CONCRETE). FOR PAYING STONE SPECS.
SUB-SLAB. EPDXY COATED
#5 R24" B E-AR, 12 LON ON CENTER. G AT EXTERIOR PAVING STONE BANDS WILL REQUIRE DOWELS
INTO THE ADJACENT CONCRETE SUB-SLAB. (#5 EPDXY
COATED RE-BAR AT 2' ON CENTER, WITH A MINIMUM 6
INTO SLAB AND BAND ON ALL EDGES)
SEE PLANS FOR FINISH GRADE,
LOCATIONS AND ELEVATIONS, CONCRETE BANDS, 4000psi MINIMUM STRENGTH
EXTERIOR AND INTERIOR CONCRETE PAVING STONE BANDS
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DESIGNED BY:
RSH
RE\AEWED.-
LIVIL!,
PLC JOB#:
161
DATE: 4/24/2009
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WALKWAY
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ELECTRICAL
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al NEW RETAINING WALL
TOP OF WALL 6" ABOi
PARKING LOT GRADE
TURF
AREA
multi -stem
...
211 multi -stem
SNOW STORAGE
UNIT 9 PATIO ADDITION
1 $ 1 1 0E:)f*"\0f"%0Mn PLANTS I 10
{ IN�:>IIJL HUT. I - 1 Z. Symbol Common Name Latin Name Quantity Size
Colorado blue Spruce Ilicea punoeno As Shown on Man
ASPHALT W V)
PAVING Uj
Of Quaking Aspen flopuluo tremuloidco 43 As Shown on flan
0 1
I Fekino Lilac (tree, form) 5yrinoa pekinctioio 7 2" cal
_j Globe Spruce Ilicea punoctio '010booq 4& #5
0 Rock 5pirea Holoollocuo durrioouo 42 #5
v 0 Mountain 5rlowberry 5ymphoricarpoo oreophiluo 36 #5
0 Katheryne Dykes Foteritilla l"otentilla fructicooa"Katherytic Pykeo 36 #5
v) 0 Cranberry Coto.mcaoter Cotoncaoter apiculatuo 47 #5
> CK
uj Blue Creeper Juniper Juniperuo ocopulorum 'blue Creeper' 22 #5
r r L i o rr �� r o Flowering Perennials Mixed Flantinoo TDO Approx. 2000 of
SNOW STORAGE
D Turf Area Blue Grass Mix Approx. 5200 of
F]
0
1 5now 5toraoc 2-4" Cobble Rock Approx. 1200 of
TURF Rock Outcroppings 1/4-1 Ton River Rook 25 groupings (not Shown)
AREA IRRIGATION NOTES.
ALL TURF AREA5 WILL BE WATERED BY NEW AUTOMATIC 5FRAY IP\P\IGATION5Y5TEM.
ALL GROUND COVEP\5 AND FERENNIAL5 WILL BE WATERED BY NEW AUTOMATIC MICK051"KAY
5Y5TEM. ALL TREE5 AND 15HP\UI3!5 WILL DE WATERED BY NEW AUTOMATIC DRIP 5Y5TEM.
TURF
AREA
REMAINING TREES LIST
. J•?_ •
TRASH
ENCLOSURE
C.
M
Symbol Common Name Latin Name Qty Size
Colorado blue Spruce 1 pumocrio 3 Varies
Quaking Aspen Fopuluo tremuloideo 9 Varies
- LEGEND
5ite Drainage 5yotem
Electrical 5y5tem
Mechanical 5y5terri
Site Triangle
W11
original submittal:
19/1)EC/07
revisions:
- Unit 3 Patio Addition
25/JAN/10 Ifola
Unit 3 Patio Changes
03/FEBA�fola
Unit 9 Patio Addition
03/FE[3/10 Ifola
Additional Trees
fola
10/MAY/10 'a
Additional Trees _
14/MAY/10 01 ]Fa
l3i,
joer & more Trees
265/MAY/10
Ifola
Revioe plant quantitie'E
1& /JUNE /10
Ifo la
Fool fence, locations
22/JUNE/10
Ifola
RIE 'JI'M,4
APPkF10
0'r d �' fo
Scale in Feet
0 5 10 20
i ll = 10 #
AIL
[to]
0 k ,, -1 vK � " , " i t- " T�"'i t
NOTE: FOR PROJECT BIDDING, USE ACOMPANYING MATERIALS LIST
INCLUDED IN LANDSCAPE SPECIFICATION. PLANT LOCATIONS
ARE APPROXIMATE AND WILL BE FIELD STAKED.
LANDSCAPE
PLAN
revisions con't:
Acid Ent Fla Stone
20/OCT/10 fgla
Hot Tub Relocation
20/OCT/10 fola
1 Wall Updated
20/OCT/10
Ifola
Add Revision Clouds
20/OCT/10
Ifola
7
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PL�N CHECK COMMENTS
06 10/09
ADDENDA #2
07/09/09
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06/24/10
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05/20/10
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06/24/10
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SITE PLAN
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ISSUE RECORD
PER CIVIL
SECTION
A102 ) 1/2" = I _O"
24
24F— #4@16" O.C.
BOND BEAM
WITH 2 #4 CONT.
30
L #4@16" O.C.
NOTE ALL 2X MATERIAL TOBEVVOLMANIZED
[ Pld r m —
M ELEVATION TRASH ENCLOSURF
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RB HEAD''
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KYNAR SHEET METAL CAP '
COLOR TD MATCH BUILDING
METAL ROOF TOMATCH
POOL BUILDING OVER
ICE &VVATER8H|ELD
5/8" PLYWOOD
H2.5 EACH RAFTER
FLASHING
2X18BLOCKING
1/2" DIAMETER A.B.
@32"O.C.
PLATE & CANT STRIP
2X10@24''O.C.
2X10BLOCKING
H2.5 EACH RAFTER
2XiO LEDGER WITH (
8x8x0 CMU WITH #4 @ 16"{l[.
WITH 2#4 CONT (GROUT SOLID)
4" FIBER REINFORCED
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4" BASE COURSE
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1 110.21.10
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NOTE:
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ON PARKING SPACE, ACCESS AISLE AND
ACCESSIBLE ROUTE
SECTION 2 AT TRASH ENCLOSURE
/ 1�"=1�O"
� �����
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3
«i»9
KYNAR SHEET METAL CAP -
COLOR T0 MATCH MA BUILDING
METAL ROOF OVER ICE &
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MATCH POOL BUILDING
2 X 10 RAFTERS -
BOLT ADJACENT RAFTERS TO
CK4U WALLS WITH (1)5/8
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2X10 LEDGER WITH 2
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BEAM TOP WITH 2#4CONT.
(GROUT SOLID)
PROPERTY LINE
4" FIBER REINFORCED
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NOTE ALL 2X MATERIAL TOBEVVOLMANIZED
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NOTE ALL 2X MATERIAL TOBEVVDLMAN|ZED
RB HEAD''
ANSITION TO O" H RE
KYNAR SHEET METAL CAP '
COLOR TD MATCH BUILDING
METAL ROOF TOMATCH
POOL BUILDING OVER
ICE &VVATER8H|ELD
5/8" PLYWOOD
H2.5 EACH RAFTER
FLASHING
2X18BLOCKING
1/2" DIAMETER A.B.
@32"O.C.
PLATE & CANT STRIP
2X10@24''O.C.
2X10BLOCKING
H2.5 EACH RAFTER
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1 110.21.10
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SECTION 2 AT TRASH ENCLOSURE
/ 1�"=1�O"
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3
«i»9
KYNAR SHEET METAL CAP -
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4" BASE COURSE
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1660E Vail Valley Dr. Fallridge C-1
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G
NOTE:
SEE SHEET O3.0 FOR SLOPE COMPLIANCE
ON PARKING SPACE, ACCESS AISLE AND
ACCESSIBLE ROUTE
SECTION 2 AT TRASH ENCLOSURE
/ 1�"=1�O"
� �����
ENLARGED ANSI 117.1 1998 COMPLIANCE
3
«i»9
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COLOR T0 MATCH MA BUILDING
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1660E Vail Valley Dr. Fallridge C-1
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I ISSUE RECORD I
a
NEW METAL ROOF -
COLOR TO BE
BRONZE KYNAR
ALPINE SNOW CLIP
SYSTEM TO BE
INSTALLED
NEW BOARD & BATTAN
FINISH - COLOR TO
MATCH MAIN BUILDING
STUCCO FINISH - REF.
DETAIL ON THIS SHEET
NEW 3'-0" x 6'-8" DOOR -
FULL PANEL LOUVER
'T LEVEL
7'- 7 1
A103 ) 1/2" = 1
% POOL BLDG WEST ELEV-.
A103 ) 1/2" = 1 ' -0"
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8187'- 7 1/2
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SECOND LEVEL
8196'- 5 1/2"
EXISTING 2x6 STUD
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5/8" TYPE "X" GYPSUM
BOARD
EXISTING BATT
INSULATION
EXISTING CMU WALL
STUCCO FINISH
PBLDG DETAIL
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j,
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101
POOL BLDG SOUTH ELEVI
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A103
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05.20.10
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10.21.10
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SECOND LEVEL
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A103
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8187'- 7 1/2
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FAM
05.20.10
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10.21.10
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07466 - FIBER CEMENT SIDING
08560 - METAL CLAD WOOD WINDOW
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09220 •
0..00 MASONRY
0641 - EXTERIOR WOODWORK - COLUMN
RIDGE ELEV. 1
8242'- 5"
RIDGE ELEV. 2 /�
8237'- 11 Z/
_ RIDGE E LEV. 3
8236'- 11 "
FOU LEVEL
8220'- 7 1/2"
FOURTH LEVEL
_NORTH
8218'- 6 1 /4"
THIRD LEVEL
8207'- 7 1/2"
- — THIRD LEVEL
_NORTH
8205'- 6 1/4"
SUITES 5 & 7
8196'- 7"
SECOND LEVEL
8196'- 5 1/2"
FIRST LEVEL
8187'- 7 1 /2"
- — SUITE 3
-
8187'-
1 1/2
UPPER LEVEL
- LOBBY
8 8186'- 3 1/2"
LOBBY LEVEL
- — 8182' - 6"
LOWER LEVEL
8177' - 8"
06410 - EXTERIOR WOODWORK - CORBEL
08560 - METAL CLAD WOOD WINDOWS AND DOORS
07466 - FIBER CEMENT SIDING
05720 - ORNAMENTAL METAL RAILING
07315 - SYNTHETIC
SHAKES
RIDGE ELEV. 1
_ RIDGE ELEV. 3
8236'- 11 .1
FOURTH LEVEL
FOURTH LEVEL
_
NORTH
8218'- 6 1/4"
1 1. 0 i►
8207'- 7 1/2" v
THIRD LEVEL
ORTH
K05'- 1/4"
_SECOND LEVEL
8196' - 5 1/2"
NEW FRENCH A8
DOORS INTO SUITE 2
SUITE 3
8187 1 1/2
UPPER LEVEL
LOBBY n
DWER LEVEL
8177'- 8"
07315 - SYNTHETIC SHAKES
09220 - STUCCO
06410 - EXTERIOR WOODWORK - CORBEL
05720 - ORNAMENTAL METAL RAILING
NEW FRECH DOORS -'
INTO SUITE 2
08560 - METAL CLAD_
WOOD WINDOW
True Elevation 1 ( True Elevation 2
(" 3
A301j ,e -1° ' °b -,° �A301
A305
REC m$11,1
RRST
A R C H I T E C T S
ISSUE
VENEER ASSEMBLIES LOWER LEVEL
01
8177'- 8"
Vail, CO 81657 vailarchitects.com
P
£(970) 476 -4901 p.(970) 476 -6342
N RE7, F
02
` `
P
ELEVATIONS
i4 14 1:
BUILDING PERMIT S',
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1. 1 1•
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A R C H I T E C T S
_ 04400 -MASONRY - 81$2' - 6
VENEER ASSEMBLIES LOWER LEVEL
1650 E Vail Valley Dr. Fallridge C -1
8177'- 8"
Vail, CO 81657 vailarchitects.com
IT y()? -
£(970) 476 -4901 p.(970) 476 -6342
N RE7, F
TRUE
` `
ELEVATIONS
•
w
•
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•
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D EME N T SIDING LOBBY LEVEL
A R C H I T E C T S
_ 04400 -MASONRY - 81$2' - 6
VENEER ASSEMBLIES LOWER LEVEL
1650 E Vail Valley Dr. Fallridge C -1
8177'- 8"
Vail, CO 81657 vailarchitects.com
IT y()? -
£(970) 476 -4901 p.(970) 476 -6342
N RE7, F
TRUE
` `
ELEVATIONS
1/8" = 1' -0"
— RIDGE ELEV_ – � J
8236'- 11 "
FOURTH LEVEL
FOURTH
•� w
8218 •
THIRD LEVEL
N ORTH
— 8205' - 6 1/4"
NEW OPEN ARCHWAY INTO
COVERED PATIO
SEC
i 9•
SUITE 3
8187 1 1/2
UPPER LEVEL
LOBBY Ar\
I
A302
07466 - FIBER CEMENT SIDING
NEW OPEN
ARCHWAY
INTO
COVERED
PATIO
I
09220 - STUCCO
05720 - ORNAMENTAL METAL RAILING
08560 - METAL CLAD WOOD WINDOWS AND DOORS
04400 - MASONRY VENEER ASSEMBLIES +
711mi
07315 - SYNTHETIC SHAKES
07466 - FIBER CEMENT SIDING
05720 - ORNAMENTAL METAL RAILING
09220 - STUCCO
True Eleva tion 4 i 2 `, True Elev 5 i 3
„ �\ '
A302 j 1:e" - ��� _._. i A302 i 'a ;;..o. �A302
VV..3VV - EVIL- I Inn- VI -1 VvI -/1IV VVIIYVIIVVV PliYV VVVE \V
04400 - MASONRY VENEER ASSEMBLIES
111 11mro m*e ['01,
1/8" = 1' -0
• �C
824
RIDGE ELEV. 2
823
R I DGE E LEV.
• '
FOURTH LEVEL
FOURTH LEVEL
- -N O • L
8218 •
THI LEVEL
N OR TH
82 6 - 5 1 - - 6 /
SECO LEVEL
8196'- 5 1/2°
SUITE 3
1
UPPER LEVEL
r r
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8186
L OBB Y
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L OWER LE VEL
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ARCHITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vailarchitects.com
t.(97()) 476 -4901 p.(V /U) 4 /b - bJ4�
TRUE
ELEVATIONS
07315 - SYNTHETIC SHAKES
07466 - FIBER CEMENT SIDING
05720 - ORNAMENTAL METAL RAILING
08560 - METAL CLAD WOOD WINDOWS AND DOORS
04400 - MASONRY VENEER ASSEMBLIES
ft True Elevation - 7
A303 ) 1/8" = 1' -0"
RI
824
RI
FOURTH LEVEL
/ 8220'- 7 1/2" v
FOURTH LEVEL
_ N ORTH
8218'— 6 1/4
- r
THIRD LEVEL
_ NORTH
8205'— 6 1/4"
09220 - STUCCO
SEC OND LEVEL �,
8196
FIRST LEVEI
r
SUITE 3
U P PER
\
8186'— 3 1/2"
OWER LEVEL
8177' -8"
1 a033
1
07315 - SYNTHETIC SHAKES
07466 - FIBER CEMENT SIDING
06410 - EXTERIOR WOODWORK - CORBEL
05720 - ORNAMENTAL METAL RAILIN
04400 - MASONRY VENEER ASSEMBLIES
R I D GE 1&_True Elevation 8
:
,
R I D GE
8236'— 11" v
A
FOURTH LEVEL
NORTH
8218'— 6 1 /4"
THIRD LEVEI
THIRD LEVEL
NORTH
8205'— 6 1 /4"
SUITES 5 & 7 rr
8196' -7" \-w
SE COND L
8196 — 5 1 /2"
S c
818
U PP ER
LO BB Y ,
8186
L OBB Y
8182 •
L OWER LEVEL •
;
07315 - SYNTHETIC SHAKES
07466 - FIBER CEMENT SIDING
05720 - ORNAMERM METAL R .It�G
08560 - METAL CLAD WOOD WIND ,. D DOORS
09220 - STUCCO
04400 - MASONRY VENEER ASSEMBLIES
N R
SU
8187' - 1 1 /2"
UPPER LEVEL
ffm�
[& Elevation 9
A303 ) "" "' -o"
1' -o"
— RIDG E LEV . 3 �
8236'- 11"
,----A
FOURTH LEVEI
FOURTH LEVEL
NO
Fa -r
THIRD LEVEL
_NORTH
8205' - 6 1 i4"
• i LEVEL
81 96'—
B_201 -
M
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vailarchitects.com
t.(9 /U) 4/6-49U I p.(V/U) 4 /b -0.54s
TRUE
ELEVATIONS
ISSUE O.
01
PROGR
02
P
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r -
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P L A N CHECK COMMEh
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ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vailarchitects.com
t.(9 /U) 4/6-49U I p.(V/U) 4 /b -0.54s
TRUE
ELEVATIONS
i
w
�
•
w
w
•
•
w
s
�
•
i•
B_201 -
M
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vailarchitects.com
t.(9 /U) 4/6-49U I p.(V/U) 4 /b -0.54s
TRUE
ELEVATIONS
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vailarchitects.com
t.(9 /U) 4/6-49U I p.(V/U) 4 /b -0.54s
TRUE
ELEVATIONS
07466 - FIBER CEMENT SIDING
07315 - SYNTHETIC SHAKES
05720 - ORNAMENTAL METAL RAILING
RIDGE ELEV. 1
i rwrr�w �
•
R I D GE
82
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om
2
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A°e
FA
09220 - STUCCO
t
08560 - METAL CLAD WOOD DOOR
04400 - MASONRY VENEER ASSEMBLIES
06410 - EXTERIOR WOODWORK - CORBEL
1
A402
0 FIRST LEVEL
8187'- 7 1/2"
SUITE 3
- -
8187'- 1 1/2"
UPPER LEVEL
- LOBBY
8186' - 3 1/2"
LOBBY LEVEL
8182'- 6"
LOWER LEVEL
8177'- 8"
11 True Elevation
FOURTH LEVEL
8220'- 7 1/2" ` w
FOURTH LEVEL
_ NORTH
8218'- 6 1/4"
IN
04400 - MASONRY
t�
I
0
i
1
A401
B
I
07315 - SYNTHETIC SHAKES
09220 - STUCCO
07466 - FIBER CEMENT SIDING
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it
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8237 I
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NORTTH
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ISSUE REC
1 : 01 . 23 . 08
P
THIR
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BUIL DING -
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ASI #13
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8196
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UPPER LEVEL
08560 - METAL CLAD WOOD WINDOWS AND DOORS
04400 - MASONRY VENEER ASSEMBLIES —
05720 - ORNAMENTAL METAL RAILING
8186'- 3 1/2"
- --I - LOBBY LEVEL
8182'- 6"
LOWER LEVEL
8177'- 8"
10 ! 2 ,True Elev ation 11 ("3 True Elevation 12
07315 - SYNTHETIC SHAKES
07466 - FIBER CEMENT SIDING
05720 - ORNAMENTAL METAL RAILING
08560 - METAL CLAD WOOD WINDOWS AND DOORS
A304 ) 1 /8" =11 -0°
R I D GE
-
RIDG _ELEV 3/1
8236'- 11 "
FOURTH LEVEL
FOURTH LEVEL
_NORTH
8218'- 6 1/4"
THI LE VEI
THIRD LEVEL
_ _NORTH
8205'- 6 1/4"
- SECOND LEVEL
8196'- 5 1/2"
S UITE 11 3 /1
818f' 1 2���.��
UPPER LEVEL
A304 ) 1/8 = 1y -0°
ate' P � GNP
s �� I
v
B -20�
,A'
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vailarchitects.com
1.1970) 476 -4901 p. (970) 476 -6342
TRUE
ELEVATIONS
A304 �HI
ISSUE REC
1 : 01 . 23 . 08
P
02 . 2 0 . 08
,'PR
i4 14 t:
BUIL DING -
i !•
'BUIL DING .
Ir t i•
4
i 1• t•
, ADDENDA# 2
1 12. 0 3.
ASI #13
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B -20�
,A'
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vailarchitects.com
1.1970) 476 -4901 p. (970) 476 -6342
TRUE
ELEVATIONS
A304 �HI
4
•
i
•
•
*
f
s
•
B -20�
,A'
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vailarchitects.com
1.1970) 476 -4901 p. (970) 476 -6342
TRUE
ELEVATIONS
A304 �HI
07315 - SYNTHETIC SHAKES
07466 - FIBER CEMENT SIDING
08560 - METAL CLAD WOOD WINDOWS AND DOORS
05720 - ORNAMENTAL METAL RAILING
06410 - EXTERIOR WOODWORK - CORBEL 7
A305
A305
2
1 A305
DO'3' 1
06410 - EXTERIOR WOODWORK - CORBEL
07315 -SYNTHETIC SHAKES —
07466 - FIBER CEMENT SIDING —
08560 - METAL CLAD WOOD WINDOWS AND DOORS
05720 - ORNAMENTAL METAL RAILING
RIDG EL EV. 1
82_42'- 5"
RIDG ELEV. 2
8f37'- 11 "
RIDGE ELEV. 3
8236'- 11 " v
FOURTH LEVEL
ME
8227' -6 1 /4"
FOURTH LEVEL
8220'- 7 1/2"
FOURTH LEVEL
_NORTH
8218` - 6 1/4"
THIRD LEVEL
THIRD LEVEL
N
'
8206
1
•
04400 - MASONRY VENEER ASSEMBLIES
09220 - STUCCO
True Elevation
A305 � ° -O
A ,
• r • ,
FIRST LEVEL -- h
SUITE 3
��
::
U PPER ■ ■
L OBBY
,
8186 ,
L OBB Y
\L�OWE�RLEVEL
04400 - MASONRY VENEER ASSEMBLIES
09220 - STUCCO
RIDGE ELEV. 1
RIDGE ELEV. 3 Ax
8236'- 11
FOURTH LEVEL
8220'- 7 1/2
F LEVEL
N O - h
w
THIRD LEVEL
NORTH
ORTH
8205'- 6 1 /4"
SECOND LEVE
8196'- 5 1/2
'� -�� //
_ SUIT . 3 /1
8187'- 1 1/2" V
UPPER LEVEL
DWER LEVEL
8177'- 8
05720 - ORNAMENTAL METAL RAILING
07315 - SYNTHETIC SHAKES
08560 - METAL CLAD WOOD WINDOWS AND DOORS
07466 - FIBER CEMENT SIDING
06410 -EXTERIOR WOODWORK -CORBEL
13 ('_2`, True Elevation 14 % "3�,, True Ele vation 15
� A305 -) 1/8" = 11-01, A305 1/8" = 1
RIDGE ELEV. 1
8242'- 5" `-/
RIDGE ELEV. 2 /--�
8237' - 11 "'
RIDGE E LEV. 3
8236'- 11 "
FOURTH LEVEL
8220'- 7 1/2
FOURTH -��
L E TE
N
C i it
8207'- 7 1/2" \-/
THIRD LEVEL
_ _NORTH
8205' - 6 1 /4 "'
SUITES 5 & 7
8196'- 7"
_
SECOND _LEVEL
8196' -51/2"
FIRST LEVEL
,�
• - a
: r
U PPER . •
LO BB Y `
lqg 'i I x.
ER GI REM .
10-
ll ..
�:..
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vai larch itects.com
f.(970) 476 -4901 p.(970) 476 -6342
TRUE
ELEVATIONS
ISSUE RECORD
1 01 . 23 . 08
P
1 1 1:
P
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r .
04
r r •
.
� 06 . 10 . 09
, PLAN •
1 1 • i'
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ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vai larch itects.com
f.(970) 476 -4901 p.(970) 476 -6342
TRUE
ELEVATIONS
P r*
w
•
i
•
as
s
'
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vai larch itects.com
f.(970) 476 -4901 p.(970) 476 -6342
TRUE
ELEVATIONS
P r*
ARCH ITECTS
1650 E Vail Valley Dr. Fallridge C -1
Vail, CO 81657 vai larch itects.com
f.(970) 476 -4901 p.(970) 476 -6342
TRUE
ELEVATIONS