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Home My WebLink About00-36 ADLS Fidelity Keystone Office Park Construction Plans - Erosion Control Plan - C105EROSION CONTROL SEQUENCING MAINTENANCE SCHEDULE x� INSPECTION AND MAINTENANCE INSTALLATION/REMOVAL SEQUENCE X a ri CSOArchitects Engineers &Interiors 9100 Keystone Crossing Suite 200 Indianapolis, Indiana 46240 317.848.7800 FAX 317.574.0957 Arditecfire Land Historic Architecture LLandscaped+Neeve Space Planning °Copyright 1995 SILT FENCE SWF. r". Drawings „,.a w sr i w a ri m. w" as a WEEKLY OR AFTER STORM EVENTS AS NEEDED Revisions RIPRAP DAM SEDIMENT FILTER Date 01/19/00 Drawn By ACH Checked By DBH !WEEKLY OR AFTER STORM EVENTS AS NEEDED Z Q J a tJ 0 et Z O Z O D W �I� C 0 CC W Z J _J W Q U 4 PH W 0 MI MI O Mi z rA fli ;\v/; Yv ��Yi F RIPRAP OUTFALL PROTECTION W c==1 EROSION CONTROL MATTING -r W 0 G1 TEMPORARY SEEDING Celled By 0 Certified By Vi ----"J S. HU !4 N b 910023 kSTATE Cf O i�e./� 3 4 VERIFY THIS IS NO LONGER REQUIRED Sheet No. aL 0105 6 of 10 Sheets Fib No. 99427 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 1 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 TOPSIL 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 j 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. I 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 STABIUZED REMOVAL OF TEMPORARY CMP SEDIMENT RISER i VERIFY THIS IS NO LONGER REQUIRED AFTER UPSTREAM DRAINAGE AREAS ARE STABILIZED P41 II 0 FUTURE I pi e OFFICE BUILDING II4 Fe4 S� O I I r t 0 4 I j et ee k I C I ft 4 r CIO F S 410 t i e P 17 I I I I rt I T i Q Cv t +jaafartrar s i�a&14►`l�I,�' 0 iw;s AAA g tifr padd �1 '��a�- -a�l�- w il y ai�� .��••l l �•�ry��•�'I��•PI i j•�' B OI �1, 4 �a► �4a�ly�o��. ��P�- a�l�- ��lY'��OYI't'0�� Ii��• OI�i�• a' I�i�• O l�ij• PQij• PI t s I I l��o�� 1 i"4 ,I $I N I��.QI a ��.4:IBS.��a! QI... a! I.._ a! Iw.- a!Ia�s!Iw�a!4fw��P_Iww�!Iw��!Iw 03 w.�!Iw p a 4§2.0 an asas act es MEME aw w..e! !I OI OII OII�OI�► b SS y► �II Tapara erne wawa IlAr .-a► a Mirai►.erara��e►�o�w-a Ibfl raTha.`�.0 Wal a v ®O �nsIlra�nrallir �aa�A. -sl. La�IAra a n a sar.S °n arnah L h to W 0 I f 1! \■ii��> t► 0 III s41 4 1 I 00' 1 o t 4 �4 4 i 1 R:e;.]/Sta .rfldaSAlla{ •a:eswrlwlives. JHI een -a telrot 't 0 15 30 60 120 R EROSION CONTROL PLAN SCALAT ■S0' INSTALLATION SEQUENCE 1. INSTALL SOIL EROSION FENCES, STONE ENTRANCES, TREE PROTECTION, AND EXISTING INLET PROTECTION. 2. SITE GRADING AND TERPPORARY SEEDING 3. INSTALL UNDERGROUND UTILITIES AND INLET PROTECTION DEVICES 4. PARM"ING LOT CONSTRUCTION 5. FINAL GRADING, TOPSOIL AND PERMANENT SEEDING 6. REMOVE TEMPORARY SOIL EROSION MEASURES TEMPORARY SEEDING MARCH 1 TO MAY 15: OATS 0 3 BUSHELS /ACRE APQIL TO AJGUST 30 ANNUAL RYEGRASS 0 2 BUSHELS /ACRE JW 20 T) r CTOBER 15: WHEAT 0 2 BUSHELS /ACRE PR! JIDE k RIGATION FOR TEMPORARY SEEDING FROM JUNE 1 THe` 1 AUC ST 1. EXISTING FOUR -STORY OFFICE BUILDING CARMEL DRIVE 1 NTS NOTE: 1 1= II I -1 I =i =i 1 -1I II S -75 EROSION CONTROL BLANKET AS MANUFACTURED BY NORTH AMERICAN GREEN OR EQUAL, UNLESS NOTED. EROSION CONTROL MATTING DETAIL FOR TYPICAL SWALE 01 C104 DOWN SLOPE SILT FENCE DETAIL 02 C104 NTS TEMPORARY GRAVEL CONSTRUCTION ENTRANCE NTS INLET PROTECTION DETAIL AFTER PAVEMENT PLACEMENT o C104 NTS START BLANKET AT TOP OF SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURE'S RECOMMENDATION'S FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. NTS II il II I II I ill =11I n I I' -III 1 1=1 I 1 I II =II; -111F-111= III 1 1 n1 III =1 N w cc VARIES 111 II[ -111 11 1_1 j NOTE: STRAW BALES TO BE STAKED -2 STAKES PER BALE MIN. -4 BALES PER STRUCTURE BOUND W /WIRE SECTION A INLET SEDIMENT FILTER DETAIL 2" TO 3" COURSE AGGREGATE 6" MIN. GEOTEXTILE FABRIC TO STABILIZE FOUNDATION 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.Q 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. 2X2 WOOD STAKE STRAW BALE GRATE GRADE (NEW OR EXISTING) SEEDED AND STRAW MULCH MAX. 3:1 SLOPE Sp. PLAN GAPS BETWEEN BAGS ACTS AS SPILLWAY ALL PAVED AREA INLETS SHALL BE PROTECTED WITH SANDBAGS UNTIL VEGETATION IS SECURE 03 C104 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 AND OR SODDING MUST BE DONE IMMEDIATELY AS DIRECTED BY THE LANDSCAPE PLAN, EROSION CONTROL PLAN AND OR GRADING /DRAINAGE PLAN. 6. STRAW BALES, SILT FENCING AND OR GRAVEL PROTECTION SHALL BE USED AS INDICATED 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 UNWEATHERED STRAW SPREAD UNIFORMLY AT THE RATE OF TWO TONS PER ACRE OR 100 POUNDS PER 1,000 SQUARE FEET. THIS MULCH SHOULD BE ANCHORED WITH A DISC -TYPE ANCHORING TOOL AND OR APPROVED TACKIFIER. IF ALLOWED, A WOOD CELLULOSE FIBER MULCH (HYDROMULCH) AND APPROVED TACKIFIER MAY BE USED IN LIEU OF STRAW MULCH. ALL METHODS MUST MEET ALL THE LOCAL OR CITY REQUIREMENTS. 9. PROVIDE PAVEMENT UNDERDRAINS AS INDICATED ON PLANS. INSTALL 4" DIAMETER PERFORATED PLASTIC PIPE OR 4" DIAMETER CORRUGATED PLASTIC PIPE PER THE LENGTH INDICATED ON PLANS. SLOPE PIPE AND TRENCH AT SAME SLOPE AS THE SUBGRADE. UNDERDRAIN PIPES SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION BEFORE THE PAVEMENT IS INSTALLED. 10. PIPE LENGTHS INDICATED ARE FOR HYDRAULIC PURPOSES ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTUAL LENGTHS REQUIRED TO COMPLETE THE INSTALL- ATION AS SHOWN. 11. ALL EXCAVATED AREAS TO BE SEEDED OR SODDED AFTER FINAL GRADING UNLESS OTHERWISE NOTED. SEE LAND- SCAPE PLAN AND EROSION CONTROL PLAN FOR DIRECTION AND VERIFICATION. MIS PROJECT NOTES: 1A. SEE TITLE SHEET 1 B. CONSTRUCTION OF TWO OFFICE BUILDINGS AND PARKING. 1C. SHOWN ON PLANS 1D. SHOWN ON PLANS 1E. LAND USE OF ADJECENT AREAS NORTH: RESIDENTIAL (APARTMENTS) SOUTH: COMMERCIAL (OFFICE BUILDINGS) EAST: COMMERCIAL (OFFICE BUILDINGS) WEST: COMMERCIAL (GROCERY STORE) 2A. EXISTING SURFACE IS MEADOW, WITH TALL GRASS AND WEEDS. 2B. THERE ARE NO WETLANDS, LAKES, OR WATER COURSES ON OR ADJACENT TO THE SITE. 2C. THERE IS NO EXISTING FLOODPLAIN ON SITE. 2D. SEE TITLE SHEET FOR SOILS MAP. 2E. SHOWN ON PLANS. 2F. SHOWN ON PLANS. 2G. RECEIVING WATERS ARE WHITE LICK CREEK VIA ROADSIDE DRAINS AND DITCHES. 2H. THE POTENTIAL EXISTS FOR GROUNDWATER RECHARGE IN THE PROPOSED UNDERGROUND STORAGE SYSTEM. 21. -3A. SHOWN ON PLANS 3B. NOT APPLICABLE 4B. -4H SHOWN ON PLANS 41. SHOWN ON PLANS 4,1 NOT APPLICABLE 4K. SHOWN ON PLANS LEGEND: 1110 NM= MINN 7 U O O O f O -R/W-- INLET R/ W- INLET PROTECTION DETAIL (AFTER PAVING) SEE DETAIL 02/0105 INLET SEDIMENT FILTER DETAIL (BEFORE PAVING) SEE DETAIL 03/0105 SILT FENCE (SEDIMENT FENCE) SEE DETAIL 01/C105 SOIL TYPE EROSION CONTROL MATTING SEE DETAIL 04/C105 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SEE DETAIL 05/0105 PROPERTY LINE /N- RIGHT -OF -WAY LINE STREET CENTER LINE CONSTRUCTION LIMIT LINE 'DON'T DIG BLIND' 'IT'S THE LAW" fd,Y UaaIfNIo ,Rcl I %tt,tt K. CaIi 1- 80O -3B2 -5544 2 Working Days Before You Dig.