Laserfiche WebLink
SOIL VALUES USED IN THE . <br /> DESIGN OF THIS PROJECT <br /> FRICTION ANGLE UNR WEIGHT <br /> NPE OF SOIL (DEGREES) (Ib/ft"3) , <br /> REINFORCED BACKFILL 30 120 <br /> RETAINED BACKFILL 30 120 <br /> FOUNDATION SOIL 30 �2o SCHEDULE ❑F REQUIRED <br /> REQUIRED BEARING CAPACITY = 3000 PSF NUMBER OF BOULDER COURSES <br /> WILL VARY AS NEEDED B�ULDER SIZES <br /> CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER EXPOSED WALL BOULDER DEPTH, <br /> LEffER. 18 TO 23 DEGREE HEIGHT MIN, <br /> SETBACK, TYP. IMPERVIOUS FILL 4� 28' <br /> 12" DEEP 5' 32' <br /> TOP BOULDERS, IYP. <br /> (12" TO 18" BOULDERS 6' 36' <br /> ALLOWED FOR FINAL GRADE ��j �j` ' '- <br /> ADJUSTMENTS) � �/��j���j\\���.��j�` 8' 42' <br /> /\\//\j \�\� r\����; 9� 44� <br /> MID-LEVEL BOULDERS, NP. �\�,�\�� 10' 48' <br /> 12' S4' <br /> SEE BOULDER SIZE SCHEDUIE <br /> FOR MORE INFORMATION VARIES <br /> BASE BOULDERS <br /> WALL BACKFILL COMPACTED 95� <br /> OF MAXIMUM STANDARD PROCTOR <br /> HEAVY WOVEN GEOTEXTILE DENSfTY <br /> BIXJLDER FILTER FABRIC <br /> DEPTH BEHIND BOULDERS <br /> WALL EMBEDMENT = 12' MIN, <br /> .. ' •� p-'.` .a.. �.. ' <br /> i�\1tt1tl11t1/�/ <br /> UNDISTURBED �I I( I I ' . I I I—I I I=s 4" DIA. DRAIN PIPE `�{t ���J�M �/ <br /> SOIL � OUTLET O END OF WALL �� ti 11 �' <br /> GRANULAR LEVELING PAD O R O 4 0' C E N T E R S M A X `� � ` �j <br /> MIN. 6" THICK ~ SE .• "" <br /> (OPTIONAL) REQUIRED BEARING CAPACIN = 3000 PSF _ µ � �w <br /> _ ENAHYE�R ;.�r� <br /> = � �Oi2� • * �+ <br /> � � <br /> i�l��. � �r s <br /> TYPICAL SECTION — BOULDER RETAtNING WALL (HEIGHT VARIES) ��''%''�'a�'"�°>�`'''� <br /> SCALE: NONE `���lfilNll1441'�< <br /> Designed By� PROJECT NAME/ 100 KINTYRE LANE / ❑RONO, MINNESOTA Date� <br /> PDS L❑CATION� 7/14/2015 <br /> Checked By: CLIENT: LANDSCAPES UNLIMTED Pro,ject No� <br /> PDS CRITERIUM-SCHIMNOWSKI ENGWf::I::RS 659 BIELENBERG DRIVE 15-1774 <br /> 161 DLJNBAR WAY PHONE:651.779.7700 <br /> Scale� MAHTOMEDI,Mrr ssns FAX:651.779.7114 W'OODBURY, MN 55125 Drawing NaMe� <br /> AS N�TED pschimno@criterium-schimnowski.com j'l1C)NE: 61�'-5�)K-1045 11' B❑ULDER WALL SECTI❑ <br />