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TRAVIS VAN LIERE STUDIO <br /> LANDSCAPE ARCHITECTURE <br /> m NT 6mEET MORIN 55 51 <br /> MARIA MESH REINFORCEMENT. I. <br /> BElCHVESp REPLACED WHEW NEAR <br /> i0l! <br /> ATTACH FABRIC TO WIRE MESH SATNNTION. IN2 730 OM <br /> SPEC.SECTION JB86VATH HOG RINGS. BBM100T Z. PH 551 BEAVER DAM AS 4ANFALiURED PIERCE PINI & <br /> METAL(OR W000) Ili <br /> POST OR STARE • 1. <br /> SILT RACE BY DANDY EWTMVR CRABT Yr <br /> I! <br /> mew 3.ARROSION CONTROL METHOD OR <br /> FABRIC ANCHORAGE DESIGN RECOMMENDATIONS PROOIICT MAY BE USED WITH ASSOCIATES <br /> WITH TA BACKFILL APPROVAL FROM FUSED PA, <br /> WITH TAMPED 1. SILT FENCES SHOULD BE...STALLED ON � <br /> NATURAL SOL THE CONTOUR(AS OPPOSED TO UP AND yyyy���yyy <br /> DOWN A MNL)AND CONSTRUCTED 50 EXTEND MATERNAL v��i PRESIDE GAP AT BAIT 9298 CENTRAL AVENUE NE, <br /> DEECTON Oi • TNT ROW CANNOT BYPASS THE ENDS. ABOUT 40.ON TOP OF 3� FOR OVERFLOW SUITE 312 <br /> RUNOFF FLOW 2. ENSURE THAT THE DRMNAGE AREA 6 NO RANDOMLY+GERT -�VT, <br /> � a%ABSORBENT PuOr BLAINE, MN 55434 <br /> I 11 II I I:II:Imo= 1111--1 \ SIOI(D BE PARTIALLY <br /> II-�I=n n n/ /i=1-n + I GREATER 1MAN 1/1/CRE PER 100 rt Oi STALES rMROUGH THE �� BLOCNNG THE CURB HOOD TEL 763.537.1311 <br /> 11=11 11-1111-All <br /> 1110//�II' FENCE. APART ABOUT 20• `�, <br /> II -A=1 6• APART WHEN//STALLED PROPERLY / FAX 763.537.1354 <br /> x YMOE THE rENCE s7Aac FOR TIF �IIILL� V A F• <br /> 111 II:II YIN 10-YEAR PEAK STORY RARIOFf. <br /> NATURAL SOIL II=11 A. WHERE ALL RUNOFF 6 TO BE STORED �� — /�����/�� 10'MITI LENGTH <br /> REMIND ME SILT FENCE,ENSURE THAT A TEACH THE ENCLOSURE FLAP411111111111k PRE-RRIUER <br /> NOTE:9%T FENCE SHALL FOLLOW THE wXNUY SLOPE LENGTH XCEE BEH. ,�/ �• INSIDE f0 COYRFIELY <br /> SHAAn.LL WIDERp.TNN A <br /> YNppT SPEC.SECTION 0886. THE FENCE DOES NOT EXCEED THE 77 • <br /> SPECIFICATIONS SHOWN N TABLE I. \ \ M GRATE TME NIST OPENING ON WEDGE ON O.STLOB <br /> FIGURE 1 TYPICAL INSTALLATION FOR SILT FENCE TABLE I MARMUM SLOPE LENGTH AND$LOPE FOR WMOX 5%T FENCE K APPLICABLE STESAOC. ØØØ <br /> �. OE A650RBEMI FALLOW SMLL BE RACED N NLETGRATENATO MUST BE , SOF)OUCHOr THE <br /> NT. Bi\TTOM PILLOW 10 TETHER FRAME TMROVCN THE �••• 4�•••4 :�•�D�4••• •B�••••I �D�D�.:• B�D�D• <br /> BY CALCULATION BY CALCULATION DESElY ACCEPTED IGN PRACTICES I DVERUP MATERIAL `°°P CATCH LIFTING DEVCE LOOPS BASIN CURB BOX INLET :*:1 ••44/ x.:40:44,;:444.; :•40;•.;:�•••• <br /> ]LOPE PERCENT SWT FENCE STORAGE SRT FENCE STORAGE EOUALS 2 R 3 •A4 B•••A4.•••A..•.►•••AAA'A•A•A►.•P...• <br /> H:V EOUALES 2 FT FORA FORA 2-YEAR EVENT OR J ET FOR 6.. SLOPE NET <br /> MA SEAMS: 1� \� NO SCALE <br /> 100-YEAR EVENT A 100-YEAR EVENT BIANNEI INTERVAL MUST �VI <br /> 100:1 1% 400 R 900 ET 100 rt OVERLAP Al LEAST 6•ND /w <br /> STAPLES INSERTED THROUGH \� 0.' 500. <br /> 50.1 2% 290 rt 450 R 75 R <br /> BOTH IABROS AT A lll��� <br /> 25:1 4% 100 R 225 FT 75 R ART SPACING Of p' AP ���_ <br /> dAV INSTALL SHREDDED HARDWOOD <br /> 20:1 5% BOR 180 rt T5-50 FT +/" �,q,.E, -7- <br /> ANNUM DIAMETER EONVALEM MATERIAL MAY BE <br /> _ CCAR LOG 6-T MULCH(.DOT TYPE 6} <br /> SUBSTITUTE <br /> 17:1 6% 67 R 150 R 50 R LONGITUDINAL SFAYS: �N AT END OF SLOPE `r •- <br /> BLANKET INTERNE MUST re-�i SECURE BLANKET 1l .#?:- ,.:70• SPARE PINE THE ENGINEER. <br /> R T THE DISCRETION a <br /> 12.5:1 BB 50 rt 112 R 50 R MATERIAL BT INSERTING �6, -•�- <br /> OVERIM Al LEAST 6'AND ry' T• ROOM.LOG 4 1/J Of <br /> 10.1 1011 40 R 90 rt 50-25 R STAPLES INSERTED THROUGH STARES ABOUT 20' MASH <br /> 5:1 20% 20 R ISR 25-I5 R BOM FABRICS ATA APART THROUGH ll[ / ( ' <br /> w1DMLIM SPACING OF AO' FABRC <br /> it11 /J-DF LDC <br /> 4:1 25% 16 361SNOTES: APART <br /> 3:1 33% 12 R 27 FT ISR I. EROSION CONTROL BLANKET TO BE CATEGORY 4-COCO/NT 2S FOR SLOPES GREATER THAN 2'WASHED COARSE— : <br /> R FT FT .. <br /> 51 AND SIOES AND BDTIOR OF ALL PESLEDRAINAGE WALES AID PONDING AREAS AND AGGREGATE 12'THICK .. <br /> 2:1 50% 8 FT 18 FT 15 FT CATEGORY 2-STRAW 25 FOR ALL SLOPES LESS TNN 5:1 PER MNDOT SPEC.SECTION NNNUY WITH <br /> 3885• GEOEELTIE <br /> 2. INSTALL PER UNDOT SPEC.SECTION 2575 LNDERLAYMENT <br /> ®HEAVY DUTY SILT FENCE EROSION CONTROL BLANKET <br /> NO SCALE �, NO SCALE GRAVEL CONSTRUCTION ENTRANCE COIR LOG <br /> 1 6 NO SCALE NO SCALE <br /> NOTES: <br /> 1)ALL TREE PROTECTION FENCING AND EROSION CONTROL FENCING SHALL BE NSTALLLD FLOTATION SEGMENT <br /> ACCORDING TO THE PIANS PRIOR TO ANY DEMOLITION.AFTER DEMOUTION OR AS NECESSARY. UNIVERSAL CONNECTOR <br /> TREE PROTECTION FENCING MAY BE RELOCATED WITH APPROVAL FROM THE LANDSCAPE FLOTATIONFOLD JOINT FOR STORAGE <br /> ARCHITECT.ALL TREE PROTECTION FENCING AND CROWN CONTROL DUCES SHALL BE SEGMENT TOP TENSION CABLE <br /> MAINTNNED FOR THE DURATION OF THE CONSTRUCTION PERIOD. TOP LOAD UNE <br /> WATER <br /> 2)CONTRACTOR S5A11 NO STORE ANY MATERIALS OR PAR.ANT VEIRCLES N TREE PROTECTION 4. /SURFACE ' �'�� I <br /> ZONES.THE FENCE SHALL PREVENT TRAGIC MOVEMENT AND THE TPLACEMENT Of TEMPORARY <br /> .../ <br /> LIAR Or PROTECTION.FACILITES,EGA/MEAT.STOCKPILES NTD SUPPLIES FROM HARMING VEGETATION WITHIN TIC <br /> L � SHORELINE ANCHORING <br /> 4,-GRATE <br /> 3)THE CONTRACTORARCHITECT.SHALL CLEANLY cur ALL ROOTS EXPOSED BY GRADING AS MELTED R LRT STRAPS <br /> I TFC LANDSCAPE ARCHITECT. III .•••••••••••••••°••••••••••••••••••••••••••••••. ANCHOR <br /> /// 4 THE CONTRACTOR SHALL USC DESIGNATED CONSTRUCTION ENTRANCES AND SATING AREAS. \ ,...;ti..........•: .....:.....: ....:•:;:,}°::•:•:,:•. <br /> ,,‘,/ <br /> `\�/ ) ��. • SHOREIJNE <br /> •I': UISTURBEU <br /> � n <br /> 1 GROUND WORK <br /> CB INSERT LOTH 3 <br /> :•• ::1:�}'tip <br /> DRIRNE };(DEPFH VARIE91 ZONE ' <br /> FILTER CLOTH <br /> C EAR <br /> — � M <br /> WATER <br /> Ni PI $.1Ri DEPTH <br /> OIL ABSORBENT PILLOW <br /> SwVL 1 <br /> 11 <br /> I <br /> IN N ARAE <br /> •I s <br /> BE PLACED E POUCH 0 <br /> SI <br /> ...:....•...•. <br /> N. <br /> M <br /> • TURBIOTIT <br /> OIPLNE THE BOTTOM ATTACH <br /> PILLOW [/ •I Y <br /> V <br /> M <br /> CURTAIN <br /> . / � P• OTETHERLOOP , ::•:•: <br /> 1111 <br /> • 1- / I w <br /> %c. _-� <br /> -DUMPING STRAPS • '•;:•;ti•:::::.}}};::,;:y:........................•.•,.::.• <br /> 1; 1 \ rNo 6 CATCXBASIN BALLAST • t•..:::Y:•,•:::.•:::::V: •....::::::••:Y::.....:.t <br /> IMMISOLE <br /> MORE CHANNEL <br /> / No. �, CHAIN '}::.::•{::;�::;�::; ANCHOR <br /> y ..::::•:: :. ::; ANCHOR <br /> .. N / CHANNEL •_ •• <br /> _ bT ON joallilliiillikliiIM PLAN ViEW <br /> • - <br /> 1.ON ABSORBENT PILLOW SHALL BE REMOVED ANNEAR D REPLACED WHEN SATIAATICN <br /> 2.USE DANDY.BAG II AS MANUFACTURED BY DANDER PRODUCTS NC --Ii n .IRT CONNECT .fly <br /> 4-6 ow 3.AN EOUNALENT CATCHBASIN EROSION CONTROL NSERT METHOD OR PR000CT MAY GROMMETS <br /> • BE USED WITH PRIOR APPROVAL FROM ENGNEER. <br /> ofiaTREE PROTECTION FENCING SCALE F E R N D A L E ROAD <br /> CATCH BASIN INSERT FLOATING SILT CURTAIN RESIDENCE <br /> 1 NO SCALE1. MO SCALE 1011 FERNDALE ROAD W.01050.1111 11711 <br /> WIRE SCREEN WRH OVERFLOW TIM bW@ Flown decd.her.nar:W NI <br /> I/2' SCREEOPENINGS <br /> STONE FILTER <br /> WATER <br /> FILTERED en 051041 eM rents be H C T dud..4.0 We <br /> H <br /> COIR SST KED IN DG TT.G OR HAL .BaeaieIHAAII <br /> RUNOFF WATER .W BALEYOtl iANW and <br /> WITH SEDIMENT MINIM PLACE evNe. 6T dents. core.. .NWam.. <br /> FINISH •• •�• ` <br /> "_•:FL• ='.:MME\V�— an M <br /> GRADE • { �OabH.era v../wNHamndaa <br /> ,�I CCopPNni 20I6 VHU Van Uwe SGAI LICA rills <br /> =Fro 41.711ETEg1 rli 41rftmed <br /> -II=II=11=11=11=11=11=II=II=II IL II <br /> ---- =1 INLET <br /> CASTING <br /> NOTE:IF STONE FILTER <br /> BECOMES CLOGGED WITH I OR 15410NorHN-mp,yedwwe^.HrWd DI <br /> SEDIMENT.REMOVE 1H. 61 en H urea-me.E aWHANm1 II AI <br /> STONE.CLEAN AND my Se l of AW Pdamonal ErNFw ober IH laws <br /> REPLACE. o <br /> Sy Sar.a AWN. <br /> 0 NYLOPLAST INLET PROTECTION '-•-•73.._ <br /> PATRICK SHEER <br /> NO SCALE tense no: AWN <br /> ND'E NOT FOR <br /> CONSTRUCTION <br /> 124.2016 <br /> 02423011 <br /> .0.2017 <br /> Drw10: <br /> SWPPP— DETAILS <br /> Drawn Bl: P.WS <br /> Dee: 0.10011 <br /> Sh'aL C604 <br />