HomeMy WebLinkAboutDRB18-0274_approved plans_1535736172.pdf8190
FOREST ROAD
0.5'
0.5' 0.5'
0.5'
0.6' 0.8'
0.8'
0.8'
0.5'
0.8'
0.6'
0.6'
0.8'
ELEC. METER
LIGHT (TYP.)10'UTILITY EASEMENT
10.00'
SEWER CLEANOUT
8240 8240
8190
8200
821 0
8
2
2
0
8230
8230
8240
42
44
42
33.9
33.8
33.5
36.6
36.6
37.6
38.2
38.8
39.2
39.8
40.1
40.3 40.3 40.4
40.5
40.7
40.7
40.4
39.7
39.2
38.7
38.5
38.3
39.1
39.8
40.4
40.3
40.2
40.1
40.3
40.5
40.8
40.0
40.2
40.0
40.8
42.1
42.1
42.8
40.1
40.4
40.7
41.3
41.9
42.4
43.2
43.9
44.4
44.8
45.0
45.4
45.7
45.846.1
46.1
45.9
45.6
45.3
44.944.7
44.5
44.0
43.6
43.1
42.3
41.7
41.4
41.1
40.9
40.9
41.4
42.0
42.6
43.3
44.0
44.6
45.2
45.7
45.9
43.7
43.4
44.3
44.4
43.7
43.6
43.4
43.6
43.5
43.4
42.3
41.9
41.9 N 12° 20' E 126.06'N 77° 40' W 157.42'
S 72° 50' E 157.98' S 12° 20' W 112.75'WOOD RET.WALL
TERRACED ROCK WALL (TYP.)
0' 10' 20' 30'
FOUND PIN & CAP
L.S. No. 16827
SEWER MANHOLE
(APPROXIMATE LOC
(INV. ELEV. = 8184
FND PIN & CAP
L.S. # ILLEGIBLE
FND ALUM PIN & CA
(3' TRUNK DIA.)
LOT 26
FOREST ROAD
LOT 29
LOT 30
LOT 28
LOT 31
GV
GV
GV
GV
GV
LAWNAW
44 S 72° 50' E 157.98' 1 0'-0"
1 0'-0"
EXISTING EVERGREEN TREETO REMAIN (TYP.)EXISTING DECIDUOUS TREETO REMAIN (TYP.)
18
28
30N 12° 20' E 126.06'S 12° 20 ' W 112.75'LAWN
40
38
36
34
42
42
38
40
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCELIMITS OF DISTURBANCET.O. ROOF STRUCT. @ 66' - 2 1/2"
20' FRONT SET BACK15' SIDE SET BACK15' SIDE SET BACK10
12
14
16
18
20
22
24
26
28
30
32
34
08
06
04
10
12
14
16
18
20
22
24
26
28
30
32
34
08
06
04
2" / 12"2" / 12"1/4" / 12"1/4" / 12"T.O. ROOF STRUCT. @ 57' - 0 1/8"
OPEN TO BELOW
4' UNHEATED CONC. PAN
(CENTER OF PAN 2" LOWER THAN
SIDES)
HATCHED REGION SHOWS
DRIVEWAY SNOW MELT HEAT
SYSTEM IN STREET RIGHT OF WAY IS
ON A SEPARATE ZONE AND LABELED
AT THE CONTROL BOX
MECHANICAL / PLUMBING
PLANS TO REFLECT
FIXTURES ON BACK WATER
VALVE AS REQ'D BY THE
IPC
T.O. ROOF STRUCT. @ 57' - 0 1/8"
T.O. ROOF STRUCT. @ 62' - 0 3/16"
NEW 4" WATER SERVICE
LINE CONNECTS TO 'T' TO
CURB STOP
PROPOSED
CURBSTOP @
PROPERTY LINE
W
PROPOSED
UNIT WATER
SERVICE LINE
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
G
T
P
E
LINE OF EXISTING
WALL TO BE
REMOVED
EXISTING PARKING AREA
TO BE REMOVED
#1
EXISTING GRADE @ 53' - 6"
EXISTING GRADE @ 23' - 8"
PRE-EXISTING GRADE @ 30' - 8" #2
PRE-EXISTING GRADE @ 31' - 0"
#3
#4
PRE-EXISTING GRADE @ 27' - 0"
#5
PRE-EXISTING GRADE @ 37' - 0"
#6
(1) 9X19 EXT.
PARKING SPACE
(2) 9X18 ENCLOSED
PARKING SPACES
(1) 9X19 EXT.
PARKING SPACE
(1) 9X18 ENCLOSED
PARKING SPACE
(1) 9X18 ENCLOSED
PARKING SPACE
E
E
G G G G G G
PROPOSED
GAS METER
LOCATION
PROPOSED
ELEC. METER
LOCATION
T
P
PRE-EXISTING GRADE @ 24' - 6"
T.O. METAL GRATE DECK @ 29' - 9 11/16"
T.O. METAL GRATE DECK @ 16' - 4"
54' - 3"
BBQ HOOD EXHAUST,
MECH. INTAKE AND
EXHAUST, AND PLUMBING
VENTS LOCATED IN
CHIMNEY
PROPOSED DRAINAGE
EASEMENT
5' - 0"
SNOW STORAGE
AREA IS 110 SF
COORDIANTE WITH LANDSCAPER 12' - 7"R
32
'
-
8
"4' - 2 3/16"9
0
.
0
°
31' - 4 1/8"
GENERAL NOTES:
LOT SIZE IS .4315 ACRES EQUAL TO 18,796 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 18 LIGHTS ARE ALLOWED. 18 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
*1- ROOF EAVE HEIGHT @ SHEATHING = 53' - 6 3/4"
PRE-EXISTING GRADE BELOW EAVE = 23' - 8"
ROOF HEIGHT = 29' - 10 3/4"
*2- ROOF EAVE HEIGHT @ SHEATHING = 57' - 0"
PRE-EXISTING GRADE BELOW EAVE = 27' - 0"
ROOF HEIGHT = 30'- 0"
*3- ROOF EAVE HEIGHT @ SHEATHING = 53' - 6 3/4"
PRE-EXISTING GRADE BELOW EAVE = 23' - 8"
ROOF HEIGHT = 29' - 10 3/4"
*4- ROOF EAVE HEIGHT @ SHEATHING = 62'- 3 3/4"
PRE-EXISTING GRADE BELOW EAVE = 30'- 8"
ROOF HEIGHT = 31' - 7 3/4"
*5- ROOF EAVE HEIGHT @ SHEATHING = 63'- 6"
PRE-EXISTING GRADE BELOW EAVE = 31'- 0"
ROOF HEIGHT = 32' - 6"
*6- ROOF EAVE HEIGHT @ SHEATHING = 66' - 4 5/8"
PRE-EXISTING GRADE BELOW EAVE = 37' - 0"
ROOF HEIGHT = 29' - 4 5/8"
4.) LANDSCAPE AREA CALCULATIONS:
SEE SHEET A2.8
5.) SNOW STORAGE CALCULATIONS:
IF DRIVE WAY IS HEATED 10% OF THE TOTAL DRIVEWAY ARE MUST BE SNOW STORAGE
TOTAL HEATED DRIVEWAY AREA= 1,086 SF
THEREFORE 108.6 SF IS NEEDED FOR SNOW STORAGE
TOTAL SNOW STORAGE AREA PROVIDED= 110 SF, WHICH EXCEEDS THE REQUIREMENT OF 108.6 SF.
6.) TOTAL NUMBER OF TREES BEING REMOVED IS 43:
(TREES BEING REMOVED ALSO SHOWN ON LANDSCAPE PLAN)
23 DECIDUOUS
20 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 A3.1, A3.2, AND A3.3 FOR MICRO GRADING AT BUILDING EDGE AND AT PATIOS.
Scale
Drawn by
Checked by
US Mail Only: P. O. Box 2378Physical / 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
8/27/2018 11:52:12 AMA2.1
SITEPLAN
AG
HB165 FOREST RD VAIL, CO08-21-2018VAIL VILLAGE FILING 1, BLOCK 7, LOT 29CONSTRUCTION
DOCUMENTS
1" = 10'-0"1 SITE PLAN
No. Revision Date
Revision
Description
3 12/22/2017 ASI 3
COORDINATE WITH LANDSCAPE
3
3
3
3
DRB
APPROVED
8/31/2018
12:00:00 AM
DRB
APPROVED
8/31/2018
12:00:00 AM
DRB
APPROVED
8/31/2018
12:00:00 AM