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LOW PERMEABILITY SOIL <br /> 6' DEEP <br /> �. ,%\/��// <br /> -�.:,._ .; <br /> ,�: <br /> ............ <br /> , _...... <br /> 5' MAX. <br /> �5' MIN. '.=.''';` <br /> �:��t::;�: <br /> � '.:�\�����/ <br /> .. ;�. <br /> ' a <br /> GRANITE CUBES 12 INCHES (MIN) OF FREE <br /> DRAINING 3/4" AGGREGATE <br /> MINIMUM DIMENSIONS: "°'�'�,'-' <br /> 8' HIGH, 24' DEEP, 16" LONG <br /> SETBACK I INCH MINIMUM PER <br /> COURSE (ACCENT UNITS CAN 5' MAX. REINFORCED BACKFILL <br /> HAVE SMALLER DIMENSIONS) COMPACTED 95% OF MAXIMUM <br /> . .. <br /> STANDARD PROCTOR DENSITY <br /> .,,_^: . <br /> ,: ... � <br /> 6' MIN. EMBEDMENT � `,� \ ����tEt}{j � <br /> I I —I �\ \ \�j/\�� �,�,���`��,SCJ$i�E`�''/ s� <br /> /� '4;DIAMETER DRAINTILE ,��``� �'. <br /> � �— I — — •• — OUTLET 40' ON-CENTER, MIN. e •—'��A,-~ <br /> � �—I I I—I I I— GRANULAR LEVEING PAD s� .:. <br /> 6' THICK, MIN. ��������' ' 7�"� <br /> (OPTIONAL) : e ,��� % "k,w <br /> GRANITE TIERED RETAINING WALL <br /> %'�.�'". '•!'�'a <br /> � TYPICAL CROSS SECTION ��,'f��oF",,.f•°���°', <br /> W� (NOT TO SCALE) r��rrrr��'=f�°`�'A <br /> _—_ - - — <br /> _ _ _ _ - - - — <br /> Designed By� PR�JECT NAME/ 3926 CHERRY AVENUE / ❑R�N❑, MINNES❑TA Date: <br /> PDS L�CATI❑N� 7/28/2015 <br /> Checked By; CLIENT: YARDSCAPES, INC. Project No� <br /> PDS CRITERIUM-SCHIMNOWSKI ENGINEERS g609 HARRIET AVENUE SOUTH 15-1804 <br /> 1G1 DUNBAR WAY PHONE:651.779.7700 <br /> SCUl2� MAllTOMEDI,MN SS115 FAX:651.779.7114 BL��M1NC7T�N, MN 55420 Drawing NaMe� <br /> � AS N❑TED pschimno@criterium-schimnowski.com PHONE: 952-887-2794 GRANITE CUBE WALL <br />