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W 4. 4, W W W W W NOTE PER HAMILTON COUNTY SOIL AND WATER CONSERVATION DISTRICT: IT IS RECOMMENDED THAT THE SAND BAGS ARE FILLED WITH EITHER MULCH OR GRAVEL. IT IS ONLY NECESSARY TO PLACE ONE BAG DIRECTLY OVER EACH GRATE. EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS, AND AS NEEDED 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 DNERSIONS WEEKLY, AFTER STORM EVENTS, AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER EACH INLET IS PLACED SEED, SOD LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES WA AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION NIA AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE NW. AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED BOTTOM OF DITCH DITCH CHECK BENCHMARK NOTE BM #S 78 STATION LOCATED APPROXIMATELY 1.2 MILES SE OF ZIONSVILLE; APPROXIMATELY 0.24 MI NW OF THE INTERSECTION OF US 421 WEST 106th STREET, ON THE EAST SIDE OF US 421, SET IN THE TOP OF A CONCRETE POST, 0.5 FOOT ABOVE THE GROUND; A U.S.C. AND G.S. BENCH MARK TABLET, STAMPED S: 78 1945 ELEVATION 901.375 US FOOT STABILIZATION PRACTICE JAN. FEB. MAR. APR. MAY JUN. JUL_ PERMANENT A //I SEEDING DORMANT SEEDING SEEDING SODDING MULCHING A KENTUCKY BLUEGRASS 40 LBS /ACRE; CREEPING RED FESCUE 40 LBS /ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE. B KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LBS /ACRE; PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS /ACRE. C SPRING OATS 3 BUSHEUACRE D WHEAT OR RYE 2 BUSHEUACRE E ANNUAL RYEGRASS 40 LBS /ACRE. (1 LB /1000 SQ. FT.) F SOD G STRAW MULCH 2 TONS /ACRE. 1 I IRRIGATION NEEDED DURING JUNE, JULY, AND /OR SEPT. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. GROUND LINE FILTER FABRIC EXTENDS INTO TRENCH SLOPE CHECK SILT FENCE DETAIL NO SCALE B' OF #2 AGGREGATE TEMPORARY CONSTRUCTION ENTRANCE BACKFILL F CIE ///////1 SEASONAL SOIL PROTECTION CHART EXISTING SOIL 6 "x6" TRENCH NO SCALE SOILS MAP AUG. SEPT. OCT. NOV. DEC. JOINING FENCES maim mom 1■11■■11•1111•I 1 ■11■ ■1 1■ ■11■I 1■ •■■11 ■■11■I 1111.■ ■1111 ■1 11•••••••1111 ■••••••■11111 1111 ■■1111 ■11 ■1 ■••••••■11 ■I ■11.•..•11■I ■•11■■■ ■1111■I ■1111■■ ■11 ■1 1■ •1111■ ■1111 ■1 1 •11 ■1111 ■I 1 ■11■■ •1111 ■1 ■1111■ ■1L ■■1111■ ■1111\ 1111 ■1101. ■■11.11■■1111► ■1111 •1 1111 ■1 ■■■■■■1111■/ MUM 111111■' ■■1111■■■11/ ■■■■■■■■r 1111 •••••1 MIME ■■■11111 ■■1111 •1111111 1111 ■,.■■1111 WHEN JOINING TWO OR MORE SILT FENCES TIE THE TWO END POSTS TOGETHER WITH EXISTING NYLON CORDS LEGEND EXISTING UTILITY POLE ST STORM MANHOLE Th STORM INLET STORM PIPE SANDBAG INLET PROTECTION SILT FENCE TEMPORARY SEEDING EROSION CONTROL BLANKET EROSION CONTROL NOTES PROPOSED 4.4 4 W W W •i 4. W W W SILT FENCE MAINTENANCE REQUIREMENTS EROSION CONTROL MAINTENANCE SCHEDULE: 1. SEEDED AREAS TO BE RESEEDED IF EROSION OCCURS. EROSION CONTROL SEQUENCE: THE TIME LINE FOR EACH EROSION CONTROL MEASURE IS LISTED: a) INSTALLATION OF CONSTRUCTION ENTRANCE b) INSTALLATION OF SILT FENCE c) STRIP TOPSOIL d) ROUGH GRADING e) CONSTRUCT SWALES f) UTILITY INSTALLATION INSTALLED INLETS SHALL BE PROTECTED IMMEDIATELY g) PAVING h) FINAL GRADING j) PERMENANT SEEDING k) MAINTENANCE OF THE EROSION CONTROL PRACTICES TO CONTINUE UNTILADAQUATE GROUND COVER EXISTS. "DON'T DIG BLIND" 1- 800 382 -5544 CALL BEFORE YOU DIG 1. EROSION CONTROL MEASURES SHALL BE ADHERED TO DURING ALL PHASES OF CONSTRUCTION. 2. DISTURBED AREAS SHALL BE TEMPORARILY SEEDED IF SOIL IS TO BE LEFT EXPOSED FOR LONGER THAN 7 DAYS. TEMPORARY SEEDING SHALL BE PERFORMED IN ACCORDANCE WITH THE SEASONED SOIL PROTECTION CHART SHOWN ON THIS SHEET. ALL EXISTING VEGETATION, LOCATED OUTSIDE THE GRADING OR EARTHWORK LIMITS, IS TO REMAIN UNDISTURBED AS DIRECTED BY THE OWNER. 3, ALL FINAL GRADE AREAS WITHIN THE CONSTRUCTION LIMITS SHALL BE PERMANENTLY SEEDED IN ACCORDANCE WITH THE SEASON SOIL PROTECTION CHART, FURTHERMORE, PERMANENT SEEDING SHALL BE APPLIED ON ALL DISTURBED AREAS WHERE ADDITIONAL WORK IS NOT EXPECTED FOR A PERIOD OF MORE THAN ONE YEAR, 4. SEEDING BEHIND CURBS SHALL BE PERMANENT AND SHALL BE DONE IN ACCORDANCE WITH THE SEASONAL SOIL PROTECT- ION CHART 5. FOR SEEDING SCHEDULE AND EROSION CONTROL DETAILS SEE SHEETS 8 11. 6. ADHERE TO THE 'INDIANA HANDBOOK FOR EROSION CONTROL IN DEVEDOPING AREAS'. 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 WHEN IT IS CAUSING THE FABRIC TO BULDGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 5. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN STAVILIZED, REMOVE THE FENCE AND REPLACE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE AND STABILIZE. TEMPORARY GRAVEL CONSTRUCTUON ENTRANCE MAINTENANCE REQUIREMENTS 1 INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RENOFF CONTROL. 3, TOP DRESS WITH CLEAN STONE AS NEEDED. 4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO EXISTING STREETS BY BRUSHING OR SWEEPING. FLUSHING SHOULD ONLY BE USED IF THE WATER IS CONVEYED INTO A SEDIMENT TRAP OR BASIN. 5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY SOIL CONSERVATION SERVICES RULE 5 PROJECT INFORMATION 1A. THE PROJECT LOCATION MAP IS LOCATED ON THE COVER SHEET. 1 B. THIS PROJECT CONSISTS OF CONSTRUCTION OF A BUILDING SERVING 50% COMMERCIAL AND 50% MEDICAL PURPOSES AND ASSOCIATED PARKING LOT. 1 C. PLANNED AND /OR EXISTING ROADS, UTILITIES AND STRUCTURES ARE SHOWN ON PLAN SHEETS 3, 4 6. 111 LAND USE OF ADJACENT AREAS: NORTH: 106th STREET SOUTH: GAS PIPELINE EAST: UNDEVELOPED WEST: COMMERCIAL SITES 2A. THE SITE CONSISTS OF GRASS AND BRUSH 2B. THERE IS NO DETENTION SYSTEM ON THE SITE. 2C. THERE ARE NO FLOODWAYS ON THIS PROJECT. 2D. SOILS INFORMATION IS PROVIDED ON THIS SHEET. 2E. EXISTING AND PROPOSED ELEVATIONS ARE SHOWN ON SHEET 5. 2F. EXISTING WATER IS COLLECTED BY SWALE ON THE NORTH SIDE AND OFF -SITE SYSTEM OF INLETS AND PIPES. 2G. THE ULTIMATE RECEIVING WATERS FOR THIS SITE IS PARK NORTHWESTERN DRAIN. 2H. THERE ARE PROPOSED STORM WATER FACILITIES FOR THIS SITE. 21. STORM WATER SYSTEM LOCATION 1S SHOWN ON SHEET 6. 3A. THE LOCATION AND DIMENSIONS OF THE LAND DISTURBANCE ACTIVITY IS SHOWN ON THE COVER SHEET. 3B. THERE WILL BE NO STOCKPILES AND /OR BORROW AREAS UTILIZED DURING CONSTRUCTION. ALL EXCESS SOIL SHALL BE UTILIZED IN FILL PLACEMENT FOR CONSTRUCTION OF THIS PROJECT. 4A. DRAFT EROSION AND SEDIMENT CONTROL SEQUENCE FOR TYPICAL COMMERCIAL CONSTRUCTION SITE a), BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, UNIQUE AREAS (E.G., WETLANDS) TO BE PRESERVED, AND VEGETATION SUITABLE FRO FILTER STRIPS. b). INSTALL CONSTRUCTION ENTRANCE. c). INSTALL PERIMETER BMP'S d). START MASS EARTHWORK; ESTABLISH STARTING AREA; FINISH GRADE AND SEED BASINS, SLOPES, SWALES AND MOUNDS; TEMPORARY SEED ALL DISTURBED AREAS e INSTALL STORM AND SANITARY SEWER AND UTILITIES INSTALL INLET PROTECTION AS STORM INLETS ARE COMPLETED g COMPLETE PARKING LOTS, ROADWAYS AND CURBS h TEMPORARY SEED ALL DISTURBED AREAS 1 COMPLETE BUILDING j .FINAL GRADE AND LANDSCAPING k COMPLETE FINAL SEEDING I MAINTAIN ALL EROSION AND SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED 4B. MONITORING AND MAINTENANCE REQUIREMENTS ARE INCLUDED ON THIS SHEET 4C. PERIMETER SEDIMENT CONTROL IN INDICATED ON THIS SHEET. 4D. TEMPORARY SEEDING REQUIREMENTS ARE INDICATED ON THIS SHEET. 4E. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE INDICATED ON THIS SHEET 4F PERMANENT EROSION AND SEDIMENT CONTROL MEASURES ARE INDICATED ON THIS SHEET. 4G. STORMWATER INLET PROTECTION IS SHOWN ON THIS SHEET. 4H. STORMWATER OUTLET PROTECTION IS SHOWN ON THIS SHEET 41. THE PROPOSED CONSTRUCTION ENTRANCE AND DETAIL IS LOCATED ON THIS SHEET. 4J. THERE ARE NO INDIVIDUAL LOTS ASSOCIATED WITH THIS SITE PLAN.. 4K. PERMANENT SEEDING REQUIREMENTS ARE SHOWN ON THIS SHEET, Cr) w w w U W CC U J SCALE: 1" 20' DATE: December 5, 2003 PROJECT NO.122 -0083 SHEET NO.