HomeMy WebLinkAboutB15-0021_A1-1_1435164000.pdfDN
8063.12
8060.80
8057.76
8056.43
8053.23
8050.24
8047.11
8042.01
8037.39
8034.218032.64
8060
8020
8010
8000
7990
7980
8040
8030
8020
8010
8000
7990
7980
7'-6"
7'-6"
15'-0"
15'-0"
15'-0"
20'-0"
20'-0"
LOT 10
1.018 ACRES
2755 SNOWBERRY DRIVE
8051
8053
8055
8057
8047
8045
8 0 4 3
MAGNETIC
S
PH
S
TV
S
DN
8020'
8018'
8016'
8014'
8010'
8012'
8008'
LIMITS OF DISTURBANCE
WITH SILT FENCING ON
DOWNHILL PERIMETER
9'x18'
PARKING
SYM. EXTERIOR LIGHT FIXTURES
WEST UNIT 1 PENDANT MOUNT + 6 WALL MOUNT + 3 LANDSCAPE= 10 FIXTURES
EAST UNIT 6 WALL MOUNT + 3 RECESSED CAN + 5 LANDSCAPE= 14 FIXTURES
(MAX BULB WATTAGE TO BE INSTALLED IS 25 WATTS)
PROJECT
NORTH
TRUE
NORTH
8050' - 10 1/8"
8057' - 3"
8062' - 3"
8056' - 9"
8048' - 0"
8049' - 11 3/8"8051' - 7 3/4"
8055' - 11 1/2"
8055'-0"
3'-0" 8052'-0"
8052'-0"
3'-0" 8049-0"
8050'-0"
6'-0" 8044-0"
44'
42'
40'
8043'-0"
4'-0" 8039'-0"
2'-9" 8039-3"
8042'-0"
8034'-0"
6'-0" 8028-0"
48'
8047'-0"
6'-0" 8041-0"
8054'-0"
3'-0" 8051'-0"
nat grade :8031'-9"
eave:
bldg ht =32'-9 1/2"
9'x18'
PARKING
8053' - 1 1/2"
nat grade :8020'-3"
ridge:
bldg ht =32'-10 1/2"
8070' - 0 1/2"
new grade : 8041'-0"
nat grade :8041'-9"
ridge:
bldg ht =28'-6 5/8"
nat grade :8023'-9"
ridge:
bldg ht =32'-8 5/8"
8056' - 5 5/8"
8048' - 7 5/8"
nat grade :8017'-9"
eave:
bldg ht =31'-10 5/8"
nat grade :8017'-0"
eave:
bldg ht =32'-6 1/2"
8070' - 0 1/2"
nat grade :8038'-3"
ridge:
bldg ht =31'-3 5/8" 8066' - 8 3/4"
8056' - 5 3/4"
8055' - 7 1/4"
8060' - 6 5/8"
8068' - 7 1/2"
8065' - 0 1/2"
8049' - 6 5/8"
8068' - 8 1/4"
8068' - 8 3/8"
nat grade :8036'-0"
ridge:
bldg ht =32'-8 1/4"
nat grade :8031'-0"
ridge:
bldg ht =29'-6 5/8"
nat grade :8023'-6"
eave:
bldg ht =27'-4 1/8"
nat grade :8025'-9"
eave:
bldg ht =31'-6 1/4"
8020
8030
8040
8050
8060
22
24
26
28
32
34
36
38
4' CONCRETE PAN
4' CONCRETE PAN
NEW EASEMENT
LINE
22
24
26
28
+28'-6"
+28'-6"
+28'-6"
18
20
18
8020
22
24
26
28
+24'"
+27'
+22'-6"+22'+20'-6"
LINE OF BUILDING AT GRADE
8052' - 8 1/8"
8038'-6"
2'-6"
8036-0"
30
32
34
36
38
40
+28'-0"
UNDER WINDOW
+38'-3"
41' ++41'-6"
+41'-4"
41'-6"+SITE
TRENCH
DRAIN
8040' - 5"
8048'-0"
2'-0"
8046'-0"
8044'-0"
3'-7" 8040''-5"
8048' - 9 1/2"
RECESS NICHE FOR
REMOTE LOCATED
GAS METERS
23' - 0"
LIMITS OF DISTURBANCE
WITH SILT FENCING
LIMITS OF DISTURBANCE
WITH SILT FENCING ON
PROPERTY LINE
ELECTRICAL SERVICE
METERS ARE TO BE
LOCATED ON NEW
POLE SUPPORT.
METER MOUNTING
HEIGHT OF 4'-0"
(CONFIRM WITH HOLY
CROSS ENERGY ON HT)
(SCREEN FROM HOUSE
BY LANDSCAPING)
S
S
S
CONNECT TO SEWERLINE IN EASEMENT ORAT MANHOLE INLOWER CORNER
4% DRIVE SLOPE
5% DRIVE SLOPE
5% DRIVE SLOPE
WEST UNIT
E
A
S
T UNIT
600 S.F. OF
SNOW STORAGE
200 S.F. OF
SNOW
STORAGE
E
E
E
E
E
E
E
E
E
E
E
E
8058.20_____
8% DRIVE SLOPE
G
W
W
W
G G G G
W
DAY LIGHT SITE DRAIN
PH
W W W W
G G
25' - 0"
12' - 4"
10' - 0"
5'-0" to guardrail
NEW GUARDRAIL
5'-0" FROM ROAD EDGE
56'11 3/8" 8%
57'9"
1
1
REMOVED BOULDERS
EXISTING GRADE/SLOPE
TO RESTORED IN THIS
AREA
+43'
8039' - 0"
EXISTING POLE WAS
REMOVED BY HOLY
CROSS. NEW BURIED
LINE IS WITHIN
EASEMENT
26'-1 1/2".
TRENCH DRAIN LENGTH
20' - 6"
8053' - 4 1/4"
3
57'9"
8036-0"
4'-0"
8032-0"
8039'-0"
4'-0"
8043-0"
6' - 0"
36
38
SHADED AREA OF DRIVE REVISED DUE TO STREET GRADING
(STREET EDGE TO PREVIOUS PROPOSED 44' CONTOUR)
25' - 0"
24'-8" AT 1% DRIVE SLOPE
+43'-6"
8047'-0"
3'-0" 8044-0"
GUARD RAIL TO EXTEND CLOSE TO
DRIVE INTERSECTION WITH ROAD.
12" GALV. PIPE RAIL TO BE EMBEDDED
INTO THE BOULDER WALL
GUARD RAIL TO BE PLACED ABOVE BOULDER
WALL FOR NORTH SIDE OF DRIVE.
12" GALV. PIPE RAIL TO BE EMBEDDED INTO THE
BOULDER WALL
8% DRIVE SLOPE
3
3 14'-0" DRIVE WIDTH
8039' - 9"
8039' - 3" 12' - 0"
PLAN DETAIL
(4) 3/4" LAGS AT EACH 10x10 TIMBER POSTS
4"
10"
10"
NOT TO SCALE
4'-0" MIN DEPTH
2' - 6"
GRADE
10x10 TIMBER POSTS AT 8'-0" SPACING
ELEVATION DETAIL (STREET SIDE)
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date ConsultantAddress
Address
Phone Fax e-mail
Consultant
Address
Address
Phone
Fax e-mail
Consultant
Address
Address
Phone
Fax e-mail
REVISIONS
6/1/2015 2:21:04 PM
A1.1 Site Grading Plan
1455 Snowberry Lot 10
PERMIT SET 02.09.15 Mountain C.I. Holdings
Lot 10, Block 9, Vail Intermountain
2755 Snowberry Drive, West Vail, CO 81657
1" = 10'-0"
1
.SITE PLAN
FRENCH DITCH ASSEMBLY
GABION STONES ON FILTER FABRIC ON
FREE FLOWING 12" GRAVEL BED WITH 4"
PERFORADED PIPE WITH FILTER FABRIC
SLEEVE SLOPING TO DAYLIGHT
No. Description Date
1 REV #1 SITE COMMENTS12-02-14
2 REV #2 TOV Permit
comments
03-11-15
3 REV #3 DRIVE AND
GARAGE LVL CHANGE
05-27-15
FRONT SETBACK
3/4" = 1'-0"
2
GUARDRAIL AT STREET
2
06/24/15