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Home My WebLink About10475 Hussey Lane Residence C4-1 SWPPPCONSTRUCTION ENTRANCE50'12'WASHOUT CONCRETE Flood Zone AE 18057C0216G Dated 11/19/2014S 00°22'49" W 138.24'S 76°4 1 ' 2 7 " E 1 6 3 . 2 0 ' S 78°18 ' 1 4 " E 6 8 5 . 9 2 ' ( 6 8 5 . 3 ' M & 6 9 5 . 4 D ) N 5 0 ° 5 8 ' 5 7 " W 1 3 3 . 5 0 ' N 79°43' 2 7 " W 4 1 3 . 5 5 'N 00°22'33" E 560.62' (556.4')N 00°22'33" E 125.20'S 00°42'33" W 319.80'S 00°42'33" W 225.68' (226')80°6'77°4'25°42'30"25°4 2' 3 0"128°38'30"80°26'90°49'(90°26')8 9 ° 3 1 ' (8 9 ° 5 4 ' ) 1 0 1 ° 1 9 ' ( 1 0 1 ° 1 6 ' ) 1 0 0 ° 5 9 ' ( 1 0 0 ° 5 6 ' ) Carolyn Sue Lanter and Lynn M Ballentine Inst. #204-32282 Carolyn Sue Lanter and Lynn M Ballentine Inst. #204-32282 Marathon Pipeline Jeannie Thorton 317-502-8935 Marathon PipelineJeannie Thorton317-502-8935S 89°53'16" W 548.18' COURTYARD POOL ARBOR WELL FOR POND PROPOSED NATIVE STREAM BUFFER PRESERVATION EASEMENTSIGNAGE TO BE BE PLACEDALONG BORDER OF EASEMENTENTIRE EASEMENT TO BE BE PLANTED IN NATIVE SEEDINGPORCH PORCH PORCH CONC POOL DECK PORCH PORCH ASPHALT DRIVE ASPHALT DRIVE 12' ASPHALT DRIVE ASPHALT DRIVE PATIO WALKWALK WALKPORCHPROPOSED NATIVE STREAM BUFFER PRESERVATION EASEMENTSIGNAGE TO BE BE PLACEDENTIRE EASEMENT TO BE BE PLANTED IN NATIVE SEEDINGALONG BORDER OF EASEMENTPROPOSED WET POND NORMAL POOL=801.0 100YR=801.60 BOTTOM=787.0 802 803 804 803 802 804 805 804 803 802 805806 N 89°53'16" E 669.43' (672.5'D & 669.4'M) N 89°53'16" E 8.74'N 00°27'16" E 294.90'N 00°10'32" W 294.89'N 89°53'16" E 115.75' 12.0' 12' ASPHALT DRIVE 12' ASPHALTDRIVE 823.0 827.0 818.0 826.0 M.E.G. 801.5 M.E.G. M.E.G.M.E.G. 798.1 M.E.G. 799.8 M.E.G. 803.5 M.E.G. 804.0 804.0 804.0 804.0 806.0 806.0 806.0 806.0 806.0 806.0 806.0 806.0 805.0 805.0 804.0 801 800 806 12' ASPHALTDRIVESEWER AND WATER LINE CROSSING. CONC. CRADLE USED IF MINIMUM OF 36" OF SEPARATION IS NOT MAINTAINED SIGN249.3' 799 793 795 790 787 PROPOSED IR R E G U L A R DRAINAGE EA S E M E N T 20 LF OF 6" SCH40 PVC STORM SEWER @ 2.00% SLOPE INV.=801.20 INV.=800.80 INV.=801.00 20 LF OF 2.5" SCH40 PVC STORM SEWER @ 1.00% SLOPE PR O P O S E D I R R E G U L A R D R A I N A G E E A S E M E N T PROPOSED RESIDENCE FFE=808.4± PROPOSED BARN FFE=804.3± PROPOSED GARAGE FFE=806.2± PROPOSED GARAGE FFE=806.2± S F SF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFS F SFSFSFSFSF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSF1 inch = 50 ft. STORMWATER POLLUTION PREVENTION PLAN Scale: 1" = 50' PROPERTY BOUNDARY EROSION CONTROL NOTES EROSION CONTROL CONTACT TO BE DETERMINED 317.XXX.XXXX XX@XX.COM PRECONSTRUCTION ACTIVITIES 1.CALL THE INDIANA UNDERGROUND PLANT PROTECTION SYSTEMS, INC. (“HOLEY MOLEY”) AT 811 TO CHECK THE LOCATION OF AN EXISTING UTILITIES. THEY SHOULD BE NOTIFIED TWO WORKING DAYS BEFORE CONSTRUCTION BEGINS. 2.A SILT FENCE SHALL BE INSTALLED AT THE EDGES OF THE PROJECT SITE WHERE THERE IS POTENTIAL FOR ANY STORMWATER RUNOFF AND AS DENOTED ON THE STORMWATER POLLUTION PREVENTION PLAN. POTENTIAL AREAS ARE IDENTIFIED BASED ON EXISTING TOPOGRAPHY AROUND THE PERIMETER OF THE SITE. 3.EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOT ZONES. EVALUATE EXISTING VEGETATION SUITABLE FOR USE AS FILTER STRIPS ALONG THE PERIMETER OF THE SITE. 4.A CONSTRUCTION ENTRANCE SHALL BE PLACED PER THE PLAN LOCATION. 5.ESTABLISH CONSTRUCTION STAGING AREA FOR EQUIPMENT AND VEHICLES AS FAR FROM STORM SEWER INLETS AND SWALES AS POSSIBLE. 6.INSTALL TRASH DUMPSTER, CONCRETE WASHOUT AREA AND PLACE PORT-O-LET AS INDICATED ON THE PLANS. 7.ESTABLISH ONSITE LOCATION FOR OWNER/OPERATOR/CONTRACTOR PLACEMENT OF APPROVED PLANS AND INSPECTION DOCUMENTATION. PROPOSED SILT FENCESFSF CONSTRUCTION LIMITS PERMANENT SODDING - TYPICAL AFTER CONSTRUCTION IS COMPLETED. PS DROP INLETS - FILTER BASKET PROTECTION C4.1STORMWATER POLLUTION PREVENTION PLANLEGEND 19-01-01 Sheet Number Project Number Certified By Date: 09/20/2019 1-800-382-5544Red Barn Engineering Company, LLCCivil Engineering Consulting Services317.677.6797www.RedBarnEngineeringCo.comChris@RedBarnEngineeringCo.comNEW RESIDENTIAL CONSTRUCTION10475 HUSSEY LANECARMEL, INDIANA 46032Prepared For:Hoss Building Group, Inc.11825 Broadway StreetIndianapolis, Indiana 46236Steve Hoss - 317.823.97880 25 50 ( IN FEET) 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. THE CONTRACTOR SHALL SWEEP THE CONSTRUCTION ENTRANCE DAILY TO ENSURE SOILS AND DEBRIS ARE CLEARED FROM THE ENTRANCE. 3. ALL EXCAVATED SOIL MATERIAL SHALL BE MAINTAINED ONSITE UPON EXCAVATION. THERE SHALL BE REMOVAL OF EXCAVATED MATERIAL FROM THE SITE. 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY THE INSPECTOR. 5. A PRE-CONSTRUCTION MEETING WITH THE STORMWATER COORDINATOR, THE OWNER, THE CONTRACTOR, AND APPOINTED "TRAINED INDIVIDUAL" WILL BE REQUIRED BEFORE LAND DISTURBING COMMENCES. THIS INCLUDES SITE DEMOLITION AND INSTALLATION OF STORMWATER BMPS. 6. CONTRACTOR TO PROVIDE A STABLE TEMPORARY CONSTRUCTION DRIVE CONDITION FROM THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF PUBLIC ROADS. CONTRACTOR TO SWEEP THE EXISTING ROADS TO MAINTAIN CLEAN TRAVEL LANES. 7.EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS IMMEDIATELY AFTER PERIODS OF 1/2" RAINFALL OR GREATER. 8.ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. CONSTRUCTION FENCE DETAIL TO 4" BELOW EXTEND FABRIC SURFACE FLOW FILTER FABRIC NOT TO SCALE24"WOOD POST GEOTEXTILE NON WOVEN FABRIC RECOMMENDATIONS MANUFACTURER SPACE POSTS PER NOTES: POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. WRAP END POSTS TOGETHER ONE FULL TURN WHEN JOINING SILT FENCE ENDS. DEBRIS GUARD DETAIL NOT TO SCALE CONCRETE WASHOUT BMP NOT TO SCALE PLAN TYPE "ABOVE GRADE" WITH STRAW BALES STAKE (TYP.) STRAW BALE (TYP.) 10 MIL PLASTIC LINING 10' MIN.VARIESBB STAPLE DETAIL4"2" 1/8" DIA. STEEL WIRE SIGN DETAIL CONCRETE WASHOUT (OR EQUIVALENT) PLYWOOD 48" X 24" PAINTED WHITE BLACK LETTERS 6" HEIGHT 0.5" LAG SCREWS WOOD POST 3" X 3" X 8' SECTION B-B PLASTIC LINING 10 MIL BINDING WIRE STRAW BALE STAPLES (2 PER BALE) NATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES (2 PER BALE) NOTES: 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. THE CONCRETE WASHOUT AREA SHALL BE INSTALLED A MINIMUM OF 50' FROM ANY DOWNSTREAM STORM DRAINS, OPEN DITCHES OR WATER BODIES. 640.50 PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION (MATCH EXISTING) CONCRETE WASHOUT PROPOSED SWALE M.E.