HomeMy WebLinkAboutDRB130096 PLANS APPROVEDVail Golf ClUb Colorado
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kate: August 20, 2012
SCHEDULE of DRAWINGSO 0
COVER SHEET
SHEET I Grading Plan
SHEET 2 Planting Plan
S EET 31.& Golf
5902 ONVENS STREET, AR'VADA, CO 80004
TEL: (303) 670 -0478 FAX: (303) 670 -3518
WWW.PHELPSGOLFDESIGN.COM
GOLF C O U R S E D E S I G N TEL: (303) 670 -0478 FAX: (303) 670 -3518
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P-IX 1
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SAND BUNKER SECTION
DETAILNO SCALE
HIGHEST QUALITY TOPSOIL
6" MINIMUM DEPTH
BUNKER
rJ
9 INCH VERTICAL
EDGE ON BUNKER
BUNKER SAND
8" MINIMUM DEPTH
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EXISTING SOIL OR COMPACTED BORROW 0
#14 INSULATED ELECTRICAL WIRE TAPf-DT0
TOP OF TILE - SPLICED AT INTERSECTIONS
GRAVEL BACKFILL MATERIAL
2" MINIMUM DEPTH
4" CORRUGATED PLASTIC
DRAIN LINE
........... . ........ ......... . .. .......... . . ......
Crushed aggregate gre-oter than 3"
but smaller than 6"
I —Filter fabric
12 " Mi.n, unless otherwise
specified by a soils engineer
SECTION B-B
NTS
( 1- 50' Min
or four timts the circumference
bf the Jorgest cont3truction vehicle tire,
Match whiche'ver is greater
Existing
Grade PLAN
NTS
5902 ONVENS STREET, ARVADA, CO 80004
TEL- (303) 670-0478 FAX: (303) 670-3518
VAMPHELPSGOUDESIGN.COM
GOLF COURSE DE S I G N TEL, (303) 670-0478 FAX: (303) 670-3$18
M.
I
Width as
required to
accorTiodate
anticipated
traffic
HIGICST QUALITY TOPSOIL
e M-INIMM; M-1PTH
CALIFORNIA STYLE GREEN
SECTION DETAIL 'NOSCAIA,
WAUEST ITV ALIT 1" TOPS,011,
6* DEPTH
TYPICA111 DR.AP1
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NDS 1078C 6'ROVND"VALIJT,' WNW VE
RON, - (11,13 EN ONLY
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10'MINNUMUM S1-CTION 0F4`CORKtJGXMD
F POLYETI-ry F.Nr r INTI;
TUMNO - S, 4OOT1 Rf()R
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& NON-PIMFORATP,)) - ADS N-12, CON'TMI AvMO
Oft, EQUAL,
FrIlING - ADS 490 O&WUAL
F"XISTING SOR, OR COMPACTED BOU
4" CORRUGATED POLYMIYUM, -
DRAIN 171Mrl'
#i4 ELI; MICAL W.Mh TAPED TO TOP
OFTIIX - COIL INSIDPOVALVE. DOX
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2 " &fMINI1 €N4, fALPTH
M.41<*ADf 1I: I?I,aI '.� 1 IP I a70
FINISH ORAL* Qf G; UU EN
Vail Golf Club - Vail, Colorado
"'ICAL SILT FENC
DETAILNO SCALE I
MARAF1 SILT FENCE - OR EQUAL
BURIED 6" - 8" BELOW GRADE AT
BoTrom,
EXISTING SOIL
4:1 SLOPE MAXIMUM
UNLESS DIRECTED BY
THE G,C.A.
4
I
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EXISITNG SOIL -
OR. COMPACTED
BORROW
6"HIGEST QUALITY TOPSOIL
SAND ROTO-TIL BLEND 50150
1% SLOPE
t r 1
HIGHEST QUALITY
TOP SOIL
6" MINIMUM DEPTH.
r ' DESIGN REVIEW
STAFF APPROVAL.
NOTES:
1) DATE OF TOPOGRAPHY: AUGUST, 2009
2) TOPOGRAPHY AND IMPROVEMENTS INDICATED HEREON ARE PER THE AERIAL MAP PROVIDED BY
INTRASEARCH, INC.
2) BASIS OF ELEVATIONS: COLORADO HARN CONTROL POINT "SPRADDLE ", ELEVATION = 8287.40' (NAVD
88).
3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT,
MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
FROM THE DATE OF CERTIFICATION SHOWN HEREON.
4) GORE RANGE SURVEYING LLC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO
ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS OF WAY OF RECORD. THE BOUNDARY DIMENSIONS,
EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD PLAT FOR THE SUBJECT
PROPERTY AND TITLE REPORT PREPARED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VC50020697,
DATED SEPTEMBER 19, 2008.
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