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HomeMy WebLinkAboutWaterfront of West Clay, Section 5B Full SetW 121ST STREETW 116TH STREETWEST ROADEXISTING SECTION 6EXISTINGSECTION 4BEXISTINGSECTION 2BEXISTINGSECTION 1EXISTINGSECTION 3EXISTINGSECTION 4AEAGLE RIDGE LANEM A N N I N G P A S S WE S T R O A D WEST RO A D WATERCHASECOURTWINDCHASECOURTWEST ROAD SPARROW HAWK DRIVECOOL SPRIINGSCOURTEAGLE CRESTPLACEEAGLE V IEW DR IVE AVEDON WAYEAGLETREECOURTEAGLERUNWAYGOLDEN EAGLECOURTWATER BRIDGE DRIVECOLD CREEK COURTEXISTINGSECTIONPRAIRIEEXISTINGSECTION 2CEXISTINGSECTION 2CS T O N E L A K EFALCON DRIVEDRIVEEXISTINGSECTION 5A159160161162163164165166167179180181178177176175182183184168169170171172173174185MmB2MmC2MmB2MmB2MmC2BrShSxMoC3MoC3MmB2MmB2MmB2MmC2CrACrABrMmB2MmB2MmB2GeBrBrMmC2MmC2MoD3MoC3MoC3BrBrCrAMmC2CrACrABrCrACrACONSTRUCTION PLANS FORWATERFRONT OF WEST CLAYSECTION FIVE "B"4455 W. 121ST STREET, CARMEL, IN1)THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THERESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION.2)IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES IN THE VICINITY OF THECONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION3)IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES.4)ALL QUANTITIES ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS.5)OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P"APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.6)EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE A TRENCH SAFETY SYSTEM DESIGNED BY A REGISTERED PROFESSIONALENGINEER.7)IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT.8)TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS.9)THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SETFORTH IN THESE PLANS.10)ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGEPRESERVED.11)IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONFIRM THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TOAPPLICABLE LOCAL STANDARDS.12)THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONALFLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0205G, DATED NOVEMBER 19, 2014.13)BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION.14)THIS SITE DOES NOT CONTAIN WETLANDS AS SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; CARMEL, INDIANA,NATIONAL WETLANDS INVENTORY MAP. NO WETLANDS ARE IMPACTED BY THIS DEVELOPMENT.15)ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITH BACKFILL, BEDDING, AND THRUST BLOCKREQUIREMENTS PER CARMEL UTILITIES DETAIL SHEETS.OPERATING AUTHORITIESCITY OF CARMEL ENGINEERINGONE CIVIC SQUARECARMEL, IN 46032317-571-2441Attn: JEREMY KASHMANSITE MAP1"=250'CITY OF CARMEL FIRE DEPARTMENTTWO CIVIC SQUARECARMEL, IN 46032317-571-2600Attn: CHRIS ELLISONTRI-COUNTY REGIONAL SEWER UTILITY10701 N. COLLEGE AVENUE, SUITE AINDIANAPOLIS, IN 46280317-844-9200Attn: RYAN HARTMANDRAINAGE: HAMILTON COUNTY SURVEYOR'SOFFICEONE HAMILTON SQUARE, SUITE 188HAMILTON COUNTY JUDICIAL CENTERNOBLESVILLE, INDIANA 46060317-776-8495SPECTRUM3030 ROOSEVELT AVE.INDIANAPOLIS, IN 46218317-632-9077Attn: JASON KIRKMANDUKE ENERGY - ELECTRIC16475 SOUTHPORK DRIVEWESTFIELD, IN 46074317-896-6711Attn: SHIRLEY HUNTERCARMEL UTILITES - WATER760 3RD AVENUE S.W.CARMEL, IN 46032317-571-2443Attn: JOHN DUFFYVECTREN ENERGY - GASP.O. BOX 1700NOBLESVILLE, IN 46061317-776-5532Attn: JOANIE CLARKSOILS MAPNO SCALESEE SHEET C202 FOR SOIL DEFINITIONS.BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL ARESEASONAL HIGH WATER TABLE, HIGH POTENTIALFROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATEPERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED ANDPROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THISSOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROSTACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETSBECAUSE OF THE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS ANDSTREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL.CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS. IT ISDEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTHAND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THEMAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATESHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURES THATADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELLPOTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FORBUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM.DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLYDESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKINGAND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIALFOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL.MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERINGUSES OF THIS SOIL ARE MODERATE POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATESHRINK-SWELL POTENTIAL, AND LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLEFOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATELIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OF THIS SOIL FOR LOCALROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLEMATERIAL.MIAMI SILT LOAM, 6-12 PERCENT SLOPES - THIS MODERATELY SLOPING, DEEP, WELL DRAINED SOIL IS ON KNOBS AND BREAKSALONG STREAMS AND DRAINAGEWAYS ON UPLANDS. PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOWIN THE SUBSTRATUM. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. SURFACE RUNOFF IS MEDIUM.THIS SOIL IS SUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOILD FEATURES THAT ADVERSELY AFFECT ENGINEERINGUSES OF THE SOIL ARE MODERTAE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATELYSLOW PERMEABILITY. THE HAZARD OF EROSION IS SEVERE DURING CONSTRUCTION. THIS SOILS HAS MODERATELIMITATIONS FOR BUILDING SITES. USING PROPERLY DESIGNED FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS ANDUSING FOUNDATION DRAIN TILE HELP TO REMOVE EXCESS WATER AND TO PREVENT STRUCTURAL DAMAGE FROMSHRINKING AND SWELLING AND LOW STRENGTH OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS ANDSTREETS. THE BASE MATERIAL FOR LOCAL ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLEMATERIAL. ROADS AND STREETS SHOULD BE CONSTRUCTD ON THE CONTOUR OF SLOPES.Miami Clay loam, 6 to 12 percent slopes, severely erodedSHOALS SILT LOAM. - PERMEABILITY IS MODERATE. AVAILABLE WATER CAPACITY IS HIGH. CONTENT OF ORGANIC MATTER INTHE SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT A DEPTH OF 1 TO 3 FEET IN WINTER AND SPRING.THIS SOIL IS GENERALLY UNSUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECTENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL ISALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES BECAUSE OF SEASONALHIGH WATER TABLE AND FLOODING.BrAREA LOCATION MAPNO SCALEPLANS PREPARED BYWEIHE ENGINEERS, INC.10505 N. COLLEGE AVE.INDIANAPOLIS, INDIANA 46280TELEPHONE: (317) 846-6611FAX: (317) 843-0546CONTACT PERSON: DUANE SHARRER, P.E.EMAIL: SHARRERD@WEIHE.NETPLANS PREPARED FORWATERFRONT HOMES11731 COLD CREEK COURTZIONSVILLE, INDIANA 46077TELEPHONE: (317) 714-2406CONTACT PERSON: PAUL SHOOPMANEMAIL: PAUL@SHOOPMANHOMES.COMC001CrAMmB2MmC2MoC3Know what'sbelow.before you dig.CallRENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"SHEET INDEXDESCRIPTIONWATER MAIN PLANC700STORMWATER POLLUTION PREVENTION PLAN PHASE 1STREET PLAN & PROFILESANITARY SEWER PLAN & PROFILESTORM SEWER PLAN & PROFILE TITLE SHEETC500C200C400-C401C600-C601C001STORMWATER POLLUTION PREVENTION PLAN PHASE 2C201STORMWATER POLLUTION PREVENTION DETAILS & SPECS.C202-C204TRAFFIC CONTROL/SIGNAGE/SUMP PLANC405SHEET NO.WATER PLAN DETAILSC701STREET DETAILS & SPECIFICATIONSC402-C404SANITARY SEWER DETAILS AND SPECIFICATIONSC501-C502DEVELOPMENT PLANC300STORM SEWER DETAILSC602EXISTING CONDITIONS & DEMOLITION PLANC100PART OF THE SOUTHWEST QUARTER OF SECTION 31, TOWNSHIP 18 NORTH, RANGE 3 EAST OF THE SECOND PRINCIPAL MERIDIAN,CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA, DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHWEST CORNER OF SAID SOUTHWEST QUARTER; THENCE ALONG THE NORTH LINE OF SAID QUARTERNORTH 89 DEGREES 58 MINUTES 25 SECONDS EAST (BEARING BASED UPON DIRECTION OF SAID NORTH LINE FROM LIMITEDWARRANTY DEED INSTRUMENT NO. 2012001120) 1367.07 FEET TO A POINT ON THE NORTHERLY EXTENSION OF THE EAST LINE OFWEST ROAD; THENCE SOUTH 00 DEGREES 03 MINUTES 23 SECONDS EAST ON AND ALONG SAID EAST LINE AND ITS NORTHERLYEXTENSION 75.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 00 DEGREES 03 MINUTES 23 SECONDS EAST ON AND ALONGSAID EAST LINE AND ITS NORTHERLY EXTENSION 17.12 FEET TO THE NORTHWEST CORNER OF THE WATERFRONT OF WEST CLAY,SECTION TWO “C”, RECORDED AS INSTRUMENT NUMBER 2018052834 ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTONCOUNTY, INDIANA; THENCE ON AND ALONG THE EXTERIOR BOUNDARY OF SAID SANCTUARY AT 116TH STREET SECTION TWO “C” BYTHE FOLLOWING SEVEN (7) COURSES: 1) NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 257.67 FEET; THENCE 2) 55 DEGREES58 MINUTES 50 SECONDS EAST 94.77 FEET; THENCE 3) SOUTH 17 DEGREES 47 MINUTES 42 SECONDS EAST 92.03 FEET; THENCE 4)SOUTH 32 DEGREES 08 MINUTES 48 SECONDS WEST 84.91 FEET; THENCE 5) SOUTH 29 DEGREES 48 MINUTES 56 SECONDS WEST130.74 FEET; THENCE 6) SOUTH 26 DEGREES 09 MINUTES 51 SECONDS WEST 35.48 FEET; THENCE 7) SOUTH 03 DEGREES 29 MINUTES58 SECONDS WEST 209.89 FEET TO THE NORTHWEST CORNER OF THE WATERFRONT OF WEST CLAY, SECTION FIVE “A”, RECORDEDAS INSTRUMENT NUMBER 2019056721 ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON ANDALONG THE EXTERIOR BOUNDARY OF SAID WATERFRONT OF WEST CLAY SECTION FIVE “A” BY THE FOLLOWING THREE (3)COURSES: 1) THENCE SOUTH 86 DEGREES 30 MINUTES 02 SECONDS EAST 702.59 FEET; THENCE SOUTH 45 DEGREES 00 MINUTES 00SECONDS EAST 400.84 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 45 SECONDS EAST 200.01 FEET; TO A POINT ON THE WESTLINE OF SAID SOUTHWEST QUARTER; THENCE NORTH 00 DEGREES 30 MINUTES 15 SECONDS EAST ON AND ALONG SAID WEST LINE938.22 FEET; THENCE SOUTH 89 DEGREES 58 MINUTES 25 SECONDS WEST 1298.74 FEET; THENCE SOUTH 86 DEGREES 09 MINUTES34 SECONDS WEST 75.16 FEET THENCE SOUTH 89 DEGREES 58 MINUTES 25 SECONDS WEST 25.00 FEET; THENCE SOUTH 44DEGREES 57 MINUTES 31 SECONDS WEST 28.28 FEET TO THE POINT OF BEGINNING, CONTAINING 19.19 ACRES, MORE OR LESS.DISTURBED ACREAGE =14.60 ± AC.TOTAL ACREAGE: 19.19 ACDISTURBED AREA: 14.54 ACNUMBER OF LOTS: 27DENSITY: 1.41 LOTS/ACSTREET LENGTH:STONE LAKE DRIVE: 1,632.89 LF (0.309 MILES)TOTAL LENGTH: 1,632.89 LF (0.309 MILES)DESIGN SPEED: 25 MPHSTORMWATER MANAGEMENT PLANC301UTILITY PLANC302ShFINISH CONTOUR PLANC303 ASBUILT NP = 898.93EXISTING PONDNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WNP = 881.5EXISTING PONDENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C100EXISTING CONDITIONS / DEMOLITION PLANKnow what'sbelow.before you dig.CallRWSNETOP OF CURBGUTTERWATER LINEGAS LINEFINISH FLOOR ELEVATIONTOP OF (MANHOLE / INLET) CASTINGINVERT ELEVATIONSUB-SURFACE DRAINAGEMATCH EXISTING GRADESTRUCTUREREINFORCED CONCRETE PIPECORRUGATED METAL PIPEPOLYVINYL CHLORIDE PIPEOVERHEAD UTILITY LINETEMPORARY BENCHMARKTELEPHONE LINEDRAINAGE FLOW ARROWEXIST. STORM INLETHVAC UNITEXIST. IRON PIN & OR PK (SET/FOUND)CONCRETE END SECTION (C.E.S.)EXIST. TELEPHONE PEDESTALRIGHT-OF-WAY LINEEXIST. CONTOURSEXIST. STORM SEWER LINEEXIST. GAS METEREXIST. WATER METER/VALVEEXIST. FIRE HYDRANTEXIST. POWER POLE/POWER POLE w/ LIGHTEXIST. GUY ANCHOREXIST. GAS VALVEEXIST. ELECTRIC METERCLEANOUTEXIST. SIGNEXIST. SANITARY SEWER LINEELECTRIC LINEEXIST. STORM/SAN./TELE. MANHOLEEXIST. MONITOR WELLMAILBOXLIGHT POLEEXIST. BOLLARDTRANSFORMERGATE POSTPARKING COUNTHIGH DENSITY POLYETHYLENEFLOW LINETOP OF WALLPROPOSED DIRECTIONAL SIGNEXISTING TREE LINEWGOHUTEBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUM NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WEXISTING PONDSTONE LAKEDRIVEWWW WWWWWWWW666564636261595857565554W W PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.60WW5253676869707172156157158PRAIRIE FALCON DRIVE**WWWSANSANSANSANWWBLOCK "B"SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFSFSFIPIPIPIPIPIPIPIPIPSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS F SFSFDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D DDDDDDD DDDDDDDDDDDDDDDD DDDDDDDDDDDDDDDDD D D D D D D DDDD D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDPHASE 1 EROSION CONTROL(BEFORE MAJOR EARTHWORK)ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C200STORM WATER POLLUTION PREVENTION PLAN PHASE 1Know what'sbelow.before you dig.CallRWSNEBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMPRECONSTRUCTION ACTIVITIES“”CONSTRUCTION SEQUENCING“” PLAN NOTES:LEGENDSFDIPDISTURBED ACREAGE =14.60 ± AC.CONTACT PERSON FOR EROSIONCONTROL & SEDIMENT PRACTICESWATERFRONT HOMES11731 COLD CREEK COURTZIONSVILLE, INDIANA 46077CONTACT PERSON: PAUL SHOOPMANTELEPHONE: (317) 714-2406EMAIL: PAUL@SHOOPMANHOMES.COM NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WNP = 881.5EXISTING PONDSTONE LAKEDRIVEWWW WWWWWWWW6665646362615857565554W W PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.60UDUDUDUD159160161162163164165166167179180181178177176175182183184168169170171172173174STONE LAKEDRIVE STONE LAKEDRIVE185W W W W W W W WWWWWWWWWWWWWWWWWWWWWWW W W WWWWUDUDUDUD UD UD UD U D UD UDUDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUD5372156PRAIRIE FALCON DRIVEWSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPIPSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD D D D D DDDDDDD DDDDDDDDDDDDDD DD DDDDDDDDDDDDDDDDD D D D D D D DDDDD D D D D D D D D D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDIPIPIP ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"Know what'sbelow.before you dig.CallRC201STORMWATER POLLUTION PREVENTION PLAN PHASE 2PHASE 2 EROSION CONTROL(AFTER MAJOR EARTHWORK)LEGEND*SFDIPIPBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMWSNEPRECONSTRUCTION ACTIVITIES“”CONSTRUCTION SEQUENCING“” PLAN NOTES:DISTURBED ACREAGE =14.50 ± AC.CONTACT PERSON FOR EROSIONCONTROL & SEDIMENT PRACTICESWATERFRONT HOMES11731 COLD CREEK COURTZIONSVILLE, INDIANA 46077CONTACT PERSON: PAUL SHOOPMANTELEPHONE: (317) 714-2406EMAIL: PAUL@SHOOPMANHOMES.COMIP* SxMoC3MmB2MmB2MmC2BrMmB2MmB2MmB2GeBrBrMmC2MmC2MoC3CrABrCrASECTION 5BENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"SECTION 2MATERIAL HANDLING ANDSPILL PREVENTION PLANIN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THECONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THECONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEYIMPLEMENT THE PLAN AS WELL.1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TOEQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE CONSTRUCTION MANAGER,SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUPOF SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLEDAND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLEDFLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALLIMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BEDISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY ANACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPERMANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'SSUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THEPOSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT ISMORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BEREPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE.OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURINGREPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPERMANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKSEACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THECONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER.EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUIDCONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOTBE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE.2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED PRIORTO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSIONCONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS.EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTIONTRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OROTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OFCONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSIONCONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BEREMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BYTHESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONSSHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKEDAT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWNACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS.WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BEPERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTEDAND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORTMATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY,WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECTIMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALLBE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OFPROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROLPRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS SILT FENCE INLETPROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIESOF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWERSYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTIONEQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCEAND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHENTHESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTSRECOMMENDED USAGE.3. CONCRETE WASTE WATER A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BYTHE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THEEROSION CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHENTHIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLECONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE EXCAVATION CONTRACTOR.4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER ATWHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATEDPRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS ORDETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT.IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVECONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT SHOULD BECONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED.SECTION 1EMERGENCY RESPONSE NUMBERSEMERGENCY FOR ANY LIFE THREATENING PROBLEM911CARMEL FIRE DEPARTMENT 317-571-2600CARMEL POLICE DEPARTMENT 317-571-2500INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406CITY OF CARMEL ENGINEERING 317-571-2441SWPPP FOR CONSTRUCTION SITES1 HYDROLOGIC UNIT CODE (14 DIGIT) - 051202011200802 IDENTIFICATION OF ALL RECEIVING WATERS - EAGLE CREEK TO THE LONG BRANCH/IRISHMAN RUN LEGAL DRAIN.3 PRE-CONSTRUCTION AND POST-CONSTRUCTION ESTIMATE OF PEAK DISCHARGE (10 YEAR) - Q10 PRE 56.0 CFS, Q10 POST0.97 CFS4 SPECIFIC POINTS WHERE STORMWATER DISCHARGE LEAVES SITE - SEE STORMWATER POLLUTION PREVENTION PLAN,SHEET C201. STORMWATER WILL BE CHANNELED INTO ENCLOSED STORM SEWERS, WHERE IT WILL THEN PASS THROUGHONSITE DETENTION. WATER LEAVES THE SITE THROUGH AN OUTLET CONTROL STRUCTURE.5 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - EXISTING POND.6 SOILS MAP W/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE THIS SHEET.7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH ASASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUELFROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULDBE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BECLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICALAGENTS FROM ENTERING IN THE STORM SYSTEM.8 TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES -A. LOCATION - SEE SHEET C200 & C201. EACH INLET WILL HAVE TEMPORARY SEDIMENT TRAPS WITH OVERFLOWTHROUGHOUT CONSTRUCTION.B. DIMENSION - SEE SHEET C203 FOR TEMPORARY INLET PROTECTION.C. DETAILED SPECIFICATIONS - SEE SHEETS C202, C203 & C204.D. CONSTRUCTION DETAILS - SEE SHEETS C202, C203 & C204.E. MONITOR AND MAINTENANCE GUIDELINES - SEE O&M MANUAL FOR OVERALL SANCTUARY AT 116TH STREET.NOTE: AS REQUIRED IN "RULE 5," SELF-MONITORING INSPECTIONS TO BE COMPLETED AT A MINIMUM OF ONCE PER WEEK ANDWITHIN 24 HOURS OR THE NEXT BUSINESS DAY OF 12" RAIN OR GREATER BY A QUALIFIED INSPECTOR. INSPECTIONS MUST BERETAINED FOR RECORDS THROUGHOUT THE LIFE OF THE PROJECT AND PROVIDED WITHIN 48 HOURS OF A REQUEST FROM AREGULATING AUTHORITY.9 GENERAL CONSTRUCTION SEQUENCE - SEE CONSTRUCTION SEQUENCE THIS SHEET.10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND/OR BORROW/DISPOSAL AREAS -SEE SHEET C200.11 TEMPORARY SURFACE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL PROTECTION CHART ON SHEETC204.12 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT - SEE SHEET C203.13 MATERIAL HANDLING AND SPILL PREVENTION PLANTHIS MATERIAL HANDLING AND SPILL PREVENTION PLAN IS BASED UPON REQUIREMENTS SET FORTH IN THE INDIANAADMINISTRATIVE CODE, SECTION 327 IAC 2-6-1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEETPOTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH-OUT,MULCH, PESTICIDES, HERBICIDES, FERTILIZER, AND TRASH. FUELS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROMTRUCKS AND CONSTRUCTION EQUIPMENT WHICH COULD FIND THEIR WAY TO LITTLE COOL CREEK.FOLLOW MATERIAL SAFETY DATA SHEETS (MSDS) FOR CONTAMINANTS ON-SITE. IT IS IMPORTANT THAT ALLMANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES.SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON-PAVED AREAS WILL BE SHOVELED INTO CONTAINERS ORDUMPSTERS FOR PROPER DISPOSAL.EMERGENCY RESPONSE NUMBERS:RESPONSE FOR ANY LIFE THREATENING PROBLEM: 911CARMEL FIRE DEPARTMENT: (317) 571-2600CARMEL POLICE DEPARTMENT: (317) 571-2500INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477-8773IDEM SPILL RESPONSE CENTER: (317) 233-7745NATIONAL RESPONSE CENTER (800)-424-8802CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES ANDCOORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED.CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND FILINGREPORTS ARE PROPERLY SUBMITTED.THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THECONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITEPERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION ANDREMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF IN AN APPROVEDMANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATER UNLESS DIRECTEDTO DO SO BY A GOVERNING AGENCY.14 CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION FOR THEPROJECT SITESEE THIS SHEET FOR INFORMATION15 CURRENT REVISION DATE ON ALL SHEETSSEE TITLE BLOCK16 ADJACENT LAND USE - RESIDENTIAL (N, S, E, W).SWPPP FOR POST CONSTRUCTION1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE -THIS SITE IS A PROPOSED FUELING FACILITY. POTENTIAL POLLUTANTS FROM POST-CONSTRUCTIONACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; THERE IS A HIGH POTENTIAL FOR FUELS,OIL, GREASE, ANTIFREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEARSHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORMSYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCEPOTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AVOIDED. CLEAN UP IMMEDIATELY IF ANY IS SPILLED.2 POST-CONSTRUCTION STORMWATER QUALITY MEASURES -A. LOCATION - SUMPED INLETS WITH SNOUTS ARE TO BE INSTALLED AT STRUCTURES 38 & 41 ANDBIO-STRIPS LOCATED AROUND STRUCTURES 37 & 42, SEE SHEET C201.B. DIMENSIONS - SEE SHEETS C201, C202, C203 & C204.C. SIZING CALCULATIONS - SEE DRAINAGE REPORTD. DETAILED SPECIFICATIONS - SEE SHEETS C202, C203 & C204.E. CONSTRUCTION DETAILS - SEE SHEETS C202, C203 & C204.3 SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION-SEE CONSTRUCTIONSEQUENCE, C202.4 STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTSTO STREAM OR RIPARIAN HABITATS - SEE STORMWATER POLLUTION PREVENTION PLAN, SHEET C200 &C201. THE MAJORITY OF THE STORMWATER WILL BE CHANNELED THROUGH ENCLOSED STORM PIPEINTO A DETENTION POND WITH A WATER QUALITY OUTLET STRUCTURE.ROUTINE INSPECTIONS SHOULD OCCUR EVERY 6 MONTHS BY THE OWNER.MAINTENANCE:1. CHECK OIL & SEDIMENT DEPTH. THIS SHOULD OCCUR AFTER EVERY MAJOR RAIN EVENT.-MAINTENANCE SHOULD OCCUR AT 15% OF TOTAL STORAGE FOR SEDIMENT OR 8" OF SEDIMENT DEPTH.-IF AN OIL SPILL OCCURS, MAINTAIN IMMEDIATELY. MAINTENANCE SHOULD OCCUR BY A LICENSED LIQUID WASTE HAULER. NOTIFY LOCAL REGULATORY AGENCY AS REQUIRED ON SPILLREPORTING CHART UPPER RIGHT OF THIS SHEET.2. STORM STRUCTURES 38 & 41 ARE SUMPED INLETS. THE DEPTH OF EACH STRUCTURE BELOW THE PIPEINVERTS ARE INTENDED TO TRAP SEDIMENT & DEBRIS BEFORE THE WATER IS DISCHARGED INTO THELAKE. PERIODIC INSPECTIONS ARE REQUIRED & SEDIMENT & DEBRIS ARE TO BE REMOVED AS NEEDED.THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT WITH CONCRETE CURB AND GUTTER, ENCLOSED STORMSEWERS, AND ASSOCIATED UTILITIES.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW.NOTE: BEFORE CONSTRUCTION, EVALUATE, MARK, AND PROTECT IMPORTANT TREES AND ASSOCIATED ROOTING ZONES,UNIQUE AREAS (E.G. WETLANDS), TO BE PRESERVED IF APPLICABLE, AND VEGETATION SUITABLE FOR FILTER STRIPS,ESPECIALLY IN PERIMETER AREAS.CONSTRUCTION SEQUENCE:A.PRIOR TO CONSTRUCTION ON SITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE:1.A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL ENGINEERING DEPARTMENT (317)-571-2441 MUST BEHELD BEFORE ANY CONSTRUCTION ACTIVITIES BEGIN.2.SIGNAGE NOTIFYING AREA RESIDENTS OF CONSTRUCTION ACTIVITY.3.SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE.SIGNS SHALL BE PLACED AT ENTRANCE OFF OF WEST ROAD. ADDITIONALLY, NOTIFICATION TO INDIANA DEPARTMENT OFENVIRONMENTAL MANAGEMENT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND SITE CONSTRUCTION UPDATE REPORTS. A PRE-CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. B. AT THE END OF EACH WORK DAY, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS AND SEDIMENT.C. CONSTRUCTION ACCESS DRIVE - STONE PLACEMENT SHALL BE INSTALLED AS SHOWN ON PLANS AT ENTRANCE.D. PERIMETER EROSION CONTROL - SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES WHEREINDICATED.E. INSTALL TEMPORARY INLET PROTECTION ON EXISTING INLETS AS SHOWN ON PLANS. F. DEMOLITION - REMOVE TOPSOIL AND STORE ONSITE AS SHOWN ON SHEET C200. G. ROUGH GRADE SITE INCLUDING EXCAVATOR FOR UNDERGROUND DETENTION AND BUILDING PADS. IF LEFTUNDISTURBED FOR MORE THAN 15 DAYS, TEMPORARY SEED PER DETAIL ON SHEET C204. H. STORM SEWER - CURB INLETS, PAVED AREA INLETS, STORM PIPES, AND UNDERDRAINS SHALL BE CONSTRUCTED. I. SANITARY SEWER - INSTALLATION OF GRAVITY SEWER AND LATERALS SHALL BEGIN. J. UTILITIES - COORDINATION WITH UTILITIES FOR WATER MAINS, GAS LINES, TELEPHONE, CABLE TV AND ELECTRIC LINES TOTAKE PLACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO BE INSTALLED UPON COMPLETION OF INSTALLEDUTILITIES. K. PAVEMENT - LIME STABILIZATION (AS APPLICABLE) INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUTIN PLACE. TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTINGCHART. L. FINISH GRADING - FINISH GRADES WITH SEEDING REQUIREMENTS TO BE COMPLETED. PERMANENT SEEDING TO BEPLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN ON SHEET C201. INSTALL DANDY SACKS IN INLETS. M. UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. ALL INLETS TO BE CHECKED AND CLEANED OF ALLOBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. N. FINAL LANDSCAPING - INSTALL AND FINISH LANDSCAPING IN AREAS OF COMPLETED CONSTRUCTION. O. PERMANENT SEED ALL AREAS OF DISTURBANCE.RULE 6. SPILLS OF OIL AND OTHEROBJECTIONABLE SUBSTANCES; REPORTING,CONTAINMENT AND CLEANUP(REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR1734)RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE327 IAC 2-6.1-1 APPLICABILITYAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THERESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES,EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE SUBSTANCESTHAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION ASTO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO AFFECTREPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHERFEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-1;FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTEDFILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:20071219-IR-327070553BFA)327 IAC 2-6.1-2 SPECIAL AREASAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUEGEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARSTREGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE COUNTIESCONTAIN A SOLE SOURCE AQUIFER AS REFERENCEDIN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TODAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BEEXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESEAREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTALMANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATECALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB 25, 1997, 1:00P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILEDNOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.:20080625-IR-327080419ACA)327 IAC 2-6.1-3 EXCLUSIONSAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTINGREQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWINGOCCURRENCES:(1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF ANAPPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVEREDBY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANSDOES NOT OCCUR.(2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO:(A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR(B) DUST SUPPRESSION MATERIALS.(3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOTDAMAGE WATERS OF THE STATE.(4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT.(5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHEREQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY-FIVE (55)GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE.(6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLYFUNCTIONING WATERCRAFT.(7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HASBEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENECOORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25, 1997,1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.:20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)327 IAC 2-6.1-4 DEFINITIONSAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC 14-25-7-13;IC 14-25-7-15SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265,AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE:(1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS,AND MOLLUSKS.(2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT AREDEPENDENT UPON AN AQUATIC ENVIRONMENT.(3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK,RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELYPREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO THEWATERS OF THE STATE FROM A SPILL.(4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THESTATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL,OR INJURIOUS TO:(A) PUBLIC HEALTH, SAFETY, OR WELFARE;(B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR(C) ANIMALS OR AQUATIC LIFE.(5) "DOWNSTREAM WATER USER" MEANS:(A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D);(B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15;(C) USERS OF RECREATIONAL WATERS; OR(D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL.(6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANTTO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.)(7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHERSTATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE ORON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON ORBY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR ISUNDER COMMON CONTROL WITH, SUCH PERSON.(8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT ORRIGHT-OF-WAY.(9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14).(10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY:(A) RAIL AND MOTOR VEHICLES;(B) AIRCRAFT;(C) WATERCRAFT;(D) PIPELINES; OR(E) OTHER MEANS OF TRANSPORTATION;IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BYTRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THATFACILITY.(11) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE:(A) OF A QUANTITY AND A TYPE; AND(B) PRESENT FOR A DURATION AND IN A LOCATION;SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF.(12) "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATEDBY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTALPROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT ANDCOORDINATE SPECIAL SPILL RESPONSE ACTIVITIES.(13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR:(A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR(B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT.(14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OREXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TOBE REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C.9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANYUNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE,DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUSSUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLESUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACESWHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE THESURFACE AND ENTER THE SOIL.(16) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING:(A) THE SPILL IS CONTAINED; AND(B) FREE MATERIAL IS REMOVED OR NEUTRALIZED.(17) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWINGINFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN ATTHE TIME OF THE REPORT:(A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT.(B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT FROM CLAUSE (A).(C) THE LOCATION OF THE SPILL.(D) THE TIME OF THE SPILL.(E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED.(F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAYFURTHER BE SPILLED.(G) THE DURATION OF THE SPILL.(H) THE SOURCE OF THE SPILL.(I) NAME AND LOCATION OF THE WATERS DAMAGED.(J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL.(K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILLRESPONSE.(L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION.(18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER,SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, ORPARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, ORBORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANYOFF-STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OFPOLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGEFROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO CAUSE WATERPOLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25, 1997,1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILEDJAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:20071219-IR-327070553BFA)327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITYAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED:(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH ORACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS.(2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITYTHAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLYWELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC8-4.1 THAT ARE:(A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR(C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.(3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT:(A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR(B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF:(I) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDINGLAKE MICHIGAN;(II) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327IAC 2-1-11(B);(III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPTLAKE MICHIGAN; OR(IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THEDEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT.(4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH(3), THE FOLLOWING MUST BE REPORTED:(A) SPILLS TO SURFACE WATERS:(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONEHUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;(II) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS; OR(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.(B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY:(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONEHUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;(II) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.(C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY:(I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THEREPORTABLE QUANTITY;(II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR(III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE.(5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE.(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 P.M.: 20IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.:20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA)327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATIONAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BEREPORTED:(1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH ORACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS.(2) SPILLS THAT DAMAGE SURFACE WATERS.(3) SPILLS TO SOIL:(A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED(100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS;(B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; ORC) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11)OF THIS RULE.(4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE.(WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.:20071219-IR-327070553BFA)327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIESAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANYMODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL,UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERSOF THE STATE, DO THE FOLLOWING:(1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLEDMATERIAL FROM ENTERING THE WATERS OF THE STATE.(2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TOACCOMPLISH A SPILL RESPONSE.(3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY,COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTALMANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION:AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745FOR OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATIONBECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THELIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLEPARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHINTWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMESKNOWN.(4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT,OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525 N.SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OFTHE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT.(5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES,EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THEFOLLOWING:(A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10)MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND(B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT OR OCCUPANTS. (WATER POLLUTION CONTROLBOARD; 327 IAC 2-6.1-7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733;READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED FEB 6,2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21, 2007, 1:16P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.:20080625-IR-327080419ACA)327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONSAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE,EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTINGREQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDERSPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES,COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OFENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THESPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THEDELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTIONCONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,2007, 1:16 P.M.: 20071219-IR-327070553BFA)327 IAC 2-6.1-9 COMPLIANCE CONFIRMATIONAUTHORITY: IC 13-14-8-7AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR INTHIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUEA LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NOFURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTIONCONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734;READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21,2007, 1:16 P.M.: 20071219-IR-327070553BFA)SOILS MAPPROJECT LOCATIONAREA MAPCONTACT PERSON FOR EROSIONCONTROL & SEDIMENT PRACTICESWATERFRONT HOMES11731 COLD CREEK COURTZIONSVILLE, INDIANA 46077CONTACT PERSON: PAUL SHOOPMANTELEPHONE: (317) 714-2406EMAIL: PAUL@SHOOPMANHOMES.COMPROJECT LOCATIONC202STORMWATER DETAILS & SPECCIFICATIONS BROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERINGUSES OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIALFROST ACTION, MODERATESHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FORBUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING.DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED IN THIS SOIL.USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURALDAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERELIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE ANDHIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BEREPLACED OR STRENGTHENED WITH SUITABLE MATERIAL.CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ONSLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HASHIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HASCOMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THATAFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELLPOTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOW PERMEABILITY. THE MAIN SOIL FEATURESTHAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATERTABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOWPERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TOBE ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS ANDSMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLYDESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOWSTRENGTH AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FORLOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED ORREPLACED WITH SUITABLE MATERIAL.MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED THE MAIN SOIL FEATURES THAT ADVERSELYAFFECT ENGINEERING USES OF THIS SOIL ARE MODERATE POTENTIAL FROST ACTION,MODERATELY SLOW PERMEABILITY, MODERATE SHRINK-SWELL POTENTIAL, AND LOW STRENGTH.EROSION IS A HAZARD DURING CONSTRUCTION. THIS SOIL IS SUITABLE FOR BUILDING SITES, BUTSLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOW STRENGTH ARE MODERATELIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATION TO THE USE OFTHIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETS NEEDSTO BE STRENGTHENED WITH SUITABLE MATERIAL.MIAMI SILT LOAM, 6-12 PERCENT SLOPES - THIS MODERATELY SLOPING, DEEP, WELL DRAINED SOIL ISON KNOBS AND BREAKS ALONG STREAMS AND DRAINAGEWAYS ON UPLANDS. PERMEABILITY ISMODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE SUBSTRATUM. CONTENT OF ORGANICMATTER IN THE SURFACE LAYER IS MODERATE. SURFACE RUNOFF IS MEDIUM. THIS SOIL IS SUITABLEFOR URBAN DEVELOPMENT. THE MAIN SOILD FEATURES THAT ADVERSELY AFFECT ENGINEERINGUSES OF THE SOIL ARE MODERTAE POTENTIAL FROST ACTION, MODERATE SHRINK-SWELL POTENTIAL,AND MODERATELY SLOW PERMEABILITY. THE HAZARD OF EROSION IS SEVERE DURINGCONSTRUCTION. THIS SOILS HAS MODERATE LIMITATIONS FOR BUILDING SITES. USING PROPERLYDESIGNED FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDATION DRAIN TILEHELP TO REMOVE EXCESS WATER AND TO PREVENT STRUCTURAL DAMAGE FROM SHRINKING ANDSWELLING AND LOW STRENGTH OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADSAND STREETS. THE BASE MATERIAL FOR LOCAL ROADS AND STREETS NEEDS TO BESTRENGTHENED WITH SUITABLE MATERIAL. ROADS AND STREETS SHOULD BE CONSTRUCTD ON THECONTOUR OF SLOPES.Miami Clay loam, 6 to 12 percent slopes, severely erodedSHOALS SILT LOAM. - PERMEABILITY IS MODERATE. AVAILABLE WATER CAPACITY IS HIGH. CONTENT OFORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. THE WATER TABLE IS COMMONLY AT ADEPTH OF 1 TO 3 FEET IN WINTER AND SPRING. THIS SOIL IS GENERALLY UNSUITABLE FORURBAN DEVELOPMENT. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OFTHIS SOIL ARE A SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THIS SOIL ISALSO SUBJECT TO FREQUENT FLOODING. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITESBECAUSE OF SEASONAL HIGH WATER TABLE AND FLOODING.BrCrAMmB2MmC2MoC3Sh ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"WOOD OR METALSTAKES TO SECURETHE STRAW BALES(TWO PER BALE)10' MIN.VARIES10 MIL. PLASTIC LININGSTRAW BALE (TYP)SECTION LINESTRAW BALE (TYP)BINDING WIREWOOD OR METALSTAKES (TYP) - 2 PERBALENATIVE MATERIAL (OPTIONAL)POLYETHYLENE LINING 10MIL. EXTENDING OVERBALES(NO SCALE)TYPE "ABOVE GRADE W/ STRAW BALES"4"WOOD OR METALSTAKES TO SECURETHE STRAW BALES(TWO PER BALE)POLYETHYLENE LINING 10MIL. EXTENDING OVERBALESMETAL PINS OR STAPLESTO SECURE THEPOLYETHYLENE LINING TOTHE STRAW BALESMETAL PINS OR STAPLESTO SECURE THEPOLYETHYLENE LININGTO THE STRAW BALESCONCRETEWASHOUTWOOD POST 3"x3"x8'BLACK LETTER 6" HEIGHT3/8" TREATEDPLYWOOD 48"x24"PAINTED WHITE0.5" LAG SCREWSINSTALLATION1.UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTIONPLAN TO INSTALL THE SYSTEM.2.DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALLTHE CONTAINMENT SYSTEM.3.A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS ANDOTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENELINING.4.INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LININGSHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMEDSYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIALTO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LININGSHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS.5.PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TOCONSTRUCTION EQUIPMENT AND OTHER TRAFFIC.6.PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUTFACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OFWATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL).7.INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS.8.POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATEDLOCATIONS.9.WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS (SEE TEMPORARYCONSTRUCTION INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACHPAD FOR CONCRETE WASHOUT SYSTEMS.3'3'PLAN1.ACTUAL LAYOUT DETERMINED INFIELD.2.THE CONCRETE WASHOUT SIGNSHALL BE INSTALLED WITHIN30FT. OF THE TEMP. CONCRETEWASHOUT FACILITY.SECTIONCONCRETE WASHOUTTEMPORARY CONSTRUCTION INGRESS/EGRESS PAD150' (MIN.)SWPPP INFORMATION SIGNCOPYOFNOICOPY OFIDEMNOTICE OFSUFFICIENCYSWPPP INFORMATIONDETAILED DESCRIPTION OF THE LOCATION OF THESWPPP DOCUMENTATION (BINDER AND SITE MAPS)ON THE SITE.4' (MINIMUM)4' (MINIMUM)SIGN TO BE CONSTRUCTED OF ARIGID MATERIAL, SUCH ASPLYWOOD OR OUTDOOR SIGNBOARD. SIGN MUST BECONSTRUCTED IN A MANNER TOPROTECT DOCUMENTS FROMDAMAGE DUE TO WEATHER (WIND,SUN, MOISTURE, ETC.)."SWPPP INFORMATION" MUST BEDISPLAYED PROMINENTLY ACROSSTHE TOP OF THE SIGN, AS SHOWN INTHE DETAIL.3" MIN.3" MIN.COPYOFDRAINAGEAPPROVALLETTERCOPYOFCONSTRUCTIONSITENOTICE ASAPPLICABLECOPYOFCONSTRUCTIONSITENOTICE ASAPPLICABLECOPYOFCONSTRUCTIONSITENOTICE ASAPPLICABLE(NO SCALE)SEDIMENTATION/SILT FENCEMAXIMUM LOAD SLOPE AND DISTANCE FORWHICH A SILT FENCE IS APPLICABLEINSTALLATIONPREFABRICATED SILT FENCE1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENTSTORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHERELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT.2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH.4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHESOF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH.5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH.6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE.NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS.ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE.MAINTENANCE_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS._ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEETSPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE._ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHENCONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE.REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL2-WOOD POST/STAKES WRAPPEDWITH SILT FENCE AND ROTATED ATLEAST ONE FULL TURN TO SECURESILT FENCE END IN PLACESILT FENCESILT FENCEPOSTTO JOIN TOENDS OF TWOFENCES.EMBEDDED SILT FENCE MATERIAL MIN. 8"INTO GROUND W/ 4" LAID ALONG BOTTOM OFTRENCH. SOIL SLICING IN ACCORDANCEWITH ASTM D 6462 8.2.2 IS ALSOACCEPTABLE.18" (MIN.)GEOTEXTILE FABRIC LAID ONDOWN SLOPE SIDE ANDBOTTOM OF TRENCH8"X4" TRENCH TO BE BACKFILLEDAND COMPACTEDWOVEN FILTER FABRIC SILTFENCE MATERIAL COVERPOST 2"X2" WOOD OR 1.33LBS/FOOT STEEL 6' MAX.SPACINGEMBEDDED SILT FENCE MATERIAL MIN. 8"INTO GROUND W/ 4" LAID ALONG BOTTOM OFTRENCH. SOIL SLICING IN ACCORDANCE WITHASTM D 6462 8.2.2 IS ALSO ACCEPTABLE.18" (MIN.)GEOTEXTILE FABRIC LAIDON DOWN SLOPE SIDE ANDBOTTOM OF TRENCHPOST 2"X2" WOOD OR 1.33 LBS/FOOTSTEEL 8' MAX. SPACINGWIRE FENCE 14 GUAGE (MIN)-6" MESHREQ'D. IN SWALES OR AREAS OFCONCENTRATED FLOWNONWOVEN FILTER FABRIC -SECURE TO POSTS WITH 2" LATH2-WOOD POST/STAKES WRAPPEDWITH SILT FENCE AND ROTATEDAT LEAST TWO FULL TURNS TOPROVIDE A SECURE CONNECTION8" 6" 6" 8" 6" 6"8"X4" TRENCH TO BEBACKFILLED AND COMPACTEDPOSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POSTFENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENINGFABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.LOAD SLOPELESS THAN 2%2 TO 5%5 TO 10%10 TO 20%MORE THAN 20%MAX. DISTANCE ABOVE FENCE100 FT.75 FT.50 FT.25 FT.15 FT.WITHOUT WIRE SUPPORTWITH WIRE SUPPORT(NO SCALE)FLOWFINISH GRADEUNDISTURBEDGROUNDFLOWFINISH GRADEUNDISTURBEDGROUNDREPLACEABLE SEDIMENT BAGSWITH GEOTEXTILE FILTER FABRICSTAINLESSSTEELCLAMPINGBANDSTANDARD 2"OVERFLOWAREA11 GAUGE STEEL SUSPENSION SYSTEMLIFT HANDLESLIFT HANDLESINSTALLATION:1.2.REMOVE GRATEDROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING ORCONCRETE STRUCTURE3.REPLACE GRATESHEET 1 OF 1 DRAWNCHECKEDQAMFGAPPROVEDDWG NOSIZESCALEREVALL PRODUCTS MANUFACTUREDBY INLET & PIPE PROTECTION, INCDISTRIBUTED BY ADSWWW.INLETFILTERS.COM(866) 287-8655 PH(630) 355-3477 FXINFO@INLETFILTERS.COMIPPCITY/STATE:PROJECT:DATE:DR. NO:DR. BY:DETAIL OF A DEWATERING BAGSEWN IN SPOUTPUMPDISCHARGEHOSETIE DOWN STRAPWATERPUMPFLOWDANDY DEWATERINGBAGFILTEREDWATERDANDY DEWATERING BAGÔDANDY DEWATERING BAGÔSPECIFICATIONSMechanical PropertiesTest MethodUnitsMARVGrab Tensile StrengthASTM D 4632kN (lbs)0.9 (205) x 0.9 (205)Grab Tensile ElongationASTM D 4632%50 x 50Puncture StrengthASTM D 4833kN (lbs)0.58 (130)Mullen Burst StrengthASTM D 3786kPa (psi)2618 (380)Trapezoid Tear StrengthASTM D 4533kN (lbs)0.36 (80) X 0.36 (80)UV ResistenceASTM D 4355%70Apparent Opening SizeASTM D 4751Mm (US Std Sieve)0.180 (80)Flow RateASTM D 44911/min/m (gal/min/ft )3866 (95)PermittivityASTM D 4491Sec 1.2-122NOTE: THE DANDY DEWATERING BAGÔ WILL BE MANUFACTURED IN THE U.S.A. FROM ANONWOVEN POLYPROPYLENE FABRIC THAT MEETS OR EXCEEDS THE FOLLOWINGSPECIFICATIONS:SIDE VIEWAGGREGATE OR STRAWUNDERLAY(FOR ADDED FLOW)INSTALLATION:·LIFTING STRAPS (NOT INCLUDED) SHOULD BE PLACED UNDER THE UNIT TOFACILITATE REMOVAL AFTER USE.·UNFOLD DANDY DEWATERING BAG™ ON A STABILIZED AREA OVER DENSEVEGETATION, STRAW, OR GRAVEL (IF AN INCREASED DRAINAGE SURFACE ISNEEDED) OR AS DETAILED IN PLANS.·INSERT DISCHARGE HOSE FROM PUMP INTO DANDY DEWATERING BAG™ A MINIMUMOF SIX (6) INCHES AND TIGHTLY SECURE WITH ATTACHED STRAP TO PREVENTWATER FROM FLOWING OUT OF THE UNIT WITHOUT BEING FILTERED.MAINTENANCE:·REPLACE THE UNIT WHEN ½ FULL OF SEDIMENT OR WHEN SEDIMENT HAS REDUCEDTHE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL RATE.·REMOVE AND DISPOSE OF THE SEDIMENT IN A MANNER SATISFACTORY TO THEENGINEER/INSPECTOR OR IN ONE OF THE FOLLOWING WAYS:·REMOVE THE UNIT AND SEDIMENT FROM ENVIRONMENTALLY SENSITIVE AREAS ANDWATERWAYS. AT THE APPROVED DISPOSAL SITE, SLIT THE UNIT; REMOVE THESEDIMENT AND GRADE SMOOTHLY INTO THE EXISTING TOPOGRAPHY. DISPOSE OFUNIT NO LONGER IN USE AT AN APPROPRIATE RECYCLING OR SOLID WASTEFACILITY.·BURY UNIT ON SITE; REMOVE ANY VISIBLE FABRIC AND SEED.ÔDANDY DEWATERING BAGÔC203STORMWATER DETAILS & SPECCIFICATIONS ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"2"-5" (5 CM-12.5CM)12" (30 CM)6" (15 CM)6" (15 CM)3" (7.5 CM)SLOPE INSTALLATIONSPECIFICATIONS:SITE PREPARATIONMATERIALSINSTALLATIONSITE PREPARATIONSOD BED PREPARATIONLAYING THE SODSLOPE APPLICATIONCHANNEL APPLICATIONMAINTENANCECROSS SECTIONPERSPECTIVE VIEWTABLE 1. TEMPORARY SEEDING SPECIFICATIONS SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2_ ITEMPORARY SEEDTABLE 1. TEMPORARY SEEDING SPECIFICATIONS_ _ _ _ __ _ _ _ SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PHSTEEP BANKS AND CUTS, LOW-MAINTENANCE AREAS (NOT MOWED)LAWNS AND HIGH-MAINTENANCE AREASCHANNELS AND AREAS OF CONCENTRATED FLOWPERMANENT SEEDOPEN LOW-MAINTENANCE AREAS (REMAINING IDLE MORE THAN SIX MONTHS)SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PHSEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PHSEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PHSEASONAL SOIL PROTECTION CHARTPERMANENTSEEDINGSODDINGMULCHINGMETHODSTABILIZATIONSOILSEEDINGDORMANTSEEDINGTEMPORARYA = 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 BUSHEL/ACRE.D = WHEAT OR RYE 2 BUSHEL/ACRE.E = ANNUAL RYEGRASS 40 LBS/ACRE.F = SOD (BLEND 3 IMPROVED VARIETIES).G = STRAW MULCH 2 TONS/ACRE.*/I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER.** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.*KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES.FOR STRUCTURE 38FOR STRUCTURE 41C204STORMWATER DETAILS & SPECCIFICATIONS S89°29'45"E 200.01'NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WEXISTING PONDSTONE LAKEDRIVEWWW WWWWWWWW66656463626160595857565554W W PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.60ASBUILT NP = 898.93EXISTING POND5372156PRAIRIE FALCON DRIVEWWBLOCK "D"BLOCK "C"UDUDUDUD159160161162163164165166167179180181178177176175182183184168169170171172173174STONE LAKEDRIVE STONE LAKEDRIVE185W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW W W WWWWUDUDUDUD UD UD UD U D UDUDUDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUDENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C300DEVELOPMENT PLAN Know what'sbelow.before you dig.CallRWSNEGENERAL NOTES:1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES2.EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTALAND VERTICAL UTILITY LOCATIONS PRIOR TO MAJOR EARTHWORK.3.BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY, OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER,WHICHEVER IS MORE STRINGENT. STREETS SHALL BE COMPACTED PER CITY OF CARMELSPECIFICATIONS. ALL FILL AREAS TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL.4.CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER, OWNER'SREPRESENTATIVE AND CITY OF CARMEL URBAN FORESTER SHALL BE CONSULTED FOR CLEARINGLIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITYINSTALLATION LIMITS AND CUT/FILL AREAS. IF CLEARING LIMITS VARY FROM APPROVEDLANDSCAPE PLAN, THEN CLEARED TREES SHALL BE REPLACED TO BRING FINAL SITE INTOCOMPLIANCE WITH APPROVED LANDSCAPE PLAN.5.NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATERMANAGEMENT PERMIT.6.M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE. M.F.P.G. OF ALL STRUCTURES FRONTING A PONDOR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL ORREGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPEENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERSCAN ENTER A BUILDING.7.M.L.A.G.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO ASTRUCTURE WHEN THE SOIL MEETS THE THE FOUNDATION AROUND THE OUTSIDE OF THESTRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS,PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL.8.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATIONSHALL BE THE RESPONSIBILITY OF THE DEVELOPER.9.SIDEWALKS TO BE 5'-0" AND INSTALLED AS SHOWN ON THIS PLAN10.CURB UNDERDRAINS WILL BE INSTALLED THROUGHOUT THIS ENTIRE PROJECT.11.2' ROLLED CURB & GUTTER SHALL BE INSTALLED THROUGHOUT ENTIRE PROJECT AS SHOWNUNLESS NOTED OTHERWISE.12.A HANDICAPPED RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE A SIDEWALK IS SHOWNINTERSECTING A CURB - SEE DETAIL13.CONTRACTOR TO DESIGNATE SANITARY LATERAL ENDS WITH A WOODEN 2"X4" STAKE, PAINTEDBRIGHT GREEN.14.ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THE PROPOSEDDRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM.15.THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SANITARY SEWER SERVICE MUST BE AMINIMUM OF ONE FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY 48" MANHOLE,OR A GRINDER PUMP SHALL BE REQUIRED.16.THE FINISHED FLOOR ELEVATION SHALL BE MINIMUM 8", ABOVE THE MLAG AND 15" ABOVE BACKOF CURB.17.DO NOT STAKE HOMES FROM THESE PLANS, SEE PLOT PLANS FOR DETAILS OF HOMES ANDDIMENSIONS.18.ALL SANITARY MANHOLE CASTING ELEVATIONS IN NON-PAVED AREAS SHALL BE 3" ABOVE GRADE.19.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THEREQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THEDEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THEDEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITYOF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY.20.ALL STORM WATER DRAINAGE TO BE A PUBLIC SYSTEM WITH THE EXCEPTION OF REAR YARDSSD'S.21.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OFTHE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECTTHE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.BENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUM LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=SOLID WALL UNDERDRAIN=NORMAL POOL ELEVATION=100-YEAR FLOOD ELEVATION=PROPOSED SANITARY SEWER LINE=EXISTING SANITARY SEWER LINE=SANITARY SEWER MANHOLE=SANITARY SEWER LATERAL=PROPOSED WATER LINE=FLOW DIRECTION=EXISTING CONTOURS=PROPOSED ELEVATION=STORM BEEHIVE INLET=STORM INLET=TOP OF CASTING=INVERT=REINFORCED CONCRETE PIPE=MANHOLE=STRUCTURE=DRAINAGE EASEMENT=SANITARY SEWER DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE, UTILITY AND BMP MAINTENANCE EAS=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.S.S.D.&U.E.R.D.&U.E.R.D.U.&B.M.P.E.MEW=TYPICAL=PROPOSED=EXISTING=RADIUS=VARIABLE WIDTH=MINIMUM FLOOD PROTECTION GRADE=RIGHT-OF-WAY=BACK OF CURB=MINIMUM LOWEST ADJACENT GRADE=MINIMUM FINISH FLOOR ELEVATION=DENOTES MFPG & MLAG ELEVATIONS OF PROPOSED HOME AT FRONT AND BACK OF STRUCTURE AND MFFE. NOTE: NO PADS TO BE CONSTRUCTED.=EMERGENCY FLOOD ROUTE=BUILDING SETBACK LINE=HIGH POINT=ADA RAMP=FIRE HYDRANTL.M.E.TYP.PROP.EX.R.V.W.MFPGROWB-BMLAGMFFEB.S.L.*HPUD 52536768697172156157PRAIRIE FALCON DRIVE**WWWWWE(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)S89°29'45"E 200.01'NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WEXISTING PONDSTONE LAKEDRIVEWWW WWWWWWWW666564636261595857565554W W PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.60UDUDUDUD159160161162163164165166167179180181178177176175182183184168169170171172173174STONE LAKEDRIVE STONE LAKEDRIVE185W W W W W W W WWWWWWWWWWWWWWWWWWWWWWW W W W WWWUDUDUDUD UD UD U D U D UD UDUDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUDENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C301STORMWATER MANAGEMENT PLANKnow what'sbelow.before you dig.CallRWSNEBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUM LEGEND =EMERGENCY OVERFLOW ROUTE=100 YEAR PONDING LIMITSSPILLWAY DETAILNOT TO SCALE STONE LAKEDRIVEWWWW WWWWWWW666564636261595857565554W W PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.60E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WNP = 881.5EXISTING POND5372156PRAIRIE FALCON DRIVEWWUDUDUDUD159160161162163164165166167179180181178177176175182183184168169170171172173174STONE LAKEDRIVE STONE LAKEDRIVE185W W W W W W W WWWWWWWWWWWWWWWWWWWWWWW W W WWWWUDUDUDUD UD UD UD UD UD UDUDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUDE(A)E(A)E(A)E(A)ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C302UTILITY PLANKnow what'sbelow.before you dig.CallRWSNE LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=SOLID WALL UNDERDRAIN=NORMAL POOL ELEVATION=100-YEAR FLOOD ELEVATION=PROPOSED SANITARY SEWER LINE=EXISTING SANITARY SEWER LINE=SANITARY SEWER MANHOLE=SANITARY SEWER LATERAL=PROPOSED WATER LINE=FLOW DIRECTION=EXISTING CONTOURS=PROPOSED ELEVATION=STORM BEEHIVE INLET=STORM INLET=TOP OF CASTING=INVERT=REINFORCED CONCRETE PIPE=MANHOLE=STRUCTURE=DRAINAGE EASEMENT=SANITARY SEWER DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE, UTILITY AND BMP MAINTENANCE =CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.S.S.D.&U.E.R.D.&U.E.R.D.U.&B.M.P.E.MEW=TYPICAL=PROPOSED=EXISTING=RADIUS=VARIABLE WIDTH=MINIMUM FLOOD PROTECTION GRADE=RIGHT-OF-WAY=BACK OF CURB=MINIMUM LOWEST ADJACENT GRADE=MINIMUM FINISH FLOOR ELEVATION=DENOTES MFPG & MLAG ELEVATIONS OF PROPOSED HOME AT FRONT AND BACK OF STRUCTURE AND MFFE. NOTE: NO PADS TO BE CONSTRUCTED.=EMERGENCY FLOOD ROUTE=BUILDING SETBACK LINE=HIGH POINTL.M.E.TYP.PROP.EX.R.V.W.MFPGROWB-BMLAGMFFEB.S.L.HPUD S89°29'45"E 200.01'NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WEXISTING PONDSTONE LAKEDRIVEWWW WWWWWWWW66656463626160595857565554W W PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.60ASBUILT NP = 898.93EXISTING POND5372156PRAIRIE FALCON DRIVEWWBLOCK "D"BLOCK "C"UDUDUDUD159160161162163164165166167179180181178177176175182183184168169170171172173174STONE LAKEDRIVE STONE LAKEDRIVE185W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW W W WWWWUDUDUDUD UD UD UD U D UDUDUDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUDENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C303FINISH CONTOUR PLAN Know what'sbelow.before you dig.CallRWSNEGENERAL NOTES:1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES2.EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFY HORIZONTALAND VERTICAL UTILITY LOCATIONS PRIOR TO MAJOR EARTHWORK.3.BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE COMPACTED TO 95%STANDARD PROCTOR DENSITY, OR AS RECOMMENDED BY GEOTECHNICAL ENGINEER,WHICHEVER IS MORE STRINGENT. STREETS SHALL BE COMPACTED PER CITY OF CARMELSPECIFICATIONS. ALL FILL AREAS TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL.4.CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER, OWNER'SREPRESENTATIVE AND CITY OF CARMEL URBAN FORESTER SHALL BE CONSULTED FOR CLEARINGLIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITYINSTALLATION LIMITS AND CUT/FILL AREAS. IF CLEARING LIMITS VARY FROM APPROVEDLANDSCAPE PLAN, THEN CLEARED TREES SHALL BE REPLACED TO BRING FINAL SITE INTOCOMPLIANCE WITH APPROVED LANDSCAPE PLAN.5.NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORM WATERMANAGEMENT PERMIT.6.M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE. M.F.P.G. OF ALL STRUCTURES FRONTING A PONDOR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL ORREGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPEENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERSCAN ENTER A BUILDING.7.M.L.A.G.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO ASTRUCTURE WHEN THE SOIL MEETS THE THE FOUNDATION AROUND THE OUTSIDE OF THESTRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS,PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL.8.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATIONSHALL BE THE RESPONSIBILITY OF THE DEVELOPER.9.SIDEWALKS TO BE 5'-0" AND INSTALLED AS SHOWN ON THIS PLAN10.CURB UNDERDRAINS WILL BE INSTALLED THROUGHOUT THIS ENTIRE PROJECT.11.2' ROLLED CURB & GUTTER SHALL BE INSTALLED THROUGHOUT ENTIRE PROJECT AS SHOWNUNLESS NOTED OTHERWISE.12.A HANDICAPPED RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE A SIDEWALK IS SHOWNINTERSECTING A CURB - SEE DETAIL13.CONTRACTOR TO DESIGNATE SANITARY LATERAL ENDS WITH A WOODEN 2"X4" STAKE, PAINTEDBRIGHT GREEN.14.ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THE PROPOSEDDRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THE OFFSITE SYSTEM.15.THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SANITARY SEWER SERVICE MUST BE AMINIMUM OF ONE FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY 48" MANHOLE,OR A GRINDER PUMP SHALL BE REQUIRED.16.THE FINISHED FLOOR ELEVATION SHALL BE MINIMUM 8", ABOVE THE MLAG AND 15" ABOVE BACKOF CURB.17.DO NOT STAKE HOMES FROM THESE PLANS, SEE PLOT PLANS FOR DETAILS OF HOMES ANDDIMENSIONS.18.ALL SANITARY MANHOLE CASTING ELEVATIONS IN NON-PAVED AREAS SHALL BE 3" ABOVE GRADE.19.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THEREQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THEDEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THEDEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITYOF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY.20.ALL STORM WATER DRAINAGE TO BE A PUBLIC SYSTEM WITH THE EXCEPTION OF REAR YARDSSD'S.21.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OFTHE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECTTHE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THEEXISTING CONDITION OF THE RIGHT-OF-WAY.BENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUM LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=SOLID WALL UNDERDRAIN=NORMAL POOL ELEVATION=100-YEAR FLOOD ELEVATION=PROPOSED SANITARY SEWER LINE=EXISTING SANITARY SEWER LINE=SANITARY SEWER MANHOLE=SANITARY SEWER LATERAL=PROPOSED WATER LINE=FLOW DIRECTION=EXISTING CONTOURS=PROPOSED ELEVATION=STORM BEEHIVE INLET=STORM INLET=TOP OF CASTING=INVERT=REINFORCED CONCRETE PIPE=MANHOLE=STRUCTURE=DRAINAGE EASEMENT=SANITARY SEWER DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE, UTILITY AND BMP MAINTENANCE EAS=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.S.S.D.&U.E.R.D.&U.E.R.D.U.&B.M.P.E.MEW=TYPICAL=PROPOSED=EXISTING=RADIUS=VARIABLE WIDTH=MINIMUM FLOOD PROTECTION GRADE=RIGHT-OF-WAY=BACK OF CURB=MINIMUM LOWEST ADJACENT GRADE=MINIMUM FINISH FLOOR ELEVATION=DENOTES MFPG & MLAG ELEVATIONS OF PROPOSED HOME AT FRONT AND BACK OF STRUCTURE AND MFFE. NOTE: NO PADS TO BE CONSTRUCTED.=EMERGENCY FLOOD ROUTE=BUILDING SETBACK LINE=HIGH POINT=ADA RAMPL.M.E.TYP.PROP.EX.R.V.W.MFPGROWB-BMLAGMFFEB.S.L.HPUD WW676869707172156PRAIRIE FALCON DRIVEWWSANSANSANSANWWBLOCK "B"STONE LAKEDRIVEWWWW 666564W W**UDUDUDUD159160161162163164165166167179180181178177176175182183184168169170171173174STONE LAKEDRIVE STONE LAKEDRIVEW W W W W WWWWWWWWWWWWWWWWWWWWWWWWW W W W W WWUDUDUD UD UD UD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDU D UD UDUD8858908959009059109159209258858908959009059109159209252+252+502+753+003+253+503+754+004+254+504+755+005+255+505+756+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16+00 16+25 16+50 FINISHED GRADEEXISTING GRADEPROFILE LEGENDPROP. GRADE ELEV.EXIST. GRADE ELEV.ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"Know what'sbelow.before you dig.CallRBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMWSNEFINISHED GRADEEXISTING GRADEPROFILE LEGENDPROP. GRADE ELEV.EXIST. GRADE ELEV.NOTES1.CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION, SHALL APPLY TO THIS PROJECT FOR ALLSTREET IMPROVEMENTS.2.ALL CURB RADII AT INTERSECTIONS ARE 25' TO BACK OF CURB UNLESS OTHERWISE NOTED.3.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL ANDSTATE STANDARDS.4.ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLEO.S.H.A. STANDARDS FOR WORKER SAFETY.5.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORECONSTRUCTION BEGINS.6.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALLUTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION.7.SEE SECONDARY PLAT FOR FOR STREET CENTERLINE GEOMETRY, EASEMENT LOCATIONS ANDDESIGNATIONS.8.SEE SHEET C402 FOR STREET DETAILS.9.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THECITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THERIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.C400STREET PLAN AND PROFILE U D U D U D 16 6 16 7 17 9 17 8 17 7 17 6 17 5 16 8 16 9 17 0 17 1 17 2 17 3 17 4STONE LAKEDRIVEW W W W W W W WWWWWWWW W W WWWWWUDUD UD UD UD UDUDUDUDUDUDUDUDUDUDUDUD UD UD UDUDUDUDUD167179178168169170STONE LAKEDRIVEWWWWWWWWWWWWWWWWWWWWWWWWWUDUDUDUDUDUDUDUD (LOCAL SECTION)STONE LAKE DRIVE 289089590090591091592092589089590090591091592092516+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 FINISHED GRADEEXISTING GRADEPROFILE LEGENDPROP. GRADE ELEV.EXIST. GRADE ELEV.T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T (U )T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)WWENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"Know what'sbelow.before you dig.CallRBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMW S N E FINISHED GRADEEXISTING GRADEPROFILE LEGENDPROP. GRADE ELEV.EXIST. GRADE ELEV.NOTES1.CITY OF CARMEL STANDARD SPECIFICATIONS, LATEST EDITION, SHALL APPLY TO THIS PROJECT FOR ALLSTREET IMPROVEMENTS.2.ALL CURB RADII AT INTERSECTIONS ARE 25' TO BACK OF CURB UNLESS OTHERWISE NOTED.3.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL ANDSTATE STANDARDS.4.ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLEO.S.H.A. STANDARDS FOR WORKER SAFETY.5.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORECONSTRUCTION BEGINS.6.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALLUTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION.7.SEE SECONDARY PLAT FOR FOR STREET CENTERLINE GEOMETRY, EASEMENT LOCATIONS ANDDESIGNATIONS.8.SEE SHEET C402 FOR STREET DETAILS.9.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THECITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THERIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.WSNE(INTERSECTION DETAIL)STONE LAKE DRIVEC401STREET PLAN AND PROFILE (WIDENING DETAIL)121st STREET121st STREET SECTION B-BCL121st STREET SECTION A-ACLWSNE121st STREET SECTION C-CCLNOTEGUARDRAIL TYPE AND STYLE TO BE SELECTED BY THEDEVELOPER AND MUST APPROVED BY THE CITY OF CARMEL. ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C402STREET DETAILS ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C403STREET DETAILS ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"”C404STREET SPECIFICATIONS S89°29'45"E 200.01'STONE LAKEDRIVEWW WWWWWWWWW666564636261595857565554W W PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.605372156PRAIRIE FALCON DRIVEWWUDUDUDUD159160161162163164165166167179180181178177176175182183184168169170171172173174STO N E L A K E DRI V E STONE LAKEDRIVE185W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW W W WWWWUDUDUDUD UD UD UD U D UD UDUDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUDENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C405TRAFFIC CONTROL/SIGNAGE/SUMP PLANKnow what'sbelow.before you dig.CallRWSNEBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUM LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=SOLID WALL UNDERDRAIN=NORMAL POOL ELEVATION=100-YEAR FLOOD ELEVATION=PROPOSED SANITARY SEWER LINE=EXISTING SANITARY SEWER LINE=SANITARY SEWER MANHOLE=SANITARY SEWER LATERAL=PROPOSED WATER LINE=FLOW DIRECTION=EXISTING CONTOURS=PROPOSED ELEVATION=STORM BEEHIVE INLET=STORM INLET=TOP OF CASTING=INVERT=REINFORCED CONCRETE PIPE=MANHOLE=STRUCTURE=DRAINAGE EASEMENT=SANITARY SEWER DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE, UTILITY AND BMP MAINTENANCE EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.S.S.D.&U.E.R.D.&U.E.R.D.U.&B.M.P.E.MEW=TYPICAL=PROPOSED=EXISTING=RADIUS=VARIABLE WIDTH=MINIMUM FLOOD PROTECTION GRADE=RIGHT-OF-WAY=BACK OF CURB=MINIMUM LOWEST ADJACENT GRADE=MINIMUM FINISH FLOOR ELEVATION=DENOTES MFPG & MLAG ELEVATIONS OF PROPOSED HOME AT FRONT AND BACK OF STRUCTURE AND MFFE. NOTE: NO PADS TO BE CONSTRUCTED.=EMERGENCY FLOOD ROUTE=BUILDING SETBACK LINE=HIGH POINT=ADA RAMP=FIRE HYDRANT=CLOGGED INLET PONDING (FLOOD ROUTING)L.M.E.TYP.PROP.EX.R.V.W.MFPGROWB-BMLAGMFFEB.S.L.*HPUD6" SSD IN SWALE4" SSD LATERALTO EACH LOT (TYPICAL)EASEMENT2.0'TYPICAL 4" SSD REAR YARDLATERAL DETAILTYPESYMBOLSPECIFICATIONQUANTITYTRAFFIC LEGENDSTOP SIGNR1-11STREET LIGHT16" SSD UNDER CURB4" SSD LATERALTO EACH LOT (TYPICAL)EASEMENT2.0'TYPICAL 4" SSD FRONT YARDLATERAL DETAILSTREET SIGN1SEE DETAIL10-11C ONSHEET C401SEE DETAIL10-44B ONSHEET C401NOTES1.ALL SIGNS ARE INSTALLED BY THE CITY ANDREQUIRE AN ORDINANCE. 875880885890895900905910915875880885890895900905910915FINISHED GRADEEXISTING GRADEGRANULAR BACKFILLPROFILE LEGENDNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60STONE LAKEDRIVE 65W W 162163164165166167179180181178177176175182183184168169170171172173174STONE LAKEDRIVE STONE LAKEDRIVE185W W W W W W W WWWWWWWWWWWWWWWWWWWWWWW W W W WWWDRY PONDSANITARY SEWER PIPE DATA TABLEDOWNSTREAMSTRUCTUREMH-WFW30UPSTREAMSTRUCTUREMH-WFW29SIZE8"MATERIALPVCLENGTH283'SLOPE0.38%EX MH-WFW37SANITARY SEWER STRUCTURE DATA TABLESTRUCTURE NUMBERSTRUCTURE TYPETOP OF CASTINGCASTING TYPEINVERTEXISTINGMH-WFW50MH-WFW51MH-WFW49MH-WFW508"8"PVCPVC154'156'0.45%1.00%MH-WFW31MANHOLE900.85NEENAH R-1642INV IN = 890.10(S)INV OUT = 890.00(NE)EXISTINGEXISTINGEXADJUSTED T.O.C. 904.22MH-WFW37MANHOLE898.83NEENAH R-1642INV IN = 884.93(W)INV IN = 884.93(NE)INV OUT = 884.83(SE)EXISTINGEXISTINGEXADJUSTED T.O.C. 904.51MH-WFW49MH-WFW50MH-WFW51MANHOLEMANHOLEMANHOLE904.87904.96905.86NEENAH R-1642NEENAH R-1642NEENAH R-1642INV IN = 895.06(N)INV OUT = 885.37(SW)INV IN = 895.85(W)INV OUT = 895.75(S)INV OUT = 897.41(E)ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"Know what'sbelow.before you dig.CallRBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMCITY OF CARMEL COVER AND BACKFILL POLICY; 9-8-06WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT-OF-WAYBEDDING, HAUNCHING, INITIAL BACKFILLBEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS AND COMPACTION FOR WATER MAINS, WATERSERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THESTANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICELATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALLINSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THEMATERIAL REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMELDEPARTMENT OF ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILL SHALL BE COMPACTED IN 6-INCHMAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THEMATERIAL PLACED. THE BACKFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THEAGGREGATE SUB-BASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENT OFTHE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THESTANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENTBACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARYSERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVERFROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENTSECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUTUNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENTELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THATHAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORESTRINGENT REQUIREMENT SHALL GOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIREDWILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THECITY ENGINEER.SANITARY SEWER NOTES1.THE CONTRACTOR SHALL CONTACT APPLICABLE UNDERGROUND-PLANTPROTECTION/LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK.2.THE CONTRACTOR SHALL CONTACT THE OWNER AND/OR ENGINEER IF UTILITIESAPPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALLBE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGUTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ONTHE PLANS.3.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHINTHE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BYTHE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND ASEVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THESURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.4.THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORTAND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITHAPPLICABLE UTILITY COMPANY) IS THE EXPRESS RESPONSIBILITY OF THECONTRACTOR.5.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITY OWNERS TOVERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF UTILITIES.6.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITHO.S.H.A. STANDARDS FOR WORKER SAFETY.7.ANY PART OF SANITARY TRENCHES RUNNING UNDER OR WITHIN 5' OFPAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.8.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, ANDELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. ASRELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/ORDISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.9.CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS ANDDOMESTIC/FIRE LINE SERVICE, SHALL MAINTAIN 10' HORIZONTAL AND 18"VERTICAL.10.CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING WHEN THEVERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES)BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" ORLESS.11.SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATERMAIN GRADE PVC.12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURINGCONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIRAND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TOIT'S CONDITION PRIOR TO CONSTRUCTION.13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER,PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATERMANAGEMENT TO CONTROL MOISTURE OF SOILS.14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVEDAREAS.15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENTAND SHALL HAVE TRAFFIC BEARING RINGS AND COVERS RATED FOR H20LOADING.16.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO SANITARY SEWERINSTALLATION.17.SANITARY SEWER LATERALS SHALL BE BACKFILLED WITH GRANULAR MATERIALFOR THE ENTIRE LENGTH OF THE PIPE.18.ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADEELEVATIONS.19.SEE SHEETS C501-C502 FOR SANITARY SEWER DETAILS AND SPECIFICATIONS.WSNEC500SAINTARY PLAN AND PROFILE ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C501SANITARY SEWER DETAILS ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"OUTSIDE DROP DETAIL(NO SCALE)C502SANITARY SEWER DETAILS AND SPECIFICATIONS 885890895900905910915885890895900905910915E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WUDUDUDUD165166167179180181178177176175168169170171172173174STONE LAKEDRIVE185WWWWWWWWWWWWWWWWWW W W WWWWUD UD UD UDU D U D UDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUDENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"Know what'sbelow.before you dig.CallRBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMSTORM SEWER NOTES1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGEASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN.2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THESECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARDSPECIFICATIONS MAY ALSO BE APPLICABLE.3.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNER AND/ORENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALLEXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.4.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITYCOMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATIONIS NOT GUARANTEED.5.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION ANDPROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSEDRESPONSIBILITY OF THE CONTRACTOR.6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.8.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIRWORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.9.CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE, SHALL MAINTAIN 10' HORIZONTAL AND 18" VERTICAL.10.CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARYSEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.11.SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC.12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTINGSTRUCTURE AS NECESSARY TO RETURN IT TO IT'S CONDITION PRIOR TO CONSTRUCTION.13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROLMOISTURE OF SOILS.14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH PLUMBING DRAWINGS.17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION.18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATED FOR H20 LOADING.22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO THE OWNER.24.IF HDPE PIPE IS SPECIFIED USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED EQUAL.25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IF SPECIFIED, COMPARABLE WITHSTORAGE PIPES.26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION.28.SEE SHEET C601 FOR STORM SEWER DETAILSCITY OF CARMEL COVER ANDBACKFILL POLICY; 9-8-06WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREASAND WITHIN RIGHT-OF-WAYBEDDING, HAUNCHING, INITIAL BACKFILLBEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS ANDCOMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARYMAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITHTHE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVERTHE INSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARYMAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5-FEET OFPAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALLINSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROW FORSTRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THEINDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMELDEPARTMENT OF ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILLSHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO NOT LESS THAN 95%STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIALPLACED. THE BACKFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOWTHE START OF THE AGGREGATE SUB-BASE OF THE PAVEMENT SHALL BE NO.53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALLBE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IFTHE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVERTHE INSTALLATION HAS A MORE STRINGENT BACKFILL REQUIREMENT, THEMORE STRINGENT REQUIREMENT SHALL GOVERN.MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS,WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITYSTREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUMCOVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THEINSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALLBITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0",BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OFTHE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPEBE LESS THAN 2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THATHAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENTCOVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALLGOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THATARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASECONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITYENGINEER.FINISHED GRADEEXISTING GRADEPROFILE LEGENDHYDRAULIC GRADE LINEGRANULAR BACKFILL (SEEDETAIL 10-31 ON SHEET C601)ADDITIONAL NOTE:THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVEDDESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES ORDIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELDAPPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMELIN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. ANEXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASEOF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIEDAS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER(AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THETIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THECONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPEAS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGNPLANS AND AS APPROVED BY THE CITY OF CARMEL.WSNEC600STORM PLAN AND PROFILE 65E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)E(A)NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60WUDUDUDUD163164165166167179180181178177176175182183184168169170171172173174STONE LAKEDRIVE185W WWWWWWWWWWWWWWWWWWWWWWW W W WWWWUDUDUD UD UD UD U D UD UDUDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUD875880885890895900905870875880885890895900ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"Know what'sbelow.before you dig.CallRBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMSTORM SEWER NOTES1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATERDISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN.2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS.THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOTSTANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE.3.THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNERAND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TORELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.4.THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUSUTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OFTHIS INFORMATION IS NOT GUARANTEED.5.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION ANDPROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THEEXPRESSED RESPONSIBILITY OF THE CONTRACTOR.6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY.8.ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL.8.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TOTHEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS.9.CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE, SHALL MAINTAIN 10' HORIZONTAL AND 18" VERTICAL.10.CONTRACTOR TO INSTALL CONCRETE CRADLES AT PIPE CROSSING WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEENSANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS.11.SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC.12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THEEXISTING STRUCTURE AS NECESSARY TO RETURN IT TO IT'S CONDITION PRIOR TO CONSTRUCTION.13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROLMOISTURE OF SOILS.14.COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS.15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH PLUMBING DRAWINGS.17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION.18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS.19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATED FOR H20 LOADING.22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO THE OWNER.24.IF HDPE PIPE IS SPECIFIED USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED EQUAL.25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IF SPECIFIED, COMPARABLE WITHSTORAGE PIPES.26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION.28.SEE SHEET C601 FOR STORM SEWER DETAILSCITY OF CARMEL COVER AND BACKFILL POLICY; 9-8-06WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT-OF-WAYBEDDING, HAUNCHING, INITIAL BACKFILLBEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS AND COMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICELATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT ORSIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIALREQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILLSHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILLFOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUB-BASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIALREQUIREMENT OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HASJURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT BACKFILL REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OFJURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTIONTHICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THEPIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVERTHE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION ANDAPPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER.FINISHED GRADEEXISTING GRADEPROFILE LEGENDHYDRAULIC GRADE LINEGRANULAR BACKFILL (SEEDETAIL 10-31 ON SHEET C601)ADDITIONAL NOTE:THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIORFIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATIONOF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVEDDESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATIONAT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLEDTO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.WSNEC601STORM PLAN AND PROFILE ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"DOUBLE INLET STRUCTURECURB INLET TYPE "A"(NO SCALE)"DUMP NO WASTE-DRAINS TO WATERWAY"ROLL CURBTOP OF CASTINGE.J. 7495NEENAH R-3501-TR/TL/ROR EQUALCHAIRBACK CURBTOP OF CASTINGE.J. 7520NEENAH R-3286-8VOR EQUALSLOPE 1/4"/1FTPAVEMENTPIPE SIZES 12" 8"22"X22"6" (TYP.)VARIES 12" MIN.CLASS "A" CONCRETEDIA.SECTIONVARIES (4.0' MAX.) DIA.INLET SET ON 6" BASE OF#8 STONE6" (TYP.)NOTES:1. 6" CONCRETE PRECAST OR POURED IN PLACE2. REFER TO BEDDING DETAIL AS REQUIRED3. VAR. PIPE SIZE 12" MAX STRAIGHT CONNECTIONS ONLY4. PIPE CONNECTION TO BE SEALED WITH NON-SHRINKGROUT5. REFER TO PRECAST CONCRETE ADJUSTING RING DETAILAS REQUIREDADJUSTING RING ASREQUIRED3"2"2"2 REBAR #53.5' EA. WALLC602STORM SEWER DETAILSSECTION A-ASECTION B-BAABBDRY BASIN OUTLET STR. #82NOT TO SCALE NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60STONE LAKEDRIVEWW WWWWWWWWW666564636261595857565554W W PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.605372156PRAIRIE FALCON DRIVEWWUDUDUDUD159160161162163164165166167179180181178177176175182183184168169170171172173174STO N E L A K E DRI V E STONE LAKEDRIVE185W W W W W W W W WWWWWWWWWWWWWWWWWWWWWW W W WWWWUDUDUDUD UD UD UD U D UD UDUDUDUDUDUDUDUDDRY PONDUDUDUDUDUDUDUD UD UDUDENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C700WATER PLANKnow what'sbelow.before you dig.CallRWSNEBENCHMARK INFORMATIONBM BOO 54 - A DNR DISK IS LOCATED 1.0 MILE NORTHEAST OFZIONSVILLE; 0.2 MILE EAST ALONG WEST 121ST STREET FROM ITSJUNCTION WITH STATE ROAD 421, AT THE INTERSECTION OFDAUGHERTY DRIVE AND WEST 121ST STREET, IN THE NORTHEAST 1/4OF THE INTERSECTION, AT THE ENTRANCE TO THE EAGLE VILLAGESUBDIVISION; SET IN THE TOP OF A CONCRETE POST, LEVEL WITHTHE GROUND; A DEPARTMENT OF NATURAL RESOURCES BRASSCONTROL STATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUM LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=SOLID WALL UNDERDRAIN=NORMAL POOL ELEVATION=100-YEAR FLOOD ELEVATION=PROPOSED SANITARY SEWER LINE=EXISTING SANITARY SEWER LINE=SANITARY SEWER MANHOLE=SANITARY SEWER LATERAL=PROPOSED WATER LINE=FLOW DIRECTION=EXISTING CONTOURS=PROPOSED ELEVATION=STORM BEEHIVE INLET=STORM INLET=TOP OF CASTING=INVERT=REINFORCED CONCRETE PIPE=MANHOLE=STRUCTURE=DRAINAGE EASEMENT=SANITARY SEWER DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE AND UTILITY EASEMENT=REGULATED DRAINAGE, UTILITY AND BMP MAINTENANCE EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.S.S.D.&U.E.R.D.&U.E.R.D.U.&B.M.P.E.MEW=TYPICAL=PROPOSED=EXISTING=RADIUS=VARIABLE WIDTH=MINIMUM FLOOD PROTECTION GRADE=RIGHT-OF-WAY=BACK OF CURB=MINIMUM LOWEST ADJACENT GRADE=MINIMUM FINISH FLOOR ELEVATION=DENOTES MFPG & MLAG ELEVATIONS OF PROPOSED HOME AT FRONT AND BACK OF STRUCTURE AND MFFE. NOTE: NO PADS TO BE CONSTRUCTED.=EMERGENCY FLOOD ROUTE=BUILDING SETBACK LINE=HIGH POINT=ADA RAMP=FIRE HYDRANT=CLOGGED INLET PONDING (FLOOD ROUTING)L.M.E.TYP.PROP.EX.R.V.W.MFPGROWB-BMLAGMFFEB.S.L.*HPUDTHERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT,CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT-OF-WAYWITH THE EXCEPTION OF CURB INLET CASTINGS.ALL WATER SERVICE LINES TO END 5'-8' BEHIND SIDEWALK.WATER AND SEWER UNDER PAVEMENT,SIDEWALK, PAVED AREAS AND WITHINRIGHT-OF-WAYBEDDING, HAUNCHING, INITIAL BACKFILLBEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS AND COMPACTIONFOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARYSERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICEOF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINSAND SANITARY SERVICE LATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT ORSIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONS WITHIN CITYRIGHT-OF-WAY SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THEMATERIAL REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVEDBY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING AT TIME OFINSTALLATION. FINAL BACKFILL SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTSTO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTHOF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6-INCHES OF THEEXCAVATION BELOW THE START OF THE AGGREGATE SUB-BASE OF THEPAVEMENT SHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENT OFTHE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARDPROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HASJURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT BACKFILLREQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.MINIMUM COVER FOR PIPE CROSSINGS WITHINCITY RIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATERSERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS,REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THETOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALLBE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATEMATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCESSHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENTELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THE STANDARDPRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HASA MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENTREQUIREMENT SHALL GOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARELESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASECONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITYENGINEER.LEGENDWWT(A)E(A)GTELEPHONE POLEGAS POLEINLETTREEGAS VALEADAPTERBENDKICKER BLOCKMETER PITINLINE GATE VALVEEXISTING WATER MAINPROPOSED WATER MAINPROPOSED WATER LATERALCASING PIPEGAS LINESTELEPHONE LINESELECTRIC LINESPROPOSED HYDRANT WITHHYDRANT VALVEEXISTING HYDRANTWITH HYDRANT VALVEBUTTERFLY VALVEVALVEBLOWOFF ASSEMBLYAIR RELIEF VALVEPLUGREDUCERT.J. TEEM.J. SLEEVECROSS ENGINEERS 317 | 846 - 6611 800 | 452 - 6408 317 | 843 - 0546 fax WEIHE Land Surveying | Civil Engineering Landscape Architecture ALLAN H. WEIHE, P.E., L.S. - FOUNDER 10505 N. College Avenue Indianapolis, Indiana 46280 weihe.netWATERFRONT OF WEST CLAY SECTION FIVE "B"C701WATER DETAILS