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Home My WebLink About04090039 Plans 07 Sheet 7 of 10 Erosion ControlLi I (f) Cr j 12' X 50' --2511 CONSTRUCTION ENTRANCE SILT FENCE MAINTENANCE REQUIREMENTS >E� U CO UJ Q 0 Qi� 0 a- 0 ct Eo u') in 1 01101•16 gyViMal w PROPOSED BUILDING z 11,100 s.f. z «cc O o 1 0l W E3.. U m V)� C9 Z d 1 5 m 25' BUILDING SET BACK PER 50' TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS N89'55'00 E 290.00' SF 55' PROPOSED ROW 5' PROPOSED SET BACK 2 20' 20' CURRENT ORDINANCE 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 BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND REPLACE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF 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. STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. 53 PARKING SPACES SF SF COURTYARD COMMONS 20' 45' RlU11 Line 1 per Carmel Thoro. Plan 0111111•10. 11111101011, 20' 15'R. PAD (CANOPY) 24' 5`R. 5'R. 25'R 10'R.,/er 24' f' (MIN) 2 -3" COARSE ACCREGA it CEOTExTit.0 r BR,IC TO SIAM IZE FOUNDATION (ESPECIAEty IMPORTANT ;1FR WETNESS IS i iPAIED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL. 12' X 50' CONSTRUCTION ENTRANCE 14`x18' conc. pad 5'R. LL 3.5' u_ 7' ur co CY) N) C\J w O 0 14' x 14' DUMPSTER ENCLOSURE SF Mc. ;iut FKtnt F c r, Pct be I)urii.xl 1' fi :tr, >w w ti o...r1(i S:.ir{l1ce c1 f.!` SILT FENCE DETAIL_ Nis :..Site i er cc� Mctti,; 1 S'aoJ1d �t l3ur edi 6' Below G; o;inci Scurf T. LEGEND SF SILT FENCE CONSTRUCTION ENTRANCE STRAW BALES .J.N 'LI1 iird .I:., STR W t3ALE INLET PR0TE:CT10N "DON'T DIG BLI 1-800-382-5544 CALL B -FOIE YOU DIG A19 Storm water system location is shown on sheet 6. A20 There are no offsite activities associated with this project. A21 There are no proposed soil stockpiles, borrow or disposal areas on site. A22 Existing site topography is shown on sheet 2. A23 Final topography is shown on sheet 5. GRAPHIC SCALE 0 20 40 f inch 20 ft. Al Plan index is shown on this sheet. A2 11 x 17 inch plat will be forwarded under separate cover. A3 This project consists of construction of a mixed use professional retail building. Possible used may include professional, restaurant, and retail offices. A4 The project location map is located on sheet 1. A5 Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East, in Clay Township, Hamilton County, Indiana A6 Location of lot and proposed site improvements is shown on sheet 4. A7 Hydrologic unit code: 05120201090040 A8 There are no State or Federal Water quality permits required. A9 Points of storm water discharge are shown on Sheets 6. Al 0 There are no wetlands, lakes, and water courses on or adjacent to this site. Al 1 The receiving water for this site is Carmel Creek. Al2 The site will drain to two outlets on the east side of the property. A13 This site does not lie in a flood hazard zone area, according to flood insurance rate map #18057CO207F, dated February 19, 2003. A14 Drainage computations will be forwarded under separate cover. A15 The adjacent landuse is all commercial. A16 The location and dimensions of the land disturbance activity are shown on sheet 4. A17 Existing vegetative cover are shown on sheet 2. A18 The soils map is shown on sheet 1. Existing soils are the following: Brookston silty clay loam- nearly level, deep, and very poorly drained, permeability is moderate and the water table is commonly at the surface or at a depth of less that 1 foot. This soil has severe limitations for building sites and needs to be artificially drained and protected from flooding. Crosby silt loam- nearly Level, deep, somewhat poorly drained, permeability is slow. The soil has severe limitations for building sites and needs to be artificially drained. B1 Potential pollutant sources include exposed soils and leaking vehicles and equipment. The measures or operational activities that will be initiated to minimize the danger of pollutants entering stormwater are shown on sheet 7. B2 Erosion control and sequencing is described on sheet 7. B3 The proposed location of the construction entrance is shown on sheet 7. The detail is located on sheet 9. B4 B5 Silt fence will be installed around the perimeter of the site. Detail for the silt fence is shown on sheet 9. B6 Storm sewer inlet protection is shown on sheet 7 with details shown on sheet 9. B7 N/A B8 Silt Fence will be installed around the perimeter of the site. See detail on sheet 9. B9 N/A B10 Stormwater quality measures are shown on sheet 7. B11 Temporary Seeding will be used for temporary surface stabilization. B12 Mulch and permanent seeding will be installed in landscape area. B13 Possible materials on site include gasoline, diesel fuel, oil, grease, brake fluid, and antifreeze. B14 Maintenance guidelines are shown on sheet 7. B15 N/A C1 Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation control chemicals. C2 Stormwater filtration system will be installed at the south inlet. C3 Stormwater filtration system will be installed at the south inlet to remove pollutants in the stormwater. C4 Stormwater quality measures are shown on sheets 6. C5 Maintenance measures would include quarterly inspection and maintenance of stormwater filtration system. Designed by SLH Drawn by: MEH Checked by MLD Approved by. MLD REVISIONS AND DATES rou I k,J01 L rfTTJT Land Devcidcrnent Se:yices,inc. H CI)1 Srmith Cith qt tit 1 PREPARED FOR: The Fineberg Group 116 East Carmel Drive Carmel, IN 46032 DATE: OCTOBER 6, 2004 SCALE: 1" 20' PROJECT NO. 2004 -0029 SHEET NO. 7 OF 1 0 Li I (f) Cr j 12' X 50' --2511 CONSTRUCTION ENTRANCE SILT FENCE MAINTENANCE REQUIREMENTS >E� U CO UJ Q 0 Qi� 0 a- 0 ct Eo u') in 1 01101•16 gyViMal w PROPOSED BUILDING z 11,100 s.f. z «cc O o 1 0l W E3.. U m V)� C9 Z d 1 5 m 25' BUILDING SET BACK PER 50' TEMPORARY GRAVEL CONSTRUCTION ENTRANCE MAINTENANCE REQUIREMENTS N89'55'00 E 290.00' SF 55' PROPOSED ROW 5' PROPOSED SET BACK 2 20' 20' CURRENT ORDINANCE 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 BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND REPLACE SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF 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. STRAW BALE DAM MAINTENANCE REQUIREMENTS 1. INSPECT STRAW BALE DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL STRAW BALES AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. 53 PARKING SPACES SF SF COURTYARD COMMONS 20' 45' RlU11 Line 1 per Carmel Thoro. Plan 0111111•10. 11111101011, 20' 15'R. PAD (CANOPY) 24' 5`R. 5'R. 25'R 10'R.,/er 24' f' (MIN) 2 -3" COARSE ACCREGA it CEOTExTit.0 r BR,IC TO SIAM IZE FOUNDATION (ESPECIAEty IMPORTANT ;1FR WETNESS IS i iPAIED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL. 12' X 50' CONSTRUCTION ENTRANCE 14`x18' conc. pad 5'R. LL 3.5' u_ 7' ur co CY) N) C\J w O 0 14' x 14' DUMPSTER ENCLOSURE SF Mc. ;iut FKtnt F c r, Pct be I)urii.xl 1' fi :tr, >w w ti o...r1(i S:.ir{l1ce c1 f.!` SILT FENCE DETAIL_ Nis :..Site i er cc� Mctti,; 1 S'aoJ1d �t l3ur edi 6' Below G; o;inci Scurf T. LEGEND SF SILT FENCE CONSTRUCTION ENTRANCE STRAW BALES .J.N 'LI1 iird .I:., STR W t3ALE INLET PR0TE:CT10N "DON'T DIG BLI 1-800-382-5544 CALL B -FOIE YOU DIG A19 Storm water system location is shown on sheet 6. A20 There are no offsite activities associated with this project. A21 There are no proposed soil stockpiles, borrow or disposal areas on site. A22 Existing site topography is shown on sheet 2. A23 Final topography is shown on sheet 5. GRAPHIC SCALE 0 20 40 f inch 20 ft. Al Plan index is shown on this sheet. A2 11 x 17 inch plat will be forwarded under separate cover. A3 This project consists of construction of a mixed use professional retail building. Possible used may include professional, restaurant, and retail offices. A4 The project location map is located on sheet 1. A5 Part of the Southwest Quarter of Section 31, Township 18 North, Range 4 East, in Clay Township, Hamilton County, Indiana A6 Location of lot and proposed site improvements is shown on sheet 4. A7 Hydrologic unit code: 05120201090040 A8 There are no State or Federal Water quality permits required. A9 Points of storm water discharge are shown on Sheets 6. Al 0 There are no wetlands, lakes, and water courses on or adjacent to this site. Al 1 The receiving water for this site is Carmel Creek. Al2 The site will drain to two outlets on the east side of the property. A13 This site does not lie in a flood hazard zone area, according to flood insurance rate map #18057CO207F, dated February 19, 2003. A14 Drainage computations will be forwarded under separate cover. A15 The adjacent landuse is all commercial. A16 The location and dimensions of the land disturbance activity are shown on sheet 4. A17 Existing vegetative cover are shown on sheet 2. A18 The soils map is shown on sheet 1. Existing soils are the following: Brookston silty clay loam- nearly level, deep, and very poorly drained, permeability is moderate and the water table is commonly at the surface or at a depth of less that 1 foot. This soil has severe limitations for building sites and needs to be artificially drained and protected from flooding. Crosby silt loam- nearly Level, deep, somewhat poorly drained, permeability is slow. The soil has severe limitations for building sites and needs to be artificially drained. B1 Potential pollutant sources include exposed soils and leaking vehicles and equipment. The measures or operational activities that will be initiated to minimize the danger of pollutants entering stormwater are shown on sheet 7. B2 Erosion control and sequencing is described on sheet 7. B3 The proposed location of the construction entrance is shown on sheet 7. The detail is located on sheet 9. B4 B5 Silt fence will be installed around the perimeter of the site. Detail for the silt fence is shown on sheet 9. B6 Storm sewer inlet protection is shown on sheet 7 with details shown on sheet 9. B7 N/A B8 Silt Fence will be installed around the perimeter of the site. See detail on sheet 9. B9 N/A B10 Stormwater quality measures are shown on sheet 7. B11 Temporary Seeding will be used for temporary surface stabilization. B12 Mulch and permanent seeding will be installed in landscape area. B13 Possible materials on site include gasoline, diesel fuel, oil, grease, brake fluid, and antifreeze. B14 Maintenance guidelines are shown on sheet 7. B15 N/A C1 Potential pollutants on this site are oil, fuel, and other fluids from vehicles, trash, and vegetation control chemicals. C2 Stormwater filtration system will be installed at the south inlet. C3 Stormwater filtration system will be installed at the south inlet to remove pollutants in the stormwater. C4 Stormwater quality measures are shown on sheets 6. C5 Maintenance measures would include quarterly inspection and maintenance of stormwater filtration system.