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HomeMy WebLinkAbout05020008.7A e , ♦ ♦�� 0 1 2'Q A♦ `y2 _ __ _ - .... - h _ .�� . _ ♦ 3:636 +. , v 31646 R"' p �A4 1 t y 94''� ,, a .. . _..... �. _,....... h�n26 _ _. .,._ .. ._..... _ .,_ ..... �0�' .. .� -� .. ._.__ . _.. .. ♦�2♦ ..... _. . -. .. , _..- ..�� ^y... ♦�v o y ♦• ^ A, '° .. � 'a+��- �m � eA _ _ , -...#. �pSB` »�'' �, ,LNq� ��2�h �>n .,� .. _ -b.. ... .._ ..__1"� ♦ -" ...._ �}'.... .��h ._ .2. _._ _..._. .. .- ,..,...�'0n'.. .., �....z.,1 �P V, ♦q �A A °k '0 2 amm H ♦� .� .,_ tl e 9bp. .. 0�be. ... _.9 _ .. _ $q✓y .yy0�. _ _ .. .^f°pAQ♦ q ¢ ,p2w 0 1; .. . e,._ep %9 k 2 Q`J.o (Br) - BROOKSTON SILTY CLAY LOAM THE BROOKSTON SERIES CONSISTS OF DEEP, NEARLY LEVEL VERY POORLY DRAINED SOILS ON BROAD, GENTLY UNDULATING TILL PLAINS. THESE SOILS FORMED ON LOESS AND THE UNDERLYING CALCAREOUS GLACIAL TILL. THE NATIVE VEGETATION IS WATER - TOLERANT GRASSES AND HARDWOODS. PERMEABILITY IS MODERATE. AVAILABLE WATER CAPACITY IS HIGH ORGANIC - MATTER CONTENT OF THE SURFACE LAYER IS HIGH. ORGANIC MATTER CONTENT OF THE SURFACE OR WITHIN A DEPTH OF 1 FOOT DURING SOME PARTS OF THE YEAR. LIMITATION: BECAUSE OF WETNESS, THEY HAVE SEVERE LIMITATIONS FOR MOST NONFARM USES. AMENDING: IF THE BROOKSTON SOIL WILL BE AMENDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY IN WRITING TO THE A/E FIRM ABOUT HOW HE/ SHE IS GOING TO AMEND THE SOIL BEFORE THE BEGINNING OF CONSTRUCTION. DRIP LINE DRIP LINE PROTECTIVE FENCING SHALL BE SENTRY - SECURA SAFETY FENCING AS MANUFACTURED BY TENAX. PROTECTIVE FENCING TO BE 4' HIGH, HOPE WITH A DIAMOND SHAPED MESH. COLOR TO BE ORANGE. -t EXISTING GRADES WITHIN DRIP LINE TO REMAIN UNCHANGED -------- - TREE PROTECTION DETAIL NTS 0� EROSION CONTROL SCALE: 1" = 30' (CrA) - CROSBY SILTY LOAM THE CROSBY SERIES CONSISTS OF DEEP, NEARLY LEVEL AND GENTLY SLOPIING SOMEWHAT POORLY DRAINED SOILS ON BROAD, GENTLY UNDULATING TILL PLAINS. THESE SOILS FORMED IN LOESS AND AND THE UNDERLYING CALCAREOUS GLACIAL TILL. THE NATIVE VEGETATION IS HARDWOODS. PERMEABILITY IS SLOW. AVAILABLE WATER CAPACITY IS HIGH ORGANIC - MATTER CONTENT OF THE SURFACE LAYER IS LOW. THE SEASONAL HIGH WATER TABLE IS 1 FOOT TO 3 FEET BELOW THE SURFACE DURING SOME PART OF THE YEAR. LIMITATION: BECAUSE OF WETNESS, AND SLOW PERMEABILITY, THEY HAVE SEVERE LIMITATIONS FOR MOST NONFARM USES. AMENDING: IF THE CROSBY SOIL WILL BE AMENDED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY IN WRITING TO THE A/E FIRM ABOUT HOW HE/ SHE IS GOING TO AMEND THE SOIL BEFORE THE BEGINNING OF CONSTRUCTION. EXISTING TREE TO BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. 6' TALL FENCE POST 10' -0" O.C. TYP. SEEDING PREPARATION: 22 APPLY %g, TS TH pH TOFTH 44PPROXIMP' Y1 MSE Y Hkp O T E LEVEL �1pyy NEEDED o I TTTTEERR ZER AND L IG�FATLY WWCE VEGETATIONN G� 0 AND THE SLOPES�ZI IR AS POSSIBLE. OR RAKSE IOPtRA DD ACROSS WORK THE SEEDING: E p �y� E Rp ����p U E �� SEE fTGURE'5- 3,IIoS>INGNBEST SEEDINGSDATESTHE ACRES FIGURE 5 -2 PERMANENT SEED MIXTURE 1 O� 14 v 4, o A' 40 ,.8 0" C3 J C O� pJ o SPECIES LEVEL AND SLOPING, OPEN AREAS 1.TALL FESCUE 35 .8 5.5 -8.3 2 1 2 2.TALL FESCUE 25 .6 5.5 -8.3 1 RED CLOVER ** 3 CREEEPING RED EF 1S�CUE 15 .4 5.5 -7.5 2 1 STEEP BANKS AND CUTS 4.TALL FESCUE 15 .4 5.8 -7.5 2 1 2 KENTUCKY BLUEGRASS 25 .6 5.TALL FESCUE 35 8 5.5 -8.3 2 1 EMERALD CROWNVETCH ** 10 25 LAWNS AND HIGH MAINTENANCE AREAS 6.KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 2 1 CREEPING RED FUSCUE 40 .9 7.PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 1 RED CLOVER ** STALL FESCUE 170 4.0 5.5 -8.3 2 1 2 RRED '* IN6CUL4TEE SPECIFIC INOCULANTS PERMANENT SURFACE STABILIZATION os NTS C302 PLAN 0' 15' 30' 60' SCALE: 1 ° = 30' FLOW COMPACTED SUBSOIL- 2X2 WOOD STAKE STRAW BALE GRATE NORTH STORM INLET STRUCTURE NOTE: STRAW BALES TO BE STAKED -2 STAKES PER BALE MIN. -4 BALES PER STRUCTURE BOUND W /WIRE SECTION A PLAN MAINTENANCE INSTRUCTIONS: 1. INSPECT THE FABRIC BARRIER AFTER STORM EVENTS, AND MAKE NEEDED REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT FROM THE POOL AREA TO PROVIDE STORAGE FOR THE NEXT STORM. AVOID DAMAGING OR UNDERCUTTING THE FABRIC DURING SEDIMENT REMOVAL. 3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCITON MATERIAL AND SEDIMENT, GRADE THE AREA TO THE ELEVATION OF THE TOP OF THE INLET, THEN STABILIZE. STRAW BALE INLET PROTECTION o5 NTS C302 TEMPORARY SEEDING DATES: D Nun aWn WHEAT 0 installation and Maintenance Guidelines firstallaton: PAMOM the grate from catch OATS op" oil absorbents; place atmabe 1 pilaw in unit. Stand the gro a anend.I Move the lifting straps out of the ray and place the Wale Into the Dandy Bag ®II so that the Tate is below the tap straps ANNUAL and above the lower straps. Wmg the Ming devices, mmt the grate into the inlet MULCHINI Maintenance Remove all accumulated sednla, and debris from vicinity of unit after each storm evert. After each storm evert and at regular intervals, look into the Dandy Bog OIL I the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, III the unit out of the inlet using the rdting drape and remove the grate. I mirq optical OR abembents; replace absorbent when now sahrcation. NON -IRR AG'II IRRIGATE[ DORMAT DANDY BAG II INLET PROTECTION rc,4 C302 INSTALLATION SEQUENCE 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE, SILT FENCE. 2. STRIP TOPSOIL AND REMOVE FROM SITE. 3. ROUGH GRADE SITE. 4. TEMPORARY SEEDING. 5. INSTALL UTILITIES AND STORM SEWERS. 6. INSTALL INLET PROTECTION. 7. BUILDING CONSTRUCTION. 8. FINAL GRADING AND PAVING. 9. INSTALL EROSION CONTROL BLANKETS. 10. PERMANENT SEEDING AND SODDING PER SHEET C401. 11. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER EXPOSED SOIL IS STABILIZED BY PERMANENT SEEDING. LEGEND - PROPOSED 'ROPOSED STORM SEWER CONSTRUCTION LIMITS SILT FENCE, SEE DETAIL 01/C302 EROSION CONTROL BLANKET (NORTH AMERICAN GREEN S075 OR APPROVED EQUAL, SEE DETAIL 02/C302 EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL VEGETATION AS MUCH AS POSSIBLE. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THAT MAY HAVE OCCURRED. 5. FINAL OR TEMPORARY SEEDING MUST BE COMPLETED IMMEDIATELY AS AREAS BECOME FINISH GRADED AND AS SHOWN ON THE PLANTING AND GRADING /DRAINAGE PLAN. 6. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATEC ON PLANS. IF LOCAL ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. 7. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND PROMPTLY. 8. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A WOOD CELLULOSE FIBER MULCH (HYDROMULCH) AND APPROVED TACKIFIER. ALL METHODS MUST MEET ALL CITY AND STATE REQUIREMENTS. 9. NO 100 -YEAR FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS EXIST ON THE SITE. 10. IT IS NOT ANTICIPATED THAT STORM WATER WILL ENTER GROUND WATER ON THE SITE. 11. IF A SITE IS GOING TO BE UNDISTURBED FOR 15 DAYS OR MORE THEN TEMPORARY SEED WILL NEED TO BE INSTALLED. IF AT ANYTIME THE SEEDING CANNOT BE ESTABLISHED. THEN A MULCH OR SOME OTHER APPROVED GROUND STABILIZER WILL HAVE TO BE INSTALLED, PER APPROVAL OF THE STORM WATER CONSERVATION DEPARTMENT. 12. THE CONTRACTOR MUST ADHERE TO THE NEW RULE 5 REQUIREMENTS. THE ATTACHED CONSTRUCTION WATER POLLUTION PREVENTION PLAN IS A GUIDE FOR THE CONTRACTOR TO FOLLOW. THE PREVENTION POLLUTANT MEASURES LISTEI) IN THE ATTACHMENT ARE JUST SOME MEASURE THAT CAN BE USED TO LESS THE EFFECTS OF POLLUTANTS THAT GET IN THE STORM SEWER SYSTEM. VIA CONSTRUCTION SITE. 13. THE CONTRACTOR SHALL HAVE THE TRASH PICKED UP ON A DAILY ROUTINE DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL PUT DOWN MULCH WHEN THE SEEDING CAN NOT BE APPLIED. MULCHING CAN BE PUT DOWN IN TWO WAYS. ONE WAY IS WITH NETTING. i HF SECOND WAY IS CRIMPING. 15. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA ROUGHLY 1OX10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL IN A APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA. 16. THE FUELING AND TOP OFF OF VECHILES AND EQUIPMENT SHALL BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT IS SPILL IS COLLECTED AND DISPOSAL OF IN A APPOPRIATE MANNER ACCORDING THE STATE LAWS THAT GOVERN INDIANA. EROSION CONTROL ING AREA ® TEMPORARY SE�DING INSTALLATION /REMOVAL SEQUENCE SEE DETAIL 03 C302 AS REQUIRED PERMANENT SE DING SEE DETAIL 06%FC302 SILT FENCE FABRIC DROP I LET PROTECTION, SEE DETAIL 04%C302 SB SEED DETAIL105/C300TECTlON, PRIOR TO CLEARING & EARTHWORK TREE PROTECTION FENCING TP TREE PROTECTION EROSION CONTROL NOTES: 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM TO THE STANDARDS, SPECIFICATIONS AND PROCEDURES OF THE CITY, COUNTY, OR OTHER GOVERNING AGENCIES, WHICHEVER HAS JURISDICTION. 2. SOIL EROSION CONTROL DEVICES AND PRACTICES WILL BE ESTABLISHED IMMEDIATELY BEFORE ANY CLEANING, GRADING, EXCAVATING, FILLING OR OTHERWISE DISTURBING OF NATURAL TERRAIN. THE CONTRACTOR SHALL PRESERVE THE NATURAL VEGETATION AS MUCH AS POSSIBLE. 3. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL REMAIN IN PLACE DURING THE ENTIRE CONSTRUCTION PHASE. ONLY THOSE CONTROLS AND DEVICES THAT ARE TEMPORARY IN NATURE SHALL BE REMOVED OR MODIFIED TO ALLOW PROGRESS OF CONSTRUCTION. DAILY INSPECTIONS MUST BE MADE BY THE CONTRACTOR FOR EFFECTIVENESS OF THE EROSION AND SEDIMENT CONTROL DEVICES. NECESSARY REPAIRS OR REPLACEMENT MUST BE MADE WITHOUT DELAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE, MAINTENANCE REPAIR AND RECONSTRUCTION OF ALL DEVICES, CONTROLS AND ERODED AREAS. IF THE CONTRACT IS GIVEN TO THE EXCAVATING CONTRACTOR OR A SUBCONTRACTOR AND THEY FAIL TO CARE, AND REPAIR ALL DAMAGE TO THE EROSION CONTROL DEVICES, THEN THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THIS WORK AND ANY DAMAGE THAT MAY HAVE OCCURRED. 5. FINAL OR TEMPORARY SEEDING MUST BE COMPLETED IMMEDIATELY AS AREAS BECOME FINISH GRADED AND AS SHOWN ON THE PLANTING AND GRADING /DRAINAGE PLAN. 6. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATEC ON PLANS. IF LOCAL ORDINANCE DICTATE ALTERNATE EROSION CONTROL DEVICES AND DETAILS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES. 7. ALL MUD, DIRT OR GRAVEL SPILLED, TRACKED OR DUMPED ON PUBLIC OR PRIVATE STREETS, ROADS, DRIVEWAYS OR SIDEWALKS, THE CONTRACTOR MUST REMOVE QUICKLY AND PROMPTLY. 8. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH A WOOD CELLULOSE FIBER MULCH (HYDROMULCH) AND APPROVED TACKIFIER. ALL METHODS MUST MEET ALL CITY AND STATE REQUIREMENTS. 9. NO 100 -YEAR FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS EXIST ON THE SITE. 10. IT IS NOT ANTICIPATED THAT STORM WATER WILL ENTER GROUND WATER ON THE SITE. 11. IF A SITE IS GOING TO BE UNDISTURBED FOR 15 DAYS OR MORE THEN TEMPORARY SEED WILL NEED TO BE INSTALLED. IF AT ANYTIME THE SEEDING CANNOT BE ESTABLISHED. THEN A MULCH OR SOME OTHER APPROVED GROUND STABILIZER WILL HAVE TO BE INSTALLED, PER APPROVAL OF THE STORM WATER CONSERVATION DEPARTMENT. 12. THE CONTRACTOR MUST ADHERE TO THE NEW RULE 5 REQUIREMENTS. THE ATTACHED CONSTRUCTION WATER POLLUTION PREVENTION PLAN IS A GUIDE FOR THE CONTRACTOR TO FOLLOW. THE PREVENTION POLLUTANT MEASURES LISTEI) IN THE ATTACHMENT ARE JUST SOME MEASURE THAT CAN BE USED TO LESS THE EFFECTS OF POLLUTANTS THAT GET IN THE STORM SEWER SYSTEM. VIA CONSTRUCTION SITE. 13. THE CONTRACTOR SHALL HAVE THE TRASH PICKED UP ON A DAILY ROUTINE DURING CONSTRUCTION. 14. THE CONTRACTOR SHALL PUT DOWN MULCH WHEN THE SEEDING CAN NOT BE APPLIED. MULCHING CAN BE PUT DOWN IN TWO WAYS. ONE WAY IS WITH NETTING. i HF SECOND WAY IS CRIMPING. 15. THE CONTRACTOR SHALL PROVIDE A CONCRETE WASH -OUT AREA ROUGHLY 1OX10 OR 15 X15 AND 2 FEET DEEP. THE CONTRACTOR SHALL DISPOSAL OF THE CONCRETE WASHOUT MATERIAL IN A APPOPRIATE MANNER ACCORDING STATE LAWS THAT GOVERN INDIANA. 16. THE FUELING AND TOP OFF OF VECHILES AND EQUIPMENT SHALL BE DONE IN A DESIGNATED AREA WHERE THE FUEL THAT IS SPILL IS COLLECTED AND DISPOSAL OF IN A APPOPRIATE MANNER ACCORDING THE STATE LAWS THAT GOVERN INDIANA. EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE EROSION CONTROL MEASURE INSPECTION AND MAINTENANCE INSTALLATION /REMOVAL SEQUENCE STONE ENTRANCE AS REQUIRED PRIOR TO CLEARING & EARTHWORK SILT FENCE WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK TREE PROTECTION FENCING WEEKLY OR AS NEEDED PRIOR TO CLEARING & EARTHWORK EXISTING INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED PRIOR TO CLEARING & EARTHWORK RIPRAP DAM SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING STRAW BALE INLET SEDIMENT FILTER WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING STONE FILTER INLET PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER PAVING TOPSOIL STOCKPILE TEMPORARY SEEDING WATER AS NEEDED AFTER TOPSOIL STRIPPING & STOCKPILE RIPRAP OUTFALL PROTECTION WEEKLY OR AFTER STORM EVENTS AS NEEDED AFTER ROUGH GRADING EROSION CONTROL MATTING WATER AS NEEDED AFTER FINISH GRADING AND PERMANENT SEEDING TEMPORARY SEEDING WATER AS NEEDED AFTER FINISH GRADING PERMANENT SEEDING WATER AND MULCH AS NEEDED AFTER FINISH GRADING. REMOVAL OF RIPRAP DAMS VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF STRAW BALE INLET PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF TREE PROTECTION VERIFY THIS IS NO LONGER REQUIRED AFTER ADJACENT AREAS ARE PERMANENT SEEDED. REMOVAL OF STONE FILTER INLET PROTECTION. VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM LOTS ARE STABILIZED REMOVAL OF SILT FENCE VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED REMOVAL OF TEMPORARY CMP SEDIMENT RISER VERIFY THIS IS NO LONGER REQUIRED 1AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH. s LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. *' INCREASE SEEDING APPLICATION BY 50 %. FIGURE 5 -3 TEMPORARY SEEDING: KIND OF SEED 1000 SQ.FT. ACRE REMARKS WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1" TO 1 -1/2" DEEP SPRING OATS 2.3 LBS. 3 BU. COVER SEED TO 1 DEEP ANNUAL RYEGRASS 1 LB. 40 LBS. COVER SEED TO 1/4- DEEP MULCH 1.5 -2 TON ACRES * NOT NECESSARY WHERE MULCH IS APPLIED. TEMPORARY SURFACE STABILIZATION 03 NTS C302 MED /HIGH C �x�3, x; 3,_D• Ix V EL INE 1 1/2' 1 1/2' LOW FLO CHANNEL A B w x x x 1:1 r STAPLE PER 1? STAPLES PER SO. 'N. SO. YD. 2:1 a 0 3:1 N X-1 x a x xs x x +I 20 "I- x� x x x X 4 :1 3'- . t x x < X x x x C D x x x x SLOPE LENGTH 2SSTAPI,�ES PER 35Q STAPLES PER o� 00 �o t 911° 7a xl J3% Sp% 1e� AS la 20% 5' 10% 15% n 5% EROSION CONTROL BLANKET MAINTENANCE INSTRUCTIONS: 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. EROSION CONTROL BLANKET STAPLE PATTERN o2 NTS C302 DOWN St MAINTENANCE INSTRUCTIONS: 1 1 /2-X 1 1/2-X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC (4.5 OZ/S.0 YARD) MAINTAIN BY REMOVING ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 2 "X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHAPPENED &SPACED 5' -0' O.C. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DUMNG CLEAN OUT. 5. AFTER THE CONTRIBUTING AREA WAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE SILT FENCE DETAIL o1 NTS 0302 Pedcor Design Group Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) © Copyright 2004 Civil Engineer: PEpI D C 0 R DEVELOPMENT CO. Scope Drawiingpes: These draWnC inicate the general ad once Dt the Taterms d g, the maiorr anTi�chual efementsa rid Ule typoef of structural, mechanical, and electrical systems. The drawinggss do not necessarily Indicate or describe all work require for full_perfomwnce and completion of the requirements of the Contract. On the basis of the ggeeneral scope inicated or described, the trade contractors s�Ual1 fumfsh all items required for the proper execution and completion of the work. Project: Carmel City Center Parcel ## 3rd Avenue Southwest Carmel, Indiana Phase 3 Building 4 EROSION CONTROL PLAN Drawing Title: Revisions: Issue Date Drawn By Checked By 01/31/2005 KR5 RRO Certified By: Project Number: 24380 Sheet Number: C400 D C C B C B C B A B --T A C D x x x x SLOPE LENGTH 2SSTAPI,�ES PER 35Q STAPLES PER o� 00 �o t 911° 7a xl J3% Sp% 1e� AS la 20% 5' 10% 15% n 5% EROSION CONTROL BLANKET MAINTENANCE INSTRUCTIONS: 1. DURING VEGETATIVE ESTABLISHMENT, INSPECT AFTER STORM EVENTS FOR ANY EROSION BELOW THE BLANKET. 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. EROSION CONTROL BLANKET STAPLE PATTERN o2 NTS C302 DOWN St MAINTENANCE INSTRUCTIONS: 1 1 /2-X 1 1/2-X 24" LONG WOOD LATH TO SECURE TO STAKES 36" WIDE NON -WOVEN POLYPROPYLENE GEOTEX FABRIC (4.5 OZ/S.0 YARD) MAINTAIN BY REMOVING ACCUMULATED SILT CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED MATERIAL & COMPACT 2 "X 2"X 36" LONG HARDWOOD STAKES W/ ONE END SHAPPENED &SPACED 5' -0' O.C. 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DUMNG CLEAN OUT. 5. AFTER THE CONTRIBUTING AREA WAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE SILT FENCE DETAIL o1 NTS 0302 Pedcor Design Group Architecture / Project Managment: 335 Ridgepoint Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) © Copyright 2004 Civil Engineer: PEpI D C 0 R DEVELOPMENT CO. Scope Drawiingpes: These draWnC inicate the general ad once Dt the Taterms d g, the maiorr anTi�chual efementsa rid Ule typoef of structural, mechanical, and electrical systems. The drawinggss do not necessarily Indicate or describe all work require for full_perfomwnce and completion of the requirements of the Contract. On the basis of the ggeeneral scope inicated or described, the trade contractors s�Ual1 fumfsh all items required for the proper execution and completion of the work. Project: Carmel City Center Parcel ## 3rd Avenue Southwest Carmel, Indiana Phase 3 Building 4 EROSION CONTROL PLAN Drawing Title: Revisions: Issue Date Drawn By Checked By 01/31/2005 KR5 RRO Certified By: Project Number: 24380 Sheet Number: C400