Laserfiche WebLink
NUMBER OF BOULDER COURSES <br />WILL VARY AS NEEDED <br />TOP BOULDERS, TYP. <br />(12" TO 18" BOULDERS <br />ALLOWED FOR FINAL GF <br />ADJUSTMENTS) <br />f2' THICK MIN. <br />DRAINAGE AGGREGATE <br />MID—LEVEL BOULDERS, TYP. <br />SEE BOULDER SIZE SCHEDULE <br />FOR MORE INFORMATION <br />BASE BOULDERS — <br />HEAVY WOVEN GEOTEXTILE <br />FILTER FABRIC <br />BEHIND BOULDERS <br />WALL EMBEDMENT = 12' MIN. <br />SOIL VALUES USED IN THE <br />DESIGN OF THIS PROJECT <br />TYPE OF SOIL <br />FRICTION ANGLE UNIT WEIGHT <br />(DEGREES) (Ib/ft-3) <br />STRUCTURAL BACKFILL <br />30 125 <br />RETAINED BACKFILL <br />30 125 <br />FOUNDATION SOIL <br />30 125 <br />CROSS SECTION DESIGN BASED ON INFORMATION LISTED IN COVER <br />LETTER. <br />GE❑SYNTHETIC REINFORCEMENT <br />SEE PROFILE DRAWINGS <br />FOR LENGTH, TYPE, AND SPACING <br />WALL BACKFILL COMPACTED 95% <br />OF MAXIMUM STANDARD PROCTOR <br />DENSITY <br />rl <br />UNDISTURBED �I —r—I 4" DIA. DRAIN PIPE <br />SOIL OUTLET ® END OF WALL <br />OR ® 40' CENTERS MAX <br />GRANULAR LEVELING <br />PAD, OPTIONAL REQUIRED BEARING CAPACITY = 2500 PSF <br />TYPICAL SECTION — BOULDER RETAINING WALL (HEIGHT VARIES) <br />SCALE: NONE <br />SCHEDULE OF <br />BOULDER <br />REQUIRED <br />SIZES <br />EXPOSED WALL BOULDER DEPTH, <br />HEIGHT MIN. <br />4' <br />28' <br />5' <br />32' <br />6' <br />36' <br />7' <br />38' <br />8' <br />42' <br />9' <br />44' <br />10' <br />48' <br />FENCE DESIGN BY <br />OTHERS. <br />X DIMENSION <br />BE DETERMINE <br />POST DETAIL <br />FENCE POST <br />OR HANDRAIL POST <br />MIN. <br />CONCRETE BASE <br />USE CONCRETE TUBE FORM <br />TYPICAL HANDRAIL AND/OR FENCE POST <br />SCALE: NONE <br />PLANS CREATED BY: <br />CRITERIUM—SCHIMNOWSKI <br />ENGINEERS <br />161 DUNBAR WAY PHONE: 651.779.7700 <br />MAHTOMEDI, MN 55115 FAX: 651.779.7114 <br />p. <br />schimno@criterium-sehimnowski.com <br />PREPARED FOR: <br />ANGELA HOPPING <br />95 SMITH AVENUE <br />ORONO, MINNESOTA <br />PHONE:612-366-2987 <br />PROJECT NAME <br />9S SMITH AVENUE <br />SECTIONS <br />& <br />DETAILS <br />W3 OF 3 <br />' heYebyDrury that ",s plan, epco,ficati°n, or report was <br />prepared by — or under my direct supervision, and that I <br />a,natat `l'msedPr°fess°"aE"9'neer°"'der theaws°` <br />the state °f M;�nes��a. <br />- <br />s, nat°re: <br />e —� <br />Paul D. Sc 40126 ski <br />Typed °r Panted Name. <br />5/6/2018 40126 <br />Date: Reg. No. <br />sC"�: <br />AS NOTED <br />DRAWN 6Y <br />PDS <br />PROJECT LOCATION <br />ORONO MINNESOTA OTA <br />� <br />oATe: <br />5�6-20I8 <br />PROJ. NO. O ��11 <br />8-3 18 q <br />REVISION BLOCK <br />