Laserfiche WebLink
GRANULAR <br />TRENCH <br />BACKFILL <br />AS <br />SPECIFIED <br />12" / <br />BACKFILL <br />AS <br />GRANULAR <br />BEDDING * � �p <br />WASHED <br />STONE <br />(1 1/2 " ) <br />E <br />WET OR UNSTABLE TRENCH <br />BAACSFILL <br />C <br />INITIAL BACKFILL <br />ZONE <br />(SAND OR GRAVE <br />GRANULAR <br />BEDDING* <br />�I A OR B I --CLAY OR ROCK <br />TRENCH <br />BACKFILL <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 />TPOOR SUBSOIL TRENCH <br />BACKFILL <br />bSPECIFIED(, I SPECIFIED 6" <br />6INITIAL BACKFILL L CONCRETE <br />ZONE <br />CONCRETE ------..(SAND OR BRICK OR WOOD <br />RAVEL) O'. BLOCKING 4" <br />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 />0 <br />0 <br />N <br />\ <br />Ln <br />I <br />3 <br />J_ <br />Q <br />W <br />C� <br />I <br />rn <br />N <br />3 <br />M <br />N <br />U <br />N <br />O <br />L <br />I <br />O <br />N <br />U <br />0 <br />I <br />a <br />VI <br />WOOD STAKES ® 30" O.C. <br />NOMINAL 2" "'"' <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 />0 1p 0 LAP MAT UNDER UPSTREAM EROSION LOG <br />Z AND SECURE FABRIC WITH WOOD STAKES <br />AT 3—FOOT INTERVALS. <br />p O <br />I I I A B A <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 SCALE <br />♦••••••• "�..o.. <br />NO. 11---------- <br />N <br />1" (2.5 CM) <br />TO <br />1. A MINIMUM OF TWO (2) ANCHORS OR STAPLES SHALL BE USED <br />2" (5.1 CM) <br />PER SQUARE YARD FOR CLASS I TYPE A MATS. <br />DETAIL OF <br />2. A MINIMUM OF FOUR (4) ANCHORS OR STAPLES SHALL BE USED <br />TYPICAL STAPLE PER SQUARE YARD FOR CLASS I TYPE B MATS <br />rc <br />EROSION CONTROL MAT <br />220 NOT TO SCALE <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 />