HomeMy WebLinkAboutDRB140275_2722 Cortina Lane - Sheet - A2-0 - OVERALL SITEPLAN_1408029120.pdfBENCHMARK:
FOUND SURVEY MONUMENT
1.5" ALUMINUM CAP
LS ILLEGIBLE
ELEVATION 8117.89'
2" 3"
14"
14"
16"
16"
16"
8"
8"
12"
6"
6"
16"
16"
189.50'
S63°29'30"W
139.38'
Lot
11
Lot
12
Lot
9
8092
8100
8110
8120
81
3
0
8140
8146
8148
8150
8150
8152
8154
8156
81
5881
60
8160
8160
8162
8164
8166
8166
8168
8170
8170
8170
8172
8174
8176
8178
8180
8180
8182
8184
8186
8188
8 19 0
LOWER LEVEL DECK @ 34' - 4"
MAIN LEVEL DECK @ 46' - 5"
ROOF EAVE @ 58' - 0 1/8"
ROOF EAVE @ 63' - 7 5/8"
ROOF EAVE @ 66' - 6 5/8"
ROOF EAVE @ 72' - 10 7/8"
LOT 13
LOT
12
BUILDING FOOT PRINT = 2,692 SF
UNHEATED ASPHALT DRIVEWAY
= 1,900 SF
E
E
E
ELECTRICAL
CLOSET
GAS METER
LOCATION
EXISTING GRADE @ 61' - 7 7/8"
ROOF EAVE @ 58' - 0 1/8"
*4
*2
EXISTING GRADE @ 26' - 3 1/8"
EXISTING GRADE @ 29' - 2 1/8"
(5) DECIDUOUS TREES
TO BE REMOVED
LAWN
*1
(2) 9'X19' SURFACE PARKING SPACES
ROOF EAVE @ 72' - 10 7/8"
FINISHED GRADE @ 53' - 1 7/8"
*3
(2) 9' X 18' ENCLOSED
PARKING SPACES
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
PHONE PEDESTAL
TV PEDESTAL
SEWER LIFT STATION
PER MECHANICAL
ENGINEER
EXISTING GRADE @ 39' - 9"
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
E
G
G
G
G
G
G
G
G
G
G
G
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
SIDE SETBACK
15' - 0"
REAR SETBACK
15' - 0"
FRONT SETBACK
20' - 0"
SIDE SETBACK
15' - 0"
GAS LINE CONNECTION
W
W
W
W
W
W
W
W
WATER TAP
CONNECTION
15' SIDE SETBACK
NEW WATER LINE CONNECTION
DRAINAGE SWALE
15' SIDE SETBACK
15' REAR SETBACK
20' FRONT SETBACK
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UTILITY EASEMENT
UTILITY EASEMENT
UTITLITY EASEMENT
16' - 0"
UTILITY EASEMENT
7' - 0"
EXISTING
RETAINING
WALL
PARKING
PARKING
PARKING
N36
E14
E16
E18
E20
E22
E24
E26
E28
E30
E32
E34
E36
E38
E40
E42
E44
E46
E48
E50
E52
E54
E56
E58
E60
E62
E64
E66
E68
E70
E72
E74
E76
E78
E80
E82
E84
E86
E12
E10
E08
E06
E04
E02
E8100
E98
E96
E94
E92
E06
E08
E10
E12
E14
E16
E18
E20
E36
E38
N38
E40
N42
N44
LOWER LEVEL = 34' - 6"
MAIN LEVEL = 46' - 6"
UPPER LEVEL = 57' - 6"
EXISTING TRANSFORMER
B.O.W. 46'
N46
+43'-6"
+46.33'
+46.16' +46'
+46.16'
+46.33'
+47.08'
+47.5'
+52.16' +52'
+52.16'
+52.33'
+50'
+53.16' +53.5'
+53'
+54'
E54
E56
E58
E60
E62
E64
E66
E68
E70
E72
E74
E76
E78
E80
E82
E84
E52
LINE OF BELOW
FINISH GRADE
PERMANENT
SHORING WALL.
APPROX. 981 SF
PERMANENT
SHORING WALL W/
STONE VENEER
5.3%
4.7%
2%
+45'
5%
+46.75'
8%
2.5%
+46'
8%
+46.16'
+46.42'
+46.42'
+46.25'
+45'
+43'
+45'
4.2%
+43'
+45'
+45'
N46
+45'
4.7%
1.3%
N40
N34
N32
N30
E34
E32
E30
E28
E26
E24
E22
N28
N26
N24
N22
N12
10%
10%
+59'
+57'
+59'+60'
T.O.W 63.25'
B.O.W 58.25'
B.O.W 53.25'
T.O.W 57.25'
6' TALL BOULDER
RETAINING WALLS TO
BE ENGINEERED BY
KRM CONSULTANTS
+54'
+56'
T.O.W 20'
B.O.W 16'
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
SNOW STORAGE AREA 688 SF.
SHOWN WITH HATCH
GENERAL NOTES:
LOT SIZE IS .4376 ACRES EQUAL TO 19,064 SF
1.) SEE A2.1 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). APPROX. 1" OF ROOFING.
*1- ROOF EAVE HEIGHT @ SHEATHING = 8158' - 0 1/8"
EXISTING GRADE BELOW EAVE = 8129' - 2 1/8"
ROOF HEIGHT = 28' - 10"
*2- ROOF EAVE HEIGHT @ SHEATHING = 8158' - 0 1/8"
EXISTING GRADE BELOW EAVE = 8126' - 3 1/8"
ROOF HEIGHT = 31'- 9"
*3- ROOF EAVE HEIGHT @ SHEATHING = 8172'- 10 7/8"
FINISH GRADE BELOW EAVE = 8153'- 1 7/8"
ROOF HEIGHT = 19' - 9"
*4- ROOF EAVE HEIGHT @ SHEATHING = 8172'- 10 7/8"
EXISTING GRADE BELOW EAVE = 8161'- 7 7/8"
ROOF HEIGHT = 11' -3"
4.) LANDSCAPE AREA CALCULATIONS:
LOT SIZE 19,064 SF
10% MAXIMUM DRIVEWAY AND AUOTCOURT COVERAGE ALLOWED ON SITE WITH AVERAGE SLOPE OF 30%
OR MORE PER TOWN OF VAIL CODE 12-21-12
DRIVEWAY AND AUTOCOURT PROPOSED 1,900 SF
LOT DISTURBANCE ALLOWED 1,906 SF
60% MAXIMUM LOT DISTURBANCE ALLOWED ON SITE WITH AVERAGE SLOPE OF 30% OR MORE PER TOWN OF
VAIL CODE 12-21-12
LOT DISTURBANCE PROPOSED 11,367 SF
LOT DISTURBANCE ALLOWED 11,438 SF
____________________________________________________________
TOTAL LOT SIZE = 19,064 SF
BUILDING FOOTPRINT / 2,692 SF
TOTAL HARDSCAPE 2,514 SF
______________________________________________
TOTAL SOFTSCAPE AREA PROVIDED 14,391 SF
5.) SNOW STORAGE CALCULATIONS:
IF DRIVE WAY IS NOT HEATED 30% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE
TOTAL UNHEATED DRIVEWAY AREA= 1,981 SF
THEREFORE 594.3 SF IS NEEDED FOR SNOW STORAGE
TOTAL SNOW STORAGE AREA PROVIDED= 688 SF, WHICH EXCEEDS THE REQUIREMENT OF 594.3 SF.
6.) TOTAL NUMBER OF TREES BEING REMOVED IS 5:
(TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN)
5 DECIDUOUS
0 CONIFEROUS
7.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / DRIVEWAY / WALL ELEVATION NOTES
8.) SEE A3.1, A3.2, and A3.3 FOR MICRO GRADING AT BUILDING EDGE AND AT DECKS.
Scale
Date
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
As indicated
8/4/2014 11:23:53 AM
A2.0
OVERALL
SITEPLAN
2722 CORTINA LANE
7-14-14
BKW
HB
VAIL RIDGE SUBDIVISION, BLOCK B,
LOT 13 , VAIL CO
1/16" = 1'-0"
1
OVERALL SITE PLAN
0' 4' 8' 16' 32'
REVISION SCHEDULE
# DESCRIPTION DATE
1
1
1
1
Revised boulder walls within building
set back to be less than 3' tall,
showed 16' utility easement on west
property line, moved west deck to be
more than 10' from west property
line, revised snow storage at
autocourt parking, added steep slope
site analysis, indicated driveway in
not heated, added hardscape
calculation. Revised driveway and
autocourt to be less than 10% of total
site. Reduced limit of disturbance to
be less than 60% of total site.
DRB
APPROVED
8/6/2014 12:00:00 AM