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TYP. NO. 8 AGGREGATE IN OPENINGS <br /> CONCRETE PAVERS MIN. 3 1/8 IN. (80 MM)THICK <br /> CURB/EDGE RESTRAINT WITH CUT-OUTS <br /> FOR OVERFI.OW DRAINAGE(CURB SHOWN) <br /> , v 'p ' I-� I I-I I I-I I <br /> . ' I I I-I I I-I( I <br /> •.• . � ,� , . � .L .� . ' o�. . �—� � �—� � �—�� <br /> � ° � � � � � � ° � .� � � � III—III-1Ii- <br /> oO o0O pc� oOOO� � ' v • I—III—I I I—II <br /> o Oo oo�Oopo cpo�poo�°c�o p , . �-}�}_�- BEDD{NG COURSE 1 1/2 TO 2 IN. (40 TO 50 MM)THICK <br /> �pS O cQ�b °° o 0 0� � . _1__J� __�� �_� (TYP. NO.8 AGGREGATE) <br /> o� p� o o�� o ° --- ° C��I I- <br /> � —4 IN. 100 MM THICK NO. 57 STONE <br /> c�g O�O o O O o ~= OPEN-GRADED BASE <br /> o 00 0o gi- <br /> O O o o� GEOTEXTILE ON SIDE AND TOP OF SUBBASE <br /> oo0�°O o �oo� �� � ��rll- <br /> ------Q-4 Q------ ---- -Q-Q-Q-- _ <br /> I I I—I I I—I�(� (�—�(��� (—)� j�= � � �—� � �—�� MIN. 6 IN. (150 MM)THICK <br /> =Tf1�1�=Tl <br /> I I I=I I I=I I I=I I I=I I I=I I I— I I I I=i I I=I I I=I I I=I I I- NO.2 STONE SUBeASE <br /> OPTIONAL GEOTEXTILE ON BOTTOM <br /> SOIL SUBGRADE <br /> NOTES: <br /> 1. 2 3/8 IN. (60 MM�THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. <br /> 2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. <br /> CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. <br /> DRAWING NO. <br /> PERMEABLE PAVEMENT WITH FULL icPi-ss <br /> EXFILTRATION TO SOIL SUBGRADE S� <br /> NO SCALE <br /> ------- <br />