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Home My WebLink AboutC301 Erosion Control PlanMAINTENANCE INSTALLATION GUIDELINES EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE INSPECT WEEKLY, AFTER STORM EVENTS, AND AFTER HEAVY USE RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL; TOP DRESS WITH CLEAN STONE AS NEEDED; REMOVE ALL MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBUC ROADS IMMEDIATELY PRIOR TO CLEARING AND GRADING SILT FENCE INSPECT AFTER STORM EVENTS; REPAIR ANY AREAS OF DECOMPOSITION OR DAMAGE TO FENCE MATERIAL; REMOVE SEDIMENT AT DEPTH OF ONE HALF FENCE HEIGHT AT LOWEST POINT OR IF FABRIC BULGES; AVOID UNDERMINING DURING CLEANOUT PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY SEEDING INSPECT PERIODICALLY TO VERIFY ADEQUATE ESTABUSHMENT OF VEGETATIVE STANDS; RESEED AND MULCH AS NEEDED; INSPECT AFTER STORM EVENTS AND REPAIR EROSION DAMAGE; TOP DRESS FALL SEEDED WHEAT OR RYE SEEDINGS WITH 50 LBS /AC OF NITROGEN IN FEBRUARY OR MARCH IF NITROGEN DEFICIENCY IS APPARENT; WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING INSPECT PERIODICALLY AND AFTER STORM EVENTS UNTIL VEGETATIVE STAND IS ESTABUSHED; ADD FERTIUZER AFTER GROWING SEASON PER SOL TEST RECOMMENDATIONS; REPAIR DAMAGED, BARE, OR SPARSE AREAS BY FILLING, REPREPARING THE SEED BED, FERTILIZING, AND /OR SEEDING AND MULCHING AFTER FINISH GRADING OF EACH AREA EROSION CONTROL BLANKET INSPECT FOR AREAS OF EROSION BELOW THE BLANKET AFTER EACH STORM EVENT; REPAIR AREAS OF EROSION BY REMOVING AFFECTED PORTION OF BLANKET, ADD SOIL, RESEED, RELAY AND STAPLE BLANKET; INSPECT PERIODICALLY AFTER VEGETATION IS ESTABUSHED AFTER FINISH GRADING INLET PROTECTION INSPECT FABRIC BARRIER AFTER STORM EVENTS AND MAKE NEEDED REPAIRS IMMEDIATELY; REMOVE SEDIMENT FROM THE POOL AREA WHILE AVOIDING DAMAGING OR UNDERCUTTING THE FABRIC AFTER EACH INLET IS PLACED SEED, SOD LANDSCAPE AROUND UNITS FINISHED KEEP SOD MOIST UNTIL FULLY ROOTED; WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 47) ::16,47.41; 1PAL imponntimounimminsImuummniaimmulin 1 1 I r AA61 4. iv'q „rim A q�7 3�4 i ce 0. I i" .x:. ;44 'a�► ►!�irm mer ear ii'�'e• -.4 f ilioreccare-!I c !�.�t i yr "�V, vhf i i i 0 .0 it►.�` t •.Z- 4 0 7 Ate ap,a. -►4 o ikat4t" ire" DONT DIG BLIND (OFFICE /WAREHOUSE) MAYFLOWER PARK LOT 1, BLOCK 5 891 'HOLEY MOLEY 1- 800- 382 -5544 CALL TOLL FREE a. re Lg J 0) 0 0 0 1 1 1 1 1 892 CONSTRUCTION LIMITS (NP.) inNULAN.lo 1101111■144...s (f) t.(2 VICINITY MAP NO SCALE MAYFLOWER PARK BLOCK 6 MAYFLOWER PARK BLOCK 5 (ASPHALT) (LAWN) TEMPORARY CONSTRUCTION ENTRANCE MIMI 1MM 4•111•1114 MINIM 11414/114 d 5d CONSTRUCTION UMITS `TYP.) '9) 4 0 4 0 4/ co Q (4- 0 J c 0 (ASPHALT) LEGAL DESCRIPTION SOIL TYPE UMITS (TYP_) LOT 3, BLOCK 3 IN THE SECONDARY FINAL PLAT FOR MAYFLOWER PARK, LOT 1 OF BLOCK 1, LOT 1 BLOCK 2, LOTS 1, 2, do 3 OF BLOCK 3, LOTS 1 2 OF BLOCK 4, BLOCK 5, LOTS 1 2 OF BLOCK 6 AND LOT 1 OF BLOCK 7, MAYFLOWER PARK DRIVE 99TH STREET AS PER THE PLAT THEREOF, RECORDED IN PLAT CABINET 2, SLIDE 481, INSTRUMENT NUMBER 2000 45587, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. CONSTRUCTION SEQUENCE LOCATION WHERE STORMWATER WILL EXIT SITE SOIL TYPE (TYP.) 1. INSTALL SILT FENCE AND EXISTING INLET PROTECTION AND TEMPORARY CONSTRUCTION ENTRANCE. 2. STRIP TOPSOIL, BURY IN DETENTION BASIN AND ROUGH GRADE SITE CONSTRUCT DETENTION BASIN AND GRAVEL DROP INLET PROTECTION_ 3. INSTALL EROSION CONTROL BLANKET ON BANKS OF DETENTION AREA AND STONE STAGING AREA. SEED DETENTION BASIN AND PERIMETER OF PROJECT SITE_ 4. START BUILDING CONSTRUCTION. 5. INSTALL SANITARY AND STORM SEWERS_ 6. PLACE INLET AND OUTLET PROTECTION_ INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY AFTER INLET IS FUNCTIONAL. 7. INSTALL UTIUTIES. 8. TEMPORARY OR PERMANENT SEED ALL DISTURBED AREAS. INSTALL EROSION CONTROL BLANKETS IN SWALES. 9. STONE PARKING LOT_ 10_ PLACE PARKING LOT BINDER COURSE_ 11_ FINAL GRADING 12. COMPLETE BUILDING CONSTRUCTION. 13. PLACE SOD AND LANDSCAPING_ 14. PLACE SURFACE ASPHALT COURSE_ 15. REMOVE SILT FENCE, INLET PROTECTION AND GRAVEL DROP INLET PROTECTION AFTER ALL AREAS ARE STABIUZED_ LEGEND EXISTING CrA Br 0 0 —p- 0 0 30 EROSION CONTROL NOTES 60 GRAPHIC SCALE IN FEET SILT FENCE INLET PROTECTION GRAVEL DROP INLET PROTECTION EROSION CONTROL BLANKET 6' #2 STONE CONSTRUCTION ENTRANCE STORMWATER FLOW DIRECTION CROSBY SILT LOAM BROOKSTON SILTY CLAY LOAM SOIL TYPE OMITS STORM CURB INLET STORM INLET STORM MANHOLE E STORM STRUCTURE NUMBER CONCRETE END SECTION STORM SEWER DISABLED PARKING SIGN SIGN CONIFER TREE DECIDUOUS TREE Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS SHEET A2 1 1 x 17 INCH PLAT IS INCLUDED WITH THE SUBMITTAL A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF A 25,036 S.F. OFFICE BUILDING AND ASSOCIATED PARKING LOT, A NEW ENTRANCE DRIVE, AND OTHER SITE RELATED UTILITIES. A4 THE VICINITY MAP IS LOCATED ON THIS SHEET. A6 LOT BOUND4FJES ARE SHOWN ON THE PLAN. NORTH: OFFICE SOUTH: OPEN SPACE (LAWN) EAST: OFFICE WEST: OFFICE/WAREHOUSE Alb CONSTRUCTION OMITS ARE SHOWN IN THE PLAN VIEW_ A17 THE SITE IS CURRENTLY OCCUPIED BY LAWN WITH FEW TREES. A18 SOILS INFORMATION: Br BROOKSTON SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES 82 A CONSTRUCTION SEQUENCE CAN BE FOUND ON THIS SHEET_ 90 Al 9 ALL PROPOSED STORMWATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED INFORMATION (I.E. INVERT ELEVATIONS) CAN BE FOUND ON THE UTIUTY PL I. PROPOSED X 4. 414r4PIA.Tie; iffirreatel I T A5 LOT 3, BLOCK 3 IN THE SECONDARY FINAL PLAT FOR MAYFLOWER PARK, LOT 1 OF BLOCK 1, LOT 1 BLOCK 2, LOTS 1, 2, 3 OF BLOCK 3, LOTS 1 2 OF BLOCK 4, BLOCK 5, LOTS 1 2 OF BLOCK 6 AND LOT 1 OF BLOCK 7, MAYFLOWER PARK DRIVE 99TH STREET AS PER THE PLAT THEREOF, RECORDED °y PLAT CABINET 2, SUDE 481, INSTRUMENT NUMBER 2000 45587, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. LATITUDE 39`35'42" LONGITUDE 66'14' 12" A7 HYDROLOGIC UNIT CODES: 05120201120080 AND 05120201090070_ A8 THERE ARE NO STATE OR FEDERAL WATER QUALITY PERMITS REQUIRED FOR THIS SITE. A9 STORMWATE` Vri'.LL DISCHARGE INTO A STORM SEWER SYSTEM WITHIN 99th STREET LOCATED ON THE SOUTH AND EAST SIDES OF THE PROPERTY. Al 0 NO WETLANDS, LAKES OR WATER COURSES ARE LOCATED ON THE SITE. All STORMWATER DISCHARGES INTO THE A STORM SEWER SYSTEM WHICH EVENTUALLY. FLOWS INTO CROOKED CREEK. Al2 STORMWATER MAY POTENTIALLY ENTER GROUNDWATER WITHIN THE DETENTION AREA SHOWN ON THE PLAN. A13 THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. A14 PRE CONSTRUCTION PEAK DISCHARGE: APPROX. 0.7 CFS (10 YR. FLOW) POST- CONSTRUCTION PEAK DISCHARGE APPROX. 0.6 CFS (100 YR. FLOW) A15 ADJACENT LAND USES: A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT_ A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT_ A22 EXISTING TC- OGRAPHY IS SHOWN IN THE PLAN VIEW. TOPSOIL WILL BE BURIED WITHIN THE DETENTION BASIN. A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PATTERNS. B1 POTENTIAL OLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE SPILLS AT FUELING LOCATIONS AND LEAKING VEHICLES AND EQUIPMENT. MINIMAL AMOUNTS OF COMBUSTION ENGINE POWERED EQUIPMENT WILL BE ON SITE. ANY REQUIRED FUELING WILL BE DONE ON PAVEMENT TO ASSURE IMMEDIATE SPILL IDENTIFICATION AND CLEAN UP_ WORKER VEHICLES WILL BE PARKED ON PAVEMENT, ;AGAIN, ALLOWING IMMEDIATE IDENTIFICATION AND CLEANUP_ SHOULD A LEAK OCCUR OIL DRY WILL BE KEPT ON SITE FOR ANY SUCH CLEANUPS_ NO OTHER POLLUTANTS ARE FORESEEN AS BEING ON SITE_ B3- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN THE PLAN 89 VIEW_ SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. B10 THE SWALE ALONG THE SOUTH EDGE OF THE BUILDING ALONG WITH THE DETENTION BASIN WILL BE USED FOR WATER QUALITY MEASURES. POLLUTANTS ARE EXPECTED TO BE FILTERED BY THE GRASSY AREAS PRIOR TO EXITING THE SITE. THESE AREAS WILL BE SEEDED AS SOON AS THEY ARE GRADED. B11 SEE SEEDING SCHEDULE DETAIL EROSION CONTROL BLANKET STAPLE PATTERN, AND DIVISION 2 SPECIFICATIONS. B12 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS_ B13 SEE B1 ABOVE Bi 4 SEE EROSION CONTROL INSTALLATION DETAIL B15 NOT APPLICABLE. C1 EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOUNE, ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF PARKING OF VEHICLES BY EMPLOYEES AND VISITORS. C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINAL STABILIZATION OF THE SITE WILL BE ACCOMPUSHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT PAVEMENT_ C3 BUILDING OWNER WILL BE MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS_ THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER. ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS_ PERIODIC FERTILIZER APPLICATIONS WILL OCCUR TO THE GREEN SPACES. C4 PERMANENT STORMWATER QUALITY MEASURES WILL BE THE SAME AS DESCRIBED IN BID. THE OWNER WILL PERFORM REGULAR MAINTENANCE INCLUDING REMOVAL OF SEDIMENT WITHIN THE SWALE AND DETENTION BASIN AND REPLACING IT ON SITE_ C5 OWNER OF 1HE BUILDING WILL DESIGNATE INDIVIDUALS ON A LOCAL BASIS TO BE RESPONSIBLE FOR UPKEEP /MAINTENANCE OF THE FACILITY, INCLUDING THE PARKING AND OPEN AREAS OF THE PROPERTY_ BROWNING DAY MULLINS DIERDORF ARCHITECTS Browning Day Mullins Dierdorf Inc Architecture Landscape Architecture Planning 334 North Senate Avenue Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 E -Mail: bdmd @bdmd.com Browning Construction Construction Manager 251 North Illinois Street Suite 220 Indianapolis, Indiana 46204 P: 317.630.3661 F: 317.630.3664 E -Mail: Wool pert, LLP Civil Design 7140 Waldemar Drive Indianapolis, Indiana 46268 -4192 P: 317.299.7500 F: 317.291.5805 E -Mail: Steel Services Inc. Structural Contractor 6007 South Harding Street Indianapolis, Indiana 46217 P: 317.783.5255 F: 317.783.5256 E -Mail: Structural Design Inc. Structural Design 337 Main Street Suite A Beech Grove, Indiana 46107 P: 317.822.0204 F: 317.822.0206 E -Mail: Edwards Electrical Mechanical Mechanical Contractor 6831 East 32nd Street Indianapolis, Indiana 46226 P: 317.543.3460 F: 317.543.3479 E -Mail: Vector Consulting Mechanical Design 212 West 10th Street Suite D395 Indianapolis, Indiana 46204 P: 317.632.4444 F: E -Mail: Barth Electric Company, Inc. Electrical 1934 North Illinois Street Indianapolis, Indiana 46202 P: 317.924.6226 F: 317.923.6938 E -Mail: Project: Drawn: Checked: Scale: Issue Date: Revision: No. 19800417 STATE OF DESIGN DEVELOPMENT ACES POWER MARKETING OFFICE BUILDING Carmel, Indiana 03061 PJD GSS 1M =30! 05/26/04 EROSION CONTROL PLAN C301