HomeMy WebLinkAboutWaterfront at W Clay Sec 5A_Construction Plans_2018-08-22W 121ST STREETW 116TH STREETWEST ROAD
FUTURE SECTIONEXISTING SECTION 6EXISTINGSECTION 4BEXISTINGSECTION 2BEXISTINGSECTION 1EXISTINGSECTION 3EXISTINGSECTION 4AEAGLE RIDGE LANEM
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IVE AVEDON WAYEAGLETREECOURTEAGLERUNWAYGOLDEN EALGECOURTWATER BRIDGE DRIVECOLD CREEK COURTEXISTINGSECTION54PRAIRIE555657585960616263646566EXISTINGSECTION 2CEXISTINGSECTION 2CSTONE LAKE
FALCON DRIVEDRIVE
COMMONAREAMmB2MmC2MmB2MmB2MmC2BrShSxMoC3MoC3MmB2MmB2MmB2MmC2CrACrABrMmB2MmB2MmB2GeBrBrMmC2MmC2MoD3MoC3MoC3BrBrCrAMmC2CrACrABrCrACrACONSTRUCTION PLANS FORWATERFRONT OF WEST CLAYSECTION FIVE "A"& MASS GRADING OF FUTURE SECTION 5B4455 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 CITIZENS WESTFIELD DETAIL SHEETS.OPERATING AUTHORITIESCITY OF CARMELONE CIVIC SQUARECARMEL, IN 46032317-571-2441Attn: JEREMY KASHMANSITE MAP1"=250'CITY OF CARMEL FIRE DEPARTMENTTWO CIVIC SQUARECARMEL, IN 46032317-571-2600Attn: CHRIS ELLISONCLAY TOWNSHIP REGIONAL WASTE DISTRICT10701 N. COLLEGE AVENUE, SUITE AINDIANAPOLIS, IN 46280317-844-9200Attn: RYAN HARTMANHAMILTON COUNTY SURVEYOR'S OFFICEONE HAMILTON SQUARE, SUITE 188HAMILTON COUNTY JUDICIAL CENTERNOBLESVILLE, INDIANA 46060317-776-8495Attn: GREG HOYESBRIGHTHOUSE NETWORKS3030 ROOSEVELT AVE.INDIANAPOLIS, IN 46218317-632-9077Attn: JASON KIRKMANDUKE ENERGY16475 SOUTHPORK DRIVEWESTFIELD, IN 46074317-896-6711Attn: Shirley HunterCARMEL UTILITES760 3RD AVENUE S.W.CARMEL, IN 46032317-571-2443Attn: John DuffyVECTREN ENERGYP.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 THISSOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIALFROST ACTION, MODERATE SHRINK-SWELL POTENTIAL,AND MODERATE PERMEABILITY. THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BEARTIFICIALLY DRAINED AND PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTSSHOULD NOT BE CONSTRUCTED IN THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPSTO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOILHAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF THE SEASONAL HIGH WATER TABLE ANDHIGH POTENTIAL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED ORSTRENGTHENED WITH SUITABLE MATERIAL.CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPINGUPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH AVAILABLEWATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL STARTING ATA DEPTH BETWEEN 20-40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARESEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOWPERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OF THIS SOIL ARE ASEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, ANDSLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BEARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGSWITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS ANDFOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OFTHE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADSNEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL.MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT 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. THISSOIL IS SUITABLE FOR BUILDING SITES, BUT SLOPE, CLAYEY TEXTURE, SHRINKING AND SWELLING, AND LOWSTRENGTH ARE MODERATE LIMITATIONS THAT NEED TO BE OVERCOME. LOW STRENGTH IS A SEVERE LIMITATIONTO THE USE OF THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETSNEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL.MIAMI SILT LOAM, 6-12 PERCENT SLOPES - THIS MODERATELY SLOPING, DEEP, WELL DRAINED SOIL IS ON KNOBSAND BREAKS ALONG STREAMS AND DRAINAGEWAYS ON UPLANDS. PERMEABILITY IS MODERATE IN THE SUBSOILAND MODERATELY SLOW IN THE SUBSTRATUM. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER ISMODERATE. SURFACE RUNOFF IS MEDIUM. THIS SOIL IS SUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOILDFEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THE SOIL ARE MODERTAE POTENTIAL FROST ACTION,MODERATE SHRINK-SWELL POTENTIAL, AND MODERATELY SLOW PERMEABILITY. THE HAZARD OF EROSION ISSEVERE DURING CONSTRUCTION. THIS SOILS HAS MODERATE LIMITATIONS FOR BUILDING SITES. USING PROPERLYDESIGNED FOUNDATIONS, FOOTINGS, AND BASEMENT WALLS AND USING FOUNDATION DRAIN TILE HELP TOREMOVE EXCESS WATER AND TO PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOWSTRENGTH OF THE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASEMATERIAL FOR LOCAL ROADS AND STREETS NEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL. ROADS ANDSTREETS SHOULD BE CONSTRUCTD ON THE CONTOUR OF SLOPES.Miami Clay loam, 6 to 12 percent slopes, severely erodedBrAREA LOCATION MAPNO SCALEPLANS PREPARED BYWEIHE ENGINEERS, INC.10505 N. COLLEGE AVE.INDIANAPOLIS, INDIANA 46280TELEPHONE: (317) 846-6611FAX: (317) 843-0546CONTACT PERSON: ALVIN E. SKOOG JR., P.E.EMAIL: SKOOGR@WEIHE.NETPLANS PREPARED FORWATERFRONT HOMES12080 ABNEY RUN DRIVEZIONSVILLE, 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 "A" & MASS GRADING
FOR FUTURE 5B SHEET INDEXDESCRIPTIONWATER MAIN PLANC700STORMWATER POLLUTION PREVENTION PLAN PHASE 1STREET PLAN & PROFILESANITARY SEWER PLAN & PROFILESTORM SEWER PLAN & PROFILE TITLE SHEETC500-C501C200-C201C400C600C001STORMWATER POLLUTION PREVENTION PLAN PHASE 2C202-C203STORMWATER POLLUTION PREVENTION DETAILS & SPECS.C204-C206TRAFFIC CONTROL/SIGNAGE/SUMP PLANC404SHEET NO.WATER PLAN DETAILSC701STREET DETAILSC401-C403SANITARY SEWER DETAILSC502SANITARY SEWER DETAILS AND SPECIFICATIONSC503DEVELOPMENT PLANC300-C301STORM SEWER DETAILSC601EXISTING 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 QUARTER NORTH 89DEGREES 58 MINUTES 25 SECONDS EAST (BEARING BASED UPON DIRECTION OF SAID NORTH LINE FROM LIMITED WARRANTY DEED INSTRUMENTNO. 2012001120) 1367.07 FEET TO A POINT ON THE NORTHERLY EXTENSION OF THE EAST LINE OF WEST ROAD; THENCE SOUTH 00 DEGREES 03MINUTES 23 SECONDS EAST ON AND ALONG SAID EAST LINE AND ITS NORTHERLY EXTENSION 92.12 FEET TO THE NORTHWEST CORNER OF THESANCTUARY AT 116TH STREET, SECTION TWO “C”, RECORDED AS INSTRUMENT NUMBER _____________________________ ON FILE IN THE OFFICE OFTHE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON AND ALONG THE EXTERIOR BOUNDARY OF SAID SANCTUARY AT 116TH STREETSECTION TWO “C” BY THE FOLLOWING SEVEN (7) COURSES: 1) NORTH 90 DEGREES 00 MINUTES 00 SECONDS EAST 257.67 FEET; THENCE 2) 55DEGREES 58 MINUTES 50 SECONDS EAST 94.77 FEET; THENCE 3) SOUTH 17 DEGREES 47 MINUTES 42 SECONDS EAST 92.03 FEET; THENCE 4) SOUTH32 DEGREES 08 MINUTES 48 SECONDS WEST 84.91 FEET; THENCE 5) SOUTH 29 DEGREES 48 MINUTES 56 SECONDS WEST 130.74 FEET; THENCE 6)SOUTH 26 DEGREES 09 MINUTES 51 SECONDS WEST; THENCE 7) SOUTH 03 DEGREES 29 MINUTES 58 SECONDS WEST 209.89 FEET TO THE POINT OFBEGINNING; THENCE SOUTH 86 DEGREES 30 MINUTES 02 SECONDS EAST 702.59 FEET; THENCE SOUTH 45 DEGREES 00 MINUTES 00 SECONDS EAST400.84 FEET; THENCE SOUTH 89 DEGREES 29 MINUTES 45 SECONDS EAST 200.01 FEET; TO A POINT ON THE WEST LINE OF SAID SOUTHWESTQUARTER; THENCE SOUTH 00 DEGREES 30 MINUTES 00 SECONDS WEST ON AND ALONG SAID WEST LINE 328.93 FEET TO THE SOUTHEAST CORNEROF THE NORTHEAST QUARTER OF SAID SOUTHWEST QUARTER; THENCE SOUTH 89 DEGREES 53 MINUTES 13 SECONDS WEST 197.13 FEET TO THENORTHEAST CORNER OF THE SANCTUARY AT 116TH STREET, SECTION THREE, THE PLAT OF WHICH IS RECORDED AS INSTRUMENT NUMBER2009067735, ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE NORTH 81 DEGREES 13 MINUTES 08 SECONDSWEST ON AND ALONG THE NORTH LINE OF SAID SANCTUARY AT 116TH STREET, SECTION THREE A DISTANCE OF 985.82 FEET TO A POINT ON THEPERIMETER OF THE SANCTUARY AT 116TH STREET, SECTION TWO “C”, THE PLAT OF WHICH IS RECORDED AS INSTRUMENT NUMBER_____________________________ ON FILE IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA; THENCE ON AND ALONG THEEXTERIOR BOUNDARY OF SAID SANCTUARY AT 116TH STREET, SECTION TWO “C” BY THE FOLLOWING SIX (6) COURSES: 1) NORTH 09 DEGREES 56MINUTES 18 SECONDS EAST 88.83 FEET; THENCE 2) NORTH 15 DEGREES 37 MINUTES 17 SECONDS WEST 96.43 FEET; THENCE 3) NORTH 77 DEGREES21 MINUTES 37 SECONDS EAST 54.56 FEET; THENCE 4) NORTH 03 DEGREES 29 MINUTES 58 SECONDS EAST 199.76 FEET; THENCE 5) NORTH 86DEGREES 30 MINUTES 02 SECONDS WEST 72.16 FEET; THENCE 6) NORTH 03 DEGREES 29 MINUTES 58 SECONDS EAST 111.00 FEET TO THE POINT OFBEGINNING, CONTAINING 12.76 ACRES, MORE OR LESS.DISTURBED ACREAGE =12.78 ± AC.TOTAL ACREAGE: 12.763 ACDISTURBED AREA: 6.879 ACNUMBER OF LOTS: 13DENSITY: 1.02 LOTS/ACSTREET LENGTH:PRAIRIE FALCON DRIVE: 657.6 LFSTONE LAKE DRIVE: 150 LFTOTAL LENGTH: 807.6DESIGN SPEED: 25 MPHSTORMWATER MANAGEMENT PLANC302BUTILITY PLANC303-C304PROPOSED SPILLWAYSC302AMASS GRADING PLAN - SECTION 5BC301A
AUBURN CREEK CROSSINGTREES TO BE REMOVED AS NEED TOINSTALL PROPOSED SANITARY SEWER,AND REPLACED WITH LIKE, KIND,QUALITY AND SIZE AFTER INSTALLATIONOF THE SANITARY SEWER.TREES TO BE REMOVED AS NEED TOINSTALL PROPOSED SANITARY SEWER,AND REPLACED WITH LIKE, KIND,QUALITY AND SIZE AFTER INSTALLATIONOF THE SANITARY SEWER.2" TREE2" TREE2" TREE6" PINE TREE6" PINE TREEWWSAN5051 5253676869707172156157158PRAIRIE FALCON DRIVE**WWWSANSANSANWWBLOCK "B"BLOCK "D"BLOCK "C"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)S86°30'02"E 702.59'S45°00'00"E 400.84'S89°29'45"E 200.01'S00°30'00"W 328.93'S89°53'13"W 197.13'N81°13'07"W 985.82'N09°56'18"E 88.83'N15°37'17"W 96.43'N77°21'37"E 54.56'N03°29'58"E 199.76'N86°30'02"W 72.16'N03°29'58"E 111.00'TREES TO BE REMOVED AS NEED TOINSTALL PROPOSED SANITARY SEWER,AND REPLACED WITH LIKE, KIND,QUALITY AND SIZE AFTER INSTALLATIONTREES TO BE REMOVED AS NEED TOINSTALL PROPOSED SANITARY SEWER,AND REPLACED WITH LIKE, KIND,QUALITY AND SIZE AFTER INSTALLATIONOF THE SANITARY SEWER.TREES TO BE REMOVED ASNEED TO INSTALL PROPOSEDSANITARY SEWER, ANDREPLACED AFTER INSTALLATIONOF THE SANITARY SEWER.TREES TO BE REMOVED ASNEEDED. TO INSTALL PROPOSEDSANITARY SEWER.TREES TO BE REMOVED AS NEEDED.TREES TO BE REMOVED AS NEEDED.TREES TO BE REMOVED AS NEEDED.TREES TO BE REMOVED AS NEEDED.TREES TO BE REMOVED ASNEEDED. TO INSTALL PROPOSEDSANITARY SEWER.TREES TO BE REMOVED ASNEEDED. TO INSTALL PROPOSEDSANITARY SEWER.TREES TO BE REMOVED ASNEED TO INSTALL PROPOSEDSANITARY SEWER, ANDREPLACED AFTER INSTALLATIONOF THE SANITARY SEWER.TREES TO BE REMOVED ASNEEDED. TO INSTALL PROPOSEDSANITARY SEWER.CONTRACTOR TO COORDINATEWITH EXISTING UTILITIES ANDWITH HOME OWNER REGARDINGREMOVAL AND REPLACEMENTOF ASPHALT DRIVE AS NEEDEDTO INSTALL SANITARY SEWER2" TREE2" TREE2" TREE2" TREE2" TREE6" PINE TREETREES TO BE REMOVED AS NEEDED. TOINSTALL PROPOSED STORM SEWER.TREES TO BE REMOVED AS NEEDED.TREES TO BE REMOVED AS NEEDED.TREES TO BE REMOVED AS NEEDED.TREES TO BE REMOVED AS NEEDED.TREES TO BE REMOVED AS NEEDED.TREES TO BEREMOVED ASNEEDED.TREES TO BEREMOVED ASNEEDED.TREES TO BEREMOVED ASNEEDED.TREES TO BE REMOVED ASNEEDED. TO INSTALL PROPOSEDSANITARY SEWER.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 "A" & MASS GRADING
FOR FUTURE 5BC100EXISTING CONDITIONS / DEMOLITION 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMTOP 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 ARROWPROPOSED PIPE BOLLARDEXIST. STORM INLETHVAC UNITEXIST. IRON PIN & OR PK (SET/FOUND)CONCRETE END SECTION (C.E.S.)EXIST. TELEPHONE PEDESTALRIGHT-OF-WAY LINEEXIST. CONTOURSPROPOSED MANHOLE (MH)PROPOSED STORM SEWER LINEPROPOSED ELEVATIONEXIST. 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 LINEPROPOSED SANITARY SEWER LINEPROPOSED CONTOURSELECTRIC LINEEXIST. STORM/SAN./TELE. MANHOLEEXIST. MONITOR WELLPROPOSED HDPE ROOF DRAINMAILBOXLIGHT POLEEXIST. BOLLARDTRANSFORMERGATE POSTPARKING COUNTHIGH DENSITY POLYETHYLENEFLOW LINETOP OF WALLPROPOSED DIRECTIONAL SIGNEXISTING TREE LINESTMWGOHUTE
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DDDDDDDDDSFDSFDN15°37'17"W 96.43'N77°21'37"E 54.56'N03°29'58"E 199.76'N86°30'02"W 72.16'N03°29'58"E 111.00'525367686971PRAIRIE FALCON DRIVE**WWWBLOCK "D"SFSF SF SF SFSFSFSFSF SF SF SFIPIPIPIPDDD D D D D DDD D D D D DDD DDDDDDSF SF SFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSF PHASE 1EROSIONCONTROL(BEFORE MAJOREARTHWORK)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 "A" & MASS GRADING
FOR FUTURE 5BC200STORM 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION 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 =12.78 ± AC.CONTACT PERSON FOR EROSIONCONTROL & SEDIMENT PRACTICESWATERFRONT HOMES12080 ABNEY RUN DRIVEZIONSVILLE, INDIANA 46077CONTACT PERSON: PAUL SHOOPMANTELEPHONE: (317) 714-2406EMAIL: PAUL@SHOOPMANHOMES.COM
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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 "A" & MASS GRADING
FOR FUTURE 5BBENCHMARK 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMC201STORM WATER POLLUTION PREVENTION PLAN PHASE 1Know what'sbelow.before you dig.CallRWSNEPHASE 1 EROSION CONTROL(BEFORE MAJOR EARTHWORK)PRECONSTRUCTION ACTIVITIES“”CONSTRUCTION SEQUENCING“” PLAN NOTES:LEGENDSFDIPDISTURBED ACREAGE =12.78 ± AC.CONTACT PERSON FOR EROSIONCONTROL & SEDIMENT PRACTICESWATERFRONT HOMES12080 ABNEY RUN DRIVEZIONSVILLE, INDIANA 46077CONTACT PERSON: PAUL SHOOPMANTELEPHONE: (317) 714-2406EMAIL: PAUL@SHOOPMANHOMES.COM
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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 "A" & MASS GRADING
FOR FUTURE 5BKnow what'sbelow.before you dig.CallRC202STORMWATER POLLUTION PREVENTION PLAN PHASE 2 PHASE 2EROSIONCONTROL(AFTER MAJOREARTHWORK)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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE ON 1988 DATUMNWESPRECONSTRUCTION ACTIVITIES“”CONSTRUCTION SEQUENCING“” PLAN NOTES:DISTURBED ACREAGE =12.78 ± AC.CONTACT PERSON FOR EROSIONCONTROL & SEDIMENT PRACTICESWATERFRONT HOMES12080 ABNEY RUN DRIVEZIONSVILLE, INDIANA 46077CONTACT PERSON: PAUL SHOOPMANTELEPHONE: (317) 714-2406EMAIL: PAUL@SHOOPMANHOMES.COMIP
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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 "A" & MASS GRADING
FOR FUTURE 5BKnow what'sbelow.before you dig.CallRC203STORMWATER POLLUTION PREVENTION PLAN PHASE 2 PHASE 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE ON 1988 DATUMNWESPRECONSTRUCTION ACTIVITIES“”CONSTRUCTION SEQUENCING“” PLAN NOTES:DISTURBED ACREAGE =12.78 ± AC.CONTACT PERSON FOR EROSIONCONTROL & SEDIMENT PRACTICESWATERFRONT HOMES12080 ABNEY RUN DRIVEZIONSVILLE, INDIANA 46077CONTACT PERSON: PAUL SHOOPMANTELEPHONE: (317) 714-2406EMAIL: PAUL@SHOOPMANHOMES.COMIP
MoC3MmB2MmB2MmB2MmB2GeBrBrMmC2MmC2CrABrCrAENGINEERS 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 "A" & MASS GRADING
FOR FUTURE 5BC204 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 27, 31 & 3011, SEE SHEET C300.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 27 & 31 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 HOMES12080 ABNEY RUN DRIVEZIONSVILLE, INDIANA 46077CONTACT PERSON: PAUL SHOOPMANTELEPHONE: (317) 714-2406EMAIL: PAUL@SHOOPMANHOMES.COMPROJECT LOCATIONBROOKSTON SILTY CLAY LOAM. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECTENGINEERING USES OF THIS SOIL ARE SEASONAL HIGH WATER TABLE, HIGH POTENTIALFROSTACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATE PERMEABILITY. THIS SOIL HASSEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED ANDPROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULDNOT BE CONSTRUCTED IN THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGSHELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLINGOF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OFTHE SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION. THE BASE MATERIALFOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE MATERIAL.CROSBY SILT LOAM, 0-3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE ANDON SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY.IT HAS HIGH AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT.THE SOIL HAS COMPACT TILL STARTING AT A DEPTH BETWEEN 20-40 INCHES. THE MAIN SOILFEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER TABLE,MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND SLOWPERMEABILITY. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT THE ENGINEERING USES OFTHIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGHPOTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONSFOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY DRAINED TO PREVENT WETNESSFROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOTBE CONSTRUCTED ON THIS SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGSHELPS TO PREVENT STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING ANDSWELLING OF THE SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS.THE BASE MATERIAL FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLEMATERIAL.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 USEOF THIS SOIL FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS AND STREETSNEEDS TO BE STRENGTHENED WITH SUITABLE MATERIAL.MIAMI SILT LOAM, 6-12 PERCENT SLOPES - THIS MODERATELY SLOPING, DEEP, WELL DRAINEDSOIL IS ON KNOBS AND BREAKS ALONG STREAMS AND DRAINAGEWAYS ON UPLANDS.PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE SUBSTRATUM.CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. SURFACE RUNOFF ISMEDIUM. THIS SOIL IS SUITABLE FOR URBAN DEVELOPMENT. THE MAIN SOILD FEATURES THATADVERSELY AFFECT ENGINEERING USES OF THE SOIL ARE MODERTAE POTENTIAL FROSTACTION, MODERATE SHRINK-SWELL POTENTIAL, AND MODERATELY SLOW PERMEABILITY. THEHAZARD OF EROSION IS SEVERE DURING CONSTRUCTION. THIS SOILS HAS MODERATELIMITATIONS FOR BUILDING SITES. USING PROPERLY DESIGNED FOUNDATIONS, FOOTINGS, ANDBASEMENT WALLS AND USING FOUNDATION DRAIN TILE HELP TO REMOVE EXCESS WATER ANDTO PREVENT STRUCTURAL DAMAGE FROM SHRINKING AND SWELLING AND LOW STRENGTH OFTHE SOIL. THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASEMATERIAL 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 erodedBrCrAMmB2MmC2MoC3
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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 "A" & MASS GRADING
FOR FUTURE 5BC205 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 BAGÔ
ENGINEERS 317 | 846 - 6611
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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 "A" & MASS GRADING
FOR FUTURE 5BC206 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 VIEWTEMPORARY SEEDTABLE 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 27FOR STRUCTURE 31FOR STRUCTURE 3011
S86°30'02"E 702.59'S45°00'00"E 400.84'S89°29'45"E 200.01'S00°30'00"W 328.93'N81°13'07"W 985.82'N09°56'18"E 88.83'N15°37'17"W 96.43'N77°21'37"E 54.56'N03°29'58"E 199.76'N86°30'02"W 72.16'N03°29'58"E 111.00'W5152536768697172156157158PRAIRIE FALCON DRIVE**WWWSANSANSANSANWWBLOCK "D"BLOCK "C"STONE LAKEDRIVEWWWWWWW
WWWW66656463626160595857565554W WPRAIRIE FALCONDRIVESANSANSAN
SAN
SAN SANSANSANSANSANSANSANSANSANNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***SAN10 YR = 899.25100 YR = 899.60ENGINEERS 317 | 846 - 6611
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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 "A" & MASS GRADING
FOR FUTURE 5BC300DEVELOPMENT PLANKnow what'sbelow.before you dig.CallRWSNEGENERAL NOTES:1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES2.EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELDVERIFY HORIZONTAL AND VERTICAL UTILITY LOCATIONS PRIOR TO MAJOREARTHWORK.3.BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BECOMPACTED TO 95% STANDARD PROCTOR DENSITY, OR AS RECOMMENDEDBY GEOTECHNICAL ENGINEER, WHICHEVER IS MORE STRINGENT. STREETSSHALL BE COMPACTED PER CITY OF CARMEL SPECIFICATIONS. ALL FILLAREAS TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL.4.CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE.OWNER, OWNER'S REPRESENTATIVE AND CITY OF CARMEL URBANFORESTER SHALL BE CONSULTED FOR CLEARING LIMITS. CLEARING LIMITSSHALL CONSIST OF ALL TREES WITHIN STREET AREAS, UTILITYINSTALLATION LIMITS AND CUT/FILL AREAS. IF CLEARING LIMITS VARY FROMAPPROVED LANDSCAPE PLAN, THEN CLEARED TREES SHALL BE REPLACEDTO BRING FINAL SITE INTO COMPLIANCE WITH APPROVED LANDSCAPE PLAN.5.NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.6.M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE. M.F.P.G. OF ALLSTRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOODELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPEENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBERWHERE FLOOD WATERS CAN ENTER A BUILDING.7.M.L.A.G.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWESTGRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE THEFOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDINGSTRUCTURAL 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 EXPENSEOF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THEPROPOSED R/W.9.SIDEWALKS TO BE 5'-0" AND INSTALLED AS SHOWN ON THIS PLAN10.CURB UNDERDRAINS WILL BE INSTALLED THROUGHOUT THIS ENTIREPROJECT.11.2' ROLLED CURB & GUTTER SHALL BE INSTALLED THROUGHOUT ENTIREPROJECT AS SHOWN UNLESS NOTED OTHERWISE.12.A HANDICAPPED RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE ASIDEWALK IS SHOWN INTERSECTING A CURB - SEE DETAIL13.CONTRACTOR TO DESIGNATE SANITARY LATERAL ENDS WITH A WOODEN2"X4" STAKE, PAINTED BRIGHT GREEN.14.ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTEDINTO THE PROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVEDRAINAGE FOR THE OFFSITE SYSTEM.15.THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SANITARY SEWERSERVICE MUST BE A MINIMUM OF ONE FOOT ABOVE THE TOP OF CASTINGOF THE NEAREST SANITARY 48" MANHOLE, OR A GRINDER PUMP SHALL BEREQUIRED.16.THE FINISHED FLOOR ELEVATION SHALL BE MINIMUM 8", ABOVE THE MLAGAND 15" ABOVE BACK OF CURB.17.DO NOT STAKE HOMES FROM THESE PLANS, SEE PLOT PLANS FOR DETAILSOF HOMES AND DIMENSIONS.18.ALL SANITARY MANHOLE CASTING ELEVATIONS IN NON-PAVED AREAS SHALLBE 3" ABOVE GRADE.19.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAYSHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OFENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEWTHE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THEWORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS ITRELATES TO WORK WITHIN THE EXISTING AND PROPOSED CITYRIGHT-OF-WAY.20.ALL STORM WATER DRAINAGE TO BE A PUBLIC SYSTEM WITH THEEXCEPTION OF REAR YARD SSD'S.21.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.22.CONTRACTOR TO PUMP DOWN THE LAKE ELEVATION TO ALLOW FORPLACEMENT OF FILL AT THE REAR OF LOTS 57, 58, 60, 61, 62, 63 AND 64.EXISTING MATERIAL IS TO BE DRIED OR REMOVED PRIOR TO THEPLACEMENT OF FILL SO THAT PROPER COMPACTION CAN BE ACHIEVED.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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION 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=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=DRAINAGE AND UTILITY EASEMENT=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.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.*HP
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)S86°30'02"E 702.59'S45°00'00"E 400.84'S89°29'45"E 200.01'AUBURN CREEK CROSSINGW6261SANSANSANSANSANNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7SAN10 YR = 899.25100 YR = 899.60ENGINEERS 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 "A" & MASS GRADING
FOR FUTURE 5BBENCHMARK 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMC301DEVELOPMENT PLANKnow what'sbelow.before you dig.CallRWSNE LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=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=DRAINAGE AND UTILITY EASEMENT=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.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.*HPGENERAL NOTES:1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES2.EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFYHORIZONTAL AND VERTICAL UTILITY LOCATIONS PRIOR TO MAJOR EARTHWORK.3.BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE COMPACTED TO95% STANDARD PROCTOR DENSITY, OR AS RECOMMENDED BY GEOTECHNICALENGINEER, WHICHEVER IS MORE STRINGENT. STREETS SHALL BE COMPACTED PERCITY OF CARMEL SPECIFICATIONS. ALL FILL AREAS TO BE STRIPPED OF TOPSOILPRIOR TO PLACEMENT OF FILL.4.CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER,OWNER'S REPRESENTATIVE AND CITY OF CARMEL URBAN FORESTER SHALL BECONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREESWITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT/FILL AREAS. IFCLEARING LIMITS VARY FROM APPROVED LANDSCAPE PLAN, THEN CLEARED TREESSHALL BE REPLACED TO BRING FINAL SITE INTO COMPLIANCE WITH APPROVEDLANDSCAPE PLAN.5.NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.6.M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE. M.F.P.G. OF ALL STRUCTURESFRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANYADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER ISGREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANYOTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING.7.M.L.A.G.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADEADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE THE FOUNDATION AROUNDTHE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH ASBASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIMOF THE WINDOW WELL.8.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLESSHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED R/W.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 ASSHOWN UNLESS NOTED OTHERWISE.12.A HANDICAPPED RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE A SIDEWALK ISSHOWN INTERSECTING A CURB - SEE DETAIL13.CONTRACTOR TO DESIGNATE SANITARY LATERAL ENDS WITH A WOODEN 2"X4" STAKE,PAINTED BRIGHT GREEN.14.ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THEPROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THEOFFSITE SYSTEM.15.THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SANITARY SEWER SERVICEMUST BE A MINIMUM OF ONE FOOT ABOVE THE TOP OF CASTING OF THE NEARESTSANITARY 48" MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED.16.THE FINISHED FLOOR ELEVATION SHALL BE MINIMUM 8", ABOVE THE MLAG AND 15"ABOVE BACK OF CURB.17.DO NOT STAKE HOMES FROM THESE PLANS, SEE PLOT PLANS FOR DETAILS OF HOMESAND DIMENSIONS.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 SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THECONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTIONREQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FORCERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT 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 REARYARD SSD'S.21.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTORIS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE STARTOF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.22.CONTRACTOR TO PUMP DOWN THE LAKE ELEVATION TO ALLOW FOR PLACEMENT OFFILL AT THE REAR OF LOTS 57, 58, 60, 61, 62, 63 AND 64. EXISTING MATERIAL IS TO BEDRIED OR REMOVED PRIOR TO THE PLACEMENT OF FILL SO THAT PROPERCOMPACTION CAN BE ACHIEVED.
5372156PRAIRIE FALCON DRIVEWWSANT(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)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUS86°30'02"E 702.59'S45°00'00"E 400.84'S89°29'45"E 200.01'N77°21'37"E 54.56'N03°29'58"E 199.76'N03°29'58"E 111.00'N86°30'02"W 72.16'5372156PRAIRIE FALCON DRIVEWWSANSTONE LAKEDRIVEWWWWWWWWW
WW6665646362615857565554W WPRAIRIE FALCONDRIVESANSANSAN
SAN
SAN SANSANSANSANSANSANSANSANSANSANSANSANNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***SAN10 YR = 899.25100 YR = 899.60159160161162163164165166167179180181178177176175182183184168169170171172173174ENGINEERS 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 "A" & MASS GRADING
FOR FUTURE 5BBENCHMARK 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMC301AMASS GRADING PLAN - SECTION 5BKnow what'sbelow.before you dig.CallRWSNE LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=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=DRAINAGE AND UTILITY EASEMENT=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.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.*HPGENERAL NOTES:1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES2.EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFYHORIZONTAL AND 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 OFFILL.4.CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER, OWNER'SREPRESENTATIVE AND CITY OF CARMEL URBAN FORESTER SHALL BE CONSULTED FORCLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN STREET AREAS,UTILITY INSTALLATION LIMITS AND CUT/FILL AREAS. IF CLEARING LIMITS VARY FROMAPPROVED LANDSCAPE PLAN, THEN CLEARED TREES SHALL BE REPLACED TO BRING FINALSITE INTO COMPLIANCE WITH APPROVED LANDSCAPE PLAN.5.NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.6.M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE. M.F.P.G. OF ALL STRUCTURES FRONTING APOND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEARLOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS,DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHEREFLOOD WATERS CAN ENTER A BUILDING.7.M.L.A.G.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENTTO A STRUCTURE WHEN THE SOIL MEETS THE THE FOUNDATION AROUND THE OUTSIDE OFTHE STRUCTURE (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 SUCHRELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLESSHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED R/W.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 ASSHOWN UNLESS NOTED OTHERWISE.12.A HANDICAPPED RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE A SIDEWALK ISSHOWN INTERSECTING A CURB - SEE DETAIL13.CONTRACTOR TO DESIGNATE SANITARY LATERAL ENDS WITH A WOODEN 2"X4" STAKE,PAINTED BRIGHT GREEN.14.ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THEPROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THEOFFSITE SYSTEM.15.THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SANITARY SEWER SERVICE MUST BEA MINIMUM 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" ABOVEBACK OF 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" ABOVEGRADE.19.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORMTO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALLCONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTIONMEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFFNOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THEWORK, AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORKWITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY.20.ALL STORM WATER DRAINAGE TO BE A PUBLIC SYSTEM WITH THE EXCEPTION OF REARYARD SSD'S.21.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR ISENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OFCONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.22.CONTRACTOR TO PUMP DOWN THE LAKE ELEVATION TO ALLOW FOR PLACEMENT OF FILLAT THE REAR OF LOTS 57, 58, 60, 61, 62, 63 AND 64. EXISTING MATERIAL IS TO BE DRIED ORREMOVED PRIOR TO THE PLACEMENT OF FILL SO THAT PROPER COMPACTION CAN BEACHIEVED.
S45°00'00"E 400.84'S89°29'45"E 200.01'S00°30'00"W 328.93'S89°53'13"W 197.13'N81°13'07"W 985.82'WW62616059SANSAN
NP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7SAN10 YR = 899.25100 YR = 899.60AUBURN CREEK CROSSINGPROPOSED REFLECTION PONDNP = 901.00100 YR = 901.00ASBUILT NP = 898.93EXISTING POND484950515253676869707172156157158PRAIRIE FALCON DRIVE**BLOCK "B"BLOCK "D"BLOCK "A"BLOCK "C"STONE LAKEDRIVE66656463626160595857565554PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7 ***10 YR = 899.25100 YR = 899.60
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 "A" & MASS GRADING
FOR FUTURE 5BBENCHMARK 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMC302APROPOSED SPILLWAYSKnow what'sbelow.before you dig.CallRWSNE LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=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=DRAINAGE AND UTILITY EASEMENT=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.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.*HPGENERAL NOTES:1.ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES2.EXISTING UTILITY LOCATIONS ARE APPROXIMATE, CONTRACTOR TO FIELD VERIFYHORIZONTAL AND VERTICAL UTILITY LOCATIONS PRIOR TO MAJOR EARTHWORK.3.BUILDING PAD AREAS AND STREETS DESIGNATED FOR FILL SHALL BE COMPACTED TO95% STANDARD PROCTOR DENSITY, OR AS RECOMMENDED BY GEOTECHNICALENGINEER, WHICHEVER IS MORE STRINGENT. STREETS SHALL BE COMPACTED PERCITY OF CARMEL SPECIFICATIONS. ALL FILL AREAS TO BE STRIPPED OF TOPSOILPRIOR TO PLACEMENT OF FILL.4.CONTRACTOR SHALL PRESERVE EXISTING TREES WHENEVER POSSIBLE. OWNER,OWNER'S REPRESENTATIVE AND CITY OF CARMEL URBAN FORESTER SHALL BECONSULTED FOR CLEARING LIMITS. CLEARING LIMITS SHALL CONSIST OF ALL TREESWITHIN STREET AREAS, UTILITY INSTALLATION LIMITS AND CUT/FILL AREAS. IFCLEARING LIMITS VARY FROM APPROVED LANDSCAPE PLAN, THEN CLEARED TREESSHALL BE REPLACED TO BRING FINAL SITE INTO COMPLIANCE WITH APPROVEDLANDSCAPE PLAN.5.NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.6.M.F.P.G.= MINIMUM FLOOD PROTECTION GRADE. M.F.P.G. OF ALL STRUCTURESFRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANYADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER ISGREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANYOTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING.7.M.L.A.G.= LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADEADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE THE FOUNDATION AROUNDTHE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH ASBASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIMOF THE WINDOW WELL.8.IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCHRELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLESSHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED R/W.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 ASSHOWN UNLESS NOTED OTHERWISE.12.A HANDICAPPED RAMP IS TO BE INSTALLED AT ALL LOCATIONS WHERE A SIDEWALK ISSHOWN INTERSECTING A CURB - SEE DETAIL13.CONTRACTOR TO DESIGNATE SANITARY LATERAL ENDS WITH A WOODEN 2"X4" STAKE,PAINTED BRIGHT GREEN.14.ANY DRAINAGE TILE SYSTEM COMING ONTO THE SITE SHALL BE CONNECTED INTO THEPROPOSED DRAINAGE SYSTEM IN ORDER TO MAINTAIN POSITIVE DRAINAGE FOR THEOFFSITE SYSTEM.15.THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SANITARY SEWER SERVICEMUST BE A MINIMUM OF ONE FOOT ABOVE THE TOP OF CASTING OF THE NEARESTSANITARY 48" MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED.16.THE FINISHED FLOOR ELEVATION SHALL BE MINIMUM 8", ABOVE THE MLAG AND 15"ABOVE BACK OF CURB.17.DO NOT STAKE HOMES FROM THESE PLANS, SEE PLOT PLANS FOR DETAILS OF HOMESAND DIMENSIONS.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 SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THECONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTIONREQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FORCERTAIN STAGES OF THE WORK, AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT 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 REARYARD SSD'S.21.DAMAGE TO EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTORIS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE STARTOF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.116TH STREET121ST STREETSPILLWAY EAST
WWFMFME(A)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)T(U)162WWWWWW W W W W WWWWEST ROADWWWW W82818079 78NOT INCLUDEDS86°30'02"E 702.59'S45°00'00"E 400.84'S89°29'45"E 200.01'S00°30'00"W 328.93'N81°13'07"W 985.82'N09°56'18
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8
8
.
8
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9
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N03°29'58"E 199.76'N86°30'02"W 72.16'N03°29'58"E 111.00'PROPOSED REFLECTION PONDASBUILT NP = 898.93EXISTING PONDSAN48495051 525367PRAIRIE FALCON DRIVE**WWWWWBLOCK "D"BLOCK "A"BLOCK "C"STONE LAKE
DRIVEWW
WWWWWWW66656463626160595857565554W
PRAIRIE FALCONDRIVESAN
SAN
SAN SANNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***SAN10 YR = 899.25100 YR = 899.60WW121st STREETONLYONLYW WWWW W W W WWWWWWWWWWONLYEAGLERIDGE LANEWEST ROADFMFMFMFMFMFMFMFMFMFMFMFMFMGE(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)W W W W W W WWW7377767574T(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)159160161WW676869707172156157158SANSANSANWBLOCK "B"179180181178177176175173174WWWFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFME(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)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)T(U)T(U)T(U)T(U)T(U)T(U)T(U)163164165166167168169170171172SANSANSANSANSANSAN181162161182183184SANSANSAN162SANSANENGINEERS 317 | 846 - 6611
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WEIHE
Land Surveying | Civil Engineering
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ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netWATERFRONT OF WEST CLAY
SECTION FIVE "A" & MASS GRADING
FOR FUTURE 5BC302BSTORMWATER MANAGEMENT PLANWSNE EXISTING SANCTUARY AT 116THSTREET SECTION FOUR BSANCTUARY AT 116TH STREETSECTION TWO B (UNDERCONSTRUCTION)WATERFRONT OF WEST CLAYSECTION TWO C (PROPOSED)WATERFRONT OF WEST CLAYSECTION FIVE A (PROPOSED)WATERFRONT OF WEST CLAY(FUTURE SECTION) LEGEND =EMERGENCY OVERFLOW ROUTE=100 YEAR PONDING LIMITS
W5152536768697172156157158PRAIRIE FALCON DRIVE**WWWSANSANSANSANWWBLOCK "D"BLOCK "C"E(A)E(A)E(A)E(A)E(A)E(A)E(A)159160161162163164165166167179180181178177176175182183184168169170171172173174STONE LAKEDRIVEWWWWWWW
WWWW66656463626160595857565554W WPRAIRIE FALCONDRIVESANSANSAN
SAN
SAN SANSANSANSANSANSANSANSANSANSANSANSANNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***SAN10 YR = 899.25100 YR = 899.60ENGINEERS 317 | 846 - 6611
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WEIHE
Land Surveying | Civil Engineering
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ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netWATERFRONT OF WEST CLAY
SECTION FIVE "A" & MASS GRADING
FOR FUTURE 5BC303UTILITY PLANKnow what'sbelow.before you dig.CallRWSNE LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=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=DRAINAGE AND UTILITY EASEMENT=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.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.*HP
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)AUBURN CREEK CROSSING16717917817717617516816917017117217317461SANSANSANSANNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.710 YR = 899.25100 YR = 899.60ENGINEERS 317 | 846 - 6611
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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 "A" & MASS GRADING
FOR FUTURE 5BC304UTILITY PLANKnow what'sbelow.before you dig.CallRWSNE LEGEND =RIGHT-OF-WAY LINE=PROPOSED STORM SEWER LINE=EXISTING STORM SEWER LINE=SWALE=SSD=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=DRAINAGE AND UTILITY EASEMENT=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.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.*HP
184ASBUILT NP = 898.93EXISTING POND53PRAIRIE FALCON DRIVEWWBLOCK "D"STONE LAKE
DRIVEWW
WWWWWWWWW66656463626160595857565554W W
PRAIRIE FALCONDRIVE***(LOCAL SECTION)PRAIRIE FALCON DRIVE8908959009059109159202+75
3+00
3+25
3+50
3+75
4+00
4+25
4+50
4+75
5+00
5+25
5+50
5+75
6+00
6+25
6+50
6+75
7+00
7+25
7+50
7+75
8+00 (LOCAL SECTION)STONE LAKE DRIVE8908959009059109159200+50
0+75
1+00
1+25
1+50
1+75
2+00
2+25
2+50
2+75
3+00
3+25 WWWWWWWWW6362616059585753WWWWWWWWWWW66655554W W WW***ENGINEERS 317 | 846 - 6611
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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 "A" & MASS GRADING
FOR FUTURE 5B 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMC400WSNEWSNEFINISHED 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 C401 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(CUL-DE-SAC DETAIL)PRAIRIE FALCON DRIVE(INTERSECTION DETAIL)PRAIRIE FALCON DRIVE &STONE LAKE DRIVE
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ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netWATERFRONT OF WEST CLAY
SECTION FIVE "A" & MASS GRADING
FOR FUTURE 5BC401
ENGINEERS 317 | 846 - 6611
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WEIHE
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ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netWATERFRONT OF WEST CLAY
SECTION FIVE "A" & MASS GRADING
FOR FUTURE 5BC402
ENGINEERS 317 | 846 - 6611
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WEIHE
Land Surveying | Civil Engineering
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ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netWATERFRONT OF WEST CLAY
SECTION FIVE "A" & MASS GRADING
FOR FUTURE 5BC403 ”
184STA.24+23.43STA.0+00.00 W51525367PRAIRIE FALCON DRIVE**BLOCK "D"BLOCK "C"STONE LAKEDRIVE 66656463626160595857565554PRAIRIE FALCONDRIVE***ENGINEERS 317 | 846 - 6611
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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 "A" & MASS GRADING
FOR FUTURE 5BC404TRAFFIC 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION 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=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=DRAINAGE AND UTILITY EASEMENT=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.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.*HP6" SSD IN SWALE4" SSD LATERALTO EACH LOT (TYPICAL)EASEMENT2.0'TYPICAL 4" SSD REAR YARDLATERAL DETAILTYPESYMBOLSPECIFICATIONQUANTITYTRAFFIC LEGENDSTOP SIGNR1-11BARRICADE 1STREET LIGHT26" SSD UNDER CURB4" SSD LATERALTO EACH LOT (TYPICAL)EASEMENT2.0'TYPICAL 4" SSD FRONT YARDLATERAL DETAILSTREET SIGN1SEE DETAIL10-11C ONSHEET C401SEE DETAIL10-44B ONSHEET C401SEE DETAIL S-4ON SHEET C402
860865870875880885890895900905910915FINISHED GRADEEXISTING GRADEGRANULAR BACKFILLPROFILE LEGEND166 167179180181178
1
7
7
1
7
6
1
7
5
1
7
4SAN T(U)T(U)E(A)AUBURN CREEK CROSSING168 169
1
7
0
1
7
1
1
7
2
1
7
3
ENGINEERS 317 | 846 - 6611
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WEIHE
Land Surveying | Civil Engineering
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ALLAN H. WEIHE, P.E., L.S. - FOUNDER
10505 N. College Avenue
Indianapolis, Indiana 46280
weihe.netWATERFRONT OF WEST CLAY
SECTION FIVE "A" & MASS GRADING
FOR FUTURE 5B 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMC500WSNECITY 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 SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THATHAS JURISDICTION OVER THE INSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN5-FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BEB-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BYTHE CITY OF CARMEL DEPARTMENT 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 THE MATERIAL PLACED. THEBACKFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUB-BASE OF THE PAVEMENT SHALL BENO. 53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARDPROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORESTRINGENT 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 UNDERCITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TOTHE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVETHE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINALPAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HASJURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALLGOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON ACASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY 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 C502-C503 FOR SANITARY SEWER DETAILS AND SPECIFICATIONS.
T(U)E(A)N03°29'58"E 199.76'N86°30'02"W 72.16'N03°29'58"E 111.00'6768PRAIRIE FALCON DRIVEW W W 159160161162163164165166167179180181178182183184STONE LAKEDRIVEWWWW 666554WWSANSANSANSANSANSANSANSANSANSAN***880885890895900905910915880885890895900905910915FINISHED GRADEEXISTING GRADEGRANULAR BACKFILLPROFILE LEGENDS86°30'02"E 702.59'N77°21'37"E 54.56
'
N03°29'58"E 199.76'N86°30'02"W 72.16'ASBUILT NP = 898.93EXISTING PONDBLOCK "D"BLOCK "C"STONE LAKE
DRIVEWW
WWWWWWWWW66656463626160595857565554W
PRAIRIE FALCONDRIVESANSANSAN
SAN
SAN SAN***SANSANITARY SEWER STRUCTURE DATA TABLESTRUCTURE NUMBERLBE-507MH-WFW27MH-WFW28MH-WFW29MH-WFW30MH-WFW31MH-WFW32MH-WFW33MH-WFW35MH-WFW36MH-WFW37MH-WFW38MH-WFW39MH-WFW40MH-WFW47STRUCTURE TYPEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLEMANHOLETOP OF CASTING888.23903.98905.19905.78905.33900.98904.76904.86906.12904.48898.50887.56881.87886.87904.05CASTING TYPENEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642NEENAH R-1642INVERTINV IN = 867.71(NW)INV IN = 867.27(E)INV IN = 866.54(W)INV OUT = 865.96(S)INV OUT = 895.79(W)INV IN = 893.72(E)INV OUT = 893.62(W)INV IN = 892.73(E)INV OUT = 892.63(N)INV IN = 891.35(S)INV OUT = 891.25(N)INV IN = 890.68(S)INV OUT = 890.58(NE)INV IN = 890.10(SW)INV OUT = 890.00(NE)INV IN = 889.44(SW)INV OUT = 889.34(E)INV IN = 888.16(N)INV IN = 888.16(W)INV OUT = 888.06(SE)INV IN = 886.60(NW)INV OUT = 886.50(E)INV IN = 886.07(W)INV OUT = 885.97(SE)INV IN = 880.69(NW)INV OUT = 880.59(E)INV IN = 875.00(W)INV OUT = 874.90(NE)INV IN = 873.91(SW)INV OUT = 866.82(E)INV OUT = 889.29(S)SANITARY SEWER PIPE DATA TABLEUPSTREAMSTRUCTUREMH-WFW27MH-WFW28MH-WFW29MH-WFW30MH-WFW31MH-WFW32MH-WFW33MH-WFW35MH-WFW36MH-WFW37MH-WFW38MH-WFW39MH-WFW40MH-WFW47DOWNTREAMSTRUCTUREMH-WFW28MH-WFW29MH-WFW30MH-WFW31MH-WFW32MH-WFW33MH-WFW35MH-WFW36MH-WFW37MH-WFW38MH-WFW39MH-WFW40LBE-507MH-WFW35SIZE8"8"8"8"8"8"8"8"8"8"8"8"8"8"MATERIALPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCPVCLENGTH208'198'285'126'108'125'263'321'97'371'208'220'62'267'SLOPE1.00%0.45%0.45%0.45%0.45%0.45%0.45%0.45%0.45%1.42%2.68%0.45%0.45%0.42%EX.EX.EX.EX.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 "A" & MASS GRADING
FOR FUTURE 5B 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMC501WSNESANITARY 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 IFUTILITIES 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 IMPROVEMENTSSHOWN ON THE 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 OFUTILITIES.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.AS RELATED 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 WHENTHE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THEPIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS18" OR LESS.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 TOREPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TORETURN IT TO IT'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 GRANULARMATERIAL FOR THE ENTIRE LENGTH OF THE PIPE.18.ALL EXISTING MANHOLES SHALL BE ADJUSTED TO NEW FINISH GRADEELEVATIONS.19.SEE SHEETS C502-C503 FOR SANITARY SEWER DETAILS ANDSPECIFICATIONS.CITY OF CARMEL COVER AND BACKFILL POLICY;9-8-06WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHINRIGHT-OF-WAYBEDDING, HAUNCHING, INITIAL BACKFILLBEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS AND COMPACTION FOR WATER MAINS,WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE INACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THEINSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARYSERVICE LATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVEDAREAS AND FOR ALL INSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROW FORSTRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. THE MATERIALSHALL BE APPROVED BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING AT TIME OFINSTALLATION. FINAL BACKFILL SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO NOT LESS THAN95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THEBACKFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATESUB-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. IFTHE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS AMORE 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 OF JURISDICTION OF THEUTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THEINSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATEMATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVERALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BELESS THAN 2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVERTHE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENTREQUIREMENT SHALL GOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSEREQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITHWRITTEN PERMISSION BY THE CITY ENGINEER.WSNE
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 "A" & MASS GRADING
FOR FUTURE 5BC502
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 "A" & MASS GRADING
FOR FUTURE 5BC503OUTSIDE DROP DETAIL(NO SCALE)
885890895900905910915920885890895900905910915920ASBUILT NP = 898.93EXISTING POND525367PRAIRIE FALCON DRIVEWWWBLOCK "D"BLOCK "C"S86°30'02"E 702.59'N15°37'1
7
"
W
9
6
.
4
3
'N77°21'37"E 54.56
'
N03°29'58"E 199.76'N86°30'02"W 72.16'N03°29'58"E 111.00'
STONE LAKE
DRIVEWW
WWWWWWWWW66656463626160595857565554W W
PRAIRIE FALCONDRIVENP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***10 YR = 899.25100 YR = 899.60STORM SEWER STRUCTURE DATA TABLESTRUCTURE NUMBER2728303132301030113012STRUCTURE TYPEDOUBLE CURB INLET???MANHOLEMANHOLE???DOUBLE CURB INLETDOUBLE CURB INLET???TOP OF CASTING903.12900.62904.04904.04901.16903.32903.32900.91CASTING TYPENEENAH R-3501-TR???NEENAH R-3501-TRNEENAH R-3501-TL???NEENAH R-3501-TRNEENAH R-3501-TR???INVERTINV IN = 899.43(N)INV IN = 899.43(S)INV OUT = 899.04(E)INV IN = 898.83(W)INV IN = 899.35(W)INV OUT = 899.25(E)INV IN = 899.19(W)INV IN = 900.00(N)INV IN = 900.00(S)INV OUT = 899.09(E)INV IN = 898.83(W)INV IN = 899.38(NW)INV OUT = 899.28(SE)INV IN = 899.20(NW)INV OUT = 899.10(SE)INV IN = 898.83(NW)STORM SEWER PIPE DATA TABLEUPSTREAMSTRUCTURE2730313004A3008A30103011DOWNSTREAMSTRUCTURE28313230301030113012SIZE18"21"24"21"15"18"21"MATERIALRCPRCPRCPRCPRCPRCPRCPLENGTH100'30'212'112'119'30'152'SLOPE0.21%0.20%0.12%0.15%0.30%0.27%0.18%END SECTIONEND SECTIONCL V RCPEND SECTION72160161162181182183ENGINEERS 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 "A" & MASS GRADING
FOR FUTURE 5B 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION TABLET, STAMPED "BOO 54 1989".ELEV.: 901.14 FEET (1929 DATUM)ELEV.: 900.76 FEET (1988 DATUM)THESE PLANS ARE BASED ON 1988 DATUMC600WSNESTORM SEWER NOTES1.THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS ASOUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMITFOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN.2.REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT)STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS ANDCONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMSARE 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 UNDERGROUNDLOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALLCONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BEIN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTINGUTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWNON THE PLANS.4.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 ANDAS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THESURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED.5.THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATEMAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS.THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORTAND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITHAPPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THECONTRACTOR.6.THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFYANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES.7.ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITHO.S.H.A. STANDARDS FOR WORKER SAFETY.8.ANY PART OF STORM SEWER 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.AS RELATED 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 WHENTHE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THEPIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS18" OR LESS.11.SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900WATER MAIN GRADE PVC.12.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURINGCONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TORETURN IT TO IT'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 INPAVED AREAS.15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITHPAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS.16.COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINESWITH PLUMBING DRAWINGS.17.FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWERINSTALLATION.18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TONEW FINISH GRADE ELEVATIONS.19.EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUTTO REMOVE ALL SILT AND DEBRIS.20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TOASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITHPAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS RATEDFOR H20 LOADING.22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORMPOURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT.23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BECLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINALTURNOVER TO THE OWNER.24.IF HDPE PIPE IS SPECIFIED USE DUAL WALLED, HANCOR HQ, ADS N-12 PIPEOR APPROVED EQUAL.25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO ENDCAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE HDPE MATERIAL; IFSPECIFIED, COMPARABLE WITH STORAGE PIPES.26.PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY.27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEWSTORM 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, SANITARYMAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTIONOVER THE INSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN5-FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROWFOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OFCARMEL DEPARTMENT OF ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILL SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO NOTLESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6-INCHES OFTHE 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 PRACTICEOF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT BACKFILL REQUIREMENT, THE MORE STRINGENTREQUIREMENT 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 MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OFTHE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE)PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THETOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HASA 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 BYCASE CONDITION AND APPROVED 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 THEFINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIALCIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE 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 OFPERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPSOR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TOBACKFILLING 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.
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 "A" & MASS GRADING
FOR FUTURE 5BC601DOUBLE 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. WALL
159184STA.24+23.43STA.0+00.00 W5152536768PRAIRIE FALCON DRIVE**WWWBLOCK "D"BLOCK "C"STONE LAKE
DRIVEWW
WWWWWWWWW66656463626160595857565554W W
PRAIRIE FALCONDRIVESANSANSAN
SAN
SAN SANSANNP = 898.832 YR = 899.05EXISTING PONDTOP OF BANK = 900.1SPILLWAY=899.7***SAN10 YR = 899.25100 YR = 899.60ENGINEERS 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 "A" & MASS GRADING
FOR FUTURE 5BC700WATER 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 WITH THEGROUND; A DEPARTMENT OF NATURAL RESOURCES BRASS CONTROLSTATION 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=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=DRAINAGE AND UTILITY EASEMENT=DRAINAGE, UTILITY AND SANITARY SEWER EASEMENT=CONCRETE END SECTION=MATCH EXISTING=LANDSCAPE MAINTENANCE EASEMENTT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.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.*HPTHERE 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 PITEXISTING 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 "A" & MASS GRADING
FOR FUTURE 5BC701