HomeMy WebLinkAboutB17-0053_A2.0_1493402429.pdf1 2.0'
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D
Y
H
CS
CS
CS
S
E
T
93.4
90.2
80.6
79.5
79.6
79.4
79.4
83.5
84.9
86.4
89.4
91.3
92.4
92.7
92.9
93.1
93.0
92.7
82.2
85.4
TV
81.0
81.33
83.08
84.89
86.7
88.35
tw:86.0
82.0
83.5
82.83
tw:84.0
E7990
E88
E86
E84
E82
E92
E92
E7990
E88
E86
E84
E82
E7980
EDGE OF
ASPHALT
CURB & GUTTER
CHAMONIX LN
SIGN
LIGHT
FIRE
HYD
SHED
LOT 1
WATER
CURBSTOP
(TYP.)
2.5%
4.4%
6.3%
LOWER LEVEL F.F. / GARAGE @ 81' - 6 3/4"
MAIN LEVEL GARAGE F.F. @ 92' - 2 1/2"
MAIN LEVEL F.F. @ 92' - 4 3/4"
UPPER LEVEL F.F. @ 103' - 7 3/4"
CONC. PAN
LINE OF GARAGE @ MAIN LEVEL
LINE @ UPPER LEVEL
DECK @
UPPER LEVEL
DECK @ MAIN LEVEL
PATIO @ L.L.
SOLAR PANELS
LINE OF WALL BELOW
LINE @ UPPER LEVEL
LINE @ UPPER LEVEL
N84
N86
N88
E7980
N82
N88
N90
N92
N94
N92
N
N
2" / 12"
2" / 12"
2" / 12"
2" / 12"
+91'
5%
90' - 5 3/4"+
+93' - 0"
3.6%
+92' - 3 3/4" @ ENTRY
SNOW STORAGE
SNOW STORAGE
2" / 12"
2" / 12"
5%
+91' - 7 1/2"
4%
10%
+89
+85
10%
10%
+87
+83
10%
N84
N86
N88
N90
N82
+81' - 5 3/4" @ DRIVEWAY
+81' - 6 3/4" @ LOWER GARAGE
+92' - 1 1/2" @ DRIVEWAY
+92' - 2 1/2" @ GARAGE
+87' - 9" @ T.O.W.
+92'
+91' - 3 3/4"
+91' - 0"
E7980
3%
+91' - 10 3/4"
10%
+91' - 10 3/4"
+80' - 10 3/4
+80' - 10 3/4
+82'
+83'
11%
+84' - 2"
12%
+ 92' - 3"
+91' - 5"
5%
4%
+92'
+90' - 8"
N80
N80
VALLEY
N82
5.3%
+81'
+83'
+82'
+81' +81
5%
+81' - 6" @ T.O.W.
3%
+81' - 5 1/4" @ EDGE OF DRIVEWAY
5% 9.7%
10%
+81' - 4 1/4"
+81' - 3"
+81' - 2"
9.6%
5%
+91' - 0"
+91' - 7 1/2"
9.3%
7.4%
+93.3
+93' - 0"
+93
5%
+91' - 4 1/2"
6.25%
6.5%
3.5%
15%
10%
+91'
+91' - 7"
10%
+91' - 3"
+91' - 3"
+90' - 10"
10%
10% +89' 7%
N80
N
N
N
N
N
N
PLANTER
+80' - 9"
+80' - 9"
5%
5%
+91' - 9"
SNOW STORAGE
SNOW STORAGE
+84' - 0" @ B.O.W.
+88' - 0" @ B.O.W.
+91' - 5 1/2" @ T.O.W.
+84' - 0" @ B.O.W.
+88'- 0" @ T.O.W.
+87'- 3 1/2" @ B.O.W.
+88'- 0" @ B.O.W.
+88'- 6" @ T.O.W.
+85'- 6" @ T.O.W.
+83' - 6" @ T.O.W.
+81' - 3" @ B.O.W.
+80' - 3" @ B.O.W.
UTIL. HH
SEWER TAP CONNECTION
BELOW EXISTING MANHOLE
TV PEDESTAL
PROPOSED
CURBSTOP @
PROPERTY LINE
EXIST. WATER LINE
TO BE ABANDONED
EXIST.ELEC. TRANSFORMER
ELEC. MANHOLE
S
S
S
S
T
T
W
W
W
GAS METER LOCATION
ELEC. CLOSET
E
E
E
E
E
E
E
E
E
E
P PHONE
PEDESTAL
P
P
G
G
G
G
G
DISCHARGE SITE DRAINAGE AND
DAY LIGHT DOWN SPOUT DRAIN
PIPE. PROVIDE COBBLE DISCHARGE
AREA TO PREVENT EROSION
PROVIDE SILT FENCING @ THE LIMIT
OF DISTURBANCE DOWN HILL OF
CONSTRUCTION AND IN PATHS OF
DRAINAGE PRIOR TO EXCAVATION
PROVIDE SILT FENCING @ THE LIMIT
OF DISTURBANCE DOWN HILL OF
CONSTRUCTION AND IN PATHS OF
DRAINAGE PRIOR TO EXCAVATION
PROVIDE SILT FENCING @ THE LIMIT
OF DISTURBANCE DOWN HILL OF
CONSTRUCTION AND IN PATHS OF
DRAINAGE PRIOR TO EXCAVATION
UNHEATED ASPHALT DRIVEWAY
4' - 0"
PLANTER
T.O. STRUCTURE @116' - 10 1/4"
EXIST. GRADE @ 83' - 11 1/2"
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
LIMIT OF DISTURBANCE
EXIST. STAIRS TO BE REMOVED
5 ' - 0 " UT IL IT Y E AS E ME N T
15 ' - 0" S E T BA C K
5' - 0" UTILITY EASEMENT
20' - 0" SETBACK
5' - 0" UTILITY EASEMENT
15' - 0" SETBACK
20' - 0" SETBACK
5' - 0" UTILITY EASEMENT
EXISTING SHED TO BE
REMOVED FROM PROPERTY
CS
NEW 4" WATER SERVICE
LINE CONNECTS TO "T"
TO CURBSTOP
W
W
W
T
T
T
P
P
P
(4) ENCLOSED 9'X18' PARKING SPACES
(2 @ MAIN LEVEL, 2 @ LOWER LEVEL)
E88
E86
E84
E82
T.O. STRUCTURE @115' - 5 5/8"
EXIST. GRADE @ 82' - 8 5/8"
*1
*3
*2
*4
T.O. STRUCTURE @118' - 6 3/4"
EXIST. GRADE @ 87' - 3"
T.O. STRUCTURE @113' - 9 5/8"
EXIST. GRADE @ 82' - 4
N80
SNOW STORAGE
PLANTER
EW
EW
EW
ADDRESS MARKER BOULDER
W/ BACKLIT NUMBERS
EW
NW
NW
NW
NW
NEW WATER LINE FOR ADJACENT
PROPERTY - NEW EASEMENT TO
BE CREATED ONCE MOVED
+91' - 7 1/2"
L
L
L
L 4" / 12"
2
GENERAL NOTES:
LOT SIZE IS .3558 ACRES EQUAL TO 15,499 SF
1.) SEE L1.0 LANDSCAPE PLAN FOR GENERAL LANDSCAPE, GRADING, AND EROSION CONTROL NOTES
2.) EXTERIOR LIGHTING-
1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 15 LIGHTS ARE ALLOWED. 15 EXTERIOR LIGHTS 18"+
ABOVE GRADE ARE PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION AND NUMBER OF
FIXTURES.
3.) SLOPE PERVIOUS GRADE @ MIN. 10% FOR 10' FROM BUILDING PER SOIL REPORT.
4.) 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
*1- ROOF EAVE HEIGHT @ SHEATHING = 8016' - 10 1/4"
EXISTING GRADE BELOW EAVE = 7983' - 11 1/2"
ROOF HEIGHT = 32' - 10 3/4"
*2- ROOF EAVE HEIGHT @ SHEATHING = 8018' - 6 3/4"
EXISTING GRADE BELOW EAVE = 7987' - 3"
ROOF HEIGHT = 31'- 3 3/4"
*3- ROOF EAVE HEIGHT @ SHEATHING = 8015' - 5 5/8"
EXISTING GRADE BELOW EAVE = 7982' - 8 5/8"
ROOF HEIGHT = 32'- 9"
*4- ROOF EAVE HEIGHT @ SHEATHING = 8013' - 9 5/8"
EXISTING GRADE BELOW EAVE = 8082'- 4"
ROOF HEIGHT = 31' - 5 5/8"
5.) LANDSCAPE AREA CALCULATIONS:
SEE A2.1
6.) SNOW STORAGE CALCULATIONS:
IF DRIVE WAY IS NOT HEATED 30% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE
TOTAL UNHEATED DRIVEWAY AREA= 4,185 SF
THEREFORE 1,256 SF IS NEEDED FOR SNOW STORAGE
TOTAL SNOW STORAGE AREA PROVIDED= 1,269 SF, WHICH EXCEEDS THE REQUIREMENT OF 1,256 SF.
7.) TOTAL NUMBER OF TREES BEING REMOVED IS 0
8.) SEE MAIN LEVEL FLOOR PLAN FOR ADDITIONAL GRADE / PATIO / DRIVEWAY / WALL ELEVATION NOTES.
9.) ALL AREA DRAINS AND DOWNSPOUT ARE TO BE HARDPIPE TO DAYLIGHT.
10.) SEE A3.1 AND A3.2 FOR MICRO GRADING AT BUILDING EDGE AND AT PATIOS.
EXTERIOR LIGHTING-
1 LIGHT PER 1,000 SF OF LOT AREA, THEREFORE 15 LIGHTS ARE
ALLOWED. 15 EXTERIOR LIGHTS 18"+ ABOVE GRADE ARE
PROPOSED. SEE ELEVATIONS AND PLANS FOR TYPE, LOCATION
AND NUMBER OF FIXTURES:
A3- FLAT CEILING EXTERIOR RECESSED CAN HALO 4" 50W PAR20-
(7) TOTAL FIXTURES
E- HUBBARDTON FORGE AIRIS MEDIUM EXTERIOR SCONCE
BRONZE FINISH - (6) TOTAL FIXTURES
M- HEVI LITE INC HL-374 PAR-20 SURFACE MOUNT DOWN LIGHT
BRONZE POWDER COAT FINISH (BZ)- (2) TOTAL FIXTURE
L- (4) BOLLARD LANDSCAPE LIGHT LESS THAN 18" TALL PROPOSED
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
3/23/2017
12:55:26 PM
As indicated
LILES RESIDENCE
2440 CHAMONIX LANE
VAIL, CO 81657
A2.0
SITEPLAN
3-23-2017
CPM
HB
3-23-2017
PERMIT SET
1/8" = 1'-0"
1
SITE PLAN
0' 4' 8' 16' 32'
NORTH
REVISION SCHEDULE
# DESCRIPTION DATE
2 CHANGES TO
APPROVED
PLANS
3-23-17
Public Way Permit
requried for new
driveway, site access.
Contractor to submit
prior to start of work.
04/28/17