HomeMy WebLinkAboutDRB140564_A1.1KATSOS_1424105160.pdf0' 10' 20' 30'
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8376'-9"
8366'-6"
8366'-6"
8365'-4"
8365'-4"
8366'-0"
8376'-0"
8387'-4"
8387'-4"
8397'-7"
8387'-0"
DN
DN
DN
DN
ENTRY
ENTRY
BOULDER WALL:
6' HEIGHT
BOW = 80'
TOW = 86'
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CONTRACTOR TO LOCATE EXISTING SEWER LINE
CONTRACTOR TO VERIFY LOCATION OF NEW SEWER LINE
CONTRACTOR TO VERIFY LOCATION OF EXISTING GAS LINE
CONTRACTOR TO VERIFY LOCATION OF EXISTING ELECTRIC & COMMUNICATION LINES
CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER LINE
LOCATION OF EXISTING GAS AND ELECTRIC METER.
ADDITIONAL DUPLEX METERS AT SAME LOCATION
EXISTING HOUSE TO REMAIN - FOUNDATION,
FLOORS, AND WALLS ( ROOF STRUCTURE TO BE
REPLACED). SHOWN IN RED HATCH.
REMOVE SHED
REPLACE W/
BLOCK WALLS
TO MATCH
LARGE
BOULDER
EXISTING
LARGE
BOULDER
EXISTING
"GROTTO"
PATIO
FLAGSTONE
ON SAND
"GROTTO"
PATIO
PROPOSED LOT SPLIT LINE.
2 HR FIRE SEPERATION AND
OWNER AGREEMENT AT
ROOF OVERHANGS
WEST
UNIT
EAST
UNIT
ROOF OVERHANGS DO NOT
EXCEED 48" UNLESS NOTED
8390'
8390'
88'
92'
94'
96'
88'
8385' - 9"
8388' - 11 1/16"
8397' - 7"
8410' - 9 11/16"
8386' - 10 11/16"
8385' - 9"
1" / 12"
2" / 12"
84
86'
80
BOULDER WALL:
4' HEIGHT
BOW = 78'
TOW = 82'
BOULDER WALL:
4' HEIGHT
BOW = 78'
TOW = 82'
BOULDER WALL:
6' HEIGHT
BOW = 78'
TOW = 72'
BOULDER WALL:
2' HEIGHT
BOW = 68'
TOW =70'
66
68 70
BOULDER WALL:
2' HEIGHT
BOW = 74'
TOW = 76'
BOULDER WALL:
4' HEIGHT
BOW = 68'
TOW = 72'
BOULDER WALL:
2' HEIGHT
BOW = 76'
TOW = 78'
BOULDER WALL:
2' HEIGHT
BOW = 80'
TOW = 82'
BOULDER WALL:
2' HEIGHT
BOW = 72'
TOW = 70'
BOULDER WALL:
3' HEIGHT
BOW = 82'
TOW = 85'
BOULDER WALL:
4' HEIGHT
BOW = 88'
TOW = 92'
EXISTING FLAGSTONE PATH
AND STAIRS,
-UNHEATED -
TIE INTO NEW PATIO
NEW PATH W/ FLAGSTONE
STEPS
HANDRAIL BOLTED INTO
SIDE OF EXISTING BOULDER
AREA OF UNHEATED
ASPHALT DRIVEWAY =
940 SQ. FT.
30% = 282 SQ. FT. FOR
SNOW STORAGE
3%
GRADE
SNOW STORAGE
COMBINED AREAS
= 450 SQ. FT.
3%
GRADE
AREA OF HEATED
CONCRETE DRIVEWAY
= 1,586 SQ. FT.
10% = 160 SQ. FT. FOR
SNOW STORAGE
SNOW STORAGE
AREA = 220 SQ. FT.
G
E
EXISTING 3%
SLOPE
EXISTING "FRENCH" DRAIN
SEND TO NEW PIPE UNDERGROUND
"FLATTEN" GRADING TO
CREATE YARD
BOULDER WALL:
3' HEIGHT
BOW = 85'
TOW = 88'
20' FRONT SETBACK
15' - 0"
15' SIDE YARD SETBACK
EXISTING STONE WALL
4' WIDE CONC. PAN
W/ 2" INVERT
(NO HEAT)
NOTE: PROVIDE SEPERATE HEAT
ZONE TO PAVEMENT AREAS
WITHIN T.O.VAIL PROPERTY
MARKED TOV OR ROW AT
CONTROL BOX.
NEW CONSTRUCTION BOUNDARY FENCE:
EROSION CONTROL ON DOWNHILL SIDE USE
SILT FENCING AND HAY BAILS.
SPECIAL INSPECTIONS NOTE:
THE GENERAL CONTRACTOR MUST SCHEDULE SPECIAL INSPECTIONS
WITH THE GEOTECHNICAL ENGINEER AS DESCRIBED IN THE SOILS
INVESTIGATION REPORT
UTILITY SCARS TO BE RE-GRADED TO
NATURAL GRADE AND RE-SEEDED W/
NATURAL VEGETATION.
2:1
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2:1
SLOPES
2:1 SLOPED
BENCH
2:1 SLOPED
BENCH
EXISTING CONDITIONS AT DRIVEWAY ENTRANCE TO REMAIN
17' - 4 7/16"
22' - 0 1/4"
8411' - 6 1/8" 8416' - 6 11/16"
8412' - 7 5/8"
8425' - 4 1/4"
8420' - 2 15/16"
8415' - 1 3/8"
8407' - 8 11/16"
7' - 6"
NO PATIO
ENCROACH
-MEN
T
NOTE: PROVIDE SEPERATE HEAT
ZONE TO PAVEMENT AREAS
WITHIN T.O.VAIL PROPERTY
MARKED TOV OR ROW AT
CONTROL BOX.
8420' - 11 1/16"
(+32'-11 3/4")
(+32'-11")
(+32'-4 1/4")
(+29'-1 3/8")
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CONTRACTOR TO VERIFY LOCATION OF NEW GAS LINE
CONTRACTOR TO VERIFY LOCATION OFNEW ELECTRIC & COMMUNICATION LINES
CONTRACTOR TO VERIFY LOCATION OF NEW WATER LINE
04
02
8418' - 11 3/4"
ASPHALT
DRIVEWAY W/ 10%
GRADE TO REMAIN
RECESSED CANS
RECESSED CANS
1
2
GRAVEL FILL FOR DRAINAGE,
WEEPHOLES BETWEEN BOULDERS.
NOTES:
1. BOULDERS ARE TO BE 1'-6" TO 4'-0" IN DIMENSION AND
SHALL BE OF ANGULAR SHAPE (NOT ROUND).
2. PLACE BOULDERS SO THEY INTERLOCK BOTH
VERTICALLY AND HORIZONTALLY.
3. DIMENSIONS SHOWN ARE APPROXIMATE BUT THE
TOTAL MAY NOT EXCEED 6'-0" AND SLOPE MAY NOT BE
STEEPER THAN 1:2.
4. BACKFILL AND BASE SOILS SHALL BE VERIFIED BY
THE SOILS ENGINEER DURING CONSTRUCTION OF WALL.
6' - 0"
3' - 0"
970.328.5151 OFFICE
PO Box 1587, Eagle, CO 81631
www.martinmanleyarchitects.com
Project number Date REVISIONS
1/29/2015 5:31:31 PM
A1.1 SITE PLAN 1406
Katsos Ranch Renovation
VAIL DRB FINAL SUBMITTAL 1-29-15 Katsos Ranch, LLC 3235 Katsos Ranch Road, Vail CO LIGHTING LEGEND
COUNT: (12)
WALL SCONCE LIGHT FIXTURES.
COUNT: (4)
RECESSED CANS IN SOFFIT.
SEE RED CIRCLES ON SITE PLAN.
SEE FIXTURES ON ELEVATIONS.
HAMPTON BAY
EXTERIOR WALL LANTERN
"QUARRY"
NATURAL SLATE, BRONZE, &
FROSTED AMBER SHADE
RETROFIT WITH SHIELD SHOWN
SIZE: 6" W x 13.6" H x 8.8" D
1" = 10'-0"
1
SITE PLAN - ROOF LEVEL
1/2" = 1'-0"
5
BOULDER WALL
No. Description
Date
RETROFIT W/ SHIELD FOR
DARK NIGHT SKY
COMPLIANCE
Revocable Right of Way
Permit required for all
improvements within the
right of way, at submittal
for a Building permit.
Contractor shall also
submit a Public Way
Permit, which includes
construction site plan
and a traffic control
plan.
DRB
APPROVED
2/2/2015 12:00:00 AM