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SEC 20, TWP 2� N, RGE 5 E, WM �
<br /> � � PVI STA: 5+60.00 45 ; 50 45 , 50 �'ow. T�
<br /> ; ; � � � PVI ELEV: 465.63 � CB 5 ; � ; EXISIING ' `�' ��a'�
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<br /> � � � ( i � � � o � ; PVI ELEV: 46 .48 � 44 � 2.43� ``� � 21'N12nso ; INTAKE 14A
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<br /> � ' � ' i � m ' w ; �' w ' � �° '� ' EX CB 245 2o'NT�»s� ; � CB 7 » ; �CB 14 �
<br /> � ' � � ' PVI STA:' 3+00.00 ; � > �' ��,' � ' � 0•5Q%° � ; TYPE 2 54 ' » ;
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<br /> _ ____ _______fE 434.84_12 Ii�SE : _ RIM 44�3.43 »______� ' ' � ' cK�N� up 4. F4R CATCH BASIN TYPE 2 48 � & 54 , SEE C.O.E. STD DTL 405. �
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<br /> ° IE 435�44 12 OUT SW� ; ; ! ! , : � „ ; WITHIN THE EXCAVATION TO PROTECT INFILTRATIVE SOILS.
<br /> 4 � IE 444J2,'12 OUT SW ; �
<br /> IE 437.19 12" OUT E; ; � ' 7. UNDERDRAIN PIPES BELOW DRIVING SURFACES MUST MEET PIPE
<br /> ' MATERIAL AND COVER REQUIREMENTS. - �
<br /> � 8. PROTECT THE INFILTRATION SOIL DURING CONSTRUCTION. SOLS BELOW
<br /> � N � N � �+- �.n � �o N � �+ >- o N � r� � �o � `" � 6i THE INFILTRATION AREAS SHOULD NOT BE COMPACTED TO THE SAME `�
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<br /> 42 . � ' 25 45 -�-" '-- IE 458J9 $" IN S �� �'p��� O.F. STAND; PIPE . „ ; RIM 4�5.80
<br /> ' ? TYPE 1 S�A:0+69, R t , � IE 435.44 48 �IN NE �� � � ' � �
<br /> i i RIM 441.36 iE 45s.�s �2 our w RIM �452.70 RiM 4529� » � IE 441;50 12 IN SE �
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<br /> s ` IE 434.84 12 IN SE CB �Z IE A�49.53 8n IN E; iE 45o.st 8" out w ; IE 435;s70 48 OUT SW Z �; ,
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<br /> I " PER; COE 5TD DWG #413 i IE 4;49.20 12„ �UT �W ' x �
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