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1/4" PLYWOOD <br />IS 1/2 OCH F <br />\�\\� OVER FACE <br />TABULATED +. \� OF BOLTS <br />TOTAL AREA <br />PLUG OR CAP <br />PLUGGED CROSS WYE <br />r A7 <br />2 <br />BEND PLUGGED CROSS PLUGGED TEE <br />NOMINAL <br />FITTING SIZE, <br />INCHES <br />TEEWYE, PLUG <br />OR CAP <br />90" BEND, <br />PLUGGED CROSS <br />TEE PLUGGED ON <br />RUN <br />Al A2 <br />45" BEND <br />22-1/2• <br />BEND <br />11-1/4• <br />BEND <br />4 <br />1.0 <br />1.4 <br />1.9 1.4 <br />1.0 <br />- <br />- <br />6 <br />2.1 <br />3.0 <br />4.3 3.0 <br />1.6 <br />1.0 <br />- <br />8 <br />3.8 <br />5.3 <br />7.6 5.4 <br />2.9 <br />1.5 <br />1.0 <br />10 <br />5.9 <br />8.4 <br />11.8 8.4 1 <br />4.6 <br />2.6 <br />1.2 <br />12 <br />8.5 <br />12.0 <br />17.0 12.0 <br />6.6 <br />3.4 <br />1.7 <br />14 <br />11.5 <br />16.3 <br />23.0 16.3 <br />8.9 <br />4.6 <br />2.3 <br />16 <br />15.0 <br />21.3 <br />30.0 21.3 <br />11.6 <br />6.0 <br />3.0 <br />18 <br />19.0 <br />27.0 <br />38.0 27.0 <br />14.6 <br />7.6 <br />3.8 <br />20 <br />23.5 <br />33.3 <br />47.0 33.3 <br />18.1 <br />9.4 <br />4.7 <br />24 <br />34.0 <br />48.0 <br />68.0 48.0 1 <br />26.2 <br />13.6 <br />6.8 <br />NOTES: <br />1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. <br />2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. <br />3. REQUIRED BEARING AREAS AT FITTING SHALL BE AS NOTED ABOVE, UNLESS INDICATED OTHERWISE. <br />4. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON THE PLANS TAKE PRECEDENCE OVER BEARING AREAS AND <br />BLOCKING DETAILS SHOWN ON THIS STANDARD PLATE. <br />5. ABOVE BEARING AREAS BASED ON TEST PRESSURES OF 150 PSI AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 LBS. <br />PER SQUARE FOOT. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING STRESSES, USE <br />THE FOLLOWING EQUATION: BEARING AREA = (TEST PRESSURE/150) X (2000/SOIL BEARING STRESS) X (TABLE VALUE). <br />CITY OF Special Details <br />1U� POURED CONCRETE THRUST ° <br />04-01-15 <br />BLOCKING FOR WATERMAIN HU -W-4 <br />NEST. 1906 01-20-17 <br />*BACKnLL BACKFlLL <br />AS <br />CSPECIFIED <br />1INITIAL BACKFlLLZONE12" <br />(SANDORRAVEL)GRANULARGRANULAR <br />TRENCH BEDDING* <br />A OR B <br />CLAY OR ROCK <br />�i F� <br />BACKFILL TRENCH <br />FOR FLEXIBLE BACKFILL <br />PIPE. BEDDING AS <br />GRANULAR OR BASE SPECIFIED <br />BEDDING * -ED MATERIAL SHALL 12' <br />WASHED 1 EXTEND TO <br />STONE T SPRINGLINE GRANULAR <br />(1 1/2") 1E (MIDHEIGHT) OF E __ ___ BASE <br />WET OR UNSTABLE TRENCH PIPE. * _-_-_- <br />TPOOR SUBSOIL TRENCH <br />BA&KFILL BA,CqgI�FILL <br />PECIFIED � PECIFIED 6" <br />6" INITIAL BACKFILL CONCRETE <br />ZONE <br />CONCRETE AND OR BRICK OR WOOF <br />L�U[1(,�;RAVEL) 4.BLOCKING (4") <br />CONCRETE CRADLE LOCKING �Y4Q�D CONCRETE ENVELOPE <br />D=4" BELOW BARREL FOR CLAY <br />A=O.D. PIPE + 24" MAX. 3" BELOW BARREL FOR CLAY <br />B=01iD. PIPE + 18" AX. FOR ROCK 6" BELOW BARREL FOR ROCK <br />C=6 MIN. E=DETERMINED BY A/E <br />�1 STANDARD TRENCH SECTION <br />100 NOT TO SCALE <br />CURB CUT WITH BIT FLUME <br />NOT TO SCALE <br />WOOD STAKES O 30" O.C. <br />NOMINAL 2" X 2" X 30' MIN. <br />LENGTH OR EQUIVALENT <br />FOR SCOUR PROTECTION USE: <br />EROSION MAT FOR CHANNEL UNING. <br />0 3 LAP MAT UNDER UPSTREAM EROSION LOG <br />w AND SECURE FABRIC WITH WOOD STAKES <br />AT 3 -FOOT INTERVALS. <br />ai <br />I - A B A <br />POINTS A SHOULD BE HIGHER THAN POINT B <br />PROFILE NEW <br />PROPER PLACEMENT OF EROSION <br />LOG BARRIER IN DRAINAGE WAY <br />205 NOT TO SCALE <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 />(1.219 M) APART. <br />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 />EXTEND MAT <br />OVER TOP <br />OF BANK <br />(MIN. OF 6') <br />NO. 11 T `n '���---------- <br />1- (2.5 CM) 1, A MINIMUM OF TWO (2) ANCHORS OR STAPLES SHALL BE USED <br />TO kR SQUARE YARD FOR CLASS I TYPE A MATS. <br />2" (5.1 CM) <br />DETAIL OF 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 />rc1 EROSION CONTROL MAT <br />220 NOT TO SCALE <br />NOTE: SEE ARCHITECTURAL PLANS FOR <br />REMOVABLE BOLLARD LOCATION AND DETAIL <br />60"x 6" DIA. CONCRETE ASPHALT PAVING <br />FILLED STEEL PIPE W/ <br />30" EXPOSURE. , <br />PAINT: FACTORY PRIMER; <br />BOLLARD COVER PER SIDEWALK WELDED STEEL <br />OWNER WIRE FABRIC <br />M <br />6" DEPTH CONCRETE G a - <br />PAVEMENT a c a 4 4 4 <br />SLOPE PER GRADE��. <br />PLAN <br />EXPANSION FELT v <br />6" MIN. CLASS 5 BASE <br />6" SAND LIFT <br />6" PIPE BOLLARD <br />NOT TO SCALE <br />NOT TO SCALE <br />ZERO CURB <br />NOTE: <br />PROJ. NO. <br />18037 <br />ALL DIMENSIONS <br />DETAILS <br />ARE APPROXIMATE <br />TN <br />4 OM' EMBED LOGS <br />7 <br />FOR SCOUR PROTECTION USE: <br />EROSION MAT FOR CHANNEL UNING. <br />0 3 LAP MAT UNDER UPSTREAM EROSION LOG <br />w AND SECURE FABRIC WITH WOOD STAKES <br />AT 3 -FOOT INTERVALS. <br />ai <br />I - A B A <br />POINTS A SHOULD BE HIGHER THAN POINT B <br />PROFILE NEW <br />PROPER PLACEMENT OF EROSION <br />LOG BARRIER IN DRAINAGE WAY <br />205 NOT TO SCALE <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 />(1.219 M) APART. <br />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 />EXTEND MAT <br />OVER TOP <br />OF BANK <br />(MIN. OF 6') <br />NO. 11 T `n '���---------- <br />1- (2.5 CM) 1, A MINIMUM OF TWO (2) ANCHORS OR STAPLES SHALL BE USED <br />TO kR SQUARE YARD FOR CLASS I TYPE A MATS. <br />2" (5.1 CM) <br />DETAIL OF 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 />rc1 EROSION CONTROL MAT <br />220 NOT TO SCALE <br />NOTE: SEE ARCHITECTURAL PLANS FOR <br />REMOVABLE BOLLARD LOCATION AND DETAIL <br />60"x 6" DIA. CONCRETE ASPHALT PAVING <br />FILLED STEEL PIPE W/ <br />30" EXPOSURE. , <br />PAINT: FACTORY PRIMER; <br />BOLLARD COVER PER SIDEWALK WELDED STEEL <br />OWNER WIRE FABRIC <br />M <br />6" DEPTH CONCRETE G a - <br />PAVEMENT a c a 4 4 4 <br />SLOPE PER GRADE��. <br />PLAN <br />EXPANSION FELT v <br />6" MIN. CLASS 5 BASE <br />6" SAND LIFT <br />6" PIPE BOLLARD <br />NOT TO SCALE <br />NOT TO SCALE <br />ZERO CURB <br />PROJ. NO. <br />18037 <br />ADVANCED ENGINEERING CONCEPTS <br />^ AEC 1360 INTERNATIONAL DRIVE, SUITE #1 <br />EAU CLAIRE, WI 54701 <br />PH: 715-552-0330 <br />info@rls-aec.com <br />COPYRIGHT 2017 AEC LLC. <br />DETAILS <br />HUGO MINI STORAGE <br />REVISED PHASE II <br />HUGO, MN <br />DWG NAME <br />18037 LS <br />DETAILS <br />7 <br />L <br />DATE <br />04/2019 <br />DATE REVISIONS <br />DRAFTED BY I Y CHECKED <br />