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I <br /> IFigure II-4.1.1 Stabilized Construction Entrance <br /> INOT TO SCALE <br /> I <br /> 1 oad <br /> • <br /> I --ciir,w'' <br /> i� � '�i <br /> Avi.A.1` '004-14�ill <br /> I/'/ �'l�:�.1�0�.f � 100'min. <br /> 0. A, " • • <br /> I <br /> Install driveway 411,�.-. �•�.-. <br /> �...,11.11,k7. l..ali. <br /> I <br /> culvert if there is a . <br /> roadside ditch present �!���_!.,;:!ott—mk!�--!jj, <br /> 4"-8"quarry : r: ,: <br /> spalls ��� �i�i�i�it• <br /> ex APTAIIII.J.4110741PAro. <br /> I <br /> Geotextile Ll``�Y`�J''- "'L` r. <br /> ` .:ii..+l: T <br /> .O.4.V.01. <br /> W..,,. <br /> I Notes: 15'min. <br /> 1. Driveway shall meet <br /> the requirements of the 12"minimum thickness - <br /> permitting agency. <br /> I 2. It is recommended that <br /> the entrance be \--- Provide full width <br /> of ingress/egress <br /> crowned so that runoff area <br /> drains off the pad. <br /> I <br /> ...1 Figure I1-4.1 .1 <br /> I4111.0111Stabilized Construction Entrance <br /> Revised June2015 <br /> I <br /> DEPARTMENT OF <br /> ECOLOGY Please see http://www.ecy.wa.gov/copyright.htmf for copyright notice including permissions, <br /> State of Washington limitation of liability,and disclaimer. <br /> 1 <br /> I <br /> 2014 Stormwater Management Manual for Western Washington <br /> IVolume II- Chapter 4 -Page 273 <br />