HomeMy WebLinkAboutDRB150161_A2_1432649880.pdf7950
7 9 6 0
GORE CREEK DRIVE (50' R.O.W.)
LOT 48
1.0'
0.5'
0.7'
0.7'
1.0'
1.0'
1.0'
48
46
52
64
64
52
54
56
46
54
N50°14'06"E
S33°13'43"E 157.67'
74.50'
CS
DN
NEW SLAB
EL = 7949.5'
49.5'
46.8'
47'
48'
49'
6.4% SLOPE
7.8' LENGTH
8% SLOPE12.5' LENGTH
8
% S
L
OP
E
12,5' L
EN
G
T
H
8% SLOPE
5' LENGTH
49.5'
46.8'
47'
8% SLOPE
5' LENGTH
46.8'
47'
8% SLOPE
5' LENGTH
49.5'
49' 10% SLOPE
5' LENGTH
48'
11.7% SLOPE
8.5' L
ENGTH
11.7% SLOPE8.5' LENGTH
49.5'
48.3'
47'
46.7'
18% SLOPE
7.1' LENGTH
10% SLOPE
3' LENGTH
17% SLOPE7.1' LENGTH
2.9% SLOPE
16.7' LENGTH
8% SLO
PE
12,5' LEN
GTH
48'
49'
49'
49.3'
49' 5.8% SLOPE
17.2' LENGTH
49.4'
8% SLOPE
12,5' LENGTH
8% SLOPE
12,5' LENGTH
49'
54.9'
55.3'
CONC. RETAINING WALL
W/ STONE VENEER
TOP OF CAP = 55'-0"
B.O.WALL = 49'-0"
TOTAL HEIGHT = 6'-0"
48'
53'
CONC. RETAINING WALL
W/ STONE VENEER
TOP OF CAP = 53'-4"
B.O.WALL = 48'-0"
TOTAL HEIGHT = 5'-4"
CONC. RETAINING WALL
W/ STONE VENEER
TOP OF CAP = 55'-4"
B.O.WALL = 49'-4"
TOTAL HEIGHT = 6'-0"
CONC. RETAINING WALL
W/ STONE VENEER
TOP OF CAP = 51'-4"
B.O.WALL = 48'-4"
TOTAL HEIGHT = 3'-0"
48.3'
51'
CONC. RETAINING WALL
W/ STONE VENEER
TOP OF CAP = 55'-4"
B.O.WALL = 49'-4"
TOTAL HEIGHT = 6'-0"
54'
56'
56'
48'
HEATED DRIVEWAY ON
PROPERTY
AREA = 730 SQ FT.
SNOW STORAGE REQ'D
10% = 73 SQ. FT.
SNOW
STORAGE AREA
= 73 SQ. FT.
3
A5
4
A5
5
A5
58'
60
62'
64'
7956' - 8"
7956' - 0"
7955' - 4 1/2"
7950' - 0"
STONE CAP
42" GUARDRAIL
36" GUARDRAIL
STAIR HANDRAIL
36" HEIGHT
EXISTING 42"
GUARDRAIL
EXISTING FLAGSTONE
WALK TO RECEIVE
SNOWMELT
7 1/2" STEP
RE-GRADE TO
COVER SIDE OF
STAIRS
EXISTING FLAGSTONE STAIRS
TO RECEIVE SNOWMELT
RE-GRADE AND REMOVE
WALL, THIS SIDE OF
EXISTING WALK
EXISTING LIGHT
FIXTURE TO REMAIN
NEW FLAGSTONE
STAIRS W/ SNOWMELT
6" STEP TO
FLAGSTONE WALK W/
SNOWMELT
R @ 7 3/16"
9
NEW HEATED
GARAGE CONC.
SLAB W/ SLOPE TO
CENTER DRAINS.
OLD SLAB
DEMOLISHED.
NEW SLAB INSTALLED
6" LOWER AT GARAGE
DOOR THRESHOLD.
EXISTING SLAB = 7950'-0"
PROPOSED SLAB = 7949'-6" 15' - 0"
15' - 0"
20' - 0"
SIDE YARD
SETBACK LINE
FRONT YARD
SETBACK LINE
SIDE YARD
SETBACK LINE
NEW 93% MIN. HIGH EFFICIENCY
BOILER FOR GARAGE SLAB AND
DRIVEWAY SNOW-MELT
MASTER WATER VALVE
6
A5
EXHAUST
THROUGH
SIDE WALL
DRAIN OPENING AT 7946'-6"
DRAIN ONTO NATURAL
GRASSES.
EXISTING STONE WALL TO REMAIN
DRAINAGE PIPE FROM RIPRAP
SWALE ABOVE. CONNECT TO
STORM SEWER UNDERGROUND.
FOR SUMMER DRAINAGE ONLY,
NO HEAT TAPE ALLOWED.
EXISTING GRAVEL RIP-RAP SWALE
SWALE TO END AT
DRAINAGE PIPE
SEE SURVEY FOR EXISTING
DRIVEWAY DATUM
ELEVATIONS.
THE GRADE HAS BEEN
IMPROVED BY APPROX 2%.
DRIVEWAY HEATING NOTE:
PROVIDE SECOND ZONE FOR
ALL UNDER-PAVER HEATING
TUBES WITHIN TOWN RIGHT-
OF-WAY.
20' - 9"
10' - 4 1/2" 10' - 4 1/2"
EXISTING STEEL BEAM
CENTERLINE
47'
GARAGE STRUCTURAL NOTE:
W14X26 GARAGE HEADER
W10X77 CENTER BEAM
NEW SQUARE BALUSTER TO SEPERATE
NEW WALL FROM EXISTING WALL.
STUCCO FACADE W/ CUT-STONE CAP
(SLOPED)
NEW CONCRETE RETAINING WALL
W/ STUCCO FACADE AND CUT-
STONE CAP.
32' - 0"
DRIVEWAY ROAD CUT AS ALLOWED
BY TOWN OF VAIL PUBLIC WORKS
CURB TRANSITION FROM FULL-
CURB TO DRIVEWAY CUT.
CURB TRANSITION FROM FULL-
CURB TO DRIVEWAY CUT.
47'
GRAVEL AREA
48'
NEW RETAINING WALL
EXISTING GRADES
2' - 0"
24" FROM PROPERTY LINE TO
BACK OF RETAINING WALL.
48.5'
51'
53'
1
970.328.5151 OFFICEPO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS
5/4/2015 8:51:45 PM
A2 GARAGE LEVEL FLOOR PLAN 1214 Blume Exterior Improvements
PERMIT SET 8-22-14 5-4-15 Robert and Jamie Blume 1916 W. Gore Creek Drive, Vail, CO
1/4" = 1'-0"
1
GARAGE LEVEL
No. Description Date
1 Revision 1 - REMOVE
STONE
5-4-15
PERMIT SUBMITTAL : 8-25-15 DRB
APPROVED
5/22/2015
12:00:00 AM