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DRA � s�oPE As ���. . �� v� <br /> -�-'" DAMP PROOFING � �, <br /> REQUIRED FOR �� � <br /> TO POND o- .--� .-- � � A , SEE ARCH DRAWINGS s,��� ���% � ''� w <br /> � A � ���, STRUCTURAL FILL `� ,�;: °o . � i�c �i WATER DEPTH � <br /> � ` -� , . »� . . <br /> PLAN VIEW D. ' �� �����::,`.:�: � a MIN �,� °. � .. . . . - . � �`' <br /> : , . / TEMPORARY :-:':• 00 ° � FLOOR SLAB SEE ARCH <br /> � � b ACCESS HOLE EXCAVATION SLOPE : �����:� ���� � � ` DRAWINGS <br /> . ' � . •:�.',.;:��:...�:':'�� ' SYSTEM LOAD <br /> ,� � � �� � a � Z �- i COALESCING MEDIA 12" BEDDING <br /> o ` » ��' oo � � , . . RATED FOR HS20 <br /> ". ° � � 12 MIN COVER OF DRAIN ������oQoppo � r �```ro � '` �'�"`j'o{ o�� <br /> �--4" TYPr D D• ` op .� P PEK �6" MIN AROUND 0 0 _. ,°. :� .a .i , a � TREATMENT WATER ,� <br /> BAFFLE � � o. �` � STEPS � ° � `� STRUCTURE ID MODEL <br /> 2�� -�.p WALL � ,� . 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D � ° � �:� TRENCH WALL 3„ . . . ... � <br /> o . .° ���qqq <br /> ,� 14 GAGE WELDED SEAM-HEL � ^� � �� � <br /> d v '1■ <br /> � g" CORRUGATED PIPE �' <br /> o �2 INSTALL PER MANUFACTURER'5 MW 6" (MIN) FOUNDATION ON NOTE�: <br /> � i RECOMMENDATIONS. g <br /> j lYP BASE �1 INSTALL PER MANUFACTURER'S RECOMMENDATIONS. �RAME 8c GRATE ' <br /> � SCALE AS SHOWN <br /> �2 GRATE SHALL BE RATED FOR HS-20 TRAFF�IC LOADING. CATCH BASIN ��N °ES. LKJ SHEET No. <br /> � Know what's b�IOW■ DR. <br /> ° PAH <br /> �� <br /> �II before y�u dig. °H. HNK ��. � <br /> � � TYPICAL �LOT DR�lN DE�TAIL 7 �LO�f Df��41N GRATE � �L�T �RAIN ��NNECr10�1 DETAIL <br /> F.H. <br /> »�» OF -' SHEETS <br /> � 3 C3.3 NOT TO SCALE C3.0 C3.3 NOT TO SCALE NOTE. DATE MAY 9 2017 <br /> � C3.0 �3.3 NOT TO SCA�E C3. � L� �I�� � �l�J � � � �V i �� � ADJUSTD�AL��ACC4RDINGLY" No� 212016.008 <br /> FI LE <br /> � <br /> � . <br /> O <br />