HomeMy WebLinkAboutSite PlanLOT 26
T
- AS CAMPBELL LLC
333.,
HISTORIC 1' ;NAGE PATTERN
TO SWALE DING NORTH
PRIOR TO CIENSTRUCTION
OF DRIVEWAY IMPVEMENTS
EXISTING DRIVEWAY
PICEANCE ENERGY PROPERT
REMOVE EXISTING
BLOCK AINING
3�3U LL
RUST, tTit
STROUSEI
LOT 27
PARCEI_ 2
XISI1NG
TAIN!NG
\\ WALL
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-ISTOR SOUTH --t
BASIN -TT CONTINUE 0 VI
SHEET ACROSS )))
10' UTILITY
EASEMENT
4� GRAPHIC
0
LEGEND
1
-----5300- — — -
5300
SCF
x
SCF
X
EXISTING RECYCLED ASPHALT
MILLING DRIVEWAY
EXISTING DIRT DRIVEWAY
AREA DISTURBED TO BE RETURNED
TO THE HISTORIC CONDITION
TRANSITION GRADING FROM
EXISTING DRIVEWAY TO HISTORIC
EXISTING RETAINING WALL
EXISTING BOUNDARY
EXISTING EASEMENT
HISTORIC FLOWLINES
HISTORIC 10' MAJOR CONTOUR
HISTORIC 1' MINOR CONTOUR
EXISTING 5' MAJOR CONTOUR
EXISTING 1' MINOR CONTOUR
SEDIMENT CONTROL FENCE
EXISTING FENCING
HIST[ C DRAINA��''P TTERN
TO Pc t D ON PIC Al{Ci ENERGY
—PROPS TY Cj13LY Af RING
A SMA PORTION THE
DISTURB d AROit
EXISTING 'OI T ACCMS
SS
TO ALLEM4t TH}U f
PICEANCE NER Y
PROPERTY i `•,./1
FENCE 20.5` WITHjrN 1 r
-PICEANCE ENTERGY'
'ZROPERTY
PICEANCE ENERGY LLC*'
EXISTING FENCE
MDT, TO BE \ / ;
DISTURBED BY r
CONS1[RL/CTION)
I
MOIV,')) (STING . ) \ \
4,C1 STAINING`-
\ DRIVEWAY TO THE
1 �� ��)
PQND NORTHWEST OF ((j! I ; / 1 ( rr WALL _a
THE PROPERTY H }� + �./(f 1/( f
1 '10i11II `./ l \ PARCEL 1,___' ' RUST, TA All &
r'L`\ 1 �STROUSE GLORIA
1.:----N�i11\ `1 {
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/
11 `-11\ 1
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-_ �, t . ,
SCALE
40
20
( IN FEET )
I inch -_40 ft.
1�- -, ll l
1p' UTILITY
BASEMENT
J
EX! TIgdG RECYCLE,
ASP ALT MILLINS
DRIVEWAY
FENCE 19.5'%WITHIN
PICEANCE ENERGY
PROPERTY
EXACT LOCATION OF SEDIMENT
FENCE TO BE STAKED IN THE FIELD
BY THE CONTRACTOR AND APPROVED
BY THE ENGINEER PRIOR TO
CONSTRUCTION.
POST
FENCE
10' (APPROX.)
SECURE TOP EDGE OF
FILTER CLOTH TO FENCE
WIRE FENCE
FILTER CLOTH
BURY TRAILING EDGE OF
FILTER CLOTH IN TRENCH
A MINIMUM OF 6".
POST
FILTER CLOTH
MATERIALS FOR FILTER CLOTH FENCE SHALL CONSIST OF
STANDARD WOVEN LIVE—STOCK WIRE, A MINIMUM OF 36"
IN HEIGHT, A MINIMUM OF 14—GAGE WIRE, WITH A
MAXIMUM MESH SPACING OF 6 "; POSTS SHALL BE EITHE
WOOD OR STEEL, MINIMUM LENGTH OF 5'.
SEDIMENT CONTROL FENCE
N.T.S.
NOTES:
1. HISTORIC AERIAL TOPO FROM THE 1990s AND EXISTING TOPOGRAPHY
FROM HIGH COUNTRY ENGINEERING SURVEY ON 7/28/16.
2. THE SITE SHOULD BE INSPECTED BY THE GARFIELD COUNTY
VEGETATION MANAGER, STEVE ANTHONY, BEFORE GRADING BEGINS TO
CONFIRM THAT NO NOXIOUS WEEDS HAVE GROWN WHERE THE PREVIOUS
DISTURBANCE HAS OCCURED. THE COUNTY WEED MANAGER WILL ALSO
COME BACK 1 YEAR FOLLOWING THE SEEDING TO VERIFY IF THE
THE DRY SEED MIX HAS RESTORED THE ORIGINAL VEGETATION COVER.
3. THE DRY SEED MIX PROPOSED FOR THE DISTURBED AREA BEYOND
THE PROPOSED GRAVEL AREA SHALL BE SHARPS DRYLAND PASTURE MIX
G-130359.
MIXTURE VARIETY PURITY%
DAHURIAN WILDRYE, VNS 24.40
INTERMEDIATE WHEATGRASS, RUSH. 19.56
ORCHARDGRASS, PROFILE 19.02
FORAGE PER. RYEGRASS, ORO VERDE. 18.98
SMOOTH BROME, VNS. 14.60
GERM%
99
96
92
90
96
ORIGIN
MT
WY
OR
OR
KS
4. COMPACTION OF FILL MATERIAL TO BE ACCORDING TO GARFIELD
COUNTY SPECIFICATIONS SECTION 02221 FOR BACKFILLING AND
COMPACTION.
5. FINAL SURFACE OF REPLACED TOPSOIL TO BE COMPACTED WITH A
COMPACTION WHEEL THAT WILL LEAVE A "DIMPLED" FINISH SURFACE TO
REDUCE AMOUNT OF SEED LOST TO STORM RUNOFF AND WINDS.
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