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<br /> / � / � PLAN W
<br /> � ` 0 20 40 4" RIGID OR 6" �
<br /> �� I = VIEW FLEXIBLE ROOF W
<br /> � ' / ����� NTS PERFORATED DRAW Z
<br /> �� ����V � j ��` HORIZONTAL SCALE PIPE �
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<br /> VIEW PIPE
<br /> NTS �—�►a► � � 2 O� �
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<br /> 6���i�i�� . �' ��� ���,�. �i i�%����i ��' � � O Q
<br /> MIN 1 1 1 W
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<br /> WASHED ROCK 1 1/2"-3/4" L 5' MIN � � W�/ V a
<br /> r.�Zv r,�v r7y�-,zY r�r r,re,r, ,�, ' L L � �
<br /> 12" 90 MIN CB SUMP � W � _
<br /> `—�►A FINE 1' W�SOLID LID � Q W O H
<br /> MESH MIN r , � Z �
<br /> SCREEN v O � Z
<br /> VARIES
<br /> ASPHALT } O N
<br /> OR CONCRETE A TRANSITION ZONE SHALL FILTER COMPACTED BACKFILL � 0-
<br /> DRIVEWAY ONLY BE INSTALLED ON THE FABRIC U
<br /> � �2� DOWNSLOPE SIDE OF NEW T
<br /> CONCRETE OR ASPHALT �' �i,�{�i� i�� � 4" RIGID OR 6�� 1
<br /> LANDSCAPING DRIVEWAY AREAS. IF THE �;�� � FLEXIBLE
<br /> _- APPLICANT CHOOSES TO
<br /> T 7- INSTALL GRAVEL INSTEAD OF PERFORATED PIPE
<br /> DRAIN ROCK OR T CONCRETE/ASPHALT NO 6��
<br /> SUBGRADE MATERIAL 'co TRANSITION ZONE WILL BE 24" WASHED ROCK
<br /> PROJ.NO. DSN.BY:
<br /> REQUIRED. �� 1 1�2"-3/4" � 18-0902 CB
<br /> AMENDED SOIL � ���
<br /> REFER TO SHEET 4 �2 �� � DATE:
<br /> FOR SPEC. i�� � 12/7/18
<br /> TRANSITION ZONE DETAIL SECTION A
<br /> �C�/.�//����/����� 1 O~I NTS SCALE:
<br /> NOT TO SCALE
<br /> (AS NEEDED SEE NOTE ABOVE) Know what's below. = 20!
<br /> INFILTRATION TRENCH DETAIL DRAWINGNO.
<br /> NOT TO SCALE Cal) two business 2 4
<br /> days before you dig. oF
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