HomeMy WebLinkAboutB16-0402_A2.0_1490108423.pdf0.1670 AC.78°16'40"
131°07'29"133°58'05"
19.6'
14.6'
3.0'
13.3' 7.2'
16.0'
9.6'16.6'
23.4'
1.5'
15.2'
22.2'
16.4'
4.0'22.2'
23.1'
2.0'
15.9'
2.0'
0.2710 AC.ENTRY
EL= 8261.4'
SPRI
NKLER
VALVE (TYP)
DITCHPEAK
EL= 8283.2'
FLAGSTONEWALK
STAIRSCONC.
DRI
VE
ROCK WALLCMP
GAS MARKER
EDGE OF ASPHALT
ROAD
CURB & GUTTERSEWER MHBENCHDECK
TV PED
PHONE PEDFENCE
POSTFND. PIN & YELLOW PLASTIC
CAP LS #2568FND. #5 REBARFND. #3 REBARFND PIN & ORANGE PLASTIC
CAP LS #2183FND PIN & ALUM. CAP
LS #26598
WOOD RETWALL (TYP)DECK
EL= 8261.1'DECK
EL= 8261.1'
DITCHDITCHPEAK
EL= 8286.8'
FLAGSTONEWALKST
AIRS
STAIRS
ROCK WALLTV PEDGAS METER
SI
GN
SI
GN
SI
GNCURB & GUTTER
EDGE PAVERS
DECKFENCE
POSTCONC. PADFLAGSTONE
WALK
ENTRY
EL= 8252.3'
ENTRY
EL= 8252.4'
GARAGE SLAB
EL= 8252.2'
EL= 8260.1'3 STORY STUCCO/WOOD SIDED
/ROCK VENEER RESIDENCE
SCULPTUREM
EAS RIM EL=8248.4'MEAS INV EL=8238.0'P T A R M I G A N R O A D (50' ROW)
PART
OF LOT 3
TRACT F
PART OF LOT 3LOT 4
UNPLATTEDV
A I L V A L L E Y D R I V E (50' ROW)
N 40°50'49" W 198.79'
S 00°16'40" W180.22'73.00'
N 79°07'29" W 49.84'
15.00'
N 10°52'31" ES 45°42'10" E 142.15'
=33°25'10"R=125.00'L=72.91'T=37.52'C
LEN=71.88'BRG=S 27°34'56" W
=16°34'44"R=125.00'L=36.17'T=18.21'
C LEN=36.04'BRG=S 52°34'53" W=90°00'00"R=15.00'L=23.56'T=15.00'C LEN=21.21'BRG=N 55°52'31" E
49.8
49.349.149.5
49.8
50.1
50.4
51.5
53.553.852.352.9
56.8
54.2
54.4
54.3
54.754.9
55.5
59.759.9
59.6
59.8
59.260.2
60.5
60.760.760.360.460.5
60.2
61.3
60.8
59.4
59.3
58.7
52
.255.1
52.2
52.1
54.8
51.9
58.8
62.5
65.667.2
69.4
76.4
76.4
76.376.8
76.6
76.5
11.790.0
65.0
54.5
54.552.452.552.4
53.453.652.3
50.3
51.3
52.2
51.0
50.451.151.1
51.7
51.952.1
52.5
52.552.2
53.552.4
52.5
58.6
58.6
52.3
52.4
55.5
52.8
52.953.753.6
52.9
52.7
53.1
49.049.0
48.9
48.748.8
48.7
49.0
48.8
49.1
47.9
47.6
47.8
47.6
48.148.4
48.6
48.5
48.7
49.0
48.749.3
49.0
49.5
49.0
GASS
TV
GM
T
V
P
15' SIDE
SETBACK
20' FRONT SETBACK
LOWER LEVEL FINISHED FLOOR @ 8252' 4 1/2"
MAIN LEVEL FINISHED FLOOR @ 8261' 4 1/2"
UPPER LEVEL FINISHED FLOOR @ 8270' 4 1/2"
9'X19'
PARKING
SPACE
9'X19'
PARKING
SPACE9'X19'
PARKING
SPACE
9'X18'
PARKING
SPACE
9'X18'
PARKING
SPACE
*1
*2
*3
*4
PROPOSED BOULDER WALL
PROPOSED BOULDER WALL
15' REAR
SETBACK
15' SIDE
SETBACK
INDICATES VERY APPROXIMATE LOCATION OF
HIGH HAZARD DEBRIS AVALANCHE LINE
PRE-EXISTING GRADE @ 8255' - 3"
EXISTING FLAGSTONE
PATH TO REMAIN
4%
2% PRE-EXISTING 8256'
PRE-EXISTING 8258'
PRE-EXISTING 8254'
INDICATES VERY APPROXIMATE LOCATION OF
POSSIBLE AVALANCHE INFLUENCE ZONE
INDICATES VERY APPROXIMATE LOCATION OF
MEDIUM SEVERITY ROCKFALL ZONE LINE
EXISTING PATH TO
BE REPLACED
LIMIT OF DISTURBANCE
LINE OF SIGHT
TRIANGLE 3.4°
15' - 0"
250' - 0"
250' - 0"
250' - 1 1/2"
250' - 1 1/2"
EDGE OF PAVEMENT
90.0°
LINE OF SIGHT
TRIANGLE
EXISTING RAILROAD TIE
RETAINING WALLS TO REMAIN 8260
8270
8280
8290
8 3 0 0
8 310
8250
8250
8260
DROP GRADE @ EXISTING RETAINING WALL
TO ACCOMODATE LOWER SILL HEIGHT BELOW
EXISTING CONCRETE DRIVE TO
BE REPLACED WITH NEW ASPHALT
4' MIN. CONCRETE PAN
4' - 0"
NEW 8258' LINE
NEW 8256' LINE
8255' 1/2"
US Mail Only: P. O. Box 2378
Physical / Fedex: 210 Edwards
Village Blvd, Bldg A Suite A103
Edwards, Colorado 81632-2378
(970) 926 4301, Fax: 926 4364
hans@berglundarchitects.com
www . berglundarchitects.com
Scale
Date
Drawn by
Checked by
Issue Date 8/26/2016 3:29:21 PM
1250 PTARMIGAN ROAD
VAIL VILLAGE SUB, LOT 3 & 4, PT OF
BLOCK 8, VAIL, CO
1" = 10'-0"
CROW RESIDENCE
A2.0
SITEPLAN
August 26th, 2016
AH
AG
August 26th, 2016
BUILDING PERMIT SET
1" = 10'-0"
1
SITE PLAN
NORTH 0' 10' 20' 30'
GENERAL NOTES:
LOT SIZE IS .437 ACRES EQUAL TO 19,036 SF
1.) SEE L-1 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION
CONTROL NOTES
2.) EXTERIOR LIGHTING-
1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 19 LIGHTS ARE ALLOWED. 10 EXTERIOR
LIGHTS 18" ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE,
LOCATION AND NUMBER OF FIXTURES.
3.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON ROOF PLAN):
MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL ROOF TO FINISHED OR
EXISTING GRADE DIRECTLY BELOW (WHICHEVER IS MORE RESTRICTIVE). ROOF
CALCULATIONS SHOWN ARE FOR UPPER ROOF ONLY WHERE THE ROOF IS CLOSER TO
THE BUILDING HEIGHT LIMIT
*1- ROOF RIDGE HEIGHT @ SHEATHING = 8284' - 2"
FINISHED GRADE BELOW EAVE = 8255' - 7"
ROOF HEIGHT = 28' - 7"
*2- ROOF RIDGE HEIGHT @ SHEATHING = 8287' - 7"
EXISTING GRADE BELOW EAVE = 8254' - 9"
ROOF HEIGHT = 32'- 10"
*3- ROOF RIDGE HEIGHT @ SHEATHING = 8287' - 7"
EXISTING GRADE BELOW EAVE = 8255'- 3"
ROOF HEIGHT = 32' - 4"
*4- ROOF RIDGE HEIGHT @ SHEATHING = 8284' - 2"
FINISHED GRADE BELOW EAVE = 8256'- 3"
ROOF HEIGHT = 27' - 11"
5.) TOTAL NUMBER OF TREES BEING REMOVED: 0
6.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL
ELEVATION NOTES.
8.) ALL AREA DRAINS AND DOWNSPOUT ARE TO BE HARDPIPE TO DAYLIGHT.
EXISTING TREES
TO REMAIN
REVISION SCHEDULE
# DESCRIPTION DATE
Revocable
Right of Way
Permit,
required for
existing and
proposed
improvements
within the
Town of Vai
Right of Way.
Please submit
application
ASAP.
Boulder wall
must be at least
2 feet off
property line.
03/21/17