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WoDti0naire mesh 1) reinforcement 1 <br />metal or wcca <br />0051 or stoke <br />Direction of <br />runoff flow <br />Engineering fabric <br />INSTALL AS 600' OR LESS SECTIONS <br />Fabric anchorage trench <br />0006011 with tomped <br />{__jt01 soil <br />Natural 'soil <br />I <br />6. i0ch minimum <br />6' inch minimum <br />Note: Depending upon configuration, attach fabric wire mesh with <br />hog rings, steel posts with tie wires, or wood posts with staples. <br />NOT TO SCALE <br />TYPICAL INSTALLATION FOR SILT FENCE <br />1. Set the stokes. <br />2. Excavate a 4'34" trencn u0slope <br />along the line of stakes. <br />3. Staple filter material to stokes 4. Boekfill and compact the <br />and extend it to the trencn. the excavated soil. <br />Notes:: <br />Fabric as per MnDOt Spec. 3886 <br />9 foot maximun spacing between wood Stokes. <br />1.5 feet minimun embedment. <br />6 to 9 inches of fabric extend into trencn. <br />2"x2 "x4' minimum dimensions per wood stake. <br />Preassembled silt fence i3 acceptable per MN -DOT Spec. 3886. <br />NOT TO SCALE <br />SILT FENCE —WOOD POST CONSTRUCTION <br />Bois, placed cn edge, P.l. <br />Twine or wire t Olteh Houtted tight <br />ww X1 <br />1 <br />II <br />BALE DITCH CHECK <br />0 Two 2 "x 2' wood stakes or reinforcing bars in <br />each bole and embedded in ground 10' minimum. <br />BALE CHECK <br />TO PROTECT STORM <br />SEWER INLETS <br />3" eort.h- fill <br />Point A must <br />be higher than <br />Point 8. <br />BALE CHECK DETAILS I II <br />t1) <br />3" <br />NOT TO SCALE Option 1 <br />T <br />Option 2 <br />BALE CHECKS <br />GRAVEL CONSTRUCTION ENTRANCE <br />Runoff water <br />with sediment <br />— Grovel filter <br />Overflow <br />Filtered water <br />Drop inlet with grate <br />Wire screen <br />TYPE C - BLOCK AND GRAVEL DROP INLET <br />SEDIMENT FILTER NOT -G SCALE TYPE D - BLOCK AND GRAVEL CURB INLET SEDIMENT FILTER <br />• <br />Wire screen -) tvel filter <br />Runoff water <br />with sediment overflow <br />• <br />I 1= <br />Filtered water <br />Sediment <br />2 -x4" wood stud L cure inlet <br />INLET SEDIMENT FILTERS <br />FULL <br />BASEMENT <br />(FB) <br />GAP FL <br />b <br />BSMT <br />SPLIT <br />ENTRY <br />WALKOUT <br />(SEW()) <br />WAI.KCUT <br />GROUNQ"'GAR <br />4S MT - 'VAL'KC'JT <br />b <br />SOME • OT -a <br />MAY PEPMIT <br />9' 95MT <br />HOUSE TYPES <br />ROBE <br />ENGINEERING <br />COMPANY, INC. <br />CONSULTING ENGINEERS, <br />PLANNERS and LAND SURVEYORS <br />1000 EAST 146th STREET, BURNSVILL , MINNESOTA 55337 PH 432 -3000 <br />HEREBY CERTIFY THAT 11415 PLAN WAS <br />PREPARED BY et 00 UNDER YT DeIECT <br />01PERMSICel ARO THAT AY A OILY <br />RECISt0ED <br />UNDER THE LAMS OF ME STATE <br />OF 1000ESOTA. <br />DATE_ REC. NO. <br />NURP POND BENCH DETAIL <br />REVISIONS <br />PREPARED FOR: <br />Heritage Development <br />450 E. COUNTY ROAD D <br />ST. PAUL, MN 55117 <br />LOT o00FILE <br />Z <br />STREET_ RCFILE <br />Direction Of f:Ow <br />L-0.5. Direction of flow on street <br />NOT TO SCALE <br />LOT BENCHING <br />=1 <br />lI <br />=i E <br />Uj W <br />Wi s <br />K' 9 ' 3D' . 50' <br />^1C 'W vARIES'��5 <br />I <br />Ow <br />18" HOLD UUWN 6' HOLD DOWN <br />(SE'WO (FINISH TO FINISH) <br />SPLIT ENTRY WALKOUT (SE'WO) <br />GRADING HOLD DOWN DETAIL <br />55 <br />la <br />5 DROP FINISHED GRA55I <br />�^-6" TOPSOIL <br />LD DOWN <br />FLAT <br />li <br />3O' I 50' j 55' - '!P :vAPIESi a <br />r� <br />1 FINISHED GPADE'W <br />) x <br />4" HOLD DOWN' `e" r0PSClL <br />(Fe) MOLD 3OYM <br />H• <br />(SE) <br />FULL BASEMENT (FB) 3c SPLIT ENTRY (SE) <br />GRADING HOLD DOWN DETAIL <br />NOT '0 SCALE <br />HOLD DOWN DETAILS <br />OE0GNE0 CNECRED <br />DRAWN DAZE <br />300 112;10,99 <br />50ALE <br />.00 140. <br />9150.00 <br />SETBACKS <br />30' FRONT <br />30' REAR <br />10' SIDE <br />RECEIVED <br />13 1999 ! I <br />DEC <br />CITY OF LINO <br />GRADING PLAN <br />BLUEBILL PONDS <br />