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Home My WebLink AboutPreliminary Plat pg. 04iT a 00 N a] 00 rn 0 E a. J 0 F- O 0 0 V) 0 W E 0 0 0 t- 0 0 J 1) a a) 0 Sri c0 0 0 N N 0 0 m 0 (n E 0 N rn 0 0 03 rn 0 0 0) 03 E 0) 0 0 00 N 0 a) 0 0 C3 I 8 90 1 1 NI .r d.' RETAIL 4 ENTER, MI gm r F L ".�r,.� tom°: 5`A f j) t I.I I i C t J 4 .4 t SIMMEM MO NESuet■ rr■■■ SMM ROSOO■ tE MINIMMUMMESMINCORMEMMOSEMBEF:ta MMOMEMMOMMO■■N■■■OOMOOMeNt HI n. uns munii■mwommummuniit■■tts■i ti_ tLDbo sf dii n .tttaI...u..u■uu.....■■i. MIMIU ..N. room.: zmzein��rmr. m�. vi i B' SHOPS 1 76.000 SF' r m i �JuII i■ 1 1 i■�•U 4 •i 4 u• \ICJ ■.rn r tt -7 ■r= ter�wAR7�w��:Ar ��J I 1 .:'s�i/ milt♦ CONSTRUCTION-' STAGING AREA ON EXISTING ASPHALT CONSTRUCTION LIMIT C J SUMO OWNER /DEVELOPER: DUKE CONSTRUCTION LIMITED PARTNERSHIP 600 EAST 96th STREET, SUITE 100 INDIANAPOLIS, INDIANA 46240 TELEPHONE: (317) 808.6000 CONCRETE CONCRETE -OCNCRE7& EROSION CONTROL NOTES l Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS SHEET A2 11x17 INCH PLAT IS INCLUDED WITH THE SUBMITTAL. A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF A 165,000 SQUARE FOOT RETAIL CENTER, OUTLOTS, PARKING LOTS, ENTRANCE DRIVES, SIDEWALKS, STORM AND SANITARY SEWERS, AND OTHER SITE RELATED UTILITIES. A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET. A5 A PART OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY, INDIANA. A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN A7 HYDROLOGIC UNIT CODE: 05120201090070 AS THE EXISTING WETLANDS THAT ARE TO BE DISTURBED WITH THIS PROJECT ARE CURRENTLY UNDER REVIEW BY THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT AND THE CORP OF ENGINEERS. IT IS OUR UNDERSTANDING THAT THESE ISOLATED WETLANDS WILL NOT NEED TO BE PERMITTED. A9 STORMWATER WILL DISCHARGE INTO AN EXISTING DITCH THAT FLOWS TO CROOKED CREEK. Al 0 ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE ARE SHOWN AND LABELED ON THE PLAN. Al THE ULTIMATE RECEIVING WATER IS CROOKED CREEK. Al2 THERE ARE NO AREAS ON SITE WHERE STORMWATER MAY POTENTIALLY ENTER GROUNDWATER. A13 THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE. Al 4 PRE- CONSTRUCTION PEAK DISCHARGE: 14.47CFS (ALLOWABLE) POST CONSTRUCTION PEAK DISCHARGE: 5.53CFS (100 -YEAR) DETENTION IS PROVIDED ON -SITE THROUGH 5 INTERCONNECTING PONDS. WEST CARMEL MARKETPLACE PRELIMINARY PLAT 9901 NORTH MICHIGAN ROAD U.S. 421 (MICHIGAN ROAD) 7 A15 ADJACENT LAND USES: NORTH: COMMERCIAL SOUTH: RESIDENTIAL EAST: RESIDENTIAL WEST: COMMERCIAL 1/ 1/ 1 1 1 A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW. All VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT PAVED ARE GRASS, WEEDS, AND BRUSH. A18 SOILS INFORMATION: 8r BROOKSTON SILTY CLAY LOAM CrA CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES A19 ALL PROPOSED STORMWATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED INFORMATION CAN BE FOUND ON THE UTILITY PLAN. A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT. A21 SOIL STOCKPILES ARE SHOWN ON THIS SHEET. A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW. A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PATTERNS. B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE SPILLS AT FUELING LOCATIONS AND LEAKING VEHICLES AND EQUIPMENT. SHOULD A LEAK OCCUR, OIL DRY WILL BE KEPT ON SITE FOR ANY SPILLS ON PAVEMENT AND POLLUTED SOILS WILL BE REMOVED AND DISPOSED OF IN A PROPER MANNER. IF OIL IS STORED IN A BARREL ON SITE, THEN A 2 FOOT BERM SHALL BE CONSTRUCTED AROUND THE BARREL. NO OTHER POLLUTANTS ARE FORESEEN AS BEING ON SITE. B2 INSTALLATION SCHEDULE: C CONSTRUCTION LIMITS PERIMETER SILT FENCE AND THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO INITIAL LAND DISTURBANCE ACTIVITIES OR AS SOON AS PRACTICAL. CONTRACTOR SHALL MAINTAIN A 3' BUFFER STRIP OF EXISTING VEGETATION BETWEEN ANY DISTURBED AREA AND THE SILT FENCE AROUND THE PERIMETER OF THE SITE TO REDUCE OFF -SITE EROSION AND SEDIMENTATION. CONTRACTOR SHALL USE STAGED CLEARING AND GRADING WHERE PRACTICAL TO REDUCE THE AMOUNT OF DISTURBED AREA TO THE ABSOLUTE MINIMUM NEEDED FOR IMMEDIATE CONSTRUCTION ACTIVITIES. INLET PROTECTION SHOULD BE ADDED TO THE EXISTING STORM INLETS BEFORE COMMENCEMENT OF CONSTRUCTION AND AROUND PROPOSED INLETS AFTER THEY ARE CONSTRUCTED. EXCEPT AS PREVENTED BY INCLEMENT WEATHER CONDITIONS, STABILIZING MEASURES, SUCH AS TEMPORARY SEEDING OR PERMANENT VEGETATION, SODDING, MULCHING, SEDIMENT BASINS, EROSION CONTROL BLANKETS, OR OTHER SPECIFIED PROTECTIVE PRACTICES SHALL BE INSTALLED ON ALL DISTURBED AREAS LEFT INACTIVE FOR FIFTEEN DAYS. ALL DISTURBED AREAS SHALL HAVE PERMANENT SEEDING WITHIN 15 DAYS AFTER FINISHED GRADING OPERATIONS. B3- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN B9 THE PLAN VIEW. SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF EACH MEASURE. B10 THE PROPOSED PONDS ARE ANTICIPATED TO IMPROVE WATER QUALITY BY ALLOWING SEDIMENTS TO SETTLE AND FLOATABLES TO BE IDENTIFIED AND SKIMMED.. B11 SEE SEEDING SCHEDULE DETAIL. 812 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS. B13 SEE B1 ABOVE 815 NOT APPLICABLE. 1 STRAW BALE DAMS (TIP) B14 SEE EROSION CONTROL INSTALLATION DETAIL. C1 EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST DEVELOPMENT. OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY CUSTOMER PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL BE LITTER AND TRASH DUMPED BY VISITORS TO THE RETAIL STORES. 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 ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT PAVEMENT. C3 STORE OWNER HAS A PRACTICE OF MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER DURING CART RETRIEVAL EFFORTS. ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. MINIMAL FERTILIZER APPLICATIONS WILL OCCUR TO THE GREEN SPACES. C4 NO POST CONSTRUCTION STORMWATER QUALITY MEASURES ARE PROPOSED BEYOND PERMANENT SEEDING OF AFFECTED AREAS AND ON -GOING MAINTENANCE OF THE ENTIRE PROJECT AREA. C5 OWNER /OPERATOR OF THE RETAIL SPACE 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. GENERAL NOTES 1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORM WATER RUNOFF, OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE OF THE WASTE OR MATERIAL, IS REQUIRED. 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION. 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS AND SPECIFICATIONS INCLUDED HEREIN. 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. o 100 LEGEND SILT FENCE INLET PROTECTION EROSION CONTROL BLANKET CONSTRUCTION LIMITS STRAW BALE DAM GRAPHIC SCALE IN FEET MEMO ALL AREAS THAT ARE LEFT UNDISTURBED FOR 7 DAYS SHALL RECEIVE SEED AND MULCH. SOILS MAP NO SCALE CONSTRUCTION SEQUENCE 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. TEMPORARY SEED DETENTION BASIN AND PERIMETER OF PROJECT SITE. 4. INSTALL SANITARY AND STORM SEWERS. 5. PLACE INLET AND OUTLET PROTECTION. 6. INSTALL UTILITIES. 200 300 X 7. TEMPORARY OR PERMANENT SEED ALL DISTURBED AREAS. INSTALL EROSION CONTROL BLANKETS IN SWALES. 8. STONE PARKING LOT. 9. BUILDING CONSTRUCTION. 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 STABILIZED. PREPARED BY: WOOLPERT LLP 7140 Waldemar Dri) Indianapolis, Indiana 46268 -4192 317.299.7500 FAX: 317.291.5805 JUNE 30, 2004 PAGE 4 OF 5