HomeMy WebLinkAboutDRB140188_C101_1403734200.pdf8"
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O
S
W
WATER
SHUT-OFF
VALVE
8362.7
8362.6
8364.6
8364.7
8366.2
8363.5
LARGE BOULDER
(TYPICAL)
EXISTING
FENCE
EXISTING
FENCE
FOUND No. 5 REBAR
WITH ALUMINUM CAP
L.S. No. 27598
"MODERATE HAZARD" SNOW
OR DEBRIS AVALANCHES
MAXIMUM EXTENT OF
ROCKFALL HAZARD
15.0'
20.0'
S16°13'55"E - 74.67'
C1
S40°13'52"W
136.76'
LUPINE DRIVE
(50' RIGHT-OF-WAY)
LOT 9
O
S
W
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WA WA WA WA WA
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8"
6"
WA WA WA
X X X
E E E
G G G
T T T
S S S 8390839083908390
8380838083808380RIP RAPRIP RAPRIP RAPRIP RAP
RETAINING WALLRETAINING WALLRETAINING WALLRETAINING WALL
PER RWPER RWPER RWPER RW
8397' - 0 3/4"
8405' - 6"
8397' - 6"
8407' - 0 1/4"
8397' - 6"
8407' - 6"
8399' - 6"
8389' - 0 3/4" 8389' - 6 5/16"
8397' - 6 5/16"
8391' - 0 3/8"
8387' - 6 1/16"
8407' - 0 1/4"
LOT SIGN PERLOT SIGN PERLOT SIGN PERLOT SIGN PER
DETAIL SD/C1DETAIL SD/C1DETAIL SD/C1DETAIL SD/C1
LOCATION PERLOCATION PERLOCATION PERLOCATION PER
OWNEROWNEROWNEROWNER
MINMINMINMIN
10' - 0"
10' - 0"
10' - 0"
10' - 0"
LARGE ROCK WASTELARGE ROCK WASTELARGE ROCK WASTELARGE ROCK WASTE
AREA, ROCKS TO BEAREA, ROCKS TO BEAREA, ROCKS TO BEAREA, ROCKS TO BE
PLANTED 1/3Ø INTOPLANTED 1/3Ø INTOPLANTED 1/3Ø INTOPLANTED 1/3Ø INTO
GROUNDGROUNDGROUNDGROUND
8380838083808380
8382838283828382
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6
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3
6
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8
3
6
6
HEATEDHEATEDHEATEDHEATED
GRAY STAMPEDGRAY STAMPEDGRAY STAMPEDGRAY STAMPED
CONCRETECONCRETECONCRETECONCRETE
3368 SQFT3368 SQFT3368 SQFT3368 SQFT
1' BRICK "RED"1' BRICK "RED"1' BRICK "RED"1' BRICK "RED"
BOARDERBOARDERBOARDERBOARDER
4' MEANDERING PATH4' MEANDERING PATH4' MEANDERING PATH4' MEANDERING PATH
SOG ELVSOG ELVSOG ELVSOG ELV
= 8369.0'= 8369.0'= 8369.0'= 8369.0'
UTILITY PANELUTILITY PANELUTILITY PANELUTILITY PANEL
LIMITS OFLIMITS OFLIMITS OFLIMITS OF
DISTURBANCEDISTURBANCEDISTURBANCEDISTURBANCE
TOTALTOTALTOTALTOTAL
SNOW STORAGESNOW STORAGESNOW STORAGESNOW STORAGE
1005 SQFT1005 SQFT1005 SQFT1005 SQFT
4' WIDE4' WIDE4' WIDE4' WIDE
UNHEATEDUNHEATEDUNHEATEDUNHEATED
CONCRETECONCRETECONCRETECONCRETE
PANPANPANPAN
SILT FENCE TOSILT FENCE TOSILT FENCE TOSILT FENCE TO
EDGE OF DISTURBEDEDGE OF DISTURBEDEDGE OF DISTURBEDEDGE OF DISTURBED
AREA EXTENTSAREA EXTENTSAREA EXTENTSAREA EXTENTS
HEAT IN SEPARATE ZONE
HEAT IN SEPARATE ZONE
HEAT IN SEPARATE ZONE
HEAT IN SEPARATE ZONE
SPLIT RAILSPLIT RAILSPLIT RAIL
SPLIT RAIL
TO REMAINTO REMAINTO REMAIN
TO REMAIN
HOTHOTHOTHOT
TUBTUBTUBTUB
LOT COVERAGELOT COVERAGELOT COVERAGELOT COVERAGE
PERIMETER = 151'PERIMETER = 151'PERIMETER = 151'PERIMETER = 151'
AREA = 702 SQFTAREA = 702 SQFTAREA = 702 SQFTAREA = 702 SQFT
LOT COVERAGELOT COVERAGELOT COVERAGELOT COVERAGE
PERIMETER = 191'-11"PERIMETER = 191'-11"PERIMETER = 191'-11"PERIMETER = 191'-11"
AREA = 2093 SQFTAREA = 2093 SQFTAREA = 2093 SQFTAREA = 2093 SQFT
R 5' - 0"
R 30' - 0"
R 20' - 0"
R 2
0' - 0"
R 2
8' - 0"
R 10' - 0"
16' - 0"16' - 0"16' - 0"16' - 0"
R 11' - 1 1/4"
EXISTING WATEREXISTING WATEREXISTING WATEREXISTING WATER
EXISTING FENCEEXISTING FENCEEXISTING FENCEEXISTING FENCE
EXISTING ELECTRICEXISTING ELECTRICEXISTING ELECTRICEXISTING ELECTRIC
EXISTING GASEXISTING GASEXISTING GASEXISTING GAS
EXISTING TELIPHONEEXISTING TELIPHONEEXISTING TELIPHONEEXISTING TELIPHONE
EXISTING SEWEREXISTING SEWEREXISTING SEWEREXISTING SEWER
EXISTING ASPENEXISTING ASPENEXISTING ASPENEXISTING ASPEN
EXISTING SPRUCEEXISTING SPRUCEEXISTING SPRUCEEXISTING SPRUCE
LUPINE DR
MAX
MAXMAXMAX6' - 0"
6' - 0"
6' - 0"
6' - 0"
3' - 0" SQ3' - 0" SQ3' - 0" SQ3' - 0" SQ
3816
3' - 0" SQ3' - 0" SQ3' - 0" SQ3' - 0" SQ
2' - 6" SQ2' - 6" SQ2' - 6" SQ2' - 6" SQ
2" SANDSTONE CAP2" SANDSTONE CAP2" SANDSTONE CAP2" SANDSTONE CAP
CURVECURVECURVECURVE
C1C1C1
C1
DELTADELTADELTADELTA
13°52'08"13°52'08"13°52'08"13°52'08"
121.25'121.25'121.25'121.25'
RADIUSRADIUSRADIUSRADIUS LENGTHLENGTHLENGTHLENGTH
30.26'30.26'30.26'30.26'
ZONED:ZONED:ZONED:ZONED:
SETBACKSSETBACKSSETBACKSSETBACKS
PARCEL ID#:PARCEL ID#:PARCEL ID#:PARCEL ID#:
STREET ADDRESS:STREET ADDRESS:STREET ADDRESS:STREET ADDRESS:
LEGAL DESCRIPTION:LEGAL DESCRIPTION:LEGAL DESCRIPTION:LEGAL DESCRIPTION:
PRIMARY/ SECONDARYPRIMARY/ SECONDARYPRIMARY/ SECONDARYPRIMARY/ SECONDARY
20' FRONTAGE, 15' SIDE & REAR20' FRONTAGE, 15' SIDE & REAR20' FRONTAGE, 15' SIDE & REAR20' FRONTAGE, 15' SIDE & REAR
2101-111-01-0222101-111-01-0222101-111-01-0222101-111-01-022
3816 LUPINE DR, TOWN OF VAIL,3816 LUPINE DR, TOWN OF VAIL,3816 LUPINE DR, TOWN OF VAIL,3816 LUPINE DR, TOWN OF VAIL,
EAGLE COUNTY, CO EAGLE COUNTY, CO EAGLE COUNTY, CO EAGLE COUNTY, CO
LOT 8, A RESUBDIVISION OF LOT 8 & 9LOT 8, A RESUBDIVISION OF LOT 8 & 9LOT 8, A RESUBDIVISION OF LOT 8 & 9LOT 8, A RESUBDIVISION OF LOT 8 & 9
BIGHORN SUBDIVISION SECOND ADDITIONBIGHORN SUBDIVISION SECOND ADDITIONBIGHORN SUBDIVISION SECOND ADDITIONBIGHORN SUBDIVISION SECOND ADDITION
6' MAX
2' MIN
3' MIN
GRADE
EXISTING
PROPOSED
GRADE
GRADE
EXISTING
KEY ROCK INTO NATIVE
SOILS BELOW TOPSOIL
NO ROCK ALLOWED WITHIN UTILITY EASEMENT
USE 3' Ø MIN ROCK @ BASE TO 2' MIN ∅ @ TOP
FILLS WITHIN UTILITY EASEMENT MAY NOT PRECLUDE USE
UNDISTURBED
MATERIALS
1
2
INTERLOCK ROCK TO PREVENT DISPLACEMENT
SETBACK LINE
(WHERE APPLICABLE)
DRAFTING SERVICE, INC.
P.O. BOX 774121
426 OAK STREET
STEAMBOAT SPRINGS, COLORADO
970.879.7929
FAX 970.879.8709
JAKES@SPRINGSIPS.COM
Sheet Number
Job #
File
Date
Drawn
Checked
Rel'd
Reved
H:\proj\MLH Bersin\CON11.rvt
6/19/2014 3:33:44 PM
SITEPLAN FOR
CHATEAU d'OEX
CHATEAU d'OEX
CHATEAU d'OEX
CHATEAU d'OEX
3816 LUPINE DR
TOWN OF VAIL, CO 81657
MLH OF COLORADO 970.846.1214
KAB
JMH
NFC
C101
SHEET OF 15
14.015
14015C1
19JUNE14
1
1" = 10'-0"
1
SITE DETAIL
1. THIS PLAN SHALL BE KEPT ON SITE AT ALL TIMES AND UPDATED TO REFLECT ANY CHANGES.
2. CONCRETE WASTE & WASHOUT WATER FROM MIXING TRUCKS SHALL BE CONTAINED ON SITE,
REMOVED FROM THE SITE & PROPERLY DISPOSED. MATERIALS SHOULD NOT ENTER STATE WATERS.
3. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING TEMPORARY EROSION AND
SEDIMENT CONTROL DURING CONSTRUCTION & ESTABLISHING ANY REQUIRED PERMANENT BEST
MANAGEMENT PRACTICES (BMPS).
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL LAWS &
OBTAINING ALL REQUIRED PERMITS.
5. CLEARING OR GRADING SHALL NOT BEGIN UNTIL ALL SEDIMENT CONTROL DEVICES HAVE BEEN
INSTALLED.
6. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL SEDIMENT, MUD & CONSTRUCTION DEBRIS THAT
MAY ACCUMULATE IN THE RIGHT OF WAY, PRIVATE PROPERTY, OR WATER WAYS AS A RESULT OF THE
CONSTRUCTION ACTIVITIES.
7. ALL INGRESS, EGRESS POINTS AND VEHICLE ACCESS POINTS ONTO DISTURBED SITE MUST BE
STABILIZED WITH A VEHICLE TRACKING CONTROL PAD. ACCESS SHALL ONLY BE VIA APPROVED
LOCATIONS AS SHOWN ON APPROVED CSMP.
8. SOIL STABILIZATION MEASURES SHALL BE IN PLACE AND AREAS ARE TO BE REVEGETATED:
(1) FOR STOCKPILES, IF INACTIVE FOR MORE THAN 30 DAYS
(2) FOR AREAS OF LAND DISTURBANCE WITHIN ONE GROWING SEASON.
9. INLET PROTECTION SHALL BE INSTALLED IN CONJUNCTION WITH STORM DRAIN INLETS WHERE
DRAINAGE AREA IS NOT VEGETATED.
10. BMPS SHALL BE USED, MODIFIED & MAINTAINED WHENEVER NECESSARY TO REFLECT CURRENT
CONDITIONS. BMPS SHALL BE INSPECTED WEEKLY & AFTER EVERY PRECIPITATION EVENT.
ACCUMULATED SEDIMENT SHALL BE REMOVED FROM BMPS WHEN THE SEDIMENT LEVEL REACHES ½
THE HEIGHT OF THE BMP.
11. EMERGENCY ACCESS MUST BE KEPT OBSTACLE FREE & PASSABLE AT ALL TIMES.
12. FOR ANY WORK TO BE DONE IN THE RIGHT OF WAY, COORDINATE WITH THE CITY CONSTRUCTION
SITE MANAGER REGARDING SPECIAL PERMITTING. NO WORK SHALL BE CONDUCTED IN THE ROW
BETWEEN NOVEMBER 1 AND APRIL 1 WITHOUT PRIOR APPROVAL FROM THE DIRECTOR OF PUBLIC
WORKS.
13. WHERE REQUIRED AS PART OF THE ROW PERMIT OR WHERE SITE WORK AFFECTS THE PEDESTRIAN
OR VEHICLE TRAVEL WAY, TRAFFIC CONTROL SHALL BE INSTALLED. ALL TRAFFIC CONTROL SHALL BE
IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION.
1. BUILDING SHALL BE ROUGH STAKED BY PEAK LAND CONSULTANTS, INC. PRIOR TO ANY
CONSTRUCTION ACTIVITY.
2. TREES SHOWN ARE EXISTING AND TO REMAIN..
3. PLACE WATTLES OR SILT FENCE (BMPS) BELOW HOUSE AT LIMITS OF CONSTRUCTION. SEE
STANDARD NOTES.
4. ALL EXTERIOR LIGHTING SHALL COMPLY WITH "INTERNATIONAL DARK SKY STANDARD FOR
NIGHTTIME LIGHT POLLUTION", LIMITED TO 5,500 LUMEN MAXIMUM
5. NO CONSTRUCTION TRAILER WILL BE MOVED ONSITE
6. SURVEYOR DID NOT LOCATE EXISTING SERVICE CONNECTION POINTS FOR LOT 8. ACTUAL
CONNECTION POINTS TO BE DETERMINED
7.-HOURS OF WORK 7:00AM-7:00PM M-F, 8:00AM-7:00PM S-S
NOTES:NOTES:NOTES:NOTES:
STANDARD NOTES:STANDARD NOTES:STANDARD NOTES:STANDARD NOTES:
SITE LEDGEND
1" = 1'-0"
SD
SIGN DETAIL
CURVE TABLE
E W
S
10'10'10'10' 0'0'0' 0'5'5'5' 5'20'20'20'20'
LOT SIZE = 37,583 SQFTLOT SIZE = 37,583 SQFTLOT SIZE = 37,583 SQFTLOT SIZE = 37,583 SQFT
SITE COVERAGE = (1903+317)/37,583 = 5.3%SITE COVERAGE = (1903+317)/37,583 = 5.3%SITE COVERAGE = (1903+317)/37,583 = 5.3%SITE COVERAGE = (1903+317)/37,583 = 5.3%
1" = 1'-0" RW
ROCK RETAINING WALL
DRB
APPROVED
6/18/2014 12:00:00 AM