HomeMy WebLinkAboutB15-0274_A2.9_1460575740.pdf0.5'
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PHONE PED.
ELEC. METER
LIGHT (TYP.)10'UTILITY EASEMENT
10.00'
SEWER CLEANOUT
8240 8240
8190
8200
8210
82208230
8240
42
44
42
33.9
33.8
33.5
36.6
37.6
40.1
40.3 40.3
40.5
40.7
40.7
40.4
39.7
39.2
38.7
38.5
39.8
40.4
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
41.9
42.4
43.2
43.9
44.4
44.8
45.0
45.4
45.7
45.8
46.1
46.1
45.9
45.6
45.3
44.9
44.7
44.5
44.0
43.6
43.1
42.3
41.7
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
41.9N 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 LOCATION FROM U.E.V.S.D. AS-BUILTS)
(INV. ELEV. = 8184.0' FROM AS-BUILTS)
MH 8-A-5.1
FND PIN & CAP
L.S. # ILLEGIBLE
FND ALUM PIN & CAP
(3' TRUNK DIA.)
LOT 26
FOREST ROAD (50' R.O.W.)
LOT 29
LOT 30
LOT 28
LOT 31
GV
GV
GV
GV
GV
0.5'
0.5'
0.5'
0.5'
0.8'
0.8'
0.8'
0.5'
0.8'
0.6'
0.8'
PHONE PED.
ELEC. METER
LIGHT (TYP.)
10'UTILITY EASEMENT
10.00'
SEWER CLEANOUT
8
240 8
240
8
190
8
200
8
210
8
2208
230
8
240
42
44
42
33
.9
33 .8
33 .5
36
.6
37 .6
40 .1
40 .3 40 .3
40 .5
40 .7
40
.7
40 .4
39
.7
39
.2
38
.7
38 .5
39
.8
40
.4
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
.9
42 .4
43
.2
43 .9
44 .4
44
.8
45
.0
45
.4
45
.7
45
.8
46
.1
46
.1
45
.9
45
.6
45
.3
44
.9
44
.7
44.5
44 .0
43.6
43
.1
42 .3
41 .7
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 .9N
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 LOCATION FROM U.E.V.S.D. AS-BUILTS)
(INV. ELEV. = 8184.0' FROM AS-BUILTS)
MH 8-A-5.1
FND PIN & CAP
L.S. # ILLEGIBLE
FND ALUM PIN & CAP
(3' TRUNK DIA.)
LOT 26
F
OREST ROAD (50' R.O.W.)
LOT 29
LOT 30
LOT 28
LOT 31
GV
GV
GV
GV
GV
20' FRONT SET BACK1
5' SIDE SET BACK15' SIDE SET BACK
10
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
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
BUILDING TO BE
REMOVED
LINE OF PROPOSED BUILDING
(6) EVERGREENS TO BE
REMOVED
EXISTING PARKING AREA
TO BE REMOVED
(3) EVERGREENS TO BE
REMOVED
(4) DECIDUOUS TO BE
REMOVED
(3) EVERGREENS TO BE
REMOVED
(2) DECIDUOUS TO BE
REMOVED
(2) EVERGREENS TO BE
REMOVED
(2) DECIDUOUS TO BE
REMOVED
(2) DECIDUOUS TO BE
REMOVED
(4) DECIDUOUS TO BE
REMOVED
(2) EVERGREENS TO BE
REMOVED
(1) DECIDUOUS TO BE
REMOVED
(3) DECIDUOUS TO BE
REMOVED
(3) EVERGREENS TO BE
REMOVED
(2) EVERGREENS TO BE
REMOVED
(4) DECIDUOUS
TO BE REMOVED
(1) EVERGREEN TO BE
REMOVED
(1) DECIDUOUS
TO BE REMOVED
(1) DECIDUOUS
TO BE REMOVED
(4) EVERGREENS TO BE
REMOVED
EXISTING TELEPHONE
EXISTING MARKED GAS LINE
E
E
G
G G
G
G
G
PROPOSED
GAS METER
LOCATION
PROPOSED
ELEC. METER
LOCATION
T
P
PORTABLE TOILETS
CONSTRUCTION
DUMPSTER
VEHICLE /
EQUIPMENT
PARKING
MATERIAL
STORAGE
SILT FENCE INSTALLED AT LIMITS OF DISTURBANCE
ALONG DOWN HILL SECTIONS OF SITE PER
LANDSCAPE ARCHITECTS REQUIREMENTS.
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE
CONSTRUCTION
TRAILER
VEHICLE /
EQUIPMENT
PARKING
VEHICLE /
EQUIPMENT
PARKING
NEW JERSEY BARRIER INSTALLED AT LIMITS OF
DISTURBANCE ALONG DOWN HILL SECTIONS OF SITE
PER LANDSCAPE ARCHITECTS REQUIREMENTS.
Scale
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
Issue Date
REVISION
1" = 10'-0"
8/3/2015 13:04:21
A2.9
STAGING
PLAN
AG
HB
165 FOREST RD VAIL, CO
07/27/2015
VAIL VILLAGE FILING 1, BLOCK 7, LOT 29
PRELIMINARY
BUILDING PERMIT SET
1" = 10'-0"
1
STAGING PLAN
No. Revision Date
Revision
Description
04/13/16