HomeMy WebLinkAboutB15-0026_A2.0_1438367880.pdf0' 10' 20' 30'
N87°30'49"W 55.66'
S06°21'00"E 107.25'
S55°36'40"W 82.50'
N34°23'20"W 168.66'
=25°22'52"
R=230.00'
L=98.01'
BRG=N80°16'45"E
C LEN=97.27'
TELEPHONE PEDESTAL
WATER VALVE
CABLE TV PEDESTAL
GAS METER
SANITARY SEWER MANHOLE
LIGHT/LIGHT POLE
DENOTES DECIDUOUS TREE W/ APPROX. TRUNK DIAMETER
DENOTES CONIFEROUS TREE W/ APPROX. TRUNK DIAMETER
LEGEND
ELECTRIC METER
SPRINKLER VALVE
WATER CURBSTOP
DRAIN
ELECTRIC JUNCTION BOX
DENOTES BUSH W/ APPROX. DRIPLINE DIAMETER
X.X'
X.X'
X'
0.7'
0.5'(2)
0.7'
0.7'
0.5'
0.4'
0.4'
1.0'
1.0'
1.0'
1.0'
1.0'
1.0'
0.7'
0.7'
0.7'
0.7'
0.7'
0.7'
0.8'
0.8'
0.8'
1.0'
1.0'
0.4'
0.5'
0.4'
0.4'
1.5'
1.5'
1.2'
1.3'
1.3'
1.7'
3.0'
0.4'
10'
10'
10'
5'
15'
EM
P
TV
S
S
CS
WV
TV
P
EM
WV
GM
S
CS
GM
N 8298
N 8299
E 8298
E 8299
E 8300
E 8297
E 8296
E 8295
E 8294
E 8293
2" / 12"
E 8297
E 8298
E 8299
E 8300
E 8300
E 8301
E 8302
E 8302
E 8301
E 8302
E 8303
E 8304
E 8301
E 8302
E 8303
E 8304
E 8304
30' STREAM SETBACK
FROM BOOTH CREEK
LINE OF 100 YR FLOOD HAZARD ZONE AE
SEWER MANHOLE
RIM ELEV. @ 8297.6'
INV. ELEV. @ 8288.6'
50' STREAM SETBACK FROM GORE CREEK
EDGE OF GORE CREEK
EDGE OF BOOTH CREEK
15' REAR SETBACK
15' SIDE SETBACK
15' SIDE SETBACK
20' FRONT SETBACK
OUTLINE OF EXISTING
STRUCTURE BEING REMOVED
OUTLINE OF EXISTING STRUCTURE BEING REMOVED
1 13/16" / 12"
C
URVED ROOF
1 9/16" / 12"
CURVED ROOF
E 8300
1 1/4" / 12"
CURVED ROOF
E 8299
N 8
2
9
7
N 8298
N 8299
N 8300
N 8
3
0
1
N 8302
N 8302
N 8304
N 8301
6% SLOPE
LOWER LEVEL FINISHED FLOOR @ 8294' - 8 1/2"
MAIN LEVEL FINISHED FLOOR @ 8305' - 2"
UPPER LEVEL FINISHED FLOOR @ 8316' - 2 1/2"
10% SLOPE
8% SLOPE
8% SLOPE
STONE SPA
FIRE PIT-30 MIN. TIMER REQ'D W/ 3/4" MAX GAS LINE PIPE SIZE.
LINE OF EXISTING DECK TO BE REMOVED
LINE OF EXISTING
WALL TO BE
REMOVED
LINE OF EXISTING
WALL TO BE
REMOVED
LINE OF EXISTING
WALL TO BE
REMOVED
T.O.W. @ 8301' - 0"
B.O.W. @ 8298' - 6"
HEATED CONC. DRIVEWAY
T.O. STRUCTURE @ 8324' - 6 5/8"
EXISTING GRADE @ 8299' - 2 3/4"
FINISHED GRADE @ 8305' - 0"
T.O. STRUCTURE @ 8325' - 5 7/8"
T.O. STRUCTURE @ 8324' - 8 7/8"
N 8303
BOOTH CREEK DRIVE
(1) BUSH TO BE REMOVED
(2) BUSHES TO
BE REMOVED
(1) ASPEN
TO BE
REMOVED
(1) ASPEN
TO BE
REMOVED
(2) ASPENS TO BE
REMOVED
(2) PINES TO BE
REMOVED
(1) ASPEN TO BE REMOVED
(1) PINE TO BE
REMOVED
(7) ASPENS TO BE REMOVED
*1
8305' - 1"
8305' - 1"
8305' - 2"
8305' - 1"
8305' - 0"
8302' - 7"
8303' - 0"
8301' - 4"
8301' - 6"
T.O.W. @ 8303' - 0"
B.O.W. @ 8302' - 0"
(1) 9X19 EXT.
PARKING SPACE
(3) 9X18 ENCLOSED
PARKING SPACES
4' UNHEATED CONCRETE PAN
(CENTER OF PAN 3" LOWER THAN
SIDES)
5' SETBACK FROM STREET FOR
SHRUBS, PERENNIALS/ANNUALS,
ETC.
10' SETBACK FROM EDGE OF STREET
FOR RETAINING WALLS AND OTHER
PERMANENT OBSTRUCTIONS IE
BOULDERS
BOULDERS AND WATER
FEATURE ARE MINIMUM 2' SET
BACK FROM PROPERTY LINE
HATCHED REGION SHOWS DRIVEWAY SNOW MELT
HEAT SYSTEM IN STREET RIGHT OF WAY IS ON A
SEPARATE ZONE AND LABELED AT THE CONTROL BOX
NEW SEWER LINE CONNECTS TO
EXISTING EAGLE RIVER WATER
AND SANITATION DISTRICT
SEWER LINE 1' OFF OF MANHOLE
4' ROOF
ENCROACHMENT
LINE
5' DECK
ENCROACHMENT LINE
7' - 6" PATIO SET BACK
T.O. STRUCTURE @ 8333' - 1 5/16"
T.O. STRUCTURE @ 8326' - 6 1/16"
8302' - 7"
(1) 9X19 EXT.
PARKING SPACE
(1) PINE TO
BE REMOVED
8302' -0"
8302' -0"
5% SLOPE
(1) BUSH TO
BE REMOVED
TRANSFER GUTTER
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
DOWNSPOUT
RIVER ROCK COBBLE TYP. AT
GUTTER DAYLIGHTS. PROVIDE HEAT
TRACE FROM END OF GUTTER
DAYLIGHT ALL THE WAY THROUGH
BURIED PIPE AND UP DOWNSPOUT
AND THROUGHOUT GUTTER TYP.
EXISTING GAS
METER LOCATION
GAS METER LOCATION
PAINTED TO MATCH
ADJACENT STONE WALL
ELECTRIC METER LOCATION
(PAINTED TO MATCH
ADJACENT STONE WALL)
EXISTING ELEC.
METER LOCATION
LOW WALL
TO PROTECT
GAS METER
T.O.W. @ 8306' - 8"
SNOW STORAGE
AREA IS 230 SF
T.O.W. @ 8305' - 0"
B.O.W. @ 8302' - 0"
(2) ASPEN TO
BE REMOVED
N 8300
N 8301
N 8302
N 8303
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
NEW LINE TO TV CONNECTION BOX
DOWNSPOUT FOR DECK
RIVER ROCK COBBLE TYP. AT
GUTTER DAYLIGHTS. PROVIDE HEAT
TRACE FROM END OF GUTTER
DAYLIGHT ALL THE WAY THROUGH
BURIED PIPE AND UP DOWNSPOUT
AND THROUGHOUT GUTTER TYP.
DOWNSPOUT
DOWNSPOUT FOR DECK
RIVER ROCK COBBLE TYP. AT
GUTTER DAYLIGHTS. PROVIDE HEAT
TRACE FROM END OF GUTTER
DAYLIGHT ALL THE WAY THROUGH
BURIED PIPE AND UP DOWNSPOUT
AND THROUGHOUT GUTTER TYP.
PROPOSED OUTLET OF PERIMETER
DRAIN S AS SHOWN ON HPGEOTECH
DRAWINGS. PROVIDE HEAT TAPE TO
PROTECT FROM FREEZING
2" / 12"
8% SLOPE
8305' - 1"
8304' - 6"
8304' - 6"
N
8
2
9
8
N 8
2
9
9
8303' - 5"
8305' - 0 7/16"
8303' - 2"
8303' - 0 1/4"
8303' - 0 5/8"
8303' - 5"
T.O.W. @ 8305' - 11"
1%
1%
8304' - 11 5/16"
N 8303
8% SLOPE
N 8304
N 8200
N 8201
N 8202
T.O.W. @ 8307' - 5"
1%
T.O.W. @ 8305' - 0"
B.O.W. @ 8303' - 0"
T.O. STRUCTURE @ 8332' - 0 1/2"
1%
8297' - 6 9/16"
8297' - 6 9/16"
GENERAL NOTES:
LOT SIZE IS .3679 ACRES, EQUAL TO 16,024 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 16 LIGHTS ARE ALLOWED. 16 EXTERIOR LIGHTS 18" ABOVE
GRADE ARE PROPOSED. SEE ELEVATIONS AND REFLECTED CEILING 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). DOES NOT INCLUDE 6 1/2" INSULATION PANEL OR
APPROX. 1" OF ROOFING.
*1- ROOF RIDGE HEIGHT @ SHEATHING = 8332' - 0 1/2"
EXISTING GRADE BELOW RIDGE= 8299' - 2 3/4"
ROOF HEIGHT = 32' - 9 3/4"
NOTE: 6 1/2" FOAM INSULATION PANEL IS ALLOWED TO EXTEND ABOVE THE HEIGHT LIMIT BY 8".
4.) SNOW STORAGE CALCULATIONS:
IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE
TOTAL HEATED DRIVEWAY AREA= 2,270 SF
THEREFORE 227 SF IS NEEDED FOR SNOW STORAGE
TOTAL SNOW STORAGE AREA PROVIDED= 230 SF, WHICH EXCEEDS THE REQUIREMENT OF 227 SF.
5.) TOTAL NUMBER OF TREES AND BUSHES BEING REMOVED IS 21:
(TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN)
4 BUSHES
14 ASPENS
3 PINES
6.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES.
8.) TRIM EXISTING TREES AT DRIVEWAY ENTRANCES AS REQUIRED TO COMPLY WITH TOWN OF VAIL CODE 14-3-
1 TABLE 2 SIGHT DISTANCE TRIANGLE. VERIFY IN FIELD
Scale
Drawn by
Checked by
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
Issue Date
REVISION
As indicated
3/16/2015 9:11:14 AM
A2.0
SITEPLAN
AG
HB
FLEEGER RESIDENCE
02/03/2015
2950 BOOTH CREEK DR, VAIL VILLAGE FILING
11, BLOCK 3, LOT 2
BUILDING PERMIT SET
1" = 10'-0"
1
SITE PLAN
No. Revision Date
Revision
Description
ADDED NOTE
SUBMITTED FOR
FLOOD PLAIN
USE PERMIT
Utility Easement
Required, within
Streamtract.
Contact the
Town of Vail
Public Works
Department
07/31/15