HomeMy WebLinkAboutDRB160032_A2.0_1456263300.pdfE12'
E08'
E06'
E08'
E06'
E04'
E02'
E02'
E04'
E02'
E14'
E14'
E12'BOOTH CREEK DRI
VE (40'
R.O.W)LOT 9
LOT 7
TRACT C
06
T
GGGG
GGGGG
G
G
G
G
G
G
G
XX
bs:8.83
ts:10.58'
bs:11.4'
10.18'
bs:8.49'
bw:8.0'
9.5'
9.5'
8.0'
bw:4.0'
4.75'
(4.75')
9.0'
11.0'
bs:2.11'
bw:4'-0"
bw:6.0'
9.0'
6.0'
bw:2.0'
6.0'
bw:3.0'
bw:3.0'
bw:4.0'
bw:8.0'
bw:8.0'
bw:6.0'
bw:2.0'
6.0'
bw:3.0'
7.0'
10.94'
tw:8.0'
bw:2.0'
tw:10.5'
12%
8%
8.42'
5.8%
bw:6.0'
3.9%
4.8%
bw:4'-0"
6.1%
10.18'
HP
9.45'
7.5'
8.0'
bs:10.31'
4.6%
tw:10.0'
tw:6.0'
di:10.2
7.75'
tw:6.0'
9.0'
4
E10'
E10'
4.) LANDSCAPE AREA CALCULATIONS:
SEE COVER SHEET
5.) SNOW STORAGE CALCULATIONS:
IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE
TOTAL HEATED DRIVEWAY AREA= 2,385 SF
THEREFORE 238.5 SF IS NEEDED FOR SNOW STORAGE
TOTAL SNOW STORAGE AREA PROVIDED= 250 SF, WHICH EXCEEDS THE REQUIREMENT OF 238.5 SF.
6.) TOTAL NUMBER OF TREES BEING REMOVED IS 18:
(TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN)
12 DECIDUOUS
6 CONIFEROUS
7.) 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.
9.) SEE A3.0 AND A3.1 FOR MICRO GRADING AT BUILDING EDGE AND AT PATIOS.
CORE DRILL #1
CORE DRILL #2
11' - 10 1/4"
LOWER LEVEL 8301' - 6 1/4"
MAIN LEVEL 8311' - 11 1/4"
UPPER LEVEL 8323' - 11 1/4"
PLANTER W/ 3" LIP.
PAINT TO MATCH STL.
ON HOUSE
6" STEP @ DOOR
1" STEP @ FRONT DOOR
(3) 6" STEPS @
FRONT ENTRY
(2) LARGE SPRUCE
TREES TO BE REMOVED
LINE OF DECK ABOVE
LINE OF DECK ABOVE
1"
3 1/2"
FLAGSTONE FRONT ENTRY AND GARAGE DOOR
APRON SNOWMELTED - 459 SF
SNOWMELT ZONE IN
FRONT OF LIFT AND SLIDE
DOORS - 81 SF
SNOWMELT ZONE @
FIREPIT SHOWN W/
DIAGONAL HATCH - 172.5 SF
SNOWMELT ZONE TO LOWER
LEVEL WET STORAGE - 299 SF
ELECTRIC METER AND
DISCONNECT CLOSET
GAS METER PAINTED TO
MATCH STONE VENEER
(4) ASPEN TREES TO BE REMOVED
(5) ASPEN TREES TO BE REMOVED
3 CONIFER TREES TO BE REMOVED
(3) ASPEN TREES TO BE REMOVED
(1) CONIFER TREES TO BE REMOVED
100 YEAR FLOOR PLAIN LINE
8303' - 3 1/4"
4' - 6"
PHONE PEDESTAL
PHONE PEDESTAL
W
W
W
W
W
W
T
E
E
E
E
E
G
G G
T
T
T
T
T
T
S
S
S
S
S
S
S
S
PHONE PEDESTAL
W
W
W
W
W
W
W
PROPERTY LINE
PROP ERTY L INE
PRO PERTY LIN E
PROPERTY LINE
PROPERTY LI
NE
ELECTRICAL TRANSFORMER
T.O. STRUCTURE @ 8339' - 5 7/8"
T.O. EXISTING GRADE @ 8307' - 7"
T.O. STRUCTURE @ 8339' - 5 7/8"
T.O. EXISTING GRADE @ 8307' - 2"
T.O. STRUCTURE @ 8339' - 4 3/4"
T.O. EXISTING GRADE @ 8306' - 7"
T.O. STRUCTURE @ 8338' - 8 3/4"
T.O. EXISTING GRADE @ 8307' - 7 3/8"
*1A
*2A
*3A
*4A
*5A
*6A
T.O. STRUCTURE @ 8339' - 2 1/8"
T.O. EXISTING GRADE @ 8307' - 1"
T.O. STRUCTURE @ 8339' - 2 1/8"
T.O. EXISTING GRADE @ 8307' - 10 1/4"
DISCHARGE SITE DRAINAGE AND DAY
LIGHT DOWN SPOUT DRAIN PIPE.
PROVIDE COBBLE DISCHARGE AREA
TO PREVENT EROSION. DAYLIGHT
FOUNDATION PERIMETER DRAIN @
8300.5'
LI MIT OF DISTURBANCE
LI
MI
T OF DISTURBANCE
LIMIT OF DISTURBANCE
GAS LINE
CONNECTION
DRIVEWAY IN R.O.W. TO SEPARATE HEATING ZONE.
ARE SHOWN WITH DIAGONAL HATCH PATTERN.
272 SF SNOW STORAGE AREA SHOWN
W/ CROSSHATCH. NO REQUIRED SNOW
STORAGE WILL BE PROVIDED IN T.O.V.
RIGHT OF WAY
SURFACE
PARKING
(9' X 19')
SURFACE
PARKING
(9' X 19')
SUR FAC EPAR KING(9' X 19')
COMBINED HEATED PAVER
CONCRETE DRIVEWAY = 1857 SF
EDGE OF EXI
STI
NG ROAD
3090 BOOTH CREEK RD. BOULDER
ADDRESS MARKER W/ LIGHTING TO BE
MAX 3' TALL AND 6' MIN FROM THE EDGE
OF ASPHALT.
SEE DETAIL 1/ A2.1B
A REVOCABLE R.O.W. PERMIT WILL BE
REQUIRED FOR IMPROVEMENTS WITHIN
R.O.W. (HEATED DRIVEWAY,
LANDSCAPING, ADDRESS MARKER)
WATER TAP CONNECTION
PROVIDE SILT FENCING @ THE LIMIT OF
DISTURBANCE DOWN HILL OF
CONSTRUCTION AND IN PATHS OF
DRAINAGE PRIOR TO EXCAVATION.
CENTERLINE OF DRIVEWAY
ENCLOSEDPARK ING(8' X 19')ENC LOSED
PAR KING
(8' X 19')
LINE FO SITE DISTANCE REQUIREMENTS -
FORWARD PARKING IS PROPOSED,
THEREFOR THERE SHOULD BE NO SITE
OBSTRUCTIONS WITHIN 10' FROM EDGE OF
PAVEMENT AND 250' IN EACH DIRECTION.
15' SIDE SETBACK
20' F
R
ON
T S
E
T
B
AC
K
20' FRONT SETBACK
1 5' SIDE SETBACK
15' REAR SETBACK
4'-0" UNHEATED CONCRETE PAN (TYP.)
BUILDING FOOT PRINT OF EXISTING HOUSE
LARGE BUFF FLAGSTONE PIECES,
MORTAR SET, 36" - 48" DIA. (TYP)
CONCRETE PAVERS WITH A
SOLDIER EDGING COURSE;
COLOR AND SIZE TBD (TYP)
LIMITS OF DISTURBANCE
LAWN AREA
BUILT-IN GRILL AND COUNTER (TYP)
BOULDER GARDEN WITH PERENNIAL
PLANTINGS; BOULDER WALLS MAX 4'-0";
IRRIGATION (TYP)
TRANSITIONAL PLANTING
INCORPORATING WILDFLOWERS TO
WETLAND SEDGES.
CONCRETE STRUCTURAL WALL FOR
CANTILEVER TERRACE SUPPORT; RE:
STRUCT.
BOULDER RETAINING UNDER THE
CANTILEVERED TERRACE DASHED
PROPOSED CONTOURS DASHED UNDER
CANTILEVERED TERRACE.
GAS FIRE PIT; SPEC TBD
CANTILEVERED CONC. DECK OVER
EXISTING FLOODPLAIN WITH STEEL
RAILING; IRREGULAR FLAGSTONE
FINISH (TYP)
STONE VENEER STRUCTURAL WALL;
STONE TO MATCH HOUSE WITH 3" BUFF
STONE CAP. MAX HEIGHT 6'-0" (TYP).
RECTANGULAR BOULDER WALL; MAX
HEIGHT 4'-0" (TYP).
IRREGULAR STONE STEPS THROUGH
BOULDER GARDEN. (15) STEPS @ 6"
RISERS (TYP)
IRREGULAR STONE STEPS
TO LAWN AREA. (3) STEPS @
6" RISERS (TYP). RE:
LANDSCAPE PLANS
CONC. SLAB RE:
LANDSCAPE PLANS
STONE VENEER STRUCTURAL WALL W/
HANDRAIL. STONE TO MATCH HOUSE
WITH 3" BUFF STONE CAP.
3" BUFF STONE SLABS; SZ. 18"-30" DIA.
WITH PLANTED JOINTS. RE: LANDSCAPE
PLANS
BOULDERS INTERMIXED WITH PERENNIAL PLANTINGS
AND ORNAMENTAL GRASSES
BOULDERS WITH PERENNIAL PLANTINGS,
IRRIGATION (TYP)
CUT STONE ENTRY LANDING AND STAIRS, MORTAR
SET, STONE TO MATCH HOUSE STONE.
WATERFALL
CLIFFS
GORE RANGE
GORE RANGE
T
BUILDING FOOTPRINT OF EXISTING HOUSE
E06
T.O. STRUCTURE @ 8336' - 6"
T.O. EXISTING GRADE @ 8307' - 10 1/4"
8%
4"
4"
6" STEP @ LANDING
A/C CONDENSER UNIT LOCATION
A/C
UNIT
DOW N
UP
T.O. PATIO @ 11' - 11 1/4"
T.O. PATIO @ 11' - 10 1/4"
11' - 10 1/4" @ DOOR
11' - 7 1/4" @ DOOR
11' - 7 3/4" @ DOOR
T.O. PATIO @ 11' - 8 1/8"
T.O. STAIR @ 11' - 8 3/4"
T.O. PATIO @ 11' - 6 1/2"
T.O. PATIO @ 11' - 5 7/8"
T.O. STAIR @ 11' - 5 7/8"
1%
1%
T.O. PATIO @ 9' - 5 3/8"
9' - 7 1/8" @ DOOR
6"
10' - 1 1/8" @ GARAGE DOOR
1"
10' - 3 3/8" @ B.O. STAIR
04
06
08
10
12
14
14
14.5
10
10
08
10
08
04
06
1%
1%
1%
2%
1%
1%
08
08
04
06
LIMITS OF DISTURBANCE
DATUM: 0' - 0" = 8300' - 0"
PROPOSED SQUARE FOOTAGE ANALYSIS:
3090 Booth Creek Drive, VAIL, CO
Zone District: Two-Family Primary/Secondary Residential ( PS )
Lot is .3.28 acres, equal to 14,288 SF
Allowable GRFA
.46 SF/1 SF of site area < 10,000 SF of site area 10,000 x 0.46 equals 4,600
SF
.38 SF per 1 SF of site area > 10,000 SF of site area 5,000 x 0.38 equals 1,629
SF
.13 SF per 1 SF of site area > 10,000 SF of site area 6,026 x 0.13 equals 0
SF
_______________________________________________________________________
________
Total Allowed Gross Residential Floor Area (GRFA) for entire lot 6,229 SF
Proposed Square Footage Summary (Both Sides of Duplex Combined)
Habitable SF GRFA
Lower Level 2,247.25 SF 1,168.4 SF *1
Main Level 2,266.5 SF 2,266.5 SF
Upper Level 2,139.5 SF 2,139.5 SF
Garage area over 600 SF 0 SF
Double height space__________________649 SF___________
Total 6653.25 SF 6,223.4 SF
Total Remaining GRFA 5.6 SF
*1 48% of the Lower Level wall is above existing or finished grade whichever was
more restrictive,
therefore 52% of the Lower Level SF is counted as GRFA (LOWER LEVEL
HABITABLE 2,247 SF * .52 = 1,168.4 SF) NOTE- THESE NUMBER ARE
APPROXIMATE UNTIL SUBGRADE AREA CALCS ARE COMPLETED
Site Coverage
Allowable Site Coverage is 20% of the lot 2,858 SF
Proposed Site Coverage 2,818.5 SF
Proposed Site Coverage for Roofs beyod 4' 34.00 SF
Total Proposed Site Coverage 2,844.5 SF
Total Remaining Site Coverage both sides 5.5 SF
Landscape Area
Lot Size 14,288 SF
60% Landscape Area Requirement 8,572.8 SF
Lot Size 14,288 SF
LESS
Building Footprint / Driveway -5,092.5 SF
Total Landscape Area 9,195.5 SF
Total Hardscape Area Provided (8.3%) 1,666 SF
Total Softscape Area Provided 7,529 SF
Proposed driveway with snowmelt 2,282 SF
Proposed snowmelt @ south patio/ Firepit 253.5 SF
Proposed snowmelt zone to lower level 299 SF
Setbacks
20' from front
15' from sides
15' from rear
Patio can extend to 1/2 the distance of the setback
Decks can encroach set back 5'
Roof or architectural projections can encroach 4'
Height
Flat or mansard roofs not to exceed 30'
Sloping roof not to exceed 33'
Garage
Allow 600 sq. ft. per unit. before area counts towards GRFA
560 SF is provided.
Parking Required per Chapter 10
Primary dwelling unit is more than 5,500 SF GRFA 5 spaces are required. 2 covered
9' x 18' (in garage) and 3 uncovered 9' x 19' parking spaces are provided.
GENERAL NOTES:
1.) ALL ROOF HEIGHTS ARE TO THE TOP OF SHEATHING ON ROOF PLAN AND SITE PLAN.
2.) PROVIDE ENGINEERED SNOW GUARD FENCE SYSTEM PER ROOF SLOPE TYPE AND SNOW LOAD. SUBMIT
FOR APPROVAL. PROVIDE DESIGN BUILD ENGINEERED SNOW FENCE AND SNOW GUARD SYSTEMS @ ALL
ROOF AREAS. SEE SPEC FOR MORE INFORMATION.
3.) SEE ELEVATIONS AND RCPS FOR J-BOX LOCATIONS FOR HEAT TAPE FOR GUTTER AND FUTURE HEAT TAPE.
PROVIDE HEAT TAPE FOR ALL DOWNSPOUTS, GUTTERS, UNDERGROUND HARDPIPE TO DAYLIGHT, AND
FUTURE 3' HIGH SECTION OF HEAT TAPE AT ROOF EAVE ABOVE GUTTER.
4.) ROOF HEIGHT CALCULATIONS (ALSO SHOWN ON SITE PLAN):
MEASURED TO TOP OF SHEATHING ON TOP OF STRUCTURAL INSULATED PANEL (SIP) TO EXISTING GRADE
DIRECTLY BELOW. DOES NOT INCLUDE APPROX. 1" OF ROOFING.
*1A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 5 7/8"
EXISTING GRADE BELOW RIDGE = 7' - 7"
ROOF HEIGHT = 31' - 10 7/8"
*2A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 5 7/8"
EXISTING GRADE BELOW RIDGE = 7' - 2"
ROOF HEIGHT = 32' - 3 7/8"
*3A- BUILDING HEIGHT @ TOP OF SHEATHING = 38' - 8 3/4"
EXISTING GRADE BELOW RIDGE = 7' - 7 3/8"
ROOF HEIGHT = 31' - 1 3/8"
*4A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 4 3/4"
EXISTING GRADE BELOW RIDGE = 6' - 7"
ROOF HEIGHT = 32' - 9 3/4"
*5A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 2 1/8"
EXISTING GRADE BELOW RIDGE = 7' - 10 1/4"
ROOF HEIGHT = 31' - 3 7/8"
*6A- BUILDING HEIGHT @ TOP OF SHEATHING = 39' - 2 1/8"
EXISTING GRADE BELOW RIDGE = 7' - 1"
ROOF HEIGHT = 32' - 1 1/8"
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
2/4/2016
1:49:06 PM
3090
BOOTH
CREEK DR. VAIL, CO
A2.0
SITEPLAN
CWF
HB
REIMERS
RESIDENCE
02/04/2016
TOV DRB CHANGE TO
APPROVED PLANS
NORTH 0' 10' 20' 30'
1/8" = 1'-0"
1
SITE PLAN
No. Revision Date
Revision
Description
1 FEBRUARY 4,
2016
CHANGES TO
APPROVED DRB
* BUILDING WAS ELEVATED 5 1/2" TO
MITIGATE HIGH GROUND WATER
TAB;LE.
* MAIN LEVEL PATIO ADDED A DROPPED
AND CANTILEVERED DECK.
DRB
APPROVED
2/23/2016
12:00:00 AM