HomeMy WebLinkAboutD-2004021. CLEARING
PERIMETER OF THE PROPOSED GRADING.
2. ALL LIMITS OF CLEARING AND TREES/VEGETATION TO BE PRESERVED
AS SHOWN ON THE PLANS SHALL BE CLEARLY MARKED IN THE FIELD
AND OBSERVED DURING THE CONSTRUCTION.
3. ALL REQUIRED EROSION /SEDIMENTATION CONTROL FACILITIES MUST
BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/
OR OTHER CONSTRUCTION TO INSURE TVAT SEDIMENT -LADEN WATER
DOES NOT ENTER THE NATURAL DRAINAGE S W STEM. ALL EROSION AND
SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED IN A
SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR
CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON -SITE EROSION
HAS PASSED.
SEC
SEC. 6, T. 22 N. , R. 5 E. , W.M.
B.M. RALROAD SPM 1.5 FT. LIP IN
EAST FACE OF POWER POLE *31600
AT S. W. CORNER OF TALBOT RD. AND
KCAS
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THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO
MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES
AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR
SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL
ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT
SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO
ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES
AND TO PROVIDE ADDITIONAL FACIIJTIES, AS DEFINED BY THE ENGINEER,
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PRO-
TECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING
DRAINAGE SYSTEM. COST FOR ADDITIONAL EROSION /SEDIMENTATION IS
TO BE INCIDENTALTO THE VARIOUS.BID ITEMS OF THIS CONTRACT.
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20010-93(3)
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NTER BONNET NUT OF FIRE HYD .
DRIER OF 106TH SE & SE 196TH ST
,TION ELEV. - 443.78
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