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Figure 11-4.1.1 Stabilized Construction Entrance <br /> NOT TO SCALE <br /> /00 <br /> load //0// <br /> -:I <br /> —i w#, <br /> iir 6 <br /> Y+ <br /> 00 100'min. <br /> Install driveway V l , <br /> culvert if there is a <br /> roadside ditch present •�N•�•�•�,�•�' <br /> 4"-8"quarry ''�_fYY��!Y"�!Y�i' <br /> spalls ��i �i <br /> 1Y+;,1,%�!Y.4110., ' <br /> �i• i • � i i <br /> Geotextile <br /> Notes: A 15'min. <br /> 1. Driveway shall meet <br /> the requirements of the 12"minimum thickness <br /> permitting agency. <br /> 2. It is recommended that Provide full width <br /> the entrance be of ingress/egress <br /> crowned so that runoff area <br /> drains off the pad. <br /> Figure 11-4.1.1 <br /> Stabilized Construction Entrance <br /> DEPARTMENT OF <br /> Revised June2015 <br /> ECOLOGY <br /> Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, <br /> State of Washington limitation of liability,and disclaimer. <br /> 2014 Stormwater Management Manual for Western Washington <br /> Volume 11-Chapter 4 -Page 273 <br />