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• W4 II II II II II II SILT FENCE, SEE DETAIL C206 FOR ADDITIONAL INFORMATION. KEEP SILT FENCE IN PLACE UNTIL GRASS IS WELL ESTABLISHED. 0 I M 0 I M 0 I S -0- 3'-0" EROSION CONTROL BLANKET NORTH AMERICAN GREEN S150 6' -0" OR EQUAL. FOR SECURING THE BLANKET USE A STAPLE PATTERN OF 3.5 STAPLES PER SQ. YD. EROSION CONTROL @END SECTION INLETS ►115eii g%11ig l END SECTION _ 3:1 D 50= 12 I I PIPE CULVERT 12 OF RIP -RAP - - 2" WOVEN FLOW GEOTEXTILE LL .-ORIGINAL GROUND PIPE I ` ` N NO OVERFALL CULVERT _ FLOW _ J RIP -RA 1 2` WOVE COMPACTED SOIL GEOTEXTILE 6' -0- MINIMUM CROSS- SECTION D50 =50% OF RIP -RAP EQUALS THE SIZE END SECTION - DISCHARGE - RIPRAP INSTALLATION FLOW SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" MIN - - 7- 12" GROUND SURFACE I J 2' -0" MIN --- -- COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP, 1 5x15 ' MIN OR SIDE SLOPES AS REQUIRED TO CONTAIN WASTE Llull NOTES: I CONCRETE PLACEMENT ON SITE. INSTALLED PRIOR ANY CONCRE 1. CONCRETE WASHOUT AREA SHALL BE R TO 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE OF CONCRETE TRUCKS AND PUMP RIGS. WAS OPERATORS THE LOCATION OF THE CONCRETE ROUT AREA TO 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE, 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL FABRIC = AMOCO 4535 2 "X2" HARDWOOD NONWOVEN POSTS SPACED z COMPACTED 6' O.C. 00 Stop E, SOIL �_ ' EX. SUBGRADEJ - 4' SEDIMENT CONTROL FENCE 300 275 1.400• 1- 225 Lw 200 Z 175 = 150 0 125 w 100 w 75 0 50 n 25 L4 GENERAL STAPLE RECOMMENDATIONS Go B C C D E B A A B B 4:1 3:1 2:1 1:1 LOW MED /HIGH FLOW FLOW CHANNEL CHANNEL SLOPE GRADIENT AND AND NOTES: SHORELINE SHORELINE 1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANi., 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE /� , 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER I ',,G: DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS A: REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANK <:I OVERLAP THE DOWNSTREAM. 5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS Aklk FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURE[k EROSION CONTROL BLANKET STAPLE PATTED- 2 - -5- (5cm- 12.5cm) 5. r 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZI . NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WI -11 DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) vv,, 'fl , WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. rl( BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TREE, AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (: PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL Wi ;. STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL Will 4Fl SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PL. ;. STAPLES /STAKES .IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OP SYSTEM STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO . APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2 " -5" (5cm- 12.5cm) OVER. ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET BEING e, INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKE i 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) W;: APPROXIMATE 3" (7.5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) AP;.; ENTIRE BLANKET WIDTH. NOTE: *IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREAT (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. EROSION CONTROL BLANKET INSTALLATION ON A SLOPE SEE PLAN FOR LIMITS 2' -0" MIN. oQ f ° 2' -0" MIN. �P+ J 2 -O- ANCHOR N TRENCH RIPRAP DETAIL 0.7 STAPLES PER SQ. YD. ANCHOR FABRIC GEOTEXTILE -18" MIN. DEPTH NOTE: SEE PLANS AND SPECIFICATIONS FOR SIZE OF RIPRAP. 1.15 STAPLES PER SQ. YD. u1 O X.x x Lo D v 0 x x x 0.38' 0.38' 1 0.38' 1 0.38' x x x 0.75' x x x 0 C! x 0 x 0 C x 0.75' x x 0.38' 0.75' 0.38' x 1.7 STAPLES PER SQ. YD. 7xx rn x 0 E x x x x 1 0.38' 1 0.38' 0.38' 0.19' x x x 0.75' x x x x 3.4 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD. S 3' MIN. SANDBAG CURB INLET SEDIMENT BARRIER c a• °o. nay ca °II<n a.., a•o PUBLIC ROAD (MIN) °a. °G� r`D• °Da • °i7 < °f9 . °LJ < Gan °O e - °a> e ^ °e'3, n ex �a "v °D • t; °a:�, °ax r. °a. O °a> °Ze.o�A. °a, tea* °O. °a+ °D• \ cL.way. °� =.�tlan.,'o <p`c•� °�. °cs.A °a <� °a.�c " n rn °'¢•o`c 7 ">s,.° -: °A a° a �a :tt n °D•p °a <p °fl.,, °O•p ., "a, new °a<., °o• ° °o.n °a.p °a•� °o <n Sga n °a a �, °II " °O • n D.p °D • p °a,°a a,o °o•n °D.p °D•p 6" (MIN) as n�a4, O 0.19' ° °•4 "" °D. a. 2 " -3" COARSE ° r n 12' (MIN) AGGREGATE \\� GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL 12- (30 cm) 5 S ..... . 15 cm O O / / \/ \ \ \j� \� (15 cm) i 11 �/ \/l // . '�'� Esc' \• -I I . / - 10 m t :.•. �%• �: ::::: �: �: :•;': ::: ::':'•:` ::::':'•::'•::`:`•.'•:::' ?.. 0'0'0::::'•0.:' I � ] .I 12 - _ \ � 0000.. 0000.:. :.:.:. :.:.. 00 00.. :...:.,;.:.:_• .......:..:..... . ,.. :..,. :,.. :0000... :.:.•:.•:: :.,..,....... : :._.. 0000 0 I (Sc 2 5cm) ................... .................... .......... . .......... 00 00... .: :.:..:.:::;.:�::.: :.;;._ : : 0.000 : .......:.:......... :0000. :...: 1 1 1 0000... ........................... ........ 0,000.;.:;., .....� ... .,..,.. ............................ .: 0000 ............................. / 6 \ \ 0:,0:00.::•.: - :•0000.:. 0000. .. ............................... \ \ 0000.. ............................... ............... . :: 0 :::::::::::::00:::::::0::::: / \/\ ,.. ;..,,....:...;.:.::.. 0000 ..•. ...... ............................... \/ 10cm -15cm (15 cm) / \/ :.. \/ ........................ 0:000.. , .•, 0000... ... ................ ... .'.:'�' ::'' ............................. • 0 000 ... ............................... .............. 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIMED, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH WITH 1. FOR EASIER INSTALLATION, LOWER WATER FROM LEVEL A TO LEVEL B BEFORE INSTALLATION. APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND 2. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION OF NOTE: WHEN USING CELL -O -SEED, DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES DOWN. SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 3. BEGIN AT THE TOP OF THE SHORELINE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL STAPLES /STAKES IN Tr APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLE PATTERN. STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET, 4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4 " -6" (10cm -15cm) OVERLAP. USE A DOUBLE 4. ROLL BLANKETS EITHER (A.) DOWN THE SHORELINE FOR LONG BANKS, (TOP TO BOTTOM) OR (B.) HORIZONTALLY ACROSS ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER TO SECURE BLANKETS. THE SHORELINE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES STAPLE %PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. AFTER STAPLING. 5. THE EDGES OF ALL HORIZONTAL AND VERTICAL BLANKET SEAMS MUST BE STAPLED WITH APPROXIMATELY 2 " -5° 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2 " -5" (5cm- 12.5cm) (DEPENDING ON BLANKET TYPE) AND (5cm- 12.5cm) OVERLAP. TO ENSURE PROPER SEAM ALIGNMENT BETWEEN ADJACENT BLANKETS, PLACE THE EDGE OF THE STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED OVERLAPPING u BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED. INSTALLED BLANKET. SECURE ALL OVERLAPS WITH STAPLES SPACED 12" (30cm) APART. NOTE: * SEAM OVERLAP SHOULD BE 7• IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT ,r (9m -12m) SHINGLED ACCORDING TO PREDOMINANT EROSIVE ACTION. INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE 6. THE EDGE OF THE BLANKET AT OR BELOW NORMAL WATER LEVEL MUST BE ANCHORED BY PLACING THE BLANKET IN A 12" WIDTH OF THE CHANNEL. (30cm) DEEP X 6" (15cm) WIDE ANCHOR TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES SPACED 8• THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" (30cm) APPROXIMATELY 12" (30cm) APART IN THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING (STONE OR SOIL APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. MAY BE USED AS BACKFILL.) NOTE: * IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN A 6" (15cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. B C NOTE: CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE. A B C. CHANNEL BOTTOM /SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE C SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 Cm) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. EROSION CONTROL BLANKET INSTALLATION ERO ION CONTROL BLANKET INSTALLATION ALONG A SHORELINE WITHIN A CHANNEL m 0 w Q a w w a I N^��g O it " Cr O � a�6 POD ai O� a O h �y a DATE DESCRIPTION W U y b% Q W D J 0 z 0 U Z O 0 O w w CLIENT NAME: WOLFSON YOUNG CORPORATION MR. RICHARD YOUNG 9510 -1 ROSS LANE INDIANAOPLIS, INDIANA 46268 (317) 876 -2300 (317) 876 -2313 © 2005 DeBoy Land Development Services, Inc. DESIGNED: RCB APPROVED: KJR DRAWN: CLH CHECKED BY: MLD SCALE: NTS DATE: 06 -30 -06 PROJECT NO.: 2006 -0065 CTO OF 12 PRO,ECT :F: \2006 \2008 -0065 - 11505 N. Penn - Wdfean Younq\ENGINEERING \DRAWINGS DWG: C7.0 SITE EROSION CONTROL DETAILS.dwq PLOTTED BY: R.C. BERGER DATE: Mon.° July 03, 2006 4:50:29 PM