92-10 OVERSIZE PLANS

ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED
ACCORDING TO THE FOLLOWING SPECIFICATIONS:
PERMANENT VEGETATION
TEMPORARY VEGETATION
SEEDING DATES: APRIL 1— SEPT 30
SEEDING DATES: OCT. 1 — MARCH 31
SEED MIXTURE APPUCA11ON RATES/ACRE
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 30 LBS.
RYE GRAIN 175 LBS.
COMMON BERMUDA 50 LBS.
fRTII I7FR
(UNHULLED)
10-10-10 0750 LB/ACRE
GERMAN MILLETT 15 LBS.
FESCUE 20 LBS.
MULCH
FERTILIZER
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW
BY TACKING WITH ASPHALT, NETTING OR A MULCH
10-10-10 O 500 LB/ACRE
ANCHORING TOOL A DISK WITH BLADES SET
NEARLY STRAIGHT CAN BE USED AS A MULCH
MULCH
ANCHORING TOOL
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
MULCH R
OANCHORINGNTOOL BLADES SET NEARLY
STRA GHTO AN BE USED AS AMULCHING
GENERAL SEEDING
SPECIFICATIONS
NOTE:
INFORMATION ON THESE PLANS ARE PRODUCED FROM TAX DATA
AND AERIAL PHOTOGRAPHY AND SHOULD NOT BE CONSIDERED
SURVEY DATA. ACCURACY IS NOT IMPLIED OR GUARANTEED.
TOM
PEPPER
RD.
FAN
N/F
lN1JAV/ER
N/F
MCC70X AN
GRAPHIC SCALE
150 0 75 150 300
6m m = m N�'
( IN FEET )
1 inch = 150 ft.
DRAWING FILE: P10044—SKETCH.DWG
PLOT SCALE: 1:1
-APPROXIMATE
LOCATION OF
EXISTING DIRT
LOGGING ROAD a
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SCALE: 1 "=150'
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PROPOSED SEDIMENT
CURTAIN
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APPROXIMATE
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WIDE ACCESS
EASEMENT
- SPOIL
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AREA
/
� / AXIMUM WEIGHT CAPACITY
.0• / / DETERMINED BY OTHERS
/ PROPOSED 12' DIA. 1/2"
- STEEL CULVERT (40' LENGTH)
IvLl% SET VIEW ""
SCALE: 1 "=20'
/
RIP -RAP LINED 3:1 SIDE SLOPES
(CLASS "A" EROSION CONTROL LOGGING ROAD SURACE—
STONE) (12"
PRE
12' DIAMETER 1/2" STEEL �AT T
X 40' LONG CULVERT IN
PROPOSED FILTER
FABRIC
SEED ALL DISTURBED AREAS
IN ACCORDANCE WITH
GENERAL SEEDING
SPECIFICATIONS
DETAIL VIEWS
—8.0' ASL
PROPOSED
SEDIMENT CURTAIN
MAXIMUM WEIGHT CAPACITY
DETERMINED BY OTHERS
SECTION VIEW
SCALE: N.T.S.
-LOGGING ROAD SURFACE
(12" MIN ABOVE CULVERT)
—BACKFILL WITH
EJITABLE MATERIAL
I �12' DIAMETER 1/2" STEEL
X 40' LONG CULVERT
GRAVEL BEDDING
END VIEW
SCALE: N.T.S.
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COMMISSION NO.
P10044
DESIGNED BY
JSL
DRAWN BY
TAS BDR
CHECKED BY
JSL
ISSUE DATE
7 6/10
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