HomeMy WebLinkAboutAB W160409-2CW 121ST STREETW 116TH STREETWEST ROAD
FUTURE SECTIONEXISTING SECTION 6EXISTINGSECTION 4BEXISTINGSECTION 2BEXISTINGSECTION 1EXISTINGSECTION 3EXISTINGSECTION 4AEAGLE RIDGE LANEMANNING PASS
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IVE AVEDON WAYEAGLETREECOURTEAGLERUNWAYGOLDEN EALGECOURTWATER BRIDGE DRIVECOLD CREEK COURTEXISTINGSECTION484950515253676869707172156157158PRAIRIE FALCONDRIVEEAGLERIDGE LANEMmB2MmC2MmB2MmB2MmC2BrShSxMoC3MoC3MmB2MmB2MmB2MmC2CrACrABrMmB2MmB2MmB2GeBrBrMmC2MmC2MoD3MoC3MoC3BrBrCrAMmC2CrACrABrCrACrAPRAIRIE FALCONDRIVECONSTRUCTION PLANS FORWATERFRONT OF WEST CLAYSECTION 2C4455 W. 121ST STREETCARMEL, IN1)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 CITIZENS WESTFIELD 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.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 2C SHEET INDEXDESCRIPTIONWATER MAIN PLANC700STORMWATER POLLUTION PREVENTION PLAN PHASE 1STREET PLAN & PROFILESANITARY SEWER PLAN & PROFILESTORM SEWER PLAN & PROFILE TITLE SHEETC500C200C400C600-C601C001STORMWATER POLLUTION PREVENTION PLAN PHASE 2C201STORMWATER POLLUTION PREVENTION DETAILS & SPECS.C202-C204TRAFFIC CONTROL/SIGNAGE/SUMP PLANC403SHEET NO.WATER PLAN DETAILSC701STREET DETAILSC401-C402SANITARY SEWER DETAILSC501SANITARY SEWER DETAILS AND SPECIFICATIONSC502DEVELOPMENT PLANC300STORM SEWER DETAILSC602-C603UTILITY PLANC302EXISTING CONDITIONS/ DEMOLITION PLANC100BENCHMARK 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 DATUMPONDING LIMITS/ FLOOD ROUTE PLANC301RECORD DRAWINGRECORD DRAWING
PROPOSED REFLECTION PONDASBUILT NP = 898.93EXISTING POND48 49 50
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EXISTINGSECTIONFINISHED GRADEEXISTING GRADEGRANULAR BACKFILLPROFILE LEGENDSANITARY 900885890895900905910915920925885890895900905910915920925PVCSANITARY SEWER STRUCTURE DATA TABLESTRUCTURE NUMBER846900STRUCTURE TYPEMANHOLEMANHOLETOP OF CASTING906.96904.86CASTING TYPENEENAH R-1642NEENAH R-1642INVERTINV IN = 898.52(E)INV OUT = 898.42(W)INV OUT = 899.08(W)STORM SEWER PIPE DATA TABLEDOWNSTREAMSTRUCTURE900UPSTREAMSTRUCTURE846SIZE8"MATERIALRCPLENGTH141'SLOPE0.40%RECORD DRAWING- BUILT AS PLANNED- ASBUILT SANITARY SEWER STUB- ASBUILT INFORMATIONENGINEERS 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 2CKnow what'sbelow.before you dig.CallRNWESBENCHMARK 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 DATUMC500SANITARY 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 ANDAS EVIDENCED 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 INPAVED AREAS.15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITHPAVEMENT AND SHALL HAVE TRAFFIC BEARING RINGS AND COVERS RATEDFOR H20 LOADING.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.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 SERVICELATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITH THE STANDARDPRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARY MAINS AND SANITARY SERVICE LATERALSUNDER AND WITHIN 5-FEET OF PAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALL INSTALLATIONSWITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIALREQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMEL DEPARTMENT OFENGINEERING 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 BACKFILLFOR THE TOP 6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUB-BASE OF THE PAVEMENTSHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BE COMPACTED TO NOTLESS 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 STRINGENT REQUIREMENTSHALL GOVERN.MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARYSERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVERFROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENTSECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NOCIRCUMSTANCES 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 JURISDICTIONOVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENTSHALL GOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BEEVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITYENGINEER.
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77 PROPOSEDSECTION 2BRECORD DRAWING- BUILT AS PLANNED- ASBUILT INFORMATIONENGINEERS 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 2CKnow what'sbelow.before you dig.CallRNWESBENCHMARK 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 DATUMC600NWESNWESMINIMUM COVER FOR PIPECROSSINGS WITHIN CITYRIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS,SANITARY MAINS, WATER SERVICE LATERALS, SANITARYSERVICE LATERALS UNDER CITY STREETS, REGARDLESS OFJURISDICTION OF THE UTILITY, THE MINIMUM COVER FROMTHE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THEINSTALLED PIPE SHALL BE THE PAVEMENT SECTIONTHICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIALABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NOCIRCUMSTANCES SHALL THE COVER ALONG ANY PART OFTHE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THETOP OF THE PIPE BE LESS THAN 2.5-FEET. IF THE STANDARDPRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THEINSTALLATION HAS A MORE STRINGENT COVERREQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALLGOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORMSEWER THAT ARE LESS THAN THOSE REQUIRED WILL BEEVALUATED ON A CASE BY CASE CONDITION AND APPROVEDONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PERDESIGN SPECIFIED AND AS APPROVED BY THE CITY OFCARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BEPERMITTED DUE TO SPECIAL CIRCUMSTANCES ORDIFFICULTY DURING CONSTRUCTION AND WILL REQUIREPRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. ANEXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDEDAS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGSSUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES.APPROVED DESIGN SLOPES IDENTIFIED AS GENERATINGVELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (ATFULL FLOW CAPACITY) SHALL REQUIRE AS-BUILTCERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TOBACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TOAS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEINGINSTALLED TO ENSURE COMPLIANCE WITH THE DESIGNPLANS AND AS APPROVED BY THE CITY OF CARMEL.GENERAL NOTES:1.FULL DEPTH GRANULAR BACKFILL SHALL BE PER DETAIL 10-31 ONSHEET C602. REFER TO DETAIL 10-31, ON SHEET C602, FORTRENCHING, BACKFILL AND COVER REQUIREMENTS. PIPES LENGTHSARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OFSTRUCTURE AND DOES NOT INCLUDE END SECTIONS.2.THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOXEXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, ORASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THERIGHT-OF-WAY WITH THE EXCEPTION OF CURB INLET CASTINGS.CITY OF CARMEL COVER ANDBACKFILL POLICY; 9-8-06WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREASAND WITHIN RIGHT-OF-WAYBEDDING, HAUNCHING, INITIAL BACKFILLBEDDING, HAUNCHING AND INITIAL BACKFILL REQUIREMENTS ANDCOMPACTION FOR WATER MAINS, WATER SERVICE LATERALS, SANITARYMAINS AND SANITARY SERVICE LATERALS SHALL BE IN ACCORDANCE WITHTHE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THEINSTALLATION.FINAL BACKFILLFINAL BACKFILL FOR WATER MAINS, WATER SERVICE LATERALS, SANITARYMAINS AND SANITARY SERVICE LATERALS UNDER AND WITHIN 5-FEET OFPAVEMENT OR SIDEWALK OR OTHER PAVED AREAS AND FOR ALLINSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROW FORSTRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THEINDOT. THE MATERIAL SHALL BE APPROVED BY THE CITY OF CARMELDEPARTMENT OF ENGINEERING AT TIME OF INSTALLATION. FINAL BACKFILLSHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO NOT LESS THAN 95%STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIALPLACED. THE BACKFILL FOR THE TOP 6-INCHES OF THE EXCAVATION BELOWTHE START OF THE AGGREGATE SUB-BASE OF THE PAVEMENT SHALL BE NO.53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALLBE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IFTHE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THEINSTALLATION HAS A MORE STRINGENT BACKFILL REQUIREMENT, THE MORESTRINGENT REQUIREMENT SHALL GOVERN.MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS,WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITYSTREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUMCOVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THEINSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALLBITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0",BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OFTHE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPEBE LESS THAN 2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THATHAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVERREQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THATARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASECONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITYENGINEER.
FINISHED GRADEEXISTING GRADEGRANULAR BACKFILLPROFILE LEGENDHYDRAULIC GRADE LINE88589089590090591091588589089590090591091569
70 71
72
156
157158
BLOCK "B"WEST ROADTEMPORARY OUTLETN/AN/ATEMPORARY OUTLETN/AN/ANOTE: REFER TO SHEET C602 FOR STORM SEWER DETAILS48" DIA. MANHOLEINLET TYPE A48" DIA. MANHOLE48" DIA. MANHOLEEX.MANHOLEEX.CL V RCP48" DIA. MANHOLEEX.MANHOLEEX.STORM SEWER PIPE DATA TABLEDOWNSTREAMSTRUCTURE30003002300330043005300630073008UPSTREAMSTRUCTURE3001270330023004A3004300530083008ASIZE15"15"12"21"18"12"15"15"MATERIALRCPRCPRCPRCPRCPRCPRCPRCPLENGTH143'84'50'20'269'115'135'17'SLOPE0.23%0.37%0.54%0.15%0.22%1.02%0.28%0.30%STORM SEWER STRUCTURE DATA TABLESTRUCTURE NUMBER27032704300030013002300330043004A30053006300730083008ASTRUCTURE TYPEMANHOLEMANHOLEDOUBLE CURB INLETMANHOLEMANHOLEDOUBLE CURB INLETMANHOLEMANHOLEMANHOLEDOUBLE CURB INLETINLET TYPE JMANHOLEMANHOLETOP OF CASTING905.71904.51903.95904.96903.43903.43904.87901.52904.40905.90902.99904.30903.35CASTING TYPENEENAH R-1772NEENAH R-3501-TLNEENAH R-3501-TRNEENAH R-1772NEENAH R-3501-TRNEENAH R-3501-TRNEENAH R-4342SOLIDNEENAH R-4342NEENAH R-3501-TLNEENAH R-4342NEENAH R-4342SOLIDINVERTINV IN = 898.71(SW)INV IN = 898.81(NE)INV OUT = 898.71(SE)INV IN = 899.25(W)INV IN = 898.78(S)INV OUT = 898.91(NE)INV OUT = 900.15(N)INV IN = 899.82(S)INV OUT = 898.97(N)INV IN = 899.22(N)INV OUT = 899.12(SW)INV OUT = 899.49(S)INV IN = 899.65(N)INV OUT = 899.55(E)INV IN = 899.52(W)INV OUT = 899.52(E)INV IN = 900.73(NW)INV OUT = 900.23(S)INV OUT = 901.90(SE)INV OUT = 900.27(SW)INV IN = 899.89(NE)INV OUT = 899.79(SE)INV IN = 899.74(NW)INV OUT = 899.74(SE)RECORD DRAWING- BUILT AS PLANNED- ASBUILT INFORMATIONENGINEERS 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 2CKnow 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 ON 1988 DATUMC601NWESMINIMUM COVER FOR PIPE CROSSINGSWITHIN CITY RIGHT-OF-WAYFOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICELATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OFJURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLEDPAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTIONTHICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS1-0", 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 THAN2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVERTHE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORESTRINGENT REQUIREMENT SHALL GOVERN.COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESSTHAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION ANDAPPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER.THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND ASAPPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIALCIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIORFIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL INADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATIONOF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORDDRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVEDDESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPSOR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION ATTHE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR ISINSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TOENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OFCARMEL.GENERAL NOTES:1.FULL DEPTH GRANULAR BACKFILL SHALL BE PER DETAIL 10-31 ON SHEET C602. REFER TO DETAIL 10-31,ON SHEET C602, FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS. PIPES LENGTHS AREMEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND DOES NOT INCLUDE ENDSECTIONS.2.THERE 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-WAY WITHTHE EXCEPTION OF CURB INLET CASTINGS.CITY OF CARMEL COVER AND BACKFILLPOLICY; 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 PAVED AREASAND FOR ALL INSTALLATIONS WITHIN CITY RIGHT-OF-WAY SHALL BE B-BORROW FOR STRUCTUREBACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. THE MATERIAL SHALL BEAPPROVED BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING AT TIME OF INSTALLATION. FINALBACKFILL SHALL BE COMPACTED IN 6-INCH MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARDPROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP6-INCHES OF THE EXCAVATION BELOW THE START OF THE AGGREGATE SUB-BASE OF THE PAVEMENTSHALL BE NO. 53 STONE MEETING THE MATERIAL REQUIREMENT OF THE INDOT AND SHALL BECOMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. IF THE STANDARD PRACTICE OFTHE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT BACKFILLREQUIREMENT, 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 THE UTILITY,THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLEDPIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIALABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANYPART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN2.5-FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THEINSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENTSHALL 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.