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WIRE MESH REINFORCEMENT. <br />DA A;��GHSFABRIC TO MR MESH <br />WWITH <br />H CID RINGS, PER MNDOT <br />SP <br />P TI N 3886 BI. <br />S E <br />EC <br />METAL (OR WOO C DO <br />POST OR STAKE SILT FE CE <br />FABRIC <br />ANC"Ogf <br />DESIGN RECOMMENDATIONS <br />MEN . X <br />WITH TAMr <br />ED <br />1. SET FENCES SHOULD BE INSTALLED ON <br />�FABRICC <br />NATURAL SOIL <br />THE CONTOUR (AS OPPOSED TO UP AND <br />OPENING IN NET <br />DOWN A HILL) AND CONSTRUCTED SO <br />DIRECTION OF <br />61fr <br />THAT FLOW CANNOT BYPASS THE ENDS. <br />RUNOFF FLOW <br />Lo <br />2. ENSURE THAT TH DRAINAGE AREA IS NO <br />-5 <br />GREATER THAN 1/� ACRE PER 100 FT OF <br />STAPLES AT 3' O.0 <br />FENCE. <br />6' <br />3. MAK THE FENCE STABLE FOR THE <br />MIN <br />10 -YEAR PEAK STORM RUNOFF. <br />NA'. SOIL <br />4. WHERE ALL RUNO F IS TO BE STORED <br />NOTE: SILT FENCE SHALL FOLLOW <br />BE IND THE SILT FENCE, ENSURE THAT <br />TH MAXIMUM SLOPE LENGTH BEHIND <br />MNDOT SPEC. SECTION 3886. <br />THE FENCE DOES NOT EXCEED THE <br />FIGURE 1 TYPICAL INSTALLATION FOR SILT FENCE <br />SPECIFICATIONS SHOWN IN TABLE 1. <br />TABLE I M"IMUM SLOPE LENGTH AND SLOPE FOR WHICH SILT FENCE IS APPLICABLE <br />BY CALCULATION <br />BY CALCULATION 8 ACCEPTED <br />DESIGN PRACTICES <br />------- S <br />LOPE <br />PERCENT SILT FENCE STORAGE SILT FENCE STORAGE EOLIALS 2 FT MAKM M SLOPE <br />F - <br />.:V <br />EOUALES 2 FT FOR A FOR A 2 -YEAR EVENT OR 3 FT FOR LENGTH <br />I 00 -YEAR EVENT A 100 -YEAR EVENT <br />ION <br />400 FT <br />900 FT Do <br />io <br />il <br />200 FT <br />450 FT 75 FT <br />(2)HEAVY DUTY SILT FENCE <br />��4� NO SCALE <br />21-11-P <br />1. OIL ABSORBENT PILLOW SHALL BE <br />REMOVED AND REPLACED MEN NEAR <br />SATURATON <br />2. PROVIDE BTRUM AS MANUFACTURED <br />BY DANDY GO NC, <br />3. AN E LIVALENT CURB INLET <br />EROSION CONTROL VETH D OR <br />PRO LOT MAY BE USED WITH <br />APPROVAL FROM ENGINEER. <br />EXTEND MATERIAL <br />ABOUT 40" ON TOP OF <br />THE GROUND AND <br />RANDOM. INSERT <br />STAPLES THROUG THE <br />MA�E <br />PIERIAL ABOUT 20' <br />A ET <br />AT INLET <br />—OIL ABSORBENT PILLOW <br />S GOLD BE PARTIALLY <br />BLOCKING THE CURB HOOD <br />WHEN INSTALLED PROPERLY <br />1) ALL TREE PROTECTION FENCING AND ER SION CONTROL FENCING SHAM BE IN TAMED <br />AC ORDING TO THE PLANS PRIOR TO ANY DEMOLITION. AFTER DEMOUTION OR AS NECESSARY. <br />MEE PROT CTION FENCING MAY BE RELOCATED WITH APPROVAL FROM THE LANDSCAPE <br />ARCHITECT. — TREE PROTEC ION FENCING AND EROSION CONTROL DEVICES SHALL BE <br />MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. <br />2) CONTRACTOR SHAM NOT STORE ANY MATERIALS OR PARK ANY VEHICLES IN TREE PROTECTION <br />ZON S. THE FENCE SHAM PREVENT TRAIEFC MOVEMENT AND THE PLACEMENT OF TEMPORARY <br />FACILITIES, FOUIPMENT. STOCKPILES AND SUPPLIES FROM HARMING VEGETATION WITHIN THE <br />LIMITS OF PROTECTION. <br />3) THE CONTRACTOR SHAM CLEANLY CUT ALL ROOTS EXPOSED BY GRADING AS DIRECTED BY <br />THE ­ANDSCARE ARCHITECT. <br />4) THE CONTRACTOR SHAM USE DESIGNATED CONSTRUCTION ENTRANCES AND STAGING AREAS <br />DRIPUNE <br />4— — <br />TREE PROTECTION FENCING <br />WETUT <br />FINISH - <br />-DE <br />WIRE SCREEN <br />112 OPENINGS <br />R =GGED WTTH <br />SEDIMENT, REMOVE <br />STONE, <br />N— .1 KONE METER <br />­oME <br />CLEAN AND <br />REPLACE. <br />WATER <br />BALES STAKED IN <br />T-1 PEACE <br />INLET <br />CASITING <br />��NYLOPLAST INLET PROTECTION <br />lq�0�4 NO SCALE <br />0 <br />NO SCALE <br />SMAPS <br />_�CB INSERT <br />,�OIL ABSORB NT PILLOW SHALL <br />BE PLACED IN THE POUCH ON <br />TH BOTTOM, ATTACH PILLOW <br />TO TETHER LOOP <br />�—.U.Pl.. STRAPS <br />1. OIL ABSORBE T PILLOW SHALL BE REMOVED AND REPLACED WHEN NEAR SATURATION <br />2 US DANDYID BAG 11 AS MANUFACTURED BY j)A=@-EffiMULja-jftC. <br />3: AN EQUI%%LEN CATC"BASIN EROSION CONTROL INSERT METHOD OR PRODUCT MAY <br />BE USED WITH PRIOR APPROVAL FROM ENGINEER. <br />CATCH BASIN INSERT <br />IQ60�4 NO SCALE <br />SEG.ENT <br />ON <br />=-c. <br />I SKERT (UETTTH <br />'- " ' --H <br />VARIER) <br />IAMAST <br />T <br />10' MIN LENGTH <br />PRE -DRILLED HOLES\ <br />OR -0.5 <br />TUCK THE ENCLOSURE FULAF <br />��E <br />STAKE <br />OPENING IN NET <br />INSIDE TO COMPLETELY <br />OIL -SOE PILLOW <br />OIL <br />O'R LOG 6 <br />C Co' LOG <br />R 6 7 <br />ENCLOSE THE GRATE <br />LALISORBENT <br />SHALL BE WIDER THAN <br />S <br />T THE IN T <br />HE INLET OPENING ON <br />'V <br />EDO VALENT MATERIAL MAY BE <br />MATERIAL MAY BE <br />E .. S' <br />ACH SIDE <br />STAPLES AT 3' O.0 <br />OIL ABSORBEN PILLOW SHALL BE PLACED IN NEC <br />HALL K _ LAIMD_� .1 SILIT RATI I <br />LACE INLET GRATE INTO <br />STAPLES MUST BE <br />INSERTED THROUGH <br />THE POUCH ON THE BOTTOM (BEL -GRADE RAME THROUGH THE <br />OM <br />SIDE) OF THE UNIT. ATTACH PILL . TO TETHER IFTING <br />OVERILAR MATERIAL <br />L DEVICE LOOPS <br />LOOP <br />BASIN CURB BOX INLET <br />2/3 OF LOG <br />0 ED. <br />r3­NCATCH <br />T SVERSE S: <br />'�- �O4 NO SCALE <br />BLANKET MAT MUST <br />OVERLAP AT . '. <br />STAPI. S INSE TE THRO CH <br />BO H FABRICS AT A <br />MAXIMUM SPACING OF 20" <br />APART <br />LONGITUDNAL SEAMS: <br />-D OF SLOPE <br />BLANKET MAT RLLAL MUST SECURE B1­ANXET <br />OVERLAP AT LEAST 6" AND MATERIAL BY INSERTING <br />S LES INSERTED THROUGH STAPLES ABOUT 20" <br />APART THROUGH THE <br />BOTH FABRICS AT A <br />MAXIMUM SPACING OF 40" FABRIC <br />NOTES: APART <br />1 ERD ION CONTROL Bl­ANKET TO BE GATED RY 4 -COCONUT 2S FOR SLOPES REATER THAN <br />2" WASHED COMSE <br />5:1 AND SIDES AND B070M OF ALL DRAINAGE SWALES AND PONDING AREAS AND <br />CATEGO 2 -STRAW 2S FOR ALL SLOPES LESS THAN 5:1 PER MNDOT SPEC. SECTION <br />3BB5. <br />AGGREGATE 12" THICK 1� <br />GMINIMUM WITH <br />EOTEXTIL 0 <br />2. INSTALL PER MNDOT SPEC. SECTION 2575 <br />UNDERI­AYMENT <br />r2---�EROSION CONTROL BLANKET <br />CONSTRUCTION ENTRANCE <br />\C NO SCALE <br />(2:)GRAVEL <br />, �O4 <br />IQ!O�4 NO SCALE <br />1) ALL TREE PROTECTION FENCING AND ER SION CONTROL FENCING SHAM BE IN TAMED <br />AC ORDING TO THE PLANS PRIOR TO ANY DEMOLITION. AFTER DEMOUTION OR AS NECESSARY. <br />MEE PROT CTION FENCING MAY BE RELOCATED WITH APPROVAL FROM THE LANDSCAPE <br />ARCHITECT. — TREE PROTEC ION FENCING AND EROSION CONTROL DEVICES SHALL BE <br />MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD. <br />2) CONTRACTOR SHAM NOT STORE ANY MATERIALS OR PARK ANY VEHICLES IN TREE PROTECTION <br />ZON S. THE FENCE SHAM PREVENT TRAIEFC MOVEMENT AND THE PLACEMENT OF TEMPORARY <br />FACILITIES, FOUIPMENT. STOCKPILES AND SUPPLIES FROM HARMING VEGETATION WITHIN THE <br />LIMITS OF PROTECTION. <br />3) THE CONTRACTOR SHAM CLEANLY CUT ALL ROOTS EXPOSED BY GRADING AS DIRECTED BY <br />THE ­ANDSCARE ARCHITECT. <br />4) THE CONTRACTOR SHAM USE DESIGNATED CONSTRUCTION ENTRANCES AND STAGING AREAS <br />DRIPUNE <br />4— — <br />TREE PROTECTION FENCING <br />WETUT <br />FINISH - <br />-DE <br />WIRE SCREEN <br />112 OPENINGS <br />R =GGED WTTH <br />SEDIMENT, REMOVE <br />STONE, <br />N— .1 KONE METER <br />­oME <br />CLEAN AND <br />REPLACE. <br />WATER <br />BALES STAKED IN <br />T-1 PEACE <br />INLET <br />CASITING <br />��NYLOPLAST INLET PROTECTION <br />lq�0�4 NO SCALE <br />0 <br />NO SCALE <br />SMAPS <br />_�CB INSERT <br />,�OIL ABSORB NT PILLOW SHALL <br />BE PLACED IN THE POUCH ON <br />TH BOTTOM, ATTACH PILLOW <br />TO TETHER LOOP <br />�—.U.Pl.. STRAPS <br />1. OIL ABSORBE T PILLOW SHALL BE REMOVED AND REPLACED WHEN NEAR SATURATION <br />2 US DANDYID BAG 11 AS MANUFACTURED BY j)A=@-EffiMULja-jftC. <br />3: AN EQUI%%LEN CATC"BASIN EROSION CONTROL INSERT METHOD OR PRODUCT MAY <br />BE USED WITH PRIOR APPROVAL FROM ENGINEER. <br />CATCH BASIN INSERT <br />IQ60�4 NO SCALE <br />SEG.ENT <br />ON <br />=-c. <br />I SKERT (UETTTH <br />'- " ' --H <br />VARIER) <br />IAMAST <br />T <br />10' MIN LENGTH <br />PRE -DRILLED HOLES\ <br />OR -0.5 <br />- <br />-.5 <br />��E <br />STAKE <br />OPENING IN NET <br />SOIL <br />O'R LOG 6 <br />C Co' LOG <br />R 6 7 <br />INSTALL SHREDDED HARDWOOD <br />M� H NO OR RE <br />MULCH MNDOT TYPE 6) <br />LC <br />MINIMUM DLET"E �\ <br />'V <br />EDO VALENT MATERIAL MAY BE <br />MATERIAL MAY BE <br />SUBSTITUTED AT THE DISCRETION OF <br />SR AT THE DISCRETION <br />THE ENGINEER. <br />I ER <br />STAKE DRIVEN <br />GG <br />THEO GH LOG <br />1 /3 OF L <br />J/ <br />MESH <br />_j <br />2/3 OF LOG <br />0 ED. <br />r,---�COIR LOG <br />II�0�4 NO SCALE <br />UN—SAL C0NTTSC1DR FOCIT—ON SEGMENT <br />- TOP TENSION CAERE <br />TOP LOAD LINE <br />GROMMETS T <br />FLOATING SILT CURTAIN <br />SHORELINE ANCHORING <br />SHO <br />"NCHO <br />S E <br />Ho ­ <br />ED <br />G <br />/W <br />GRO1TND WORK <br />C.- <br />lE IVA1UR <br />TO UDD, <br />cuETAEN <br />SH- CHANNEH, <br />ANCHOR ANCHOR <br />PLAN VIEW <br />NO SCALE <br />TRAVIS VAN LIERE STUDIO <br />LANDSCAPE ARCHITECTURE <br />211 IST STREET NORTH, SURE 3W <br />MINNEAMUS, MIN 5WI <br />1 612-4 <br />PIERCE PINI <br />ASSOCIATES <br />9298 CENTRAL AVENUE NE, <br />SUITE 312 <br />BLAINE, MN 55434 <br />TEL 763.537.1311 <br />FAX 763.537.1354 <br />FERNDALE ROAD <br />R E S I D E N C E <br />1895 FERNDALE ROAD W, ORONO, IN 56391 <br />d-.. —ni-I h..,, d.dN .11 <br />-1 ­­, ­E�� - �p�..­ th.—E <br />RNP ­� 1�d 1-11 � 10�. d�pl­d <br />AS �y i� <br />0 C�pyng t 2016 T-. U.. —1.. ME. All dIft <br />h -by <br />:�P.­Y.111 Illy--p-1—IdthIll <br />��ly L �d P—i—I E�C­ ­�, ft <br />L. S— . ­­.. <br />PATRICK SVIllUM <br />N—: NOT FOR <br />CONSTRUCTION <br />I.. R. <br />124. <br />0242-2- <br />-g: <br />SWPPP- DETAILS <br />D— 1, P.W s. <br />ov-017 <br />Sh- C604 <br />