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� IMPERVIOUS FILL <br /> � TOP BOULDERS, NP. 12" DEEP <br /> � (12" TO 18" BOULDERS <br /> ALLOWED FOR FINAL GRADE <br /> .� ADJUSTMENTS) ��j/�j/� <br /> /\/\/ <br /> 18"-24" MID—LEVEL BOULDERS, NP. ��\�/�\�/ <br /> 6—OZ. WOVEN GEOTEXTILE <br /> 4 FT, MAX FILTER FABRIC <br /> 24"-36" BASE BOULDERS AROUND CRUSHED ROCK <br /> IMPERVIOUS FILL 3' MIN. - - ��r��� _ <br /> 12" DEEP I I—I� I <br /> NUMBER OF BOULDER COURSES <br /> WILL VARY AS NEEDED \\�\\�\ . <br /> ��\��\\�� �� a:�,•: ' . <br /> 12"-18" TOP BOULDERS, 1YP. �%\���� 12" WIDE LAYER OF a • WALL BACKFILL COMPACTED 95� <br /> 3/4" DIAMETER CRUSHED ROCK OF MAXIMUM STANDARD PROCTOR <br /> DENSITY <br /> 4 FT, MAX I �I�I I 1=I— <br /> 18"-24" MID—LEVEL BOULDERS, 1YP. � �_ <br /> 24"-36" BASE BOULDERS WALL BACKFILL COMPACTED 95� <br /> 6—OZ. WOVEN GEOTEXTILE OF MAXIMUM STANDARD PROCTOR <br /> BDULDE � FILTER FABRIC DENSITY <br /> DEPTH AROUND CRUSHED ROCK <br /> i�i ii—iii=ii�ir-=ii�' 1Li1�tlllltil��� <br /> WALL EMBEDMENT = 6' MIN. — I I�I � I I I I=��-'��I� �~��`,�"� ��'��,``�., <br /> . <br /> � � . <br /> _— : ...„. �I I���_ i. � _,,�, <br /> -I I � a : � `== <br /> . � � , sE � <br /> UNDISTURBED �—I I IT I I I—I I I=���� 4" DIA. DRAIN PIPE �NQ�����L ; �r- <br /> SOIL OUTLET � END OF WALL A : :�.� <br /> OR � 40' CENTERS MAX % ° �1�A ; v�,x <br /> i�i*• � a> <br /> 8" CLASS 5 LEVELING PAD COMPACTED REQUIRED BEARING CAPACITY = 2000 PSF '��a �9�'•., �,. 'n'`�,�� <br /> 100% STANDARD PROCTOR �/�`�C��,���,1`? <br /> TYPICAL SECTION - GRAVITY BOULDER RETAINING W A L L "'p"'}'� � <br /> SCALE: NONE <br /> __ __— — <br /> Designed By+ PR❑JECT NAME/ 1410 CHERRY PLACE / ❑R❑N❑, MINNES�TA Date: <br /> PDS L❑CATI❑N� 11/3/2014 <br /> Checked By� CLIENT: SOLUTION BLUE Project No� <br /> PDS CRITERIUM-SCHIMNOWSKI ENGINEERS 318 CEDAR STREET 14-1462 <br /> 16l DUNBAR WAY PHONE:651.779.7700 <br /> SC0.12� MAI[TOMEDI,MN 551IS FAX:651.779.7114 SA1NT PAUL, MN 55101 DY'0.w1n9 NaMe� <br /> AS N❑TED pschimno@criterium-schimnowski.com PHONE: 612-294-0038 TIERED B�ULDER WALL <br />