HomeMy WebLinkAboutB17-0162_A1.1_1504018559.pdf24"COTTONWOOD
EDGEOF
ASPHALT
DAVOS TRAIL
50' ROW
LOT
18
EDGE OF CONCRETE
LOT 19BLOCK B
ASPEN GROVE4" PINE
6" PINE
8" PINE
8" PINEFOUND #5REBARS36°37'14"E-3.99'FROM LOTCORNER
TV PED12" PINE
FOUND 11_
2"BLANKALUMINUMCAP
FOUND REBAREDGE OF ASPHALT
FOUND #5REBARWITHWASHERRIM EL =8028.3North
42'
44'
46'
48'
50'
52'
54'
56'
58'
60'
66'
68'
70'
34'
32'
32'
34'
36'
38'
42'
44'
46'
48'
50'
40'
52'
54'
56'
58'
60'
68'
70'
28'
30'
56'
56'
55'
B
ASIS
OF
BE
A
RIN
G
S
5
6
°
11'3
7
"W3
7
7.1
1'
BOULDER WALL
BOULDER WALL
CULVERT INLET
LOT9
LOT 10LOT 17
LOT 19LOT 8
BUILDINGCORNER
BUILDING CORNER
BUILDING
CORNER
15' SIDE
SETBACK
15'
SIDE
SETBACK
15' BACK SETBACK
20'
FRONT
SETBACK
7'
UTILITY
EASEMENT
RECEPTION
NO.
103252
large evergreen trees
P
Q
TV
CO
S
8030
8040
8050
8060
8070
DN
DN
DN
DN
DN
DN
DN
32/47/57'6
8047' - 2"
8031' - 9 3/4"
8030' - 0"
T.O. WALL
B.O. WALL
4'
T.O. WALL
B.O. WALL
3'
8036'
8033'
8043'
8039'
8054' - 0"
8042' - 2"
8055' - 2"
T.O. WALL
B.O. WALL
4' 8047'
8043'
T.O. WALL
B.O. WALL
4' 8054'
8050'
T.O. WALL
B.O. WALL
4' 8054'
8050'
T.O. WALL
B.O.
WALL
6' 8060'
8054'
8%
5%
<5% grade
10' - 6 1/2"
8% grade at centerline 18' - 9" 3'-0" pan at street
T.O. WALL
B.O. WALL
3'-3"
8041'-3"
8037'
T.O. WALL
B.O. WALL
3'
8049'
8046
T.O. WALL
B.O. WALL
2'
8039'
8037'
T.O. WALL
B.O. WALL
3'-3" 8045'3"
8042'
3'-0" pan at street
8030' - 6"
8029' - 0"
T.O. WALL
B.O. WALL
6' 8056'
8050'
8057' - 9"
MIN
2' - 0"
8049' - 6"
seat wall
17' - 6"
7' - 6"
hot tub
52'
54'
56'
58'
8049' - 7"
8032' - 10"
8031' - 4"
8032' - 11"
8037' - 1"
8041' - 11"
T.O. WALL
B.O. WALL
3'
8035'
8032'
T.O. WALL
B.O. WALL
3'
8037'
8034'
8036' - 11"
wall stepping downhill with grade
T.O. WALL
B.O. WALL
3'
8049'
8046'
4' - 6" 2' - 0"
8045' - 3"
T.O. WALL
B.O. WALL
4'
8047'
8043'
8040' - 3 1/2"
5' - 3" 8"
GUEST PARKING
EXTERIOR GUEST PARKING
EXTERIOR
22' - 2 1/2"
20' - 6"
Gas Meter
Gas meter
in grade under
porch over hang
elec meter,phone
and cable in side
wall of garage.
Provide 3'X3' flat
area in fron of
meter closet
connect to gas line in ditch
elec meter
phone
and cable
in side wall
of garage
WATERPROOF DECK AT MAIN LEVEL
WATERPROOF DECK AT MAIN LEVEL
WATERPROOF DECK AT UPPER LEVEL
SEWER
SEWER
SEWER
SEWERSEWERSEWER
8034' - 3 1/4"
8032' - 1 3/8"
TV TV TV
TV
TV
TV
TV
TV
TV
PHONE
PHONE
PHONE
PHONE
PHONE
PHONE
PHONE
PH
O
N
E
CONNECT TO WATER LINE IN STREET OR EASEMENT
WATER
WATER
CONNECT TO WATERLINE IN STREET OREASEMENT
WATER
WATER
8%
5%
25' - 0 5/8" 41' - 11 5/16"
X X X X X X X X X X X X X X X X X X X X
X
LIMITS OF DISTURBANCE FENCING
X
X X X X X X X X X X X X X X X X LIMITS OF DISTURBANCE
FENCING
WITH
SILT
FENCING
X
X
X X X X X X X X X X X X X X LIMITS OF DISTURBANCE
FENCING
WITH
SILT
FENCING PROVIDE JUTE
ROLES STAKED IN
DRAINAGE
DITCH/SWALES
(TYPICAL)
PROVIDE STRAW AND PLASTIC NETTING ON
SLOPES FOR ERROSION CONTROL AND TO
HOLD RESEEDING IN PLACE
CONNECT THE (2) CONCRETE PANS AT STREET.
CULVERTS WILL NOT BE REQUIRED (PER PUBLIC
WORKS REVIEW)
PROVIDE JUTE
ROLES STAKED IN
DRAINAGE
DITCH/SWALES
(TYPICAL)
8057' - 9"
8046' - 0"
WATERPROOF DECK AT UPPER LEVEL
T.O. WALL
B.O. WALL
6'
8044'
8038'
undisturbed area
5197.5 s.f. 15' - 0 5/8"
PARTY
WALL
T.O. WALL
B.O. WALL
4' 8062'
8058'
21' - 3 5/8"
MAX STAIR INTO SETBACK
7' - 6"
STAIR CONSTRUCTED OF THICK LIMESTONE PIECES IN
GROUPS OF 3. PROVIDE 3'-0" MIN LANDING AS MEASURED
AT CENTERLINE OF STAIR WALKWAY
MINIMUM TREAD = 11"
FD.
FD.
FD. FD.
CAST IN PLACE WALL
8030'
-1" ++ 8029-10" 8029
'-1" +
8028'
-10" +8029'-1" +
8028'-10" +
8030'-1" +
+ 8029-10" 8029'-7.6" +
8030'-0.4" +
8030'-6" +
10' - 0"
10' - 0" + 8029-11" + 8030'-8.6" + 8031'-1.4" + 8031'-5.2" 8028'-11" +
8029'-8.6" +
10' - 0"
8030'-4" +
R @7 3/16"
19
8054' - 7 1/2"
8052' - 10 7/16"
8051' - 0 7/8"
8049' - 3 5/16"
8047' - 5 11/16"
8045' - 8 1/8"
8043' - 10 9/16"
3'-0" MIN
970.328.5151
OFFICE
PO Box 1587,
Eagle, CO 81631
www.martinmanleyarchitects.com
Project
number
Date
REVISIONS
7/5/2017
3:35:31 PM
A1.1 SITE
PLAN
1670 2655
Davos
Trail
PERMIT
SET
04-28-17
Custom
Duplex at Vail Colorado
1/8" = 1'-0"
1
0.0 SITE PLAN
True
North
Project
North
Drive area:
West unit: 608 s.f. of drive
East unit: 503 s.f. of drive
Snow storage = (required =30% of Drive area):
West unit snow storage= 182.4 s.f. required, 200 s.f. provided
East unit snow storage= 150.9 s.f. required, 175 s.f. provided
Parking per unit = 3 spaces, (2 interior and 1 exterior)
No. Description Date
1 Revision 1- BUILDING
DEPT COMMENTS
7-5-17
Grade ditch to drain from
west driveway culvert inlet to
concrete pan.
08/29/17