HomeMy WebLinkAboutDRB140551_A2-0_1423001760.pdfUP
L=8.14
N 40°17'04%%34 W - 57.44
453
72.0
71.7
71.3
71.7
72.1
72.5
72.7
73.1
74.0
75.1
76.4
76.7
77.8
79.0
13.8
76.3
76.3
75.4
74.4
73.5
73.0
72.7
72.4
72.1
71.9
72.2
72.3
73.8
8072.1
WESTHAVEN CIRCLE (40' R.O.W.)
LOT 37
1.0'
1.0'
0.5'
8080
2
1
CENTERLINE OF
CHAIRLIFT EASEMENT
(BOOK 464, P932, 933)
CONE OF RESTRICTED
IMPROVEMENTS 35.0
17.5
27.0
27.0
17.5
35.0
2
1
P
S
PLANTER
EDGE OF EXISTING ROAD
PLANTER
EDGE OF EXISTING ROAD
UNIT #1
LOWER LEVEL 8084
MAIN LEVEL 8096
MUDROOM 8100' - 10"
UPPER LEVEL 8110' - 6"
UNIT #2
LOWER LEVEL 8086'
MAIN LEVEL 8098'
MUDROOM 8102' - 4 3/8"
UPPER LEVEL 8111' 10 1/2"
20' FRONT SETBACK
20' FRONT SETBACK
15' SIDE SET BACK
C ENTERLINE OF CHAIRLIFT EASEMENT
15' REAR SETBACK
L INE OF CONE OF RESTRICTIONED IMPROVEMENTS
LINE OF CONE OF RESTRICTIONED IMPROVEMENTS
14' - 0"
LINE OF AS BUILT CHAIR LIFT CABLES
CENTER LINE OF AS BUILT CHAIR LIFT
MIN. AI
RSPACE REQUI
REMENT
35' - 0"
T.O. ROOF EAVE @ 124' - 9"
T.O. EXISTING GRADE @ 93' - 7"
T.O. EXISTING GRADE @ 88' - 2"
T.O. EXISTING GRADE @ 89' - 6"
T.O. EXISTING GRADE @ 92' - 7"
T.O. EXISTING GRADE @ 94' - 2"
T.O. EXISTING GRADE @ 88' - 8"
T.O. EXISTING GRADE @ 87' - 8"
T.O. EXISTING GRADE @ 87' - 1"
T.O. EXISTING GRADE @ 90' - 6"
T.O. EXISTING GRADE @ 93' - 0"
T.O. ROOF EAVE @ 124' - 6"
T.O. ROOF EAVE @ 120' - 1"
T.O. ROOF EAVE @ 120' - 1"
T.O. ROOF EAVE @ 118' - 10"
T.O. ROOF EAVE @ 122' - 3"
T.O. ROOF EAVE @ 120' - 10"
T.O. ROOF EAVE @ 120' - 8"
T.O. ROOF RIDGE @ 122' - 11"
T.O. ROOF EAVE @ 124' - 9"
T.O. ROOF EAVE @ 119' - 7"
T.O. EXISTING GRADE @ 95' - 2"
T.O. EXISTING GRADE @ 87' - 0"
T.O. ROOF EAVE @ 124' - 6"
*1B
*2B
*3B
*6B
*5B
*4B
*1A *2A *3A
*4A *5A
*6A
(2) 9'X19' SURFACE
PARKING SPACES
(2) 9' X 18' ENCLOSED
PARKING SPACES
(2) 9'X19' SURFACE
PARKING SPACES
(2) 9' X 18' ENCLOSED
PARKING SPACES
GAS METER LOCATION PAINTED
TO MATCH STONE VENEER
GAS METER LOCATION
PAINTED TO MATCH
STONE VENEER
PAST SETBACK
DECK OVERHANG
3' - 3 13/16"
COMBINED BUILDING FOOT PRINT = 4893 SF
ELECTRICAL CLOSET
ELECTRICAL CLOSET
4' WIDE UNHEATED CONC. PAN
COMBINED HEATED CONCRETE PAVER
DRIVEWAY = 2184 SF
(8) ASPEN TREES TO BE
REMOVED
(7) EVERGREEN TREES
TO BE REMOVED
241 SF SNOW STORAGE AREA
SHOWN W/ CROSS HATCH
EXISTING ELECTRICAL
TRANSFORMER
P
T
PHONE PEDESTAL
TV PEDESTAL
T
T
T
T
T
T
T
T
P
P
P
P
P
P
P
P
P
P
P
P
P
S
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G
G
G
G G
G
G G G
G G G
G
G
E
E
E
E
E E E E E E E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
P
P
SEWER TAP CONNECTION BELOW
EXISTING MANHOLE
GAS LINE CONNECTION
S
S
S
S
S
T
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LI
MI
T OF DI
STURBANCE
LIMIT OF DISTURBANCE
DISCHARGE SITE DRAINAGE AND DAY
LIGHT DOWN SPOUT DRAIN PIPE.
PROVIDE COBLE DISCHARGE AREA TO
PREVENT EROSION
DISCHARGE SITE DRAINAGE AND DAY
LIGHT DOWN SPOUT DRAIN PIPE.
PROVIDE COBLE DISCHARGE AREA TO
PREVENT EROSION
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINEPROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROVIDE SILT FENCING @ THE
LIMIT OF DISTRUBANCE DOWN
HILL OF CONSTRUCTION AND IN
PATHS OF DRAINAGE PRIOR TO
EXCAVATION
15' SIDE SET BACK
20' FRONT SETBACK
15' REAR SETBACK
15' REAR SETBACK
WATER TAP CONNECTION
S
S
S
T
TT
TT
TT
T
T
T
T
W
S
S
S
W
W
P
W
W
W
S
S
S
+101'-10"
+101'-9"
TRENCH DRAIN
3%
11.2%+100'-5"
+100'-4" TRENCH DRAIN
+102'-2"
+100'-6"
+103'-6"
E106
E102
3%
+103'-6"
8% +100'-6"
+100'-4"
+106'-6"
DRIVEWAY CENERLINE
10' - 0" 9' - 6 9/16"
CONC. PAN
4' - 0"
+101'-4"
10.5%
DRIVEWAY CENTERLINE
SLOPE
+103'
+105'-6"
+105'-6"
8%
+105'-2"
TRENCH DRAIN
3%
+105'-0"
+104'-0"
+103'-0"
+102'-0"
+105'-2"
+105'-0"
N104
+103'-4"
5%
5%
5%
+103'-6"
+103'-10"
B.O.W +103'-8"
5%
B.O.W +104'-4"
T.O.W. +106'-8" T.O.W +107'-4"
E80
E82
E84
E86
E88
E90
E92
E94
E96
E98 N104
E100
E98
E96
E94
E112
E110
E108
E106
E104
E102
E100
E98
E96
E94
E92
E90
E88
E86
N102
1%
+103'-9 1/4"
5%
+104'-0"
8.7%
8.6%
11.2%
+105'-0"
N108
N106
N104
N102 N104
N100
N98
N96
N94
N92
N90
N88
N86
N84
N82
N80
N80
N82
N80
N82
N84
N86
N88
N94
N98 N98
N100
SW A LE
SWALE
S
WA
L
E
N106
N102 11.9%
+103'
N90
SWALE
SWALE
SWALE
S W A L E
SWALE
S W A LE
B.O.W.89' - 6"
T.O.W.93' - 6"
B.O.W.89' - 6"
T.O.W.93' - 6"
B.O.W.89' - 6"
T.O.W.94' - 6"
B.O.W.95' - 6"
T.O.W.100' - 6"
B.O.W.89' - 6"
E84
E84
N96
N92
B.O.W +82'-0"
T.O.W +83'-8"
B.O.W +86'-0"
T.O.W +89'-0"
B.O.W +83'-11"
T.O.W +86'-6"
HOT TUB
1226B WEST HAVEN BOULDER
ADDRESS MARKER TO BE MAX. 3'
TALL AND 6' MIN FROM EDGE OF
ASPHALT. SEE DETAIL 1/A2.1B
1226A WEST HAVEN BOULDER
ADDRESS MARKER TO BE MAX. 3'
TALL AND 6' MIN FROM EDGE OF
ASPHALT. SEE DETAIL 1/A2.1B
DRIVEWAY IN R.O.W. TO HAVE SEPARATE HEATING
ZONE. AREA SHOW W/ DIAGONAL HATCH PATTERN
1
SWALE
SWALE
A REVOCABLE R.O.W. PERMIT WILL BE
REQUIRED FOR IMPROVMENTS WITHIN
THE R.O.W. (HEADTED DRIVEWAYS,
LANDSCAPING, ADDRESS MARKER)
A REVOCABLE R.O.W. PERMIT
WILL BE REQUIRED FOR
IMPROVMENTS WITHIN THE
R.O.W. (HEADTED DRIVEWAYS,
LANDSCAPING, ADDRESS
MARKER)
15' - 0"10' - 0"
10' - 0"10' - 0"
NO CONSTRUCTION ACTIVITY SHALL
OCCUR INSIDE THE CHAIRLIFT
AIRSPACE UNLESS APPROVED BY VAIL
RESORTS. COORDINATE ALL SUMMER
CONSTRUCTION ACTIVITY W/
MOUNTAIN LIFT MANAGER
LINE OF SITE DISTANCE
REQUIREMENTS - FORWARD
PARKING IS PROPOSED
THEREFORE THERE SHALL BE NO
SIGHT OBSTRUCTIONS WITHIN 10'
FROM EDGE OF PAVEMENT AND 250'
IN EACH DIRECTION.
LINE OF SITE DISTANCE
REQUIREMENTS - BACKOUT
PARKING IS PROPOSED
THEREFORE THERE SHALL BE NO
SIGHT OBSTRUCTIONS WITHIN 15'
FROM EDGE OF PAVEMENT AND
250' IN EACH DIRECTION.
3
3
GENERAL NOTES:
LOT SIZE IS .4611 ACRES EQUAL TO 20,086 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 20 LIGHTS ARE ALLOWED. 20 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
*1A- ROOF EAVE HEIGHT @ SHEATHING = 8120' - 1"
EXISTING GRADE BELOW EAVE = 8088' - 8"
ROOF HEIGHT = 31' - 5"
*2A- ROOF EAVE HEIGHT @ SHEATHING = 8120' - 1"
EXISTING GRADE BELOW EAVE = 8087' - 8"
ROOF HEIGHT = 32'- 5"
*3A- ROOF EAVE HEIGHT @ SHEATHING = 8118'- 10"
EXISTING GRADE BELOW EAVE = 8087'- 1"
ROOF HEIGHT = 31' - 9"
*4A- ROOF EAVE HEIGHT @ SHEATHING = 8124'- 6"
EXISTING GRADE BELOW EAVE = 8094'- 2"
ROOF HEIGHT = 30' - 4"
*5A- ROOF EAVE HEIGHT @ SHEATHING = 8124'- 6"
EXISTING GRADE BELOW EAVE = 8092'- 7"
ROOF HEIGHT = 31' - 11"
*6A- ROOF EAVE HEIGHT @ SHEATHING = 8122'- 3"
EXISTING GRADE BELOW EAVE = 8090'- 6"
ROOF HEIGHT = 31' - 9"
*1B- ROOF EAVE HEIGHT @ SHEATHING = 8120' - 8"
EXISTING GRADE BELOW EAVE = 8089' - 6"
ROOF HEIGHT = 31' - 2"
*2B- ROOF EAVE HEIGHT @ SHEATHING = 8119' - 7"
EXISTING GRADE BELOW EAVE = 8087' - 0"
ROOF HEIGHT = 32'- 7"
*3B- ROOF EAVE HEIGHT @ SHEATHING = 8120'- 0"
EXISTING GRADE BELOW EAVE = 8088'- 2"
ROOF HEIGHT = 31' - 10"
*4B- ROOF RIDGE HEIGHT @ SHEATHING = 8122'- 11"
EXISTING GRADE BELOW EAVE = 8093'- 0"
ROOF HEIGHT = 29' - 11"
*5B- ROOF EAVEHEIGHT @ SHEATHING = 8124'- 9"
EXISTING GRADE BELOW EAVE = 8095'- 2"
ROOF HEIGHT = 29' - 7"
*6B- ROOF EAVE HEIGHT @ SHEATHING = 8122'- 3"
EXISTING GRADE BELOW EAVE = 8090'- 6"
ROOF HEIGHT = 31' - 2"
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= 2,175 SF
THEREFORE 217.5 SF IS NEEDED FOR SNOW STORAGE
TOTAL SNOW STORAGE AREA PROVIDED= 241 SF, WHICH EXCEEDS THE REQUIREMENT OF 217.5 SF.
6.) TOTAL NUMBER OF TREES BEING REMOVED IS 15:
(TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN)
8 DECIDUOUS
7 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.
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
1/29/2015 4:49:21 PM
As indicated
1226 WEST HAVEN CIRCLE
GLEN LYON SUB, LOT 38, BLK 0418
VAIL, CO
A2.0
SITEPLAN
1-07-15
BKW
HB
1-07-15
TOV FINAL DRB SET
1" = 10'-0"
1
SITE PLAN
NORTH
0' 10' 20' 30'
REVISION SCHEDULE
# DESCRIPTION DATE
1 DRB
PLANNING
COMMENTS
12-15-14
3 DRB PUBLIC
WORKS
COMMENTS
1-21-15
31'2"
29'11"
29'7"
32'8"
31'2"
31'5"
30'4"
32'7"
31'9"
32'5"
31'9"
DRB
APPROVED
2/3/2015 12:00:00 AM