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LOW PERMEABILITY SOIL <br /> 6' DEEP <br /> � ' �\���\// <br /> ......... .'L:".' <br /> a'e.^L <br /> :.4'S S;.: <br /> SOIL VALUES USED IN THE ..�;�;:;�:�;, <br /> DESIGN OF THIS PROJECT :�?;`:;: <br /> FRICTION ANG UN G -- <br /> iYPE Of SOIL (DEGREES) (Ib/fY'3) 5' MAX. <br /> STRUCTURAL BACKFlLL 28 125 <br /> REfAINED BACKFlLL 28 125 <br /> FOUNDATION SOIL 28 125 <br /> CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER '� REINFORCED BACKFILL <br /> ��R' '',� '�_� COMPACTED 95% OF MAXIMUM <br /> S' MIN. �*`�"��:;;;: STANDARD PROCTOR DENSITY <br /> �. '. ��/�\�� . : • :...,:., :. <br /> _ -}:,.:,.. <br /> "`''�'� 12 INCHES (MIN) OF FREE <br /> GRANITE CUBES '''{`}� <br /> DRAINING 3/4' AGGREGATE <br /> MINIMUM DIMENSIONS: 't;�':•? •� <br /> 8' HIGH, 24" DEEP, 18" LONG ;�'����' <br /> SETBACK I INCH MINIMUM PER _.__ __ <br /> COURSE (ACCENT UNITS CAN 5' MAX. � �:t�`;��. REINFORCED BACKFILL <br /> HAVE SMALLER DIMENSIONS) COMPACTED 95% OF MAXIMUM <br /> •'::!. <br /> STANDARD PROCTOR DENSITY <br /> :.,�`:�.rn <br /> .:i+. <br /> .:�,%� <br /> 6" MIN. EMBEDMENT t <br /> �J� � '%�.. `1�i1►tttlll��ej <br /> ! <br /> , �=I . „ , ., �T/�� `,��i�`Q,SCkIl� j ,r <br /> � _ ���/ 4' DIAMETER DRAINTILE ,4�,t� * ,(�/'d r,"" <br /> �— I = — — OUTLET 40' ON-CENTER, MIN. � -`.Ti s <br /> � �—I I I—I I I— GRANULAR LEVEING PAD $ . � <br /> 6' THICK, MIN. E��FE�R�'�y�� <br /> (OPTIONAL) � ; ,af� •� *� <br /> GRANITE TIERED RETAINING WALL %`'�'-. .'� •� <br /> � TYPICAL CROSS SECTION �''�,��qF�-��•_•',�'`°;�,•''� <br /> W I (NOT TO SCALE) j�l�rlll y��s��i <br /> Designed By� PROJECT NAME/ 1700 B�HNS POINT RDAD / ❑R❑N❑, MINNES�TA Date� <br /> PDS L❑CATI❑N� 11/11/2016 <br /> Checked By� CLIENT: YARDSCAPES, INC. Pro,Ject No� <br /> , PDS CRITERIUM-SCHIMNOWSKI ENGINEERS g609 HARRIET AVENUE SOUTH 16-2465 <br /> 161 DLJNBAR WAY PHONE:651.779.7700 <br /> � Scale� Nta,i-iTONtEnt,MN 55115 FAX:651.779.7114 BLOOMINGTON, MN 55420 Drawing NaMe� <br /> A� N❑TED pschimno@criterium-schimnowski.com PHONE: 952-887-2794 TIERED GRANITE WALL <br />