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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 o an Rn car xz T -313 hi E2 r r lAl AN 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. /Y {i71i Z R G1 b � y Q� °F wuHeoa� W S /ANAL 20010-93(3) Ilj� L I I I I A[ I I I Y I I I X I Y I Y I Y I I ]A I L NTER BONNET NUT OF FIRE HYD . DRIER OF 106TH SE & SE 196TH ST ,TION ELEV. - 443.78 it 0AA11111111r, I