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W
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LOT 15
LOT 17
COLUMBINE DRIVE
(50' R.O.W.)
EM
S
.
DN
CUT BACK PAVING AND RE-VEGETATE
WITH NATIVE GRASSES TO FILL IN
PASS THRU DRIVE
EXISTING AREAS
GORE CREEK
EXISTING DRIVE
NEW ASPHALT DRIVE
REMOVE / MITIGATE TREES - VERIFY SPECIES
AND LOCATION BEFORE CUTTING
15' - 0"
EXISTING DRIVE
ADDED SF AREAS
ROOF OVER
CARPORT 8410
8414
8414
8412
8416
NEW CONSTRUCTION BOUNDARY FENCE
& LIMITS OF DISTURBANCE: EROSION
CONTROL ON DOWNHILL SIDE - USE SILT
FENCING.
7' - 0"
8414
USE MEASURES TO PROTECT
EXISTING TREES AND
SHRUBS DURING
CONSTRUCTION
UTILIT
Y & P
UBLI
C A
CCES
S
E
A
S
EME
NT
1
00 Y
R FLO
O
D LINE
50' STREAM
SETBACK
8410
50' STREAM
SETBACK
9'X19'
UNENCLOSED
PARKING
9'X18'
ENCLOSED
PARKING
9'X18'
ENCLOSED
PARKING
L-1
L-3
L-3
L-1 L-1
L-2
L-2
L-1: Exterior Recessed
Downlight 6" (total 3)
L-2: Exterior Recessed
Downlight - Sloped 6"
(total 7)
L-3: Exterior Recessed
Downlight 4" (total 3)
NEW LOCATION OF DECK
STAIRS
TOTAL PAVED SURFACE = 2,631
S.F.
TOTAL SNOW STORAGE
= 1,183 S.F.
14.7
14.7
15.0
14.6
BOULDER WALL:
1' HEIGHT
BOW = 14'
TOW = 15'
BOULDER WALL:
2' HEIGHT
BOW = 12.7'
TOW = 14.7'
BOULDER WALL:
1'-6" HEIGHT
BOW = 13'
TOW = 14.6'
2
0' - 0"
8413
BOULDER WALL:
1' HEIGHT
BOW = 14'
TOW = 15'
L-2
EXTERIOR LIGHTING
L-2
L-2
L-2 L-2
L-3
L-2
See cut sheets for more
details on exterior lighting
9' x 18'
ENCLOSED
PARKING
9' x 19'
UNENCLOSED
PARKING
9' x 19'
UNENCLOSED
PARKING 9' x 19'
UNENCLOSED
PARKING
9' x 19'
UNENCLOSED
PARKING
8442' - 3 1/2"
8444' - 1 3/4"
8430' - 2 3/4"
1.6%
3%
2%
Revegitate disturbed
areas with native grasses
8444' - 2"
8431' - 0 1/2"
8434' - 0 1/4"
NOTES:
1 FOUNDATION WALLS ARE DESIGN TO HAVE 4'-0" FROST DEPTH. FOUNDATION WALL DEPTH AND DIRECT BEARING ON
BEDROCK WILL BE EVALUATED DURING EXCAVATION AND CONSTRUCTION.
3 PROVIDE STAKED STRAW ROLLS AND JUTE MAT AT DRAINAGE SWALES TO CONTROL EROSION. PROVIDE
STRAW ON STEEPER HILL SIDES TO HOLD REVEGITATION SEEDING AND SOIL IN PLACE.
NEW CONSTRUCTION BOUNDARY FENCE
& LIMITS OF DISTURBANCE: EROSION
CONTROL ON DOWNHILL SIDE - USE SILT
FENCING.
7' - 6"
1" = 10'-0"
1
SITE PLAN
Project number Date REVISIONS
Consultants:
Structural Engineering:
Monroe & Newell Engineers, Inc. Peter Monroe
(p) 303.623.4927
(f) 970.949.4054
avon@monroe-newell.com
Evans Chaffee Construction Group, Inc.Chris Evans
(p)970.845.0466
(f) 970.845.0465
(e)cevans@evanschaffee.com
Eagle Valley Surverying, Inc.(p)970.949.1405
General Contractor:
Surveyor:
3/3/2015 9:48:17 AM
A1.1
SITE, GRADING, LIGHTING & LANDSCAPE
1404 Residence Renovation
VAIL DESIGN REVIEW SUBMITTAL FEB 09, 2015 Chris & Michele Evans
4126 Columbine Dr. Vail, CO
Lot 16, Bighorn Subdivision
NORTH
1 No. Description
Date
1 DRB Requested Revisions 02.27.15 DRB
APPROVED
3/4/2015 12:00:00 AM