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GRANULAR <br />TRENCH <br />BACKFILL <br />AS <br />SPECIFIED <br />12" / <br />BACKFILL <br />AS <br />BACKFILL <br />AS <br />C SPECIFIED <br />C <br />INITIAL BACKFILL <br />ZONE 12" <br />(SAND OR GRAVEL) <br />GRANULAR <br />BEDDING* <br />�I A OR B I__CLAY OR ROCK <br />/ TRENCH <br />BACKFILL <br />GRANULAR <br />BEDDING <br />WASHED <br />STONE <br />(1 1/2 " ) <br />E <br />WET OR UNSTABLE TRENCH <br />BAACSFILL <br />FOR FLEXIBLE <br />PIPE. BEDDING <br />OR BASE <br />MATERIAL SHALL <br />EXTEND TO <br />SPRINGLINE <br />(MIDHEIGHT) OF <br />PIPE. * <br />12" <br />GRANULAR <br />E -----_ BASE <br />POOR SUBSOIL TRENCH <br />BACKFILL <br />SPECIFIED I TSPECIFIED 6" <br />6 AL BACKFILL L CONCRETE <br />ZONE <br />CONCRETE------.,, <br />IIRNISAAVENTID <br />OR BRICK OR WOOD <br />< <�L)O'. " <br />4" BLOCKING (4") <br />BRICK OR Q,OD <br />CONCRETE CRADLE BLOCKING 4) CONCRETE ENVELOPE <br />D=4" BELOW BARREL FOR CLAY <br />A=O.D. PIPE + 24" MAX. 3" BELOW BARREL FOR CLAY <br />B=O.D. PIPE + 18(MAX.)FOR ROCK 6" BELOW BARREL FOR ROCK <br />C=6" MIN. E=DETERMINED BY A/E <br />\ STANDARD TRENCH SECTION <br />NOT TO SCALE <br />Q <br />O <br />O <br />N <br />\ <br />Lf') <br />I <br />3 <br />J_ <br />Q <br />W <br />C� <br />n <br />N <br />3 <br />CO <br />N <br />U <br />N <br />O <br />L- <br />n n <br />O <br />O <br />N <br />U <br />0 <br />L- <br />n <br />a <br />REVISIONS <br />WOOD STAKES ® 30" O.C. <br />NOMINAL2" —11"'"' <br />LENGTH OR <br />4" NOM. <br />7' NOM. <br />GENERAL NOTES EROSION MAT <br />DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL <br />CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE <br />APPLICABLE SPECIAL PROVISIONS. <br />LAP JOINTS SHALL NOT BE PLACED IN THE BOTTOM OF V -SHAPED DITCHES. <br />JUNCTION SLOTS ON ADJACENT STRIPS OF MATTING SHALL BE STAGGERED A MINIMUM OF 4 FEET <br />NOTE: (1.219 M) APART. <br />ALL DIMENSIONS <br />ARE APPROXIMATE EDGES OF THE EROSION MAT SHALL IMPRESSED IN THE SOIL. <br />EROSION MAT OVER SEEDING JUNCTION OR ANCHOR SLOTS SHALL BE AT MINIMUM INTERVALS OF <br />50 FEET. <br />ED LOGS EXTEND MAT <br />OVER TOP <br />OF BANK <br />(MIN. OF 6') <br />FOR SCOUR PROTECTION USE: <br />EROSION MAT FOR CHANNEL LINING. <br />o zo LAP MAT UNDER UPSTREAM EROSION LOG <br />Z AND SECURE FABRIC WITH WOOD STAKES <br />AT 3 -FOOT INTERVALS. <br />00 <br />I I I A B A I_ <br />VI - <br />POINTS A SHOULD BE HIGHER THAN POINT B <br />PROFILE VIEW <br />PROPER PLACEMENT OF EROSION <br />LOG BARRIER IN DRAINAGE WAY <br />205 NOT TO SCALENOT TO SCALE <br />mi 14 <br />•f A •- <br />PROJ. N0. AEC <br />— — 16263 _ <br />GN BY CHECKED <br />ADVANCED ENGINEERING CONCEPTS <br />1360 INTERNATIONAL DRIVE <br />EAU CLAIRE, WI 54701 <br />PH: 715-552-0330 <br />info@rls—aec.com <br />COPYRIGHT 2017 AEC LLC. <br />CURB CUT WITH BIT FLUME <br />386,)NOT TO SCALE <br />DETAILS <br />HUGO MINI STORAGE <br />HUGO, MN <br />DWG NAME <br />16263 PG6 <br />DETAILS <br />DATE <br />03/2017 <br />0 <br />no <br />