Loading...
HomeMy WebLinkAbout06050007.8W D Z 3' MIN. FROM F OF CURB TO BACK Of WALL J 4 SILT FENCE, SEE DETAIL C206 J J FOR ADDITIONAL INFORMATION. I 1 KEEP SILT FENCE IN PLACE C j J j j UNTIL GRASS IS WELL ESTABLISHED. FABRIC =AMOCO 4535 D NONWOVEN B COMPACTED - o �� SOIL B ��f b EX. SUBGRADE �• 2 "X2" HARDWOOD POSTS SPACED 6' O.C. 2 m 2i in SIDEWALK . - GAP METWEEN NAGS ACTS AS A WILLWAY PAVEMENT SANDBAGS OVERLAP ONTO THE CLMiB EROSION CONTROL BLANKET NORTH AMERICAN GREEN S150 OR EQUAL. FOR SECURING THE BLANKET USE A STAPLE PATTERN OF 3.5 STAPLES PER SQ. YD. EROSION CONTROL @END SECTION INLETS SEDIMENT CONTROL FENCE SANDBAG CURB INLET SEDIMENT BARRIER 8' -0" MINIMUM GENERAL STAPLE RECOMMENDATIONS 300 PIS 275 250 �-w END SECTION 250 225 r' PIPE` FLOW uJ 200 D 50= 12 I I CULVERT Z 175 3 X DIA. (MINIMUM) 12' OF RIP -RAP 150 r 2" woWrl x°11! -- c� 125 DEOTTxn� - w 100 END VIEW PLAN VIEW w 75 0 50 in 25 B C C C D E B A A B B o d rn x x \ o n x ' x x \ 0.75' 0.38' 0.75' 0.38' x 0.75' A x B x x \ 0.75' 0.38' 0.75' 0.38' \ IN PUBLIC ROAD 50' (MIN) x x x \ ` 0.7 STAPLES PER SQ. YD. 1.15 STAPLES PER SO. YD. 1.7 STAPLES PER SO. YD. o \ \ 4:1 3:1 2:1 1:1 LOW MED/HIGH AFAEL ` FLOW FLOW It o CHANNEL CHANNEL d ` _ _ _ ORIGINAL GROUND SLOPE GRADIENT AND AND x x x x x x N SHORELINE SHORELINE C PIPE I NO OVEJFMl NOTES: D C CULVQiT 1. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION BLANKETS. �� � � O - 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. x x x x x x x _J 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS o.3a' o -3s' o.3a' 6" () 0.38' 0.38' 0.36' 0.38' RIP -R I DIRECTED ONTO BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. I 1 1 2"-3' 0.19' 0.19' 12' (MIN) COMPACTED SOL 4. CHANNEL LININGS REQUIRE A 2' (MIN.) OVERLAP AT LONGITUDINAL JOINTS AND SIDE SLOPES x x x x x x AGGR EGATE COARSE 0E07MLE V -0" MINIMUM REQUIRE A 6" (MIN.) OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL 0.75' AGGREGATE CROSS - SECTION OVERLAP THE DOWNSTREAM. GEOTEXTILE FABRIC TO STABILIZE D50 =50% OF RIP -RAP EQUALS 5. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED x x x Z x x x x FOUNDATION (ESPECIALLY IMPORTANT THE SIZE FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT MANUFACTURER. WERE WETNESS IS ANTICIPATED) END SECTION- DISCHARGE - RIPRAP INSTALLATION EROSION CONTROL BLANKET STAPLE PATTERN 3,4 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD. TEMPORARY CONSTRUCTION ENTRANCE DETAIL 12„ (3o cm) SIGN TO INDICATE THE LOCATION OF 12" € THE CONCRETE (3D cm) 2 " -5' l WASHOUT AREA N 5cm- 12.Scm) -� PERIMETER " 2 " -5' /A /A A \/ (15 am) j / / / `� L. �/ 15 em BERM AROUND 12' 12 MIN (5cm- 12.5cm) 12' Av jA A \ \ \ A \ ® (30 cm) B (15 cm O O •; / •/ GROUND SURFACE . /\ /\ \ \ \/ \/ (158cm) / ` LEVEL A. © ,\ \i O TED EMBANKMENT ~ '- ' � \ \ \\ ,•-� / / \ //\ j \ \j\ \ / / / 1 � _ - _ COMPACTED 3:1 OR FLATTER \ _� r 10 e � m TYP. 11 =RIME OR MA IN 15 'x15' M SLOPES SIDE 2 TO 15 cm AIRED AS RE •� •f� ' Q CONTAIN WAS CONCRETE 12 ( 30 em \ \ 2' 5' 7.5cm i / 1 NOTES: TES: .................... ..... ................ •: •:.••: •: •: •� • > �� :: •: •. •: •: :�.:• 5m 12.5cm 1. CONCRETE WASHOUT AREA SHA LL B E INSTALLED PRIOR CONCRETE ON SITE. / 6 ........................... :..:..:................... ............................ ARY AS NE '� T ARE AND ELSEWHERE i'� E WASHOUT A, AT THE TRACTION ENTRANCE, AT 1H 5 6 2. SIGNS SHALL B E PLACED E CONS LIMP RIGS. ...................... .......................... •;: ;; ; S AND P ......................... ... ............................... ;:�:;;:�;;:�:::.;:�:: RS OF CONCRETE TRUCK ........ ............................... ... ............................... .; .; .:.:.:.:... TO OPERATORS .............. .. CATION OF CONCRETE UT AREA LEVEL B. CLEARLY INDICATE THE LO THE ....... ... ............................... . • :::: .. ............................... .... .... ............................... . .......... :> �1 AND ENLARGED 0 R CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY AREA PAIRED •��•�••.•�.•.. 3. THE CONCRETE WASHOUT AR SHALL BE RE ............................. .... ............................... •:.:..�.�:.. TE. CRE 1 D CON t m som FOR WASTE oe / A; i AN APPROVED •::.�:::•::::::•::::::::• :•:::::::• :• :•::.� cm THE SITE AND DISPOSED OF AT ........... ............................... •::•:. �:. �::::::::: ::::•:::•::::::.�:.�. ............. TRACTION L CONCRETE SHALL BE REMOVED FROM ,... •,• • ::�• :•:�•;.' :•:• ':;:•'r;�:• `. 4. AT THE END OF CONS ALL ...................... ...............................WA SEE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWSE� T3 STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. /f f A 1. PREPARE 501E BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE CONCRETE WASHOUT DETAIL 2. BE 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6' (15cm) DEEP X 6' (15cm) WIDE TRENCH WITH 1. PREPARE 501E BEFORE INSTALLING BLANKETS, INCLUDING Y NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 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 AN NOTE: WHEN USING CELL -O -SEED DO NOT SEED PREPARED AREA. CELL -O -SEED MUST OF INSTALLED WITH PAPER DE WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND DOWN. 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 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6' (15cm) WIDE TRENCH DOWN. SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE 2" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL 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 APPROPRIATE BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 1 AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED 2 COMPACTED SOIL AND FOLD REMAINING 12" CH. B 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 PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF BLANKET WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12' (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL STAPLES /STAKES IN ,r APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT STAPLES /STAKES SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. 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. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE 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 SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER 1-0 SECURE BLANKETS STAPLES /STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT 4. ROLL BLANKETS EITHER (A.) DOWN THE SHORELINE FOR LONG BANKS, (TOP T BOTTOM OR (B.) HORIZONTALLY ACROSS SYSTEM , STAPLES /STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE THE SHORELINE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOI L SURFACE. ALL BLANKETS MUST 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 D SHOWN IN THE THROUGH EACH OF APPROPRIATE STAPLE PATTERN. BE SECURELY FASTENED TO WHEN SURFACE BY PLACING STAPLES /STAKES IN APPROPRIATE LOCATIONS APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2 " -5" (5cm- 12.5cm) OVERLAP DEPENDING THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET 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 BEING .INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. THE EDGES OF ALL HORIZONTAL AND VERTICAL BLANKET SEAMS MUST BE STAPLED WITH APPROXIMATELY 2 " -5" STAPLED. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE BLANKET BEING OVERLAPPED. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN OVERLAPPING . BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY APPROXIMATE 3" (7. 5cm) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30cm) APART ACROSS INSTALLED BLANKET. SECURE ALL OVERLAPS WITH STAPLES SPACED 12" (3bcm) APART. NOTE: * SEAM OVERLAP SHOULD BE 7• IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT n (9m -12m) ENTIRE BLANKET WIDTH. NOTE: 'IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" SHINGLED ACCORDING TO PREDOMINANT EROSIVE ACTION. INTERVALS. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE (15cm) MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. WIDTH OF THE CHANNEL. 6. THE EDGE OF THE BLANKET AT OR BELOW NORMAL WATER LEVEL MUST BE ANCHORED BY PLACING THE BLANKET IN A 12" (30cm) DEEP X 6" (15cm) WIDE ANCHOR TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES /STAKES SPACED 6, 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 5" (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. 7 B C NOTE: CRITICAL POINTS `HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF NECESSARY TO ALLOW STAPLES TO SECURE THE A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE, B. PROJECTED WATER LINE A g 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 EROSION CONTROL BLANKET INSTALLATION ERO ION CONTROL_ BLANKET INSTALLATION ON A SLOPE ALONG A SHORELINE WITHIN A CHANNEL m 0 w a Cl- uj Cr M i i i \� w DATE DESCRIPTION CLIENT NAME MARK SWANSON ASSOCIATES INC 10610 NORTH PARK AVENUE INDIANAPOLIS, IN 46280-1020 '1 -844 131E 0 2005 DeBoy Land Development Services, Inc DESIGNED: MLU APPROVED KJR DRAWN. RCB CHECKED BY MILD SCALE NTS DATE.3 -15 -06 PROJECT NO.. 2006 -0025 C7.0 of 10_ PRO.ECT: F: \?00/ \200/ -DD75 - LubaWah of Indiana - Mek Swan.en k A�\ENGINEERWG\DRAMMOs DT& C7.0 !lE ENRI" CONTROL OETAILS.dwq PLOTTED SW. R.C. WF710E1i DATE 11hundar Muy 11, 2000 9:25:44 AM 5-11 -CA 2LjMTTAL V J z Q F_ 7 Q Q U W Lu o CE z CO O f V z Q > 0 J C0 V W 0 w z w W z LLJ C/) CLIENT NAME MARK SWANSON ASSOCIATES INC 10610 NORTH PARK AVENUE INDIANAPOLIS, IN 46280-1020 '1 -844 131E 0 2005 DeBoy Land Development Services, Inc DESIGNED: MLU APPROVED KJR DRAWN. RCB CHECKED BY MILD SCALE NTS DATE.3 -15 -06 PROJECT NO.. 2006 -0025 C7.0 of 10_ PRO.ECT: F: \?00/ \200/ -DD75 - LubaWah of Indiana - Mek Swan.en k A�\ENGINEERWG\DRAMMOs DT& C7.0 !lE ENRI" CONTROL OETAILS.dwq PLOTTED SW. R.C. WF710E1i DATE 11hundar Muy 11, 2000 9:25:44 AM