HomeMy WebLinkAboutS-1575 Map 4SII t CFNIr_>=
ROOSEL VEL1 ROAD
EROSION CONTROL PLAN
&COL.LE: 1" = 20'
I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFROMATION AND SATISFYING HIMSELF AS TO
THE LOCATION OF SHOWN AND NOT SHOWN STRUCTURES, PIPES, POWER, GAS, PHONE, ETC. ALL REPAIRS OR
RELOCATION'S NECESSARY SHALL BE MADE AS REQUIRED BY THE OWNER OF THE UTILITY OR STRUCTURE.
THE COST OF SUCH REPAIRS OR RELOCATION'S NECESSARY SHALL BE BORNE BY THE CONTRACTOR.
2. ALL STREETS, DRIVES, WALKS, DRAINAGE STRUCTURES, FENCES, ETC, THAT ARE DISTURBED SHALL BE
RESTORED TO THEIR ORIGINAL OR BETTER CONDITION USING LIKE MATERIALS. COST OF SUCH REPAIRS SHALL
BE BORNE BY THE CONTRACTOR UNLESS PROVISION FOR PAYMENT IS MADE IN THE PROPOSAL.
3. EROSION CONTROL DEVICES SHALL BE INSTALLED AS THE PROJECT PROGRESSES AND AREAS ARE DISTURBED.
4. THE CONTRACTOR IS REQUIRED TO NOTIFY THE ONE CALL CENTER AT 1-SPJm-482-8998 48 HOURS PRIOR TO
DIGGING IN ORDER THAT UNDERGROUND UTILITIES IN THE AREA CAN BE LOCATED.
5. ALL INLETS ON AND ADJACENT TO THE SITE SHALL BE PROTECTED FROM SEDIMENT.
(b. INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND FOLLOWING RAINFALL EVENTS OF 0.5 INCHES.
I. :ILL ER05iOfu C,01rN ROL DEVIVE& 4RE IV Dt I IAINTAINF.LJ IN C3VViJ WORill C.ONUITIVN THkUUCiiiil THE
DURATION OF THIS PROJECT AND UNTIL PERMANENT VEGETATION IS ESTABLISHED. ALL SEDIMENT TRAPS ARE TO
BE CLEANED AS REQUIRED.
8. ALL DISTURBED AREAS LEFT IDLE FOR A PERIOD OF 14 DAYS OR LONGER ARE TO RECEIVE TEMPORARY
VEGETATION AND MULCHED.
S. REMOVE EROSION CONTROL DEVICES AFTER PERMANENT VEGETATION IS ESTABLISHED.
10. THIS EROSION CONTROL PLAN AND ALL EROSION CONTROL DEVICES MAY BE ADDED TO OR DELETED AS DIRECTED
BY THE ENGINEER.
II. THE LOCATIONS OF THESE EROSION CONTROL DEVICES MAY BE CHANGED IF SITE CONDITION WARRANT TO
PREVENT EROSION,
12, CONTRACTOR TO COMPLY WITH ALL OSHA SAFETY REQUIREMENTS.
13. LOCATE SILT FENCING IN LOCATIONS NOT SHOWN IF REQUIRED TO PREVENT ONSITE SOIL FROM MIGRATING
OFF -SITE.
A
PLAN
PROFILE A
GRAVEL OR STONE FILTER BERM FILTER FABRIC
NTS
FLOW J —�
—4" VERTICAL FACE
EMBEDDING
DETAIL FLOW _,—'r
ANGLE FIRST STAKE -
THROUGH PREVIOUSLY
LAID STRAW BALE
FLOW -�
STAKE 1.5' TO 2'
IN GROUND
f 'ISTRAW BALES PLACED
ALONG EQUAL CONTOUR
11 PROFILE A
STRAW BALE DIKE
NTS
BACKFILL WITH GRAVEL OR
NATIVE MATERIAL IN TRENCH
AND ON BOTH SIDES OF
FILTER FABRIC ON SURFACE.
GEOTEXTILE FABRIC (TYPE 4) IN ACCORDANCE
WITH SECTION 625 1AHTD SPECS.)
SILT FENCE
NTS
Nm
CONTR'CO< 5--ALL CHECK A-- DRAWINGS PRIOR TO START OF
CQvSTRrGr 'T AND DUE TO NC CONTRACT OBSERVATION OR
C&4TIll NSTRATION AGREEMENT. I WILL ASSUME NO
R110l 5 - TO DISCEPIIi ES FOUND AFTER THE START
OF CONSTRUCTION. CONTRAC-OR MAY ALTER PLAN AT ANYTIME
NTH THE APPROVAL OF THE OJvER. ALL WORK IS TO BE IN
ACCORDANCE WITH ARKANSAS STANDARD BUILDING CODES FOR
CQ'rIllil Al WORK.
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{NLIMITED CRE4TICNB, INC.
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SEAL
DRAWN BY: E. DUCICERY
CHECKED BY: E.DUCKERY
Scales as stated hereon
are valid on the original
drawing, the dimensions Of
which are 2A x 36 inches.
These scales, noted hereon,
are hereby changed by
ratio of the overall sheet
dimensions of the print
to the corresponding
dimensions of the original
drawing. This drawing is
the property of Unlimited
Creations, Inc. and Earnest
Duckery and is not to be
reproduced. It Is only to
Iva used for the project
specifically indentified
herein and is not used on
any other project. It is to
be returned upon request.
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SHEET TITLE:
EROSION
CONTROL
REVISIONS
DATE:
DESCRIPTION:
PROJECT NO.
DATE
-
B/82006
SHEET NUMBER
C it l