HomeMy WebLinkAboutDRB140564_A1.2KATSOS_1424105160.pdfREF.
DRIVEWAY
0.3 1.0
1.2 1.2
0.8
0.3
1.0 0.5
1.2
1.2
0.8
0.6
0.8
0.5
1.2
0.8
0.5
0.5
0.4
0.7
0.8
0.4
1.2
1.2
0.8
1.5
PHONE PED
WALL
TIE WALL
TIE
WALL
PHONE PED
X8411.9 X
8423.2
X
8424.2
K A T S O S R A N C H R O A D ( 4 0 ' R. O . W. )
K A T S O S R A N C H R O A D ( 4 0 ' R. O . W. )
OT 6
LOT 5
x
8400.3
GARAGE SLAB EL
FOUND PIN & CAP
L.S. 11413
2 STORY WOOD
FRAME HOUSE
0.483 ACRES
OVERHANG
CONCRETE
FOUND PIN & CAP
L.S. 11413
FOUND PIN & CAP
L.S. 26598
FOUND PIN & CAP
L.S. 11413
3.3
9.5
8.2
15.8
4.9
3.0
2.7
8.0 6.3
14.1
0' 10' 20' 30'
8390
8390
8380
8370
02
04
08
06
04
8400
8400
8390
98
96
94
92
88
86
84
82
78
76
74
72
68
66
64
62
8380
70
66
68
70
72
74
76
78
80
82
84
86
88
90
92
94
96
98
64
68
70
72
74
76
78
80
82
84
86
8360.3
8360.0
8361.8
8362.5
8363.6
8365.6
8364.9
8367.8
8367.3
8370.0
8369.5
8371.9
8371.6
8374.5
8373.8
8376.8 8376.5
8378.8
8378.9
8380.1
8380.4 8381.5
8383.7
8383.5
8382.6
8385.3
8385.0
8388.0
8387.5
8389.4
8390.7
8393.0
8393.3
8395.0
8395.4
8397.3
8398.1
8399.5
8401.28401.0
8409.7
8409.4
8408.7
8407.0
8406.3
8405.6
8404.4
8404.3 8404.5
8404.1
8403.3
8402.4
8404.0
8404.18402.0
8401.2
8400.7
8400.4
8400.2
DRAIN
8400.2
8399.8
FLOWLINE
8400.7
8400.2
8400.6
8400.6
8400.4
8401.0 8402.7
8400.3
8401.0
8394.3
8390.4
8393.1
8388.5
8393.7 8394.4
8391.0
ENTRY
8391.2
8388.5
ENTRY
8388.8
2ND FLOOR
DECK
8397.3
ENTRY
8397.5
TOP
WALL
8404.9
TOP
WALL
8404.9
8400.6
8394.5
8410.7
8413.1
SEWER MANHOLE 0380
MEAS. RIM 8395.8
INV=8384.7
BASIS OF ELEVATION
STORM
MA
NHOLE
TOP/BACK CURB
FLOWLINE
CURB
TOP/BACK
CURB
FLOWLINE
CURB
EDGE
ASPHALT
ROAD
BLOCK
WALL
BLOCK
WALL
STAIRS
R
OCK
PLANTER
LIGHT
POLE
WOOD
FENCE
WOOD
FENCE
FIRE
HYDRANT
SEWER MANHOLE 0400
MEAS. RIM 8386.1
MEAS. INV 8380.4
INV. OUT
1' CMP
8381.8
WOOD TIE WALL
BOULDER
WALL
ROCK OUTCROP
ROCK
OUTCROP
SHED
DRAIN
8397.2
8396.6
8398.0
8398.2
8396.8 8397.4
8399.9
BLOCK
WALL
8405.4
8402.8
8401.2
FLAGSTONE
WALK
ROCK
WALK
WOOD
TIE
WALL
BLOCK
WALL
WATER VALVE
EDGE
EDGE
ASPHALT
ROAD
=07°38'16"
R=1367.77'
L=182.33'
T=91.30'
C LEN=182.20'
BRG=S60°07'44"E
S56°18'36"E 49.20'
=161°40'46"
R=15.00'
L=
42.33'
T=93.07'
C LEN=29.62'
BRG=S24°31'47"W
=14°49'49"
R=214.38'
L=55.49'
T=
27.90'
C LEN=55.33'
BRG=N82°02'44"W
N89°27'39"W 198.06'
N26°03'08"E 150.78'
8376'-9"
836
6'-6"
8366'-6"
8365'-4"
8365'-4"
8366'-0"
8376'-0"
8387'-4"
8387'-4"
8397'-7"
8387'-0"
8387'-6"
8387'-2"
8401'-2 1/2"
8401'-2 1/2"
8400'-0 1/2"
G
S
EXISTING HOUSE TO REMAIN -
FOUNDATION, FLOORS, AND
WALLS ( ROOF STRUCTURE TO
BE REPLACED). SHOWN IN RED
HATCH.
REMOVE
SHED
PROPOSED
LOT SPLIT LINE
AREA OF MAIN
EXCAVATION SHOWN
ORANGE HATCHED
AREA = 6,034 SQ. FT.
SITE STAIRS AND WALLS
ALONG EDGE OF
DRIVEWAY TO REMAIN
NEW STONE PATH TO BE INTEGRATED
INTO NEW CONSTRUCTION
DASH LINE
REPRESENTS FUTURE
HOUSE FOOTPRINT
DASH LINE
REPRESENTS
FUTURE HOUSE
FOOTPRINT
FLOOR ELEVATION AT
FUTURE EAST UNIT
LOWER LEVEL = 8387'-6"
FLOOR ELEVATION AT
FUTURE WEST UNIT
LOWER LEVEL
GARAGE SLAB = 8366'-6"
14.5' DEEP
EXCAVATION AT
CORNER
LARGE BOULDER TO REMAIN
AN BECOME INCORPORATED
INTO RETAINING WALLS
TREE TO SAVED
IF POSSIBLE
15.5' DEEP
EXCAVATION
AT CORNER
LARGE BOULDER TO REMAIN
AN BECOME INCORPORATED
INTO RETAINING WALLS
8398' INTERPOLATED
8396' INTERPOLATED
8394' INTERPOLATED
8392' INTERPOLATED
8390' INTERPOLATED
8388' INTERPOLATED
8400' INTERPOLATED
8402' INTERPOLATED
EXISTING
CONCRETE
DRIVEWAY
TO PREPPED FOR
RADIANT
HEATING.
20' FRONT YARD SETBACK
20' - 0"
LIMITS OF CONSTRUCTION FENCING
LIMITS OF
CONSTRUCTION
FENCING
15' - 0"
15' SIDEYARD SETBACK
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS
1/29/2015 5:31:32 PM
A1.2 SITE PLAN - DEMOLITION 1406
Katsos Ranch Renovation
VAIL DRB FINAL SUBMITTAL 1-29-15 Katsos Ranch, LLC 3235 Katsos Ranch Road, Vail CO 1" = 10'-0"
1
SITE PLAN - DEMOLITION
No. Description
Date
DRB
APPROVED
2/2/2015 12:00:00 AM