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SECTION 2B
MmB2MmC2MmB2MmB2MmC2BrShSxMoC3MoC3MmB2MmB2MmB2MmC2CrACrABrMmB2MmB2MmB2GeBrBrMmC2MmC2MoD3MoC3MoC3BrBrCrAMmC2CrACrABrCrACONSTRUCTION PLANS FORWATERFRONT OF WEST CLAY SECTION 1REPLAT OF LOTS 36-474455 W. 121ST STREETCARMEL, INSHEET INDEXDESCRIPTIONWATER MAIN PLANC700DEVELOPMENT PLANSANITARY SEWER PLAN & PROFILESTORM SEWER DETAILSTITLE SHEETC500C601C300C001SHEET NO.WATER PLAN DETAILSC7011)THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS ANDAPPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TOSTARTING CONSTRUCTION.2)IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF ALL EXISTINGUTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION3)IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALLRESPECTIVE 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 RULE29 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 AREGISTERED PROFESSIONAL ENGINEER.7)IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROLTHROUGHOUT 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 METHODSASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.10)ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEWSTORM SEWERS AND POSITIVE DRAINAGE PRESERVED.11)IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONFIRM THAT ALL LANDSCAPE REQUIREMENTSARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS.12)THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCYMANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOODINSURANCE RATE MAP #18057C0205F, DATED FEBRUARY 19, 2003.13)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 ANDWILDLIFE SERVICE; CARMEL, INDIANA, NATIONAL WETLANDS INVENTORY MAP. NO WETLANDS ARE IMPACTEDBY THIS DEVELOPMENT.15)ALL WATER MAINS, HYDRANTS, AND WATER VALVES SHALL BE INSPECTED AND SHALL COMPLY WITHBACKFILL, BEDDING, AND THRUST BLOCK REQUIREMENTS PER CARMEL UTILITIES DETAIL SHEETS.OPERATING AUTHORITIESCITY OF CARMELONE CIVIC SQUARECARMEL, IN 46032317-571-2441Attn: JEREMY KASHMANSITE MAP1"=200'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.COMC001CrAMmB2MmC2MoC3ENGINEERS 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 1
REPLAT OF LOTS 36-47Know what'sbelow.before you dig.CallRDESIGN DATA:TOTAL ACREAGE - 14.75 ACRESNUMBER LOTS - 12 LOTSDENSITY - 0.81 LOTS/ACRESANITARY SEWER DETAILS & SPECIFICATIONSC501-C502STORM SEWER PLAN & PROFILE C600RECORD DRAWINGRECORD DRAWING
FINISHED GRADEEXISTING GRADEGRANULAR BACKFILLPROFILE LEGEND885890895900905910915885890895900905910915BLOCK G
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*****WWWWWWWW W WWSANWEST ROADRECORD DRAWING- BUILT AS PLANNED- ASBUILT INFORMATIONC600ENGINEERS 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 1
REPLAT OF LOTS 36-47Know what'sbelow.before you dig.CallR 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=EXISTING WATER LINE=EXISTING FIRE HYDRANT, VALVE, TEE AND WATER METER PIT=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=LAKE MAINTENANCE EASEMENT=CONCRETE END SECTION=MATCH EXISTINGT.O.C.INV.RCPM.H.STR.D.E.D.&U.E.D.U.&S.S.E.L.M.E.MEW=TYPICAL=PROPOSED=EXISTING=RADIUS=VARIABLE WIDTH=MINIMUM LOWEST ADJACENT GRADE=RIGHT-OF-WAY=BACK OF CURB=BUILDING SETBACK LINE=HIGH POINTTYP.PROP.EX.R.V.W.MLAGROWB-BB.S.L.HPWBENCHMARK 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)MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITYRIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS,SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THEMINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPESHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THESUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPEFROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THESTANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORESTRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT 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 WITH WRITTENPERMISSION BY THE CITY ENGINEER.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THECITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVEDDESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURINGCONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OFTHE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. ANEXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORDDRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPESIDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOWCAPACITY) 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 ASIT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THECITY OF CARMEL.CITY 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 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 SANITARY SERVICELATERALS UNDER AND WITHIN 5-FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FORALL INSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROW FOR STRUCTURE BACKFILLMEETING THE MATERIAL REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BY THECITY OF CARMEL DEPARTMENT OF ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILL SHALL BECOMPACTED IN 6-INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THEENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6-INCHES OF THE EXCAVATIONBELOW THE START OF THE AGGREGATE SUB-BASE OF THE PAVEMENT SHALL BE NO. 53 STONE MEETINGTHE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95%STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTIONOVER 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 CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THEMINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPESHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THESUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPEFROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THESTANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORESTRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT 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 WITH WRITTENPERMISSION BY THE CITY ENGINEER.NWESNOTE:ORIGINAL DESIGN OF STORM SEWER FROM1721 TO 1720 WAS A 30" RCP @0.17%.