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<br />- <br /> <br /> <br />e <br /> <br />Terry A. Anderson, P.E. <br />Councy Engineer <br /> <br />PERMIT DIVISION <br /> <br />THE REQUIREMENTS ITEMIZED BELOW ARE ONLY A SUMMARY OF THE BASIC <br />REQUIREMENTS OF THE ORDER OR SOUND ENGINEERING PRACTICES GOVERNING <br />THIS CONSTRUCTION. THE APPROPRIATE COML\1ISSIONERS' COURT ORDER SHOULD <br />BE CONSULTED IF ADDITIONAL INFOIUv1ATION IS NEEDED. <br /> <br />1. THE CONTRACTOR MUST PROVIDE WRITTEN NOTIFICATION TO THE HARRIS <br />COUNTY PERMIT DIVISION OF THE ENGINEERING DEPARTMENT FORTY-EIGHT <br />(48) HOURS PRIOR TO COMMENCING CONSTRUCTION. <br /> <br />2. NO MORE TRENCH SHALL BE OPENED AT ONE TIME THAN CAN BE BACKFILLED <br />AND COMPACTED IN 10" UFTS AT THE END OF EACH WORI< DAY. (NO TRENCH <br />SHALL REMAIN OPEN OVERi'lIGHT). <br /> <br />3. ALL EXCESS EXCAVATION SHALL BE REMOVED FROM THE ROAD RIGHT-OF.WAY <br />AT THE END OF EACH WORI<DAY. <br /> <br />4. DITCHES SHALL BE OPENED AT THE END OF EACH DAY OR WHENEVER A <br />THREAT OF RAINFALL EXISTS TO ASSURE ADEQUATE DRAINAGE. <br /> <br />5. ALL ROADS MUST BE KEPT OPEN TO TRAFFIC AND THE CONTRACTOR MUST <br />PROVIDE ADEQUATE FlAGMEN. SIGNS, SIGNALS. ETC.. TO PROVIDE COMPLETE <br />SAFETY TO THE PUBLIC. <br /> <br />6. IF IT BECOMES NECESSARY FOR EQUIPMENT TO OPERATE ON A PORTION OF <br />THE PAVEMENT, PRECAUTIONS MUST BE TAKEN TO PREVENT Al"-l'Y DAMAGE <br />WHATSOEVER TO THE PAVEMENT. <br /> <br />7. CONDITION OF THE ROAD UPON COMPLETION OF THE JOB SHALL BE AS GOOD <br />OR BETTER THAN PRIOR TO STARTING. <br /> <br />8. ALL TRENCH TO BE SHEETED SOLID AS E..'{CAVATED UNLESS SOILS AND/OR <br />ENGINEERING ANALYSIS INDICATES OTHERvVISE. <br /> <br />9. IF ANY OF THE ABOVE CONDITIONS OR ADDITIONAL REQUIREMENTS OF THE <br />ORDER REGUlATING THIS TYPE OF CONSTRUCTION ARE VIOLATED. THE <br />CONTRACTOR IS SUBJECT TO BE SHUT DOWN IMMEDIATELY. <br /> <br />~ra~/ <br /> <br />Terry A. 'Anderson. P .E. <br />County Engineer <br /> <br />Q9(X} Nn";,w~!:r Fwvu Suir.. 10'1 ... Hnu!:rnn_ T~l[:L< i7092-86IS * (713) 956-3000 <br />