HomeMy WebLinkAboutCherry Tree Elementary School Addition and Renovation Full SetHAZEL DELL PARKWAY E. 146th STREETPROJECT SITEAVIAN WAYCHERRY CREEK BLVDPROJECT SITEFANNING HOWEYASSOCIATES INC.OWNERARCHITECTTHE SKILLMAN CORPORATIONCONSTRUCTION MANAGERTLF ENGINEERSSITE/CIVIL ENGINEERCARMEL CLAYSCHOOLSCOVER SHEETREGULATORY REVIEWCONSTRUCTION PLANSCHERRY TREE ELEMENTARY SCHOOLADDITION & RENOVATION13989 HAZEL DELL PARKWAYCARMEL, INDIANA 46033LAKEPORTERLAPORTEST. JOSEPHELKHARTLAGRANGESTEUBENDEKALBNOBLEKOSCIUSKOMARSHALLSTARKEJASPERNEWTONPULASKIFULTONWHITLEYALLENADAMSWELLSHUNTINGTONWABASHMIAMICASSWHITEBENTONCARROLTIPPECANOEWARRENHOWARDGRANTBLACKFORDJAYRANDOLPHDELAWAREMADISONTIPTONCLINTONBOONEHAMILTONHANCOCKHENRYWAYNEUNIONFAYETTERUSHMONTGOMERYFOUNTAINPARKEVERMILLIONVIGOCLAYPUTNAMMORGANHENDRICKSMARIONJOHNSONSHELBYFRANKLINDECATURBARTHOLOMEWBROWNMONROEOWENGREENESULLIVANDEARBORNRIPLEYJENNINGSLAWRENCEMARTINORANGEWASHINGTONSCOTTJEFFERSONSWITZERLANDOHIOCLARKFLOYDHARRISONCRAWFORDPERRYDUBOISDAVIESSKNOXPIKEGIBSONSPENCERWARRICKPOSEYJACKSONVANDER-BURGHSTATE OF INDIANASITE LOCATIONVICINITY MAPLOCATION MAPCIVIL SHEET INDEXC0.1COVER SHEETG0.1GENERAL NOTESG0.2GENERAL NOTES1BOUNDARY RETRACEMENT SURVEY1TOPOGRAPHIC SURVEY2TOPOGRAPHIC SURVEYGD1.0OVERALL SITE DEMOLITION PLANGD1.1SITE DEMOLITION PLANG1.0OVERALL SITE LAYOUT PLANG1.1ENLARGED SITE LAYOUT PLANG1.2ENLARGED SITE LAYOUT PLANG1.3ENLARGED SITE LAYOUT PLANG2.0OVERALL GRADING PLANG2.1ENLARGED GRADING PLANG2.2EMERGENCY FLOOD ROUTING PLANG3.1PRE-CONSTRUCTION EROSION CONTROL PLANG3.2EROSION CONTROL PLANG3.3EROSION CONTROL DETAILSG3.4STORMWATER POLLUTION PREVENTION PLAN (SWPPP)G4.1SITE DETAILSG4.2SITE DETAILSG4.3SITE DETAILSG5.0MAINTENANCE OF TRAFFIC (MOT) PLANG5.1MOT DETAILSSU1.1OVERALL SITE UTILITY PLANSU1.2SITE UTILITY PLANSU1.3STORM SEWER PLAN AND PROFILESSU2.1SITE UTILITY DETAILSSU2.2SITE UTILITY DETAILSL1.1LANDSCAPE PLANL1.2LANDSCAPE DETAILSREV.NO.DESCRIPTIONDATE3901 W 86TH ST., SUITE 200INDIANAPOLIS, IN 46268CONTACT: PETE RANKOVICH, P.E.PHONE: (317) 334-1500EMAIL: prankovich@tlf-engineers.com3834 S. EMERSON AVE., BLDG AINDIANAPOLIS, IN 46203CONTACT: TYLER BARKERPHONE: (317) 474-2288EMAIL: TBARKER@SKILLMAN.COM5185 E. MAIN ST.CARMEL, INDIANA 46033CONTACT: TODD FENOGLIOPHONE: (317) 844-8207EMAIL: tfenogli@ccs.k12.in.us350 EAST NEW YORK STREET, SUITE 300INDIANAPOLIS, INDIANA 46204CONTACT: ANDY MILLERPHONE: (317) 848-0966 EXT. 10309EMAIL: AMILLER@FHAI.COMPROJECT NUMBER: 222011.00PROJECT ISSUE DATE: 12.15.2023DRAWN BY: ARSTAC REVIEW12-15-20231ARCHITECTURAL SHEET INDEXA1.01UNIT A - FIRST FLOOR ARCHITECTURAL PLANA1.02UNIT B - FIRST FLOOR ARCHITECTURAL PLANA1.03UNIT C - FIRST FLOOR ARCHITECTURAL PLANA1.04UNIT D - FIRST FLOOR ARCHITECTURAL PLANA1.05UPPER LEVEL FLOOR PLANSA3.01BUILDING ELEVATIONSA3.02BUILDING ELEVATIONSA3.03BUILDING ELEVATIONSELECTRICAL SHEET INDEXESP.1ELECTRICAL SITE PHOTOMETRIC PLANPROJECT INFORMATION19700317No.TAC COMMENT RESPONSE26-17-20246/19/2024
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTADDENDUM #3TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G0.1GENERAL NOTESGENERAL 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL FEDERAL,STATE, COUNTY, CITY, AND LOCAL PERMITS FOR ANY AND ALL WORK REQUIREDUNLESS OTHERWISE NOTED. THIS SHALL INCLUDE ALL SUBMITTALS ASREQUIRED INCLUDING STORMWATER RUNOFF CONTROL (IDEM CSGP). THECONTRACTOR IS RESPONSIBLE FOR PAYING FOR ALL REQUIRED PERMITS BYANY OR ALL AGENCIES MENTIONED ABOVE UNLESS OTHERWISE NOTED BY THECONTRACT OR SPECIFICATIONS.3. CONTRACTOR SHALL VERIFY DATE OF PLANS WITH ENGINEER PRIOR TOCONSTRUCTION TO ENSURE USE OF CURRENT PLANS.4. ALL QUANTITIES PROVIDED ARE ESTIMATES AND SHALL BE CONFIRMED BY THEBIDDING CONTRACTORS.5. ADDITIONAL INFORMATION CONCERNING EARTH MOVING MAY BE FOUND IN THEGEOTECHNICAL ENGINEERING INVESTIGATION BY ATLAS DATED MAY 22, 2023.ALL REQUIREMENTS OF THE GEOTECHNICAL ENGINEERING INVESTIGATIONSHALL BE FOLLOWED. THE INFORMATION SHOWN IN THE GEOTECHNICALENGINEERING INVESTIGATION IS FOR INFORMATION ONLY AND IT IS THECONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS.IN CASE OF CONFLICT BETWEEN THE CONSTRUCTION DOCUMENTS AND THEGEOTECHNICAL ENGINEERING INVESTIGATION, THE MORE STRINGENTREQUIREMENTS SHALL GOVERN.6. SITE BOUNDARY, TOPOGRAPHY, UTILITY, STRUCTURES AND ROADINFORMATION TAKEN FROM A SURVEY PREPARED BY SCHNEIDER GEOMATICSDATED 09/05/2023.7. PROPERTY ZONING IS S-1.8. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROMDISTURBANCE DURING CONSTRUCTION.9. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.10. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESSITE LAYOUT1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TOSTARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLFIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROMTHE ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEERIMMEDIATELY.2. DO NOT LOCATE OR STAKE BUILDING FROM SITE/CIVIL PLANS. USEARCHITECTURAL AND STRUCTURAL PLANS. CONTRACTOR SHALL REFER TO THEARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES,EXIT PORCHES, TRUCK DOCK, BUILDING DIMENSIONS AND BUILDING UTILITYENTRANCE LOCATIONS.3. DIMENSIONS SHOWN ARE TO FACE OF CURB AND TO FACE OF BUILDING UNLESSNOTED OTHERWISE.4. RADII NOT DIMENSIONED ARE TO BE 5'.5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL GRADEELEVATIONS.6. REFER TO APPROPRIATE SITE DETAILS TO DETERMINE SUBGRADE ELEVATIONSBELOW FINISH GRADE ELEVATIONS INDICATED.7. TAPER CURB HEIGHT TO 1" IN FINAL 2' OF ALL CURB ENDINGS.8. EXACT LOCATION OF SIGNS TO BE COORDINATED WITH OWNER AND APPROVEDPRIOR TO INSTALLATION.9. FIRST FLOOR ACTUAL ELEVATION 782.00' SHOWN ON SITE AND UTILITY DRAWINGS= 100'-0" ASSUMED ON STRUCTURAL AND ARCHITECTURAL DRAWINGS.GRADING AND EARTHWORK 1. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS,CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA.EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLEINFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIRSUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITHTHE APPLICABLE UTILITY COMPANY) IS THE RESPONSIBILITY OF THECONTRACTOR.2. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY ORLOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION.3. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHERFACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY EARTH MOVINGOPERATIONS.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACQUAINT HIMSELF WITH SUBSOILCONDITIONS PRIOR TO BIDDING.5. CONTRACTOR SHALL VERIFY WITH OWNER EXACT LOCATION AND DEPTH OF ALLPRIVATE/OWNER INSTALLED UTILITIES PRIOR TO CONSTRUCTION.6. DETERMINE LOCATION OF UNDERGROUND UTILITIES AND PERFORM WORK IN AMANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND EXCAVATE AS REQUIRED.7. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHENEXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFYCOVER REQUIREMENTS BY UTILITY CONTRACTOR AND/OR UTILITY COMPANIES SOAS NOT TO CAUSE DAMAGE.8. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORECONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON SITE.ALL VERIFICATIONS (LOCATIONS, SIZE AND DEPTH) SHALL BE MADE BY THEAPPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING AROUND OR OVEREXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO AREPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO INSTRUCT ANDOBSERVE DURING CONSTRUCTION.9. EXCAVATE TO SUBGRADE ELEVATIONS REGARDLESS OF THE CHARACTER OFSURFACE AND SUBSURFACE CONDITIONS ENCOUNTERED. UNCLASSIFIEDEXCAVATED MATERIALS MAY INCLUDE ROCK, SOIL MATERIALS, ANDOBSTRUCTIONS.10. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS,FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING THE PROJECTSITE AND SURROUNDING AREA. REROUTE SURFACE WATER RUNOFF AWAY FROMEXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS.DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES.11. STOCKPILE BULK MATERIALS AWAY FROM EDGE OF EXCAVATIONS WITHOUTINTERMIXING WITH SUBSOIL. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACEWATER. COVER TO PREVENT WINDBLOWN DUST AND EROSION BY WATER. DONOT STORE WITHIN DRIP LINE OF TREES THAT WILL REMAIN.12. CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THEUTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITYCOMPANIES.13. THE CONTRACTOR SHALL PROVIDE AT LEAST 24" OF COVER OVER ALL STORMSEWERS, UNLESS OTHERWISE INDICATED BY PLANS.14. PROVIDE COMPACTED "B" BORROW BACKFILL OVER ALL UTILITIES IN PAVEDAREAS.15. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES ANDNEW GRADES.16. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREEDUPON BY PARTIES CONCERNED.17. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.18. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTERINSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"CONDITIONS.19. MAXIMUM LAWN SLOPE IS 3:1.20. DURING FINISH GRADING, ELIMINATE RILLS AND GULLIES. REMOVE ALL STONES,RUBBLE, STICKS, WIRE, PLANT MASS AND DEBRIS OVER 1 INCH IN ANY DIMENSION,AS WELL AS OBVIOUS QUANTITIES OF SMALL STONE.21. REPAIR AND REESTABLISH GRADES TO SPECIFIED TOLERANCES WHERECOMPLETED OR PARTIALLY COMPLETED SURFACES BECOME ERODED, RUTTED,SETTLED, OR WHERE COMPACTION IS LOST DUE TO SUBSEQUENTCONSTRUCTION OPERATIONS OR WEATHER CONDITIONS.22. ADD ADDITIONAL TOPSOIL AND GRADE AS NECESSARY IN AREAS OF SETTLEMENTAND EROSION, AND AS REQUIRED TO MEET FINISH GRADE.DEMOLITION1. DEMOLITION PERMIT WILL BE PROCURED BY THE SUBCONTRACTOR AND COSTSHALL BE INCLUDED AS PART OF THEIR WORK.2. DURING DEMOLITION PROCESS, EROSION CONTROL MEASURES SHALL BEESTABLISHED. THESE SHALL INCLUDE TREATMENT OF DUST AND POTENTIALSTORMWATER DISCHARGE. REFER TO EROSION CONTROL DRAWINGS.3. REMOVAL OF THE EXISTING IMPROVEMENTS ARE AS NOTED ON THE PLANS ORAS REQUIRED BY THE PROJECT. THE MATERIALS REMOVED FROM THE SITESHALL BE DISPOSED OF IN A PROPER AND LEGAL MANNER PER FEDERAL,STATE, AND OR LOCAL LAWS AND ORDINANCES.4. EXISTING ITEMS TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THECONTRACTOR. ANY DAMAGE DURING CONSTRUCTION SHALL BE RESTORED,RECONSTRUCTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE. ALLDAMAGES SHALL BE RESTORED OR REPLACED TO AT LEAST THEIR ORIGINALCONDITION OR AS REQUIRED OR DICTATED BY FEDERAL, STATE, COUNTY, CITYOR LOCAL REGULATIONS.5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL THE UTILITYCOMPANIES AND DEPARTMENTS 72 HOURS BEFORE DEMOLITION IS TO STARTTO VERIFY ANY UTILITIES THAT MAY BE PRESENT ON SITE. ALL VERIFICATIONS,LOCATIONS, SIZE AND DEPTHS SHALL BE MADE BY THE APPROPRIATE UTILITYCOMPANIES OR DEPARTMENTS. WHEN EXCAVATING AROUND OR OVEREXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SOA REPRESENTATIVE OF THE UTILITY MAY BE PRESENT DURING THEEXCAVATION TO INSTRUCT AND OBSERVE DURING THE EXCAVATION.6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH EACHUTILITY COMPANY AND OR AGENT WHO IS RESPONSIBLE TO REMOVE ORRELOCATE EACH EXISTING UTILITY. IT IS THE RESPONSIBILITY OF THECONTRACTOR TO BEAR THE COST FOR THE REMOVAL, TERMINATION ORRELOCATION OF UTILITIES IF THE RESPONSIBILITY IS NOT COVERED BY THEUTILITY COMPANY.7. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BEREMOVED OR ABANDONED IN PLACE.8. REMOVAL OF EXISTING CONCRETE OR OTHER PAVED AREAS INDICATED ONTHE PLANS SHALL INCLUDE ALL AGGREGATE BASE MATERIALS. AREAS TO BEREMOVED SHALL BE SAW CUT CLEAN, NEAT AND TRUE TO LINE. REMOVE ALLNON-ORGANIC MATTER THAT WOULD INTERFERE WITH THE GROWTH OF TURFOR PLANT MATERIAL.9. ALL CONTRACTORS MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN ANDAROUND EXISTING UTILITY LINES AND EQUIPMENT. ACTUAL FIELD LOCATIONSOF ALL EXISTING UTILITIES ARE THE CONTRACTORS RESPONSIBILITY ANDMUST BE LOCATED EITHER BY THE REPRESENTATIVE OF THE UTILITY COMPANYOR BY A PRIVATE UNDERGROUND UTILITY LOCATING COMPANY PRIOR TO THESTART OF DEMOLITION ACTIVITIES.10. SAW CUT THE EDGES OF PAVED AREAS CLEAN, NEAT AND TRUE TO LINE SO NOUNWANTED CHIPPING OR BREAKING OF EXISTING PAVEMENT TO REMAIN WILLOCCUR.11. UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION,NEATLY SAW-CUT ALONG LINE OF EXISTING PAVEMENT TO REMAIN BEFOREREMOVING ADJACENT EXISTING PAVEMENT. SAW-CUT FACES VERTICALLY.12. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION TOACCUMULATE ON THE JOB SITE FOR MORE THAN 48 HOURS. REMOVE ANDDISPOSE OF IN A LEGAL MANNER.13. GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO ADEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE.14. FILL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING OPERATIONS WITHSATISFACTORY SOIL MATERIAL UNLESS FURTHER EXCAVATION OREARTHWORK IS INDICATED.15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSPECT EACH DAY ANDREMOVE ALL MUD, DIRT, GRAVEL AND LOOSE MATERIALS TRACKED, DUMPED,SPILLED OR WIND BLOWN FROM THIS SITE ONTO OTHER SITES, RIGHT OFWAYS, PUBLIC OR PRIVATE STREETS OR ROADS, DRIVEWAYS, YARDS ORSIDEWALKS. THE CONTRACTOR MUST CLEAN OR PICK UP DAILY IF NECESSARY.THE CONTRACTOR SHALL REDUCE THE AIRBORNE DUST DURING THE ENTIREDEMOLITION SCHEDULE. WATER MAY BE USED AS A REDUCER.16. THE CONTRACTOR SHALL DOCUMENT THE FINAL DISPOSITION OF ALLMATERIALS REMOVED FROM THE SITE.17. DEMOLITION ITEMS INCLUDE BUT ARE NOT LIMITED TO DEMOLITION ITEMSINDICATED ON THESE DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITYTO REMOVE OR RELOCATE ITEMS WHICH INTERFERE WITH NEWCONSTRUCTION.1. ALL EROSION CONTROL PLANNING AND IMPLEMENTATION OF PROTECTIVEMEASURES SHALL BE IN ACCORDANCE WITH THE STANDARDS AND PROCEDURESOUTLINED IN THE IDEM "INDIANA STORM WATER QUALITY MANUAL".2. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE ANDREPAIR OF ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURESDURING EARTHMOVING OPERATIONS.3. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORKAREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHER PAVEDAREAS.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL AND LIMIT THE TRACKINGOF SILT AND SEDIMENT OFFSITE. THE CONTRACTOR SHALL BROOM AND COLLECTTRACKED SILT AND SEDIMENT IMMEDIATELY UPON DISCOVERY THE MATERIAL.5. DO NOT COMMENCE SITE CLEARING OR EARTH MOVING OPERATIONS UNTILTEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.6. DUST CONTROL IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL INCLUDECONSTANT AND REPETITIVE APPLICATION OF WATERING AND STREET SWEEPING.7. THE CONTRACTOR SHALL TEMPORARILY SEED ALL DISTURBED AREAS PLANNEDFOR A PERIOD OF INACTIVITY EXCEEDING 15 DAYS.EROSION CONTROLSITE UTILITIES1. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEYINFORMATION AND EXISTING DRAWINGS. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN-SERVICE OR ABANDONED. THE ENGINEER FURTHER DOES NOTWARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACTLOCATION INDICATED ALTHOUGH THE ENGINEER DOES CERTIFY THAT THEY ARELOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION MADEAVAILABLE. THE ENGINEER HAS NOT PHYSICALLY LOCATED THE UNDERGROUNDUTILITIES.2. CONTRACTOR SHALL VERIFY EXISTING STORM SEWER AND SANITARY SEWERCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTIONTO ENSURE THAT THE NEW SEWERS CAN BE CONSTRUCTED AS SHOWN ON THESEPLANS. REPORT ANY DISCREPANCIES TO THE ENGINEER.3. CONSTRUCTION OF ALL STORM AND SANITARY SEWER LINES AND STRUCTURESSHALL BE IN ACCORDANCE WITH LOCAL AND STATE CODES, RULES ANDREGULATIONS.4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AND COORDINATECONSTRUCTION WITH ALL RESPECTIVE UTILITIES.5. EXISTING UTILITY STRUCTURES ARE SHOWN IN ACCORDANCE WITH AVAILABLEINFORMATION. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TOLOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTEDCONSTRUCTION AREA. THE LOCATION AND PROTECTION OF UTILITYSTRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION ISTHE RESPONSIBILITY OF THE CONTRACTOR.6. CONTRACTOR SHALL INSTALL ALL SLEEVES/CONDUITS AS REQUIRED BY THEUTILITY COMPANIES. COORDINATE FINAL LOCATIONS WITH THE UTILITYCOMPANIES. CONTRACTOR SHALL SLEEVE ALL PIPING AT FOOTINGS AND BELOWGRADE WALLS. SLEEVES SHALL BE WATER TIGHT. COORDINATE ALL WALLPENETRATIONS WITH STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBINGPLANS.7. CONTRACTOR SHALL VERIFY WITH OWNER THE EXACT LOCATION AND DEPTH OFALL PRIVATE/OWNER-INSTALLED UTILITIES PRIOR TO CONSTRUCTION.8. CONTRACTORS SHALL CONSULT ARCHITECTURAL, MECHANICAL, PLUMBING ANDELECTRICAL PLANS FOR INVERT ELEVATIONS AND EXACT LOCATION OFDOWNSPOUTS, WATER LINES, STORM LINES, SANITARY LINES, GAS LINES,ELECTRICAL LINES, TELECOM LINES, TRANSFORMER PADS OR POLES, ETC.9. ALL SITE WATER SERVICE LINES, SANITARY SEWER SERVICE LINES AND STORMSEWER LINES END 5' OUTSIDE THE BUILDING LINE.10. SEE PLUMBING DRAWINGS FOR CONTINUATION OF WATER PIPING, SANITARYSEWER AND STORM SEWER INTO THE BUILDING.11. SEE SITE ELECTRICAL PLANS FOR SITE LIGHTING, POWER AND TELECOM.12. INSTALL PIPING BEGINNING AT LOW POINT, TRUE TO GRADES AND ALIGNMENTINDICATED WITH UNBROKEN CONTINUITY OF INVERT. PLACE BELL ENDS OF PIPINGFACING UPSTREAM. INSTALL GASKETS, SEALS, SLEEVES, AND COUPLINGSACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TOMANUFACTURER'S WRITTEN INSTRUCTIONS FOR USE OF LUBRICANTS, CEMENTS,AND OTHER INSTALLATION REQUIREMENTS.13. INSTALL MANHOLES FOR CHANGES IN DIRECTION UNLESS FITTINGS AREINDICATED. USE FITTINGS FOR BRANCH CONNECTIONS UNLESS DIRECT TAP INTOEXISTING SEWER IS INDICATED.14. PVC AND HDPE STORM SEWER PIPE TO BE INSTALLED ONLY AT LOCATIONSINDICATED AND SHALL NOT BE SUBSTITUTED FOR LOCATIONS WHERE RCP PIPE ISSPECIFIED.15. THE CONTRACTOR SHALL PROVIDE AT LEAST 24" OF COVER OVER ALL STORMSEWERS, UNLESS OTHERWISE INDICATED BY PLANS.16. WATER LINES AND FIRE PROTECTION LINES SHALL BE INSTALLED WITH A MINIMUMBURY OF 5'-0" OR AS PER LOCAL UTILITY COMPANY REQUIREMENTS.17. WHERE WATER LINES AND SEWERS CROSS AND THE WATER LINE CANNOT BEPLACED ABOVE OR BELOW THE SEWER WITH A MINIMUM OF 18" VERTICALCLEARANCE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADEDUCTILE IRON PIPE WITH MECHANICAL JOINTS OR PLASTIC PRESSURE (SDR 21)SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS WITHIN 10' OF THEWATER LINE. THE WATER LINES SHALL BE INSTALLED ABOVE THE SEWERWHEREVER POSSIBLE.18. WHERE WATER LINES AND SEWERS RUN PARALLEL AND A MINIMUM SEPARATIONDISTANCE OF 10' CANNOT BE MAINTAINED, THE SEWER MUST BE CONSTRUCTEDOF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS ORPLASTIC PRESSURE SEWER PIPE WITH GASKETED, COMPRESSION TYPE JOINTS.19. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.20. ANY STORM DRAIN, FIELD TILE, OR UTILITY ENCOUNTERED DURINGCONSTRUCTION SHALL BE RELOCATED AND POSITIVE DRAINAGE MAINTAINEDUNLESS OTHERWISE NOTED TO REMAIN. NOTIFY ENGINEER IF ANY DRAINS AREENCOUNTERED.21. ALL PAVEMENT CUT DUE TO UTILITY INSTALLATION, CONSTRUCTION OF CURBS,ETC., OR DAMAGE TO EXISTING PAVEMENT DURING CONSTRUCTION SHALL BEPATCHED WITH A PAVEMENT SECTION WHICH MEETS OR EXCEEDS THE EXISTINGSECTION.LANDSCAPING1. PRIOR TO CONSTRUCTION, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLEFOR LOCATING ALL UNDERGROUND UTILITIES & SHALL AVOID DAMAGE TO ALLUTILITIES DURING THE COURSE OF THE WORK. THE LANDSCAPE CONTRACTOR ISRESPONSIBLE FOR REPAIRING ANY & ALL DAMAGE TO THE UTILITIES, STRUCTURES,SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPECONSTRUCTION.2. LANDSCAPE CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS PRIOR TO THECOMMENCEMENT OF WORK.3. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TOBE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT PRIOR TOBID DATE IN WRITING.4. DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, UTILITIES, WALKWAYSAND PAVEMENTS, OR ON EXISTING TURF AREAS OR PLANTS.5. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHERCONDITIONS PERMIT PLANTING TO BE PERFORMED WHEN BENEFICIAL AND OPTIMUMRESULTS MAY BE OBTAINED.6. SUSPEND PLANTING OPERATIONS DURING PERIODS OF EXCESSIVE SOIL MOISTUREUNTIL THE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS TO ATTAIN THEREQUIRED RESULTS.8. UNIFORMLY MOISTEN EXCESSIVELY DRY SOIL THAT IS NOT WORKABLE OR WHICH ISDUSTY.9. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORK AREA INAN ORDERLY CONDITION.10. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES,TREES, SHRUBS, AND PLANTINGS FROM DAMAGE CAUSED BY PLANTING OPERATIONSAND FROM HYDROSEEDING AND HYDROMULCHING OVERSPRAY. PROMPTLY REPAIRANY DAMAGE CAUSED BY PLANTING OPERATIONS.11. ESTABLISH TREE PROTECTIONS ZONES AS REQUIRED BY SPECIFICATIONS.12. ALL DISTURBED AREAS SHALL BE SEEDED/SODDED PER SPECIFICATIONS.13. ALL GRASS AND/OR LANDSCAPING DISTURBED BY NEW CONSTRUCTION SHALL BERESTORED TO ORIGINAL OR BETTER CONDITION.MAINTENANCE OF TRAFFIC1. THE MAINTENANCE OF TRAFFIC (MOT) EFFORTS CONDUCTED BY THE CONTRACTORWILL INCLUDE PROVIDING, MANAGING AND MAINTAINING EQUIPMENT AND PERSONNELNECESSARY FOR MAINTAINING SAFE TRAFFIC CONDITIONS AT ALL TIMES DURING THEPROJECT. TRAFFIC MAINTENANCE INCLUDES BOTH PROTECTING THE TRAVELINGPUBLIC APPROACHING THE SITE AND INCORPORATING SAFE AND EFFICIENTCIRCULATION WITHIN THE CONSTRUCTION AREA.2. THE CONTRACTOR SHALL FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROLSIGNS AND DEVICES DURING THE HOURS OF CONSTRUCTION OPERATIONS AND AT ALLOTHER TIMES IN ACCORDANCE WITH LOCAL AND INDOT STANDARDS. IN ADDITION TOTHE LOCAL AND STATE STANDARDS, THE CONTRACTOR SHALL CONSULT THE U.S. DOT,FHA, AND MUTCD REGULATIONS REGARDING THE TYPE AND PLACEMENT OF TRAFFICCONTROL DEVICES.3. THE CONTRACTOR SHALL PROVIDE ALL DEVICES NECESSARY AND INSTALLTEMPORARY VEHICLE ROUTES, DETOURS AND RUNAROUNDS TO MAINTAIN THEOWNER'S ONGOING ACTIVITIES. MODIFICATIONS AND TEMPORARY SHUTDOWNS FORTHESE TRAFFIC ROUTES SHALL FIRST BE COORDINATED WITH THE OWNER.4. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED ORUSED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVINGJURISDICTION.5. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IFREQUIRED BY OWNER OR AUTHORITIES HAVING JURISDICTION.6. ALL SIDEWALK CLOSURES REQUIRE A SIGNED ALTERNATIVE ROUTE FOR PEDESTRIANS.7. MAINTAIN FIRE, AMBULANCE AND POLICE VEHICLE ACCESS TO THE BUILDINGS AT ALLTIMES DURING CONSTRUCTION.8. ALL REQUIRED COMMUNICATION, PERMITS OR NOTICES NEEDED BY THE LOCAL FIRE,POLICE AND CITY OFFICES WILL REMAIN THE CONTRACTOR'S RESPONSIBILITY. THECONTRACTOR SHALL DETERMINE IF ANY LOCAL ROAD RESTRICTIONS ON WEIGHT OROTHERWISE EXISTS BEFORE DIRECTING INCOMING AND OUTGOING CONSTRUCTIONTRAFFIC.9. SIGNS AND DEVICES SHOWN ON THE MAINTENANCE OF TRAFFIC PLAN REPRESENT THEMINIMUM STANDARDS. ADDITIONAL SIGNS AND ADJUSTMENTS TO LOCATION MAY BEREQUIRED TO ADDRESS CHANGING FIELD CONDITIONS.10. PROMPTLY REMOVE TEMPORARY TRAFFIC CONTROL WHEN SIGNS AND DEVICES NOLONGER SERVE ANY PURPOSE.11. TEMPORARY FACILITIES, INCLUDING REROUTING PEDESTRIAN PATHS AROUND THEWORK SITE ARE THE CONTRACTOR'S RESPONSIBILITY AND WILL BE BASED ON THEOWNER'S NEEDS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNERREGARDING SITE ACCESS AND PEDESTRIAN MOVEMENT AROUND THE CONSTRUCTIONSITE PRIOR TO PLACING CONSTRUCTION FENCING, GATES AND EQUIPMENT ORMATERIALS ON SITE.12. THE LOCATION OF CONSTRUCTION LAYDOWN AREAS MUST FIRST BE APPROVED BYTHE OWNER. LAYDOWN AREAS SHALL BE FENCED AND PROTECTED FROM THESURROUNDING PROPERTIES.13. CONSTRUCTION ONSITE JOB TRAILERS SHALL BE COORDINATED WITH THE OWNER.FOR TRAILERS WITH PLUMBING, THE UNITS SHALL BE SERVED BY EITHER A PROPERLYPERMITTED SANITARY SEWER LATERAL OR TEMPORARY WASTE STORAGE REVIEWEDAND APPROVED BY BOTH THE OWNER AND THE LOCAL AUTHORITIES.TAC REVIEW12-15-20231TAC COMMENT RESPONSE3-5-202426/19/2024
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 12.15.2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTBIDSTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G0.2GENERAL NOTESCITY OF CARMEL RIGHT-OF WAY CURBING POLICY - DECEMBER 13, 2006CITY OF CARMEL RIGHT-OF-WAY POLICY1)GENERALA) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DELIVERY, EXCAVATION FOR, PLACING, INSTALLATION, JOINTING, CURING, FINISHING, AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS AND SOIL SUBGRADES, INSTALL AGGREGATE BASES AND INSTALL CONCRETE CURBING WITHIN PROPERTY WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL AND EXISTING OR PROPOSED RIGHT-OF-WAY.B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY.C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS),EXCEPT WHERE DEVIATIONS ARE ALLOWED OR SPECIFIED HEREIN, OR VARIANCES ARE GRANTED.D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY.E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY.F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION.G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS.H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN:I) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITY OF CARMEL.II) THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK.I) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS.J) PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK.K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OF ENGINEERING.L) AT THE SOLE DISCRETION OF THE ENGINEER, THE PORTIONS OF THIS POLICY RELATED TO INSPECTIONS AND TESTING OF WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY OUTSIDE OF THE RIGHT-OF-WAY SHALL BE DETERMINED AT THEPRE-CONSTRUCTION MEETING.M) DIMENSIONAL AND OTHER STANDARDS FOR CONCRETE CURB SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL STANDARD DETAILS.N) UNDER NO CIRCUMSTANCES SHALL MATERIAL OTHER THAN PORTLAND CEMENT CONCRETE MEETING THE STANDARDS ESTABLISHED BY THIS POLICY BE UTILIZED TO CONSTRUCT CONCRETE CURBS WITHIN THE CORPORATE LIMITS OF THE CITYOF CARMEL.O) UNDER NO CIRCUMSTANCES SHALL EXTRUDED TYPE CURB BE INSTALLED WITHIN THE CORPORATE LIMITS OF THE CITY OF CARMEL.2) FOUNDATIONA) GENERALI) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.II) THE FOUNDATION SHALL BE PREPARED IN ACCORDANCE WITH SECTION 605.03(A) OF THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THIS POLICY.B) EXCAVATION AND EMBANKMENTI) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THE SLOPE STAKE LIMITSSHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHINTHE LIMITS OF THE SLOPE STAKES.II) EXCAVATIONS(1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.(2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.III) EMBANKMENTS(1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.(2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS.(3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITHSECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS.(4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6-INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION203 OF THE STANDARD SPECIFICATIONS.(5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION.(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.C) SOIL SUBGRADESI) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(B) OF THIS POLICY AND ONLY AFTER THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINS INDICATED ONTHE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE CITY OF CARMEL TRENCH BACKFILLINGSPECIFICATIONS.II) THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES.III) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS.IV) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR CONCRETE CURBS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE THE PLACEMENT OF ANY AGGREGATE BASE OR CONCRETE CURBING.V) AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING OR ISSUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING AGGREGATE BASE OR CONCRETE CURBING, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE OR CONCRETE CURBING.3) AGGREGATE BASESA) GENERALI) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE BASE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.II) AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS.III) THE AGGREGATE BASE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS.IV) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS.V) AGGREGATE BASES SHALL BE CONSTRUCTED ON APPROVED SOIL SUBGRADES AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.B) TEMPERATURE AND SEASONAL LIMITATIONSI) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS.II) FROZEN MATERIAL SHALL NOT BE PLACED.III) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY.C) PREPARATIONI) THE PREPARED SOIL SUBGRADE SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT.II) THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE IN ACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED.D) SPREADING AND FINISHINGI) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS.II) THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS.III) CONCRETE CURB SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OR EXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF CONCRETE CURB SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED.4) CONCRETE CURBA) GENERALI) THIS WORK SHALL CONSIST OF PLACING CONCRETE CURBING ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.II) CONCRETE CURB SHALL BE CONSTRUCTED ON PREPARED SOIL SUBGRADES OR AGGREGATE BASES TO THE DIMENSIONAL STANDARDS OF THE APPLICABLE CITY OF CARMEL STANDARD DETAILS OR IN ACCORDANCE WITH THE CURBINGDETAILS OF THE APPROVED CONSTRUCTION DOCUMENTS.III) MATERIALS USED IN THE PRODUCTION OF THE CONCRETE FOR THE CURBING SHALL BE IN ACCORDANCE WITH SECTION 605.02 OF THE STANDARD SPECIFICATIONS. HIGH EARLY STRENGTH ADMIXTURES MAY BE UTILIZED BUT SHALL NOT BECONSIDERED IN WAIVING ANY REQUIREMENTS OF THIS POLICY. FREEZE PROTECTION ADMIXTURES SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES.IV) EQUIPMENT UTILIZED FOR CONCRETE CURBING INSTALLATION WORK, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING/DELIVERY, PLACING, INSTALLATION, JOINTING, CURING, FINISHING AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITH SECTION 508 OF THE STANDARD SPECIFICATIONS.V) CONCRETE PRODUCTION, MIXING AND HAULING/DELIVERY SHALL BE IN ACCORDANCE WITH SECTION 502.10 OF THE STANDARD SPECIFICATIONS.VI) INSTALLATION OF THE CONCRETE CURBING INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE COMPLETED IN THE SAME PAVING SEASON.B) PREPARATIONI) THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCE WITHSECTION 2C(V) AND 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE PLACEMENT OF ANY CONCRETE CURBING.II) ALL DISPLACEMENT OR RUTTING OF THE SOIL SUBGRADE OR AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING CONCRETE CURBING.C) WEATHER AND SEASONAL LIMITATIONSI) CONCRETE CURBING SHALL ONLY BE PLACED IN ACCORDANCE WITH SECTION 502.11 OF THE STANDARD SPECIFICATIONS WITH THE EXCEPTION THAT PLACEMENT OPERATIONS SHALL NOT BEGIN UNTIL THE AMBIENT TEMPERATURE IS 50ºFAND RISING. PLACEMENT OPERATIONS SHALL BE DISCONTINUED WHEN THE AMBIENT TEMPERATURE IS DESCENDING AND IS 50ºF OR BELOW. AT THE DISCRETION OF THE ENGINEER, CONCRETE MAY BE PLACED AT AMBIENT TEMPERATURESLESS THAN NOTED ABOVE PROVIDED THAT PLACEMENT, JOINTING, FINISHING AND CURING OPERATIONS CONFORM TO SECTIONS 502.11 AND 702.11 OF THE STANDARD SPECIFICATIONS.II) NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE OR AGGREGATE BASE.III) UNDER NO CIRCUMSTANCES SHALL CONCRETE CURB BE PLACED BETWEEN DECEMBER 15 AND MARCH 30.IV) IF A SOIL SUBGRADE OR AGGREGATE BASE OVER WHICH CONCRETE CURB IS TO PLACED, IS PLACED AND APPROVED BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF THE CONCRETE CURB WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULLTIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR.V) IF THE AMBIENT AND SOIL SUBGRADE OR AGGREGATE BASE SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, CONCRETE CURB SHALL BE ALLOWED TO BEPLACED ON AN APPROVED SOIL SUBGRADE OR AGGREGATE BASE PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THEENGINEER. THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR.VI) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL CONCRETE CURB PLACEMENT OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THEAGGREGATE BASE MAY RESULT IN SUBSTANDARD CONCRETE CURB PLACEMENT, CURING AND FINISHING.D) PLACEMENTI) CONCRETE CURB SHALL BE PLACED IN ACCORDANCE WITH SECTION 502.09, 502.12 AND 605.04(C) AND 605.04(D) OF THE STANDARD SPECIFICATIONS.II) CURB MACHINES MAY BE UTILIZED IN ACCORDANCE WITH SECTION 605.04(C) AND 605.04(H) OF THE STANDARD SPECIFICATIONS PROVIDED THAT THE EQUIPMENT CONFORMS TO THE REQUIREMENTS OF SECTION 508 OF THE STANDARD SPECIFICATIONS.III) FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 605.04(B) OF THE STANDARD SPECIFICATIONS.IV) FORMS SHALL BE REMOVED IN ACCORDANCE WITH SECTION 502.16 AND 605.04(B) OF THE STANDARD SPECIFICATIONS.E) JOINTSI) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 503 AND 605.04(E) OF THE STANDARD SPECIFICATIONS.II) JOINTS SHALL BE INSTALLED AT INTERVALS OF 10-FEET OR LESS; 5-FOOT OR LESS ALONG RADII. JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE JOINTS IN THE ADJOINING SIDEWALK. JOINTSSHALL BE SAWED TO A MINIMUM DEPTH OF 1/3 THE DEPTH OF EACH SEGMENT OF THE CURB (02/07/14).III) PREFORMED EXPANSION JOINTS SHALL BE PLACED AT INTERVALS OF 50-FEET OR LESS, AT ALL CASTINGS, THE BEGINNING AND END OF ALL CURB RETURNS, THE END OF EACH DAYS WORK AND WHERE ABUTTING EXISTING CONSTRUCTION.IN ADDITION TO THESE REQUIREMENTS, EXPANSION JOINTS IN INTEGRAL CURB AND SIDEWALKS SHALL BE LOCATED AT THE SAME LOCATION AS THE EXPANSION JOINTS IN THE ADJOINING SIDEWALK.F) FINISHING AND CURINGI) THE CONCRETE CURB SHALL BE FINISHED AND CURED IN ACCORDANCE WITH SECTION 502.14, 502.15, 504 AND 605.04(F) OF THE STANDARD SPECIFICATIONS.II) CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES ON SLIP-FORMED CONCRETE CURB. FOR FORMED CONCRETE CURB, CURING COMPOUND SHALL BE APPLIED TO ALL EXPOSED SURFACES INCLUDING SIDES AFTER ANYFORMS ARE REMOVED.III) THE CONCRETE CURB SHALL BE ALLOWED TO CURE FOR A MINIMUM OF 7-DAYS PRIOR TO COMMENCING BACKFILLING OPERATIONS ADJACENT TO THE CONCRETE CURBING (02/07/14).G) BACKFILLINGI) THE SPACES ADJACENT TO THE CONCRETE CURB SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION 605.04(G) OF THE STANDARD SPECIFICATIONS ONLY AFTER THE CONCRETE CURBING IS INSPECTED AND ACCEPTED BY THE ENGINEERIN ACCORDANCE WITH SECTION 5 OF THIS POLICY.II) BACKFILLING OPERATIONS SHALL BE COMPLETED PRIOR TO OPENING THE AREA TO REGULAR CONSTRUCTION TRAFFIC.5) INSPECTIONSA) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY.C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF SUCH PROOFROLLS.D) THE CONTRACTOR AND ENGINEER WILL CONDUCT AN INSPECTION OF THE NEW CONCRETE CURBING FOR ANY DAMAGE, INCLUDING FREEZING OR RANDOM CRACKS. THE INSPECTION AND ALL NECESSARY REPAIRS SHALL BE COMPLETED PRIORTO BACKFILLING OPERATIONS.E) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THEPORTION OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER.F) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, CONCRETE CURB SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR. THE AVERAGE THICKNESSES OF THE CURB MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS.G) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, INSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTIONDOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE.H) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGHCARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNER AT THE CONTRACTOR'S EXPENSE.I) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED OR REMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE.J) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER.6) ACCEPTANCEA) BEFORE ACCEPTANCE OF THE CONCRETE CURB, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) AND THE APPROVED CONSTRUCTIONDOCUMENTS.B) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT.CITY OF CARMEL RIGHT-OF WAY PAVING POLICY - NOVEMBER 2, 20051) GENERALA) THE WORK SUBJECT TO THE REQUIREMENTS OF THIS POLICY SHALL INCLUDE THE PRODUCTION, HAULING/DELIVERY, SPREADING, FINISHING, COMPACTION AND OTHER WORK NECESSARY TO PREPARE FOUNDATIONS, INSTALL AGGREGATE BASES AND INSTALL ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT MIXTURES WITHIN EXISTING OR PROPOSED RIGHT-OF-WAY FOR ROADWAYS, AUXILIARY LANESAND ASPHALT MULTI-USE PATHS.B) THIS POLICY SHALL BE THE BASIS FOR ACCEPTANCE OF THE WORK BY THE CITY. FAILURE TO ADHERE TO THE REQUIREMENTS OF THIS POLICY MAY RESULT IN NON-ACCEPTANCE OF THE WORK OR OTHER REMEDIES OUTLINED IN THIS POLICY.C) WORKMANSHIP, MATERIALS AND QUALITY OF THE WORK COMPLETED SHALL CONFORM TO THE 2006 STANDARD SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION (HEREINAFTER REFERRED TO AS STANDARD SPECIFICATIONS), EXCEPT WHERE DEVIATIONS ARE ALLOWED HEREIN, OR VARIANCES ARE GRANTED.D) WHERE THE MINIMUM STANDARDS OF ANY OTHER GOVERNMENTAL AGENCY HAVING CONCURRENT JURISDICTION EXCEED THESE STANDARDS, THE HIGHER STANDARDS SHALL APPLY.E) IF ANY PLAN OR OTHER NOTE OR SPECIFICATION ON THE APPROVED CONSTRUCTION DOCUMENTS EXCEEDS THE MINIMUM STANDARDS OF THIS POLICY, THE HIGHER STANDARDS SHALL APPLY.F) NOTHING CONTAINED HEREIN SHALL BE CONSTRUED AS PROHIBITING THE DESIGN AND CONSTRUCTION OF IMPROVEMENTS MEETING HIGHER STANDARDS, NOR AS DISCOURAGING PETITIONS TO APPROPRIATE GOVERNING BODIES FOR VARIANCES FOR ALTERNATIVES WHICH CAN BE SUPPORTED BY ADVANCES IN TECHNOLOGY AND ARE APPROVED BY OTHER AGENCIES WITH CONCURRENT JURISDICTION.G) ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 105.03 OF THE STANDARD SPECIFICATIONS.H) FOR THE PURPOSES OF THIS POLICY, WHERE THE TERM ENGINEER IS USED IN THIS POLICY AND THE STANDARD SPECIFICATIONS, IT SHALL MEAN:I) THE CARMEL CITY ENGINEER, STAFF OF THE DEPARTMENT OF ENGINEERING, OTHER PERSONNEL EMPLOYED BY THE CITY OF CARMEL, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINED TO REPRESENT THE CITYOF CARMEL.II) THE HAMILTON COUNTY HIGHWAY ENGINEER, STAFF OF THE HAMILTON COUNTY HIGHWAY DEPARTMENT, OTHER PERSONNEL EMPLOYED BY HAMILTON COUNTY, OR AUTHORIZED AGENT(S) THAT MAY BE RETAINEDTO REPRESENT HAMILTON COUNTY HIGHWAY, DEPENDING ON THE LOCATION OF THE WORK.I) AUTHORITY OF THE ENGINEER OVER THE WORK SHALL BE PER SECTION 105.01 OF THE STANDARD SPECIFICATIONS.J) PRIOR TO COMMENCING THE WORK, THE CONTRACTOR PERFORMING THE WORK SHALL CONTACT THE ENGINEER TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE ENGINEER'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE ENGINEER AS IT RELATES TO THE WORK.K) UNDER NO CIRCUMSTANCES SHALL WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY COMMENCE WITHOUT OBTAINING APPROVED CONSTRUCTION DRAWINGS BY THE CITY OF CARMEL DEPARTMENT OFENGINEERING.2) FOUNDATIONA) GENERALI) THIS WORK SHALL CONSIST OF THE CONSTRUCTION/PREPARATION OF THE FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.B) EXCAVATION AND EMBANKMENTI) PRIOR TO BEGINNING EXCAVATION AND EMBANKMENT OPERATIONS, ALL NECESSARY CLEARING, GRUBBING, SCALPING AND TOPSOIL STRIPPING AND SUBSEQUENT BACKFILLING FOR REMOVED ITEMS WITHIN THESLOPE STAKE LIMITS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 201.03 AND 201.04 OF THE STANDARD SPECIFICATIONS. ALL TOPSOIL, VEGETATION, ROOTS, STUMPS, FRIABLE AND DELETERIOUS MATERIAL SHALL BE COMPLETELY REMOVED WITHIN THE LIMITS OF THE SLOPE STAKES.II) EXCAVATIONS(1) AFTER EXCAVATION OPERATIONS, ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS AND THE RESULTING VOID SHALL BEREFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.(2) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER EXCAVATION OPERATIONS SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.III) EMBANKMENTS(1) EMBANKMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.(2) ALL SPONGY AND YIELDING MATERIAL THAT DOES NOT READILY COMPACT SHALL BE REMOVED FROM WITHIN THE SLOPE STAKE LIMITS PRIOR TO EMBANKMENT OPERATIONS.(3) ANY PRONOUNCED DEPRESSIONS WITHIN THE SLOPE STAKE LIMITS RESULTING AFTER CLEARING, GRUBBING, SCALPING AND TOPSOIL REMOVAL SHALL BE REFILLED WITH SUITABLE MATERIAL AND COMPACTEDIN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS PRIOR TO EMBANKMENT OPERATIONS.(4) PRIOR TO THE CONSTRUCTION OF ANY EMBANKMENT, THE ORIGINAL GROUND SURFACE WITHIN THE LIMITS OF THE SLOPE STAKES SHALL BE LEVELED AND THE UPPER 6-INCHES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.(5) EMBANKMENTS SHALL BE SHAPED TO BE WELL DRAINED AND SHALL BE PROTECTED TO PREVENT EROSION.(6) LOOSE DEPTH OF EACH EMBANKMENT LIFT, FINAL COMPACTED DEPTH, COMPACTION METHOD AND COMPACTION REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 203 OF THE STANDARD SPECIFICATIONS.C) SOIL SUBGRADESI) SUBGRADES SHALL BE INSTALLED ON FOUNDATIONS CONSTRUCTED IN ACCORDANCE WITH SECTION 2(A) AND SECTION 2(B) OF THIS POLICY AND ONLY THE INSTALLATION OF ALL UTILITIES AND SUBSURFACE DRAINSINDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS TO BE LOCATED UNDER THE PAVEMENT ARE COMPLETED. TRENCH BACKFILLING WORK OF THESE INSTALLATIONS SHALL BE IN ACCORDANCE WITH THECITY OF CARMEL TRENCH BACKFILLING SPECIFICATIONS.II) THE SUBGRADE SHALL BE SHAPED TO THE REQUIRED GRADE AND SECTIONS, FREE FROM ALL RUTS, CORRUGATIONS, OR OTHER IRREGULARITIES.III) THE SUBGRADE SHALL BE UNIFORMLY PREPARED, COMPACTED AND APPROVED IN ACCORDANCE WITH SECTIONS 207.02, 207.03 AND 207.04 OF THE STANDARD SPECIFICATIONS.IV) SUBGRADES SHALL BE INSPECTED AND APPROVED BY THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVEMENTS ARE CONSTRUCTED. A PROOFROLL SHALL BE CONDUCTED IN ACCORDANCEWITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE OR HOT MIX ASPHALT PAVING OPERATIONS COMMENCE.V) AT THE DISCRETION OF THE ENGINEER, SUBGRADE THAT HAS SATISFACTORILY PASSED A PROOFROLL, BUT REMAINS UNCOVERED FOR A PERIOD OF 14 CALENDAR DAYS PRIOR TO PLACING STONE OR IS SUBJECT TO A MEASURABLE RAIN EVENT PRIOR TO PLACING STONE, SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS PRIOR TO PLACEMENT OF THE AGGREGATE BASE.D) EXISTING PAVEMENTI) MILLING OF EXISTING PAVEMENT SURFACES SHALL BE IN ACCORDANCE WITH SECTION 306.02, 306.03, 306.05, 306.07 AND 306.08 OF THE STANDARD SPECIFICATIONS.II) LOCALIZED WEAK AREAS OF THE EXISTING PAVEMENT SECTION UNCOVERED DURING THE MILLING PROCESS SHALL BE REPAIRED IN ACCORDANCE WITH SECTION 304.02, 304.03, 304.05 OR 305 OF THE STANDARD SPECIFICATIONS.III) PRIOR TO OPENING MILLED AREAS TO TRAFFIC, THE MILLED AREAS SHALL BE CLEANED OF ALL MATERIAL, DEBRIS AND DUST RESULTING FROM THE OPERATION.IV) MILLED AREAS THAT REMAIN OPEN TO TRAFFIC LONGER THAN THOSE TIMES STIPULATED IN SECTION 306.05 OF THE STANDARD SPECIFICATIONS SHALL BE SUBJECT TO LIQUIDATED DAMAGES OUTLINED IN SECTION306.05 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF THESE LIQUIDATED DAMAGES.3) AGGREGATE BASESA) GENERALI) THIS WORK SHALL CONSIST OF PLACING A COMPACTED AGGREGATE ON A PREPARED SOIL SUBGRADE IN ACCORDANCE WITH SECTION 105.03 OF THE STANDARD SPECIFICATIONS.II) AGGREGATE BASE MATERIALS SHALL BE IN ACCORDANCE WITH SECTION 301.02 OF THE STANDARD SPECIFICATIONS.III) THE MATERIAL SHALL BE OBTAINED FROM A CERTIFIED AGGREGATE PRODUCER IN ACCORDANCE WITH SECTION 917 OF THE STANDARD SPECIFICATIONS.IV) THE AGGREGATE BASE MATERIAL SHALL BE HANDLED AND TRANSPORTED TO, AND ON, THE WORK SITE IN A MANNER THAT MINIMIZES SEGREGATION AND MOISTURE LOSS.V) AGGREGATE BASES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.B) TEMPERATURE AND SEASONAL LIMITATIONSI) THE AGGREGATE BASE SHALL BE PLACED IN ACCORDANCE WITH THE TEMPERATURE LIMITATIONS OF SECTION 301.04 OF THE STANDARD SPECIFICATIONS.II) FROZEN MATERIAL SHALL NOT BE PLACED.III) AGGREGATE BASES MUST BE PLACED AND PASS PROOF ROLL PRIOR TO NOVEMBER 30 IN ORDER TO ALLOW PAVING IN ACCORDANCE WITH SECTION 4C(IV) OF THIS POLICY.C) PREPARATIONI) THE PREPARED FOUNDATION SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT.II) THE SUBGRADE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE AGGREGATE BASE ON THE SUBGRADE INACCORDANCE WITH SECTION 2C(V) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY AGGREGATE BASE IS PLACED.D) SPREADING AND FINISHINGI) THE AGGREGATE BASE SHALL BE SPREAD IN ACCORDANCE WITH SECTION 301.05 OF THE STANDARD SPECIFICATIONS.II) THE AGGREGATE BASE SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 301.06 OF THE STANDARD SPECIFICATIONS.III) SUBSEQUENT PAVING COURSES SHALL BE PLACED OVER THE AGGREGATE BASE WITHIN 14 CALENDAR DAYS. AGGREGATE BASES THAT LAY EXPOSED FOR A PERIOD OF TIME GREATER THAN 14 CALENDAR DAYS OREXPERIENCE A MEASURABLE RAIN EVENT PRIOR TO THE PLACEMENT OF SUBSEQUENT PAVING COURSES SHALL BE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER. AT THE DISCRETION OF THE ENGINEER, ADDITIONAL PROOF ROLLS MAY BE REQUIRED.4) ASPHALT PAVEMENTA) GENERALI) THIS WORK SHALL CONSIST OF PLACING ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HOT MIX ASPHALT (HMA) MIXTURES ON A PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 105.03 OFTHE STANDARD SPECIFICATIONS.II) HMA BASE, INTERMEDIATE, OR SURFACE MIXTURES SHALL BE CONSTRUCTED ON PREPARED FOUNDATIONS AND TO THICKNESSES EQUAL OR GREATER THAN THOSE INDICATED ON THE APPROVED CONSTRUCTIONDOCUMENTS.III) MATERIALS USED IN THE PRODUCTION OF THE HMA MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 401.03 OF THE STANDARD SPECIFICATIONS.IV) EQUIPMENT FOR HMA OPERATIONS, INCLUDING BUT NOT LIMITED TO PRODUCTION, HAULING/TRANSPORTATION, LAYDOWN, COMPACTION AND MISCELLANEOUS/ANCILLARY ACTIVITY SHALL BE IN ACCORDANCE WITHSECTION 409 OF THE STANDARD SPECIFICATIONS.V) INSTALLATION OF THE FULL PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS FOR THE ENTIRE AREA TO BE PAVED MUST BE COMPLETED IN THE SAME PAVING SEASON.VI) WIDENING OPERATIONS SHALL COMPLY WITH THE FOLLOWING:(1) THE OUTSIDE FACE OF THE EXCAVATED AREA SHALL BE LEFT AS NEARLY VERTICAL AS THE NATURE OF THE MATERIAL WILL PERMIT AND NOT WIDER THAN THE OUTSIDE LIMITS OF THE WIDENING SECTION.(2) THE EXISTING PAVEMENT ADJACENT TO THE WIDENING AREA SHALL BE SAWCUT TO A CLEAN EDGE.(3) THE SUBGRADE IN THE WIDENED AREA SHALL BE COMPACTED IN ACCORDANCE WITH THIS POLICY.(4) WIDENING MIXTURES SHALL COMPLY WITH THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.(5) COMPACTION OF THE WIDENING SHALL BE IN ACCORDANCE WITH SECTION 304.05 OF THE STANDARD SPECIFICATIONS.B) PREPARATIONI) THE AGGREGATE BASE SHALL BE SUBJECT TO ADDITIONAL PROOF ROLLS IN ACCORDANCE WITH SECTION 203.26 OF THE STANDARD SPECIFICATIONS JUST PRIOR TO PLACING THE HMA COURSES IN ACCORDANCEWITH SECTION 3D(III) OF THIS POLICY. UNACCEPTABLE AREAS SHALL BE CORRECTED TO THE SATISFACTION OF THE ENGINEER BEFORE ANY PAVING OPERATIONS COMMENCE.II) ALL DISPLACEMENT OR RUTTING OF THE AGGREGATE BASE SHALL BE REPAIRED PRIOR TO PLACING HMA MIXTURES.III) MILLED ASPHALT SURFACES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS.IV) ASPHALT SURFACES BETWEEN COURSES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS.V) CONTACT SURFACES OF CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES SHALL BE TACKED IN ACCORDANCE WITH SECTION 406 OF THE STANDARD SPECIFICATIONS.VI) SURFACES ON WHICH A MIXTURE IS PLACED SHALL BE FREE FROM OBJECTIONABLE OR FOREIGN MATERIALS AT THE TIME OF PLACEMENT.VII) TACK COAT MATERIAL SHALL BE DISTRIBUTED WITH EQUIPMENT MEETING THE REQUIREMENTS OF SECTION 409.03(A) OF THE STANDARD SPECIFICATIONS.C) WEATHER AND SEASONAL LIMITATIONSI) HMA COURSES SHALL BE PLACED WHEN THE AMBIENT TEMPERATURE AND THE TEMPERATURE OF THE SURFACE ON WHICH IT IS TO BE PLACED IS 45°F (7°C) OR ABOVE. THE ENGINEER SHALL DETERMINE THE AMBIENT TEMPERATURE. THERE SHALL BE NO PROVISION FOR LOW TEMPERATURE COMPACTION ALLOWED BY SECTION 402.16 OF THE STANDARD SPECIFICATIONS.II) NO MIXTURE SHALL BE PLACED ON A FROZEN SUBGRADE.III) UNDER NO CIRCUMSTANCES SHALL HMA MIXTURES BE PLACED BETWEEN DECEMBER 15 AND MARCH 30.IV) IF A FOUNDATION THAT IS TO RECEIVE ONE OR MORE COURSES OF BASE, INTERMEDIATE, OR SURFACE HMA MIXTURES IS PLACED AND DETERMINED TO BE AN APPROVED FOUNDATION BY THE CITY PRIOR TO NOVEMBER 30, PLACEMENT OF HMA COURSES WILL BE ALLOWED UP TO DECEMBER 15, PROVIDED THAT THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTIONC(I) OF THIS POLICY AND THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER. THE ENGINEER SHALLSELECT THE CONSTRUCTION INSPECTOR.V) IF THE AMBIENT AND FOUNDATION SURFACE TEMPERATURE COMPLIES WITH THE REQUIREMENTS OF SECTION 4C(I) OF THIS POLICY BETWEEN APRIL 1 AND APRIL 15, HMA COURSE SHALL BE ALLOWED TO BE PLACEDON AN APPROVED FOUNDATION PROVIDED THAT THE PAVING CONTRACTOR PAY FOR THE SERVICES OF A FULL TIME CONSTRUCTION INSPECTOR AND WHO SHALL ACT AS AN AUTHORIZED AGENT OF THE ENGINEER.THE ENGINEER SHALL SELECT THE CONSTRUCTION INSPECTOR.VI) THE ENGINEER RESERVES THE RIGHT TO SUSPEND ALL PAVING OPERATIONS IF, IN THE OPINION OF THE ENGINEER, THAT PREVAILING WEATHER CONDITIONS AND/OR THE CONDITION OF THE SUBGRADE AND/OR THEAGGREGATE BASE MAY RESULT IN SUBSTANDARD HMA PLACEMENT, SPREADING AND FINISHING.D) SPREADING AND FINISHINGI) HMA COURSES SHALL BE PLACED UPON AN APPROVED FOUNDATION OR OTHER HMA COURSE BY MEANS OF LAYDOWN EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(C) OF THE STANDARD SPECIFICATIONS.II) SEGREGATION OR FLUSHING OR BLEEDING OF HMA MIXTURES WILL NOT BE PERMITTED. CORRECTIVE ACTION SHALL BE TAKEN TO PREVENT CONTINUATION OF THESE CONDITIONS. SEGREGATED OR FLUSHED ORBLEEDING HMA MIXTURES SHALL BE REMOVED IF DIRECTED.III) ALL AREAS SHOWING AN EXCESS OR DEFICIENCY OF BINDER SHALL BE REMOVED AND REPLACED.IV) ALL HMA MIXTURES THAT BECOME LOOSE AND BROKEN, MIXED WITH DIRT, OR IS IN ANY WAY DEFECTIVE SHALL BE REMOVED AND REPLACED.E) JOINTSI) JOINTS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 401.15 OF THE STANDARD SPECIFICATIONS.F) COMPACTIONI) THE HMA MIXTURE SHALL BE COMPACTED WITH EQUIPMENT IN ACCORDANCE WITH SECTION 409.03(D) OF THE STANDARD SPECIFICATIONS IMMEDIATELY AFTER THE MIXTURE HAS BEEN SPREAD AND FINISHED.II) ROLLERS SHALL NOT CAUSE UNDUE DISPLACEMENT, CRACKING, OR SHOVING.5) INSPECTIONSA) ALL MATERIALS FURNISHED AND EACH PART OR DETAIL OF THE WORK WILL BE SUBJECT TO INSPECTION PER SECTION 105.10 OF THE STANDARD SPECIFICATIONS FOR THE PURPOSE OF ASCERTAINING THAT THE WORK ISIN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS.B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF COMMENCING ANY WORK SUBJECT TO THE STANDARDS ESTABLISHED BY THIS POLICY.C) THE CONTRACTOR SHALL SCHEDULE PROOFROLLS WITH THE ENGINEER A MINIMUM OF 48-HOURS IN ADVANCE OF SUCH PROOFROLLS.D) SAMPLING AND TESTING OF MATERIALS, EQUIPMENT OR CONSTRUCTION WORK MAY BE REQUIRED AT THE EXPENSE OF THE CONTRACTOR AT THE DISCRETION OF THE ENGINEER FOR THE PURPOSE OF ASCERTAINING THAT THE WORK IS IN SUBSTANTIAL CONFORMANCE WITH THIS POLICY AND THE APPROVED CONSTRUCTION DOCUMENTS. SAMPLING AND TESTING SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS OF THE STANDARD SPECIFICATIONS APPLICABLE TO THE PORTION OF THE WORK SUSPECTED TO BE NON-COMPLIANT OR AS DIRECTED BY THE ENGINEER.E) WHERE THE ENGINEER DETERMINES THAT IS NECESSARY TO CONFIRM COMPLIANCE WITH STANDARDS OF QUALITY OR THICKNESS, PAVEMENTS SHALL BE CORED AND TESTED AT THE EXPENSE OF THE CONTRACTOR.THE AVERAGE THICKNESSES OF ALL COURSES MUST EQUAL OR EXCEED THE MINIMUM PRESCRIBED BY THE APPROVED CONSTRUCTION DOCUMENTS, AND NO SINGLE CORE SHALL SHOW A DEFICIENCY GREATER THANONE HALF INCH (1/2”) IN ANY COURSE OR TOTAL THICKNESS FROM THE PAVEMENT SECTION INDICATED ON THE APPROVED CONSTRUCTION DOCUMENTS.F) SUCH INSPECTIONS SHALL NOT BE CONSTRUED TO RELIEVE THE DEVELOPERS' ENGINEERS OR CONTRACTORS IN ANY WAY FROM THEIR OBLIGATIONS AND RESPONSIBILITIES UNDER THEIR CONTRACTS. SPECIFICALLY, IINSPECTION BY THE ENGINEER, OR BY RETAINED ENGINEERS OR TESTING AGENCIES, SHALL NOT REQUIRE THEM TO ASSUME RESPONSIBILITIES FOR THE APPROVED CONSTRUCTION DOCUMENTS, FOR ANY MISINTERPRETATION OF THE APPROVED CONSTRUCTION DOCUMENTS BY THE CONTRACTORS DURING CONSTRUCTION, OR FOR THE MEANS AND METHODS OF CONSTRUCTION, NOR FOR SAFETY ON THE JOB SITE.G) WORK IDENTIFIED TO NOT MEET THE REQUIREMENTS OF THIS POLICY OR THE APPROVED CONSTRUCTION DOCUMENTS, UNACCEPTABLE WORK, WHETHER THE RESULT OF POOR WORKMANSHIP, USE OF DEFECTIVE MATERIALS, DAMAGE THROUGH CARELESSNESS, OR ANY OTHER CAUSE FOUND TO EXIST PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, SHALL BE REMOVED IMMEDIATELY AND REPLACED IN AN ACCEPTABLE MANNERAT THE CONTRACTOR'S EXPENSE.H) IF THE CONTRACTOR FAILS TO COMPLY FORTHWITH WITH ANY ORDER MADE UNDER THE PROVISIONS OF THIS SUBSECTION, THE ENGINEER WILL HAVE AUTHORITY TO CAUSE UNACCEPTABLE WORK TO BE REMEDIED ORREMOVED AND REPLACED; TO CAUSE UNAUTHORIZED WORK TO BE REMOVED; AND TO DEDUCT THE COSTS FROM ANY MONIES DUE OR TO BECOME DUE.I) WORK DONE CONTRARY TO INSTRUCTIONS PROVIDED BY THE ENGINEER SHALL BE CONSIDERED UNACCEPTABLE AND SUBJECT TO IMMEDIATE REMOVAL AND REPLACEMENT IN ACCORDANCE WITH THE INSTRUCTIONS PROVIDED BY THE ENGINEER.6) ACCEPTANCEA) BEFORE ACCEPTANCE OF ANY PHASE OF CONSTRUCTION, THE ENGINEER SHALL DETERMINE IF THE IMPROVEMENTS ARE IN SUBSTANTIAL COMPLIANCE WITH THIS POLICY (EXCEPT FOR ANY VARIANCES GRANTED) ANDTHE APPROVED CONSTRUCTION DOCUMENTSB) THE ENGINEER MAY, AT HIS SOLE DISCRETION, ACCEPT WORK THAT IS NOT IN CONFORMANCE WITH THIS POLICY PROVIDED THAT THE WORK IS BONDED FOR A PERIOD GREATER THAN THREE YEARS. THE ENGINEER SHALL ESTABLISH THE EXTENDED BONDING REQUIREMENT.TAC REVIEW12-15-202316/19/2024
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14182212INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080DEMOLITION LEGEND DEMOLITION KEYNOTES1. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY SCHNEIDER GEOMATICS DATED 09/05/2023. THEENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUNDUTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHERIN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.REPORT ANY DISCREPANCIES TO THE ENGINEER.4. SEE SHEET GD1.1 FOR ADDITIONAL SITE DEMOLITION INFORMATION.5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BEPRIVATE OWNED.6. FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOTWHEN 100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLYDIRECTION TO EXISTING INLETS LOCATED ON THE WEST SIDE OF HAZELDELL PARKWAY. THESE INLETS FLOW TO FREEMONT RANDALL DRAIN(VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELY DISCHARGING TOTHE WHITE RIVER.7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.8. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITHPROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINESREQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSEDRIGHT-OF-WAY LINE.9. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIREDTO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THERIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTIONTO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY.10. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ONTHE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACEANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR ASREQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENT WIDENING,AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TOIMPROVE OR REPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILLBE BORNE BY THE DEVELOPER.11. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAYSHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OFENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENTOF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TOREVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFFNOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THEDEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING ANDPROPOSED RIGHT-OF-WAY.GENERAL NOTESCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.GD1.0OVERALL SITE DEMOLITION PLAN 2. SAWCUT EXISTING PAVEMENT3. REMOVE 12" DIA. STORM SEWER LINES 5.MODIFY EXISTING OUTFALL CONTROL STRUCTURE OUTLET PIPE, SEESITE UTILITY PLAN SU1.1 AND DETAIL J/SU2.211. REMOVE MONOLITHIC CURB AND SIDEWALK12. REMOVE ASPHALT PAVEMENT13. PROTECT EXISTING TREE TO REMAIN14. REMOVE EXISTING TREE AS REQUIRED TO INSTALL STORM PIPING18. MILL ASPHALT SURFACE 1 1/2"27. REMOVE BIKE RACK28. REMOVE EXISTING 5' WIDE CONCRETE SIDEWALK AND BASE TOPROPOSED SIDEWALK SUBGRADE ELEVATIONS29. SAWCUST SIDEWALK AT PROPERTY LINE30. REMOVE CONCRETE ADA CURB RAMPS AND CURB AS REQUIRED TOINSTALL NEW ADA CURB RAMPS31. REMOVE TOPSOIL TO NEW SIDEWALK SUBGRADE ELEVATIONS ASREQUIRED FOR LAYOUT. PROTECT EXISTING CURB.32. SEE MAINTENANCE OF TRAFFIC PLAN FOR SIDEWALK AND LANECLOSURE INFORMATIONAPPROXIMATE LIMITS OF CONCRETE REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP
APPROXIMATE LIMITS OF UTILITY LINE REMOVALAPPROXIMATE LIMITS OF ASPHALT MILLINGSEE ENLARGEMENT B/GD1.1SEE ENLARGEMENT A/GD1.1EXISTING BUILDING*** SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL LEGEND SYMBOLS.HAZEL DELL PARKWAYSOUTH PLAYGROUNDNORTHWESTPLAYGROUNDSOUTHWESTPLAYGROUNDMECHANICAL
COURTYARD
CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSTAC REVIEW12-15-20231TAC COMMENT RESPONSE3-5-20242SEE ENLARGEMENT A/G1.2PROPERTY LINE (RIGHT-OF-WAY)TAC COMMENT RESPONSE35-14-2024CONSTRUCTION LIMITSTAC COMMENT RESPONSE46-5-2024TREE PROTECTION - PER DETAIL F/L1.2TAC COMMENT RESPONSE56-17-20246/19/2024
10121821219192021122223'-0"0.5'171721547711122999999998888881515151515151516TPTPTPTP
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136104444441111222222221111277777181812232323234TPTPTP
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TP1414142323INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 104001020DEMOLITION LEGEND DEMOLITION KEYNOTES1. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY SCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.4. SEE SHEET GD1.0 FOR ADDITIONAL SITE DEMOLITION INFORMATION.5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.6. FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TOEXISTING INLETS LOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY.THESE INLETS FLOW TO FREEMONT RANDALL DRAIN (VEST - KIRKENDALLDRAINAGE AREA) ULTIMATELY DISCHARGING TO THE WHITE RIVER.7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.8. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.9. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.10. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.11. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTADDENDUM #3TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.GD1.1DEMOLITION PLAN1. REMOVE CONCRETE SIDEWALK2. SAWCUT EXISTING PAVEMENT4. REMOVE 6" DIA. STORM SEWER LINES5. REMOVE EXISTING STORM INLET AREA DRAINS6. CAP EXISTING STORM LINES7. REMOVE PLANTINGS8. REMOVE AND SALVAGE BENCHES AND TRASH CANS FOR LATER REUSE9. REMOVE LIGHT BOLLARDS AND FOUNDATIONS10. REMOVE EXISTING CONCRETE CURB11. REMOVE MONOLITHIC CURB AND SIDEWALK12. REMOVE ASPHALT PAVEMENT13. PROTECT EXISTING TREE TO REMAIN14. REMOVE EXISTING TREE AS REQUIRED TO INSTALL STORM PIPING15. REMOVE DOWNSPOUT BOOT AND ASSOCIATED PIPING, REFER TO SITEUTILITY PLAN16. REMOVE BUILDING AND FOUNDATIONS, SEE ARCHITECTURAL/STRUCTURALPLANS17. REMOVE EXISTING CHAINLINK FENCE AND GATE18. MILL ASPHALT SURFACE, SEE G1.0 OVERALL SITE PLAN FOR EXTENTS OFMILLING19. REMOVE CONCRETE PAVEMENT20. REMOVE CONCRETE DOCK AND STEPS, SEE ARCHITECTURAL/STRUCTURALPLANS FOR ADDITIONAL INFORMATION21. REMOVE TRENCHDRAIN22. RELOCATE ADA SIGN TO LOCATION SHOWN ON SITE LAYOUT PLAN23. REMOVE HANDRAILAPPROXIMATE LIMITS OF CONCRETE REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALTPTPTP
TREE PROTECTION REQUIREDAPPROXIMATE LIMITS OF UTILITY LINE REMOVALAPPROXIMATE LIMITS OF ASPHALT MILLINGDOCK ENLARGED PLAN - AREA "B"1" = 10'FRONT ENTRANCE ENLARGED PLAN - AREA "A"1" = 10'EXISTING BUILDING*** SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL LEGEND SYMBOLS.EXISTING BUILDINGFFE = 782.00EXISTING BUILDINGFFE = 782.00CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSTAC REVIEW12-15-20231ADDENDUM #23-4-20242TAC COMMENT RESPONSE33-5-20246/19/2024
40' BOX TRUCK
NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNO
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EXISTING BUILDINGBUILDINGADDITION7,079 SF11333333444744775445448111166666663334 SPACES @ ±9.14'24 SPACES @ 8.98'26.07'3.50'10'32 SPACES @ 9.06'4.75'31 SPACES @ 9.06'28 SPACES @ 9.06'28.
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6661010106.75'393939393951393939513939393951515151515151515151515151515151515151515151515151513939393939393939395142'35 BOLLARDS @ 6.75' = 229.5'808181818010'6'838081797910'R30'R20'10'6'10'6'40'848081818010'6'82828282828284R50.00'R25.00'85874INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 4012004080PROPOSED SITE LEGEND1 1/2" ASPHALT SURFACE OVERLAY 1. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY SCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTHPRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TOTHE ENGINEER.\4. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.5. FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN100 YEAR FLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TOEXISTING INLETS LOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY.THESE INLETS FLOW TO FREEMONT RANDALL DRAIN (VEST - KIRKENDALLDRAINAGE AREA) ULTIMATELY DISCHARGING TO THE WHITE RIVER.6. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.7. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.8. REFER TO SHEET E2.01 FOR LIGHT BOLLARD AND LIGHPOLE INFORMATION.9. REFER TO SHEET SU1.0 FOR DOWNSPOUT BOOT DETAIL REPLACEMENT.10. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.11. 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 REVIEW THEDEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THEWORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATESTO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G1.0OVERALL SITE LAYOUT PLANSEE ENLARGEMENT B/G1.1SEE ENLARGEMENT C/G1.1SITE KEYNOTESCONCRETE MONOLITHIC CURB & WALK - PER DETAIL B/G4.1CONCRETE CONNECTION - PER DETAIL F/G4.11 1/2" ASPHALT SURFACE OVERLAY - PER DETAIL F/G4.24" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS4" WIDE YELLOW PAVEMENT MARKING - PER SPECIFICATIONSPAINT CURB YELLOW - PER SPECIFICATIONS4" WIDE YELLOW PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE W/ NO PARKINGFIRE LANE TEXT - PER DETAIL C/G4.24" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE W/ NO PARKINGTEXT - PER DETAIL C/G4.24" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE - PER DETAILC/G4.2WOOD BOLLARD - PER DETAIL L/G4.2CONCRETE CONTROL JOINT - SEE DETAIL - PER DETAIL C/G4.1CONCRETE EXPANSION JOINT - SEE DETAIL - PER DETAIL C/G4.1SEE SHEET E2.01 FOR LIGHT BOLLARD INFORMATION AND SPECIFICATIONS &DETAIL 8/E1.02 FOR FOUNDATION DETAILCURB TO CURB CONNECTION - PER DETAIL K/G4.1REMOVE EXISTING DOWNSPOUT BOOT AND REPLACE WITH NEW DOWNSPOUTBOOT - PER DETAIL I/SU2.1, SUCH THAT BOTTOM FLANGE OF BOOT IS 1" ABOVECONCRETE SIDEWALK. PROVIDE EXPANSION JOINT AND CAULKING AROUNDDOWNSPOUT BOOT, REPAIR SIDEWALK AND ADJACENT GROUND TO ORIGINALOR BETTER CONDITIONCLEAN AND TUCK POINT MASONRY JOINTS ON EXISTING MONUMENTAL SIGN -SEE MASONRY SPECIFICATIONS AND DETAIL H/G4.216' X 16' PAINTED 4 SQUARE COURT - THE QUADRANTS ARE TO BE PAINTEDGREEN, BLUE, RED & YELLOW W/ A 1" WHITE BORDERS2" WIDE PAINTED LINES FOR KICKBALL FIELD W/ 2' X 2' PAINTED BASES AT EACHCORNER AND 2' LONG PAINTED PITCHERS MOUNDSEE SHEET E2.01 FOR LIGHT POLE INFORMATION, SPECIFICATIONS &DETAIL 8/E1.02 FOR FOUNDATION DETAIL (FOR NEW LIGHT POLES)10' WIDE MULTI-USE ASPHALT PATH ADJACENT TO CURB -PER DETAIL F/G4.310' WIDE MULTI-USE ASPHALT PATH WITH GRASS TRIP - PER DETAIL G/4.3CONCRETE ADA RAMP - PER DETAILS AND ENLARGED PLANS ON SHEET G4.4PROVIDE CONCRETE TRANSITION CURB AND GUTTER - PER DETAIL H/G4.3BETWEEN NEW ADA RAMPS AND EXISTING CURB AND GUTTERRELOCATE SIGN 3' TO THE WEST FROM NEW SIDEWALKTAPER NEW MULTI-USE WALK FROM 10'-0" WIDTH TO ±5'-0" WIDTH CONNECTINGTO EXISTING SIDEWALKHMA PAVEMENT - PER CITY OF CARMEL STANDARD DRAWING 10-9SEE SHEET G1.0 FOR EXTENTS OF PAVINGSTOP BAR - 24" WIDE PAINTED, WHITE X 32' LONG1234EXISTING BUILDINGCONCRETE SIDEWALKASPHALT PAVEMENTBUILDING ADDITION5SEE ENLARGEMENT A/G1.113 BUS SPACES678910121343SOUTH PLAYGROUNDNORTHWESTPLAYGROUNDSOUTHWESTPLAYGROUNDMECHANICAL
COURTYARD
44CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITS484950TAC REVIEW12-15-2023139512SEE ENLARGEMENT B & C/G1.2PROPERTY LINE (RIGHT-OF-WAY)TAC COMMENT RESPONSE3ADDENDUM #12-23-20243-5-2024TAC COMMENT RESPONSE45-14-2024SEE ENLARGEMENT D/G1.1TAC COMMENT RESPONSE56-5-202479808182831G4.42G4.43G4.44G4.45G4.46G4.484TAC COMMENT RESPONSE66-17-202485876/19/2024
NO PARKING FIRE LANE NO PARKING FIRE LANE8'35'-2"8'35'-2"10'-0"12'-4"7'-8"12'-4"11232323767302120112130112321111333325444666771111111111121312131316161616161616161717171619244252626262727272728282828303131238.67'9'15.52'434318313110'-0"10'-7"10'-0"1229292929131312123473535353539398.00'5.00'8.00'5.00'8.00'±6.96'9.00'304420.00'±25.20'3.5'9.00'9.00'23920202120353540' BOX TRUCK 324461434341431415151616164141164223.67'16122164343221616166.25'25.00'0.5'4417174040186R20.00
'16363232334444454.00'0.67'453011303030111138372222171717173737221313121245°135°5.00'23.83'1.50'5.00'135°41.66'4.51'6.50'7.55'5.00'7.67'135°135°5.21'6.99'44444444INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 104001020PROPOSED SITE LEGENDCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G1.1ENLARGEDSITE LAYOUT PLANSEXISTING BUILDINGCONCRETE SIDEWALK/PAVEMENTASPHALT PAVEMENTBUILDING ADDITION1 1/2" ASPHALT SURFACE OVERLAY NEW BUILDING ADDITION7,079 SFEXISTINGBUILDINGCOURTYARD ENLARGED PLAN - AREA "C"1" = 10'FRONT ENTRANCE ENLARGED PLAN - AREA "A"1" = 10'DOCK ENLARGED PLAN - AREA "B"1" = 10'EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDINGNEW BUILDINGADDITION7,079 SFSITE KEYNOTESCONCRETE MONOLITHIC CURB & WALK - PER DETAIL B/G4.1CONCRETE CONNECTION - PER DETAIL F/G4.11 1/2" ASPHALT SURFACE OVERLAY - PER DETAIL F/G4.24" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONSPAINT CURB YELLOW - PER SPECIFICATIONS4" WIDE YELLOW PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE W/ NO PARKING FIRELANE TEXT - PER DETAIL C/G4.2CONCRETE SIDEWALK - PER DETAIL A/G4.1CONCRETE CONTROL JOINT - SEE DETAIL - PER DETAIL C/G4.1CONCRETE EXPANSION JOINT - SEE DETAIL - PER DETAIL C/G4.1CONCRETE PAVEMENT - PER DETAIL D/G4.1CONCRETE CONTROL JOINT - PER DETAIL E/G4.1ISOLATION JOINT - PER DETAIL L/G4.1CONCRETE STOOP - SEE STRUCTURAL PLANSCONCRETE CURB - PER DETAIL H/G4.1CONCRETE ADA RAMP - PER DETAIL N/G4.1SEATWALL TYPE 3 - PER DETAIL R/G4.1SEATWALL TYPE 1 - PER DETAIL O/G4.1SEATWALL TYPE 2 - PER DETAIL P/G4.1CONCRETE STEPS WITH ALUMINUM LIGHTED HANDRAIL - PER DETAIL Q/G4.1ASPHALT PAVEMENT - PER DETAIL E/G4.24" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONS4" WIDE BLUE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE - PER DETAIL C/G4.2WHITE ADA LOGO ON BLUE BACKGROUND - PER DETAIL B/G4.2RELOCATED ADA ACCESSIBLE PARKING SIGN, IF ADDITIONAL ADA SIGNS ARE NEEDEDMATCH DETAIL A/G4.2PARKING BUMPER - PER DETAIL D/G4.2LANDSCAPE BED - SEE TO LANDSCAPE PLANSEEDED DISTURBED LAWN - SEE LANDSCAPE PLANNEW 8' TALL BASTEEL BENNINGTON STYLE FENCE PANELS, APPROXIMATELY 20'LENGTH - FIELD MEASURETWO 6' SWING GATES BASTEEL INFINITY STYLE 8' TALLCONCRETE DOCK - REFER TO STRUCTURAL PLANSREPLACE EXISTING HANDRAIL WITH NEW LIGHTED HANDRAIL, SEE ARCHITECTURAL &ELECTRICAL PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION, MATCHEXISTING HANDRAIL PROFILES ON RAMPCONCRETE STEPS WITH ALUMINUM HANDRAIL - PER DETAIL K/G4.2PICNIC TABLE - SEE SPECIFICATION SECTION 129300TRASH RECEPTACLE - SEE SPECIFICATION SECTION 129300SEE SHEET E2.01 FOR LIGHT BOLLARD INFORMATION AND SPECIFICATIONS & DETAIL8/E1.02 FOR FOUNDATION DETAILBOLLARD - PER DETAIL J/G4.2CONCRETE TO ASPHALT CONNECTION - PER DETAIL G/G4.1EXISTING TRASH DUMPSTER - TO BE RELOCATED TO THIS LOCATIONCURB TO CURB CONNECTION - PER DETAIL K/G4.1REMOVE EXISTING DOWNSPOUT BOOT AND REPLACE WITH NEW DOWNSPOUT BOOT -PER DETAIL I/SU2.1, SUCH THAT BOTTOM FLANGE OF BOOT IS 1" ABOVE NEWCONCRETE SIDEWALK. PROVIDE EXPANSION JOINT AND CAULKING AROUNDDOWNSPOUT BOOTCONCRETE RETAINING WALL - SEE STRUCTURAL PLAN8" WIDE X 3'-6" DEEP CONCRETE CURB, PROFILE TO MATCH DETAIL H/G4.1, SEEGRADING PLAN FOR TOP OF CURB AND PAVEMENT ELEVATIONS, MATCH TOP OF NEWCURB HEIGHT FOR TOP OF NEW RETAINING WALL AT SOUTH AND TOP OF 6" CURB TOTHE NORTH4" WIDE YELLOW PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE - PER DETAIL C/G4.2BIKE RACK - PER DETAIL M/G4.2RELOCATED BIKE RACK - INSTALL PER MANUFACTURER'S REQUIREMENTS, PAINT TOMATCH PROPOSED BIKE RACKS123467111213141516171819202122232425262728293031323334353637383940NEWBUILDINGADDITION289 SF4142431. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYSCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANYOTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.\4. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.5. FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEARFLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETSLOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY. THESE INLETS FLOW TOFREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELYDISCHARGING TO THE WHITE RIVER.6. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.7. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THATRESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BERELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.8. REFER TO SHEET E2.01 FOR LIGHT BOLLARD AND LIGHT POLE IMPROVEMENTS.9. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THEFRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVEBEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES ASNECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENTWIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE ORREPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THEDEVELOPER.10. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORMTO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTORSHALL 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 THE DEPARTMENTAS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTES44454647LAWNMECHANICALCOURTYARDCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSTYP TYP
TAC REVIEW12-15-20231TAC COMMENT RESPONSE3CONSTRUCTION LIMITSADDENDUM #23-4-202423-5-2024TAC COMMENT RESPONSE45-14-2024BIKE RACK ENLARGED PLAN - AREA "D"1" = 10'777878773.00'2.50'5'12.00'EXISTING BENCH6/19/2024
R20.00
'15" PVC STORM8" STORM LATERAL4" PVC STORM LATERAL12" STORM18" PVC STORM4"4"R20.00
'15" PVC STORM8" STORM LATERAL4" PVC STORM LATERAL12" STORM18" PVC STORM4"4"15" PVC STORM8" STORM LATERAL4" PVC STORM LATERAL12" STORM18" PVC STORM4"4"15" PVC STORM8" STORM LATERAL4" PVC STORM LATERAL12" STORM18" PVC STORM4"4"INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040LEGENDCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G1.2ENLARGEDSITE LAYOUT PLANSEXISTING BUILDINGCONCRETE SIDEWALK/PAVEMENTTEMPORARY MODULAR CLASSROOMSITE KEYNOTESCONCRETE CONNECTION - PER DETAIL F/G4.1CONCRETE SIDEWALK - PER DETAIL A/G4.1CONCRETE CONTROL JOINT - SEE DETAIL - PER DETAIL C/G4.1PROVIDE 6" OF TOPSOIL AND SEED DISTURBED LAWN - SEE LANDSCAPE PLANSEE SHEET E2.01 FOR LIGHT BOLLARD INFORMATION AND SPECIFICATIONS & DETAIL8/E1.02 FOR FOUNDATION DETAILREMOVE EXISTING DOWNSPOUT BOOT AND REPLACE WITH NEW DOWNSPOUT BOOT -PER DETAIL I/SU2.1, SUCH THAT BOTTOM FLANGE OF BOOT IS 1" ABOVE NEWCONCRETE SIDEWALK. PROVIDE EXPANSION JOINT AND CAULKING AROUNDDOWNSPOUT BOOTRAMP SYSTEM WITH HANDRAIL MAXIMUM RAMP SLOPE SHALL BE 8.33%, MAXIMUMRAMP LENGTH 30', CONTRACTOR TO PROVIDE FOUNDATIONS AND SUPPORTS FORRAMP SYSTEM, ONE RAMP TO BE REUSED EXISTING ALUMINUM RAMP AND ONE RAMPTO BE TREATED LUMBER, REFER TO ARCHITECTURAL PLANS AND SPECS FORREQUIREMENTSSTAIR WITH HANDRAIL, CONTRACTOR TO PROVIDE FOUNDATIONS AND SUPPORTS FORSTAIRS, ONE STAIR TO BE REUSED EXISTING ALUMINUM STAIR AND ONE STAIR TO BETREATED LUMBER, REFER TO ARCHITECTURAL PLANS AND SPECS FORREQUIREMENTS7' HT. BLACK VINYL CHAIN LINK FENCE - SEE DETAIL A/G4.34'-0" SWING GATE (BASTEEL INFINITY STYLE) 7' TALL, HARDWARE LOCK SET 47.0 PERSPEC SECTION 080671NOT USEDPROVIDE LANDING INTEGRAL WITH RAMP AT A MAXIMUM OF 30' RAMP DISTANCEPROPOSED DECIDUOUS SHADE TREE - SEE LANDSCAPE PLANELEVATED WALKWAY WITH HANDRAIL, CONTRACTOR TO PROVIDE FOUNDATIONS ANDSUPPORTS FOR ACCESS SYSTEM, ONE ELEVATED WALKWAY TO BE REUSED EXISTINGALUMINUM WALKWAY AND ONE ELEVATED WALKWAY TO BE TREATED LUMBER, REFERTO ARCHITECTURAL PLANS AND SPECS FOR REQUIREMENTSTEMPORARY (DURING CONSTRUCTION APPROX. 26 MONTHS) MODULAR TRAILERCLASSROOMS, CONTRACTOR TO PROVIDE STONE FOUNDATIONS AND ANCHORS TOMEET STATE AND CITY CODES.COORDINATE DOMESTIC WATER, ELECTRICAL AND TELECOM SERVICE FEEDS WITHMEP PLANS2" HDPE DOMESTIC WATER LINE, TOP OF PIPE ELEV. = 776.00' (-5' MIN.)ELECTRICAL & TELECOM LINES (BURIED AT -3') - SEE ELECTRICAL PLANSLANDSCAPE STONE SURFACE - PER DETAIL C/G4.3LANDSCAPE STONE FRENCH DRAIN - PER DETAIL B/G4.3STONE FOUNDATION PIER SUPPORT STRIP - PER DETAILS A & B/G4.3STONE SURFACE BETWEEN FOUNDATION STRIPS - PER DETAIL A/G4.34" DIA. SANITARY LATERAL DISCHARGE TO HOLDING TANK - SEE DETAIL D/G4.3NEW STORM INLET "ST-705", SEE DETAIL A/SU2.1T/RIM ELEV = 780.00EAST I.E. = 775.04 (18" RCP-EXISTING)WEST I.E. = 775.02 (18" RCP-EXISTING)NEW STORM INLET "ST-706", SEE DETAIL F/SU2.1T/RIM ELEV = 781.00NORTHWEST I.E. = 777.90 (12" RCP)SOUTHEAST I.E. = 775.96 (8" PVC-EXISTING)WEST I.E. = 778.50 (12" HDPE)EAST I.E. = 778.50 (12" HDPE)4" X 4" STEEL POWDER COATED POST, SURFACE MOUNTED TO 12" X 12" CONCRETEPIER X 3'-0" DEEP WITH CARD READER, REFER TO TELECOM PLANS AND SPECS FORREQUIREMENTS30' OF 12" RCP @ 1.85% SLOPE (MATCH EXISTING)4" DIA UNDERDRAIN @ 0.25% SLOPE12" DIA UNDERDRAIN @ 0.25% SLOPECLEANOUT - SEE DETAIL D/SU2.1ADS INLET STORM STRUCTURE "ST-701" - SEE DETAIL F/SU2.1T/RIM ELEV = 781.00ADS INLET STORM STRUCTURE "ST-702" - SEE DETAIL F/SU2.1T/RIM ELEV = 781.00ADS INLET STORM STRUCTURE "ST-703" - SEE DETAIL F/SU2.1T/RIM ELEV = 781.00PROVIDE A 48" DIA. PRECAST BARREL AROUND EXISTING STORM STRUCTURE 200009TO RAISE GRADE, REMOVE UPON GRADE RESTORATIONSANITARY WASTE HDPE HOLDING TANK (1000 GALLONS) PROVIDE 12" DEEP X 10'-0" X12'-0" STONE FOUNDATION PAD - SEE DETAIL A/G4.3BIKE RACK - PER DETAIL M/G4.2RELOCATED BIKE RACK - PER DETAIL M/G4.2 (SIM.) PAINT TO MATCH PROPOSED BIKERACKS2111231391. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYSCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANYOTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.\4. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.5. FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEARFLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETSLOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY. THESE INLETS FLOW TOFREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELYDISCHARGING TO THE WHITE RIVER.6. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.7. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THATRESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BERELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.GENERAL NOTES44LAWNADDENDUM #12-23-2024148DEMOLITION KEYNOTES1 REMOVE CONCRETE SIDEWALK2 SAWCUT EXISTING CONCRETE SIDEWALK13 PROTECT EXISTING TREE TO REMAIN14 REMOVE EXISTING TREE AS REQUIRED24 RELOCATE BIKE RACKS TO LOCATION SHOWN ON ENLARGEMENT C THISSHEET25 STRIP EXISTING TOPSOIL AND REMOVE SOIL TO AN ELEVATION = 680.50' SEESTONE FOUNDATION STRIP DETAILS ON SHEET G4.326 REMOVE 30' OF 8" PVC STORM LINE27 REMOVE BIKE RACK28 REMOVE BIKE RACK AND REINSTALL IN LOCATION SHOWN ON ENLARGEMENT B& C THIS SHEETAPPROXIMATE LIMITS OF CONCRETE REMOVALTPTPTP
TREE PROTECTION REQUIRED*** SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL LEGEND SYMBOLS.495051525354555657CONSTRUCTION LIMITS58MODULAR TRAILER DEMOLITION PLAN - ENLARGEMENT A1" = 20'EXISTING BUILDINGFFE = 782.10'(±)22113TPTPTPTPTP
13EXISTING DOOREXISTING DOOREXISTINGWINDOWTPTPTPTPTP
TPTPTPTPTP
TPTPTPTPTP TPTPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
1313TPTPTPTPTP13
141414141414MODULAR TRAILER SITE PLAN - ENLARGEMENT B1" = 20'TEMPORARYMODULARTRAILER7,741 SF393956EXISTINGWINDOWEXISTING DOOREXISTING DOOR39393921211111112TYP12TYP12TYP3131313939393939393939393944444444444444444444444448484949505050505051SITE RESTORATION (UPON TRAILER REMOVAL) PLAN - ENLARGEMENT D1" = 10'EXISTINGWINDOWEXISTING DOOREXISTING DOOR22111112TYP12TYP60'60'6'1'MODULAR TRAILER GRADING & SITE UTILITY PLAN - ENLARGEMENT C1" = 20'TEMPORARYMODULARTRAILEREXISTINGWINDOWEXISTING DOOREXISTING DOOR313131STRIP EXISTING TOPSOIL606162636465666768697071727374758. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.9. REFER TO SHEET E2.01 FOR LIGHT BOLLARD AND LIGHT POLE IMPROVEMENTS.10. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THEFRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVEBEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES ASNECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENTWIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE ORREPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THEDEVELOPER.11. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORMTO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTORSHALL 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 THE DEPARTMENTAS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.EXISTING BUILDINGFFE = 782.10'(±)EXISTING BUILDINGFFE = 782.10'(±)EXISTING BUILDINGFFE = 782.10(±)200122000920010GRASSASPHALT12226252525APPROXIMATE LIMITS OF UTILITY LINE REMOVALST-705ST-706111'70'12. THE CONTRACTOR SHALL RESTORE THE TEMPORARY MODULAR TRAILER AREA TO THE ORIGINAL CONDITIONS AND GRADES. SEE ENLARGED PLAN “D” ON THIS SHEET. THE FOLLOWINGWORK WILL NEED TO BE DONE AS PART OF THE SITE RESTORATION.A. REMOVE TRAILERS, SUPPORT FRAMES AND BEAMS, MASONRY PIERS, ELEVATED WALKING DECKS, RAMPS AND STAIRS. B. REMOVE SANITARY LATERAL PIPING AND HOLDING TANK. C. TERMINATE DOMESTIC WATER, POWER AND TELECOMM SERVICES INSIDE OF THE EXISTING BUILDING. CAP UTILITY CONDUITS AT 5' FROM THE EXISTING BUILDING. ABANDON LINES IN PLACE. D. REMOVE ALL STONE FOUNDATIONS AND SURFACES INSTALLED FOR THE SUBJECT TRAILERS. E. REMOVE ALL UNDERDRAINS, CLEANOUTS AND TEMPORARY STORM STUCTURES . F. BACKFILL ALL DEPRESSED AREAS WITH SUITABLE BACKFILL SOIL MATERIAL IN 8” LIFTS TO WITHIN 6” OF FINISHED GRADES. FINISHED GRADES SAHLL MATCH EXISTING GRADESBASED ON THE TOPOGRAPHIC SURVEY. G. REPLACE CONCRETE SIDEWALKS TO THEIR ORIGINAL LOCATIONS AND ELEVATIONS. H. ADD XX TREES I. PROVIDE 6” OF TOPSOIL ON ALL DISTURBED AREAS AND SEED.5'5'5'3'5'5'5'3'5'5'3'5'5'3'1'
0.83'
2.74'±
0.83'3'3'12222115976PR-024-18-2024253536160GRASSASPHALT6161626262625560GRASSASPHALTGRASSASPHALT62626055626163636363636363636363636363636363515076115165765858575959647171726970707369677470687554545454TYPTYPTYPTYP8'8'6767TAC COMMENT RESPONSE31327272877785-14-20246/19/2024
782.66782.66782.78782.78782.50782.00782.43781.93782.42781.92TC 782.25 MEGBC 781.75 MEGTC 781.82 MEGBC 781.82 MEG782.43781.93TC 782.21 MEGBC 781.71 MEGTC 781.73 MEGBC 781.73 MEGTC 781.76 MEGBC 781.76 MEG782.31781.81782.07782.07781.93781.93780.68780.68TC 780.42 MEGBC 779.92 MEG780.55780.55780.49779.99780.44779.94TC 779.92 MEGBC 779.92 MEGTC 780.47 MEGBC 779.97 MEGTC 780.28 MEGBC 779.78 MEGTC 779.79 MEGBC 779.79 MEGTC 779.79 MEGBC 779.79 MEG780.47779.97780.84780.34780.98780.48780.34779.84780.17780.17780.02780.02780.40780.40780.55780.55TC 780.52 MEGBC 780.02 MEGTC 779.96 MEGBC 779.96 MEGTC 779.94 MEGBC 779.94 MEGTC 780.08 MEGBC 779.58 MEGTC 779.37 MEGBC 779.37 MEG779.58779.58779.60MEG 779.49779.43779.43779.50779.50779.65779.65MEG 779.44INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 412048LEGENDCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G1.3ENLARGEDSITE LAYOUT PLANSASPHALT PATHCONCRETE SIDEWALK/PAVEMENT1. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYSCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANYOTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.\4. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.5. FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEARFLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETSLOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY. THESE INLETS FLOW TOFREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELYDISCHARGING TO THE WHITE RIVER.6. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.7. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITYOF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THATRESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BERELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.8. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.9. REFER TO SHEET E2.01 FOR LIGHT BOLLARD AND LIGHT POLE IMPROVEMENTS.10. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THEFRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVEBEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES ASNECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENTWIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE ORREPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THEDEVELOPER.11. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORMTO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTORSHALL 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 THE DEPARTMENTAS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESLAWN*** SEE TOPOGRAPHIC SURVEY FOR ADDITIONAL LEGEND SYMBOLS.ADA RAMP - ENLARGEMENT 11" = 4'31ADA RAMP - ENLARGEMENT 21" = 4'ADA RAMP - ENLARGEMENT 3ADA RAMP - ENLARGEMENT 41" = 4'ADA RAMP - ENLARGEMENT 51" = 4'ADA RAMP - ENLARGEMENT 61" = 4'SITE KEYNOTESCONCRETE CONNECTION - PER DETAIL F/G4.11 1/2" ASPHALT SURFACE OVERLAY - PER DETAIL F/G4.24" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONSCONCRETE CURB - PER DETAIL H/G4.1SEEDED DISTURBED LAWN - SEE LANDSCAPE PLANCONCRETE TO ASPHALT CONNECTION - PER DETAIL G/G4.1CURB TO CURB CONNECTION - PER DETAIL K/G4.110' WIDE MULTI-USE ASPHALT PATH ADJACENT TO CURB -PER DETAIL F/G4.310' WIDE MULTI-USE ASPHALT PATH WITH GRASS STRIP - PER DETAIL G/4.3CONCRETE ADA RAMP - PER DETAILS AND ENLARGED PLANS ON SHEET G4.4PROVIDE CONCRETE TRANSITION CURB AND GUTTER - PER DETAIL H/G4.3BETWEEN NEW ADA RAMPS AND EXISTING CURB AND GUTTERRELOCATE SIGN 3' TO THE WEST FROM NEW SIDEWALKFULL DEPTH HMA PAVEMENT - PER CITY OF CARMEL STANDARD DRAWING10-9 SEE SHEET G1.0 FOR EXTENTS OF PAVINGCONCRETE ROLL CURB AND GUTTER PER CITY OF CARMEL STANDARDDRAWING 10-15. SEE SHEET G1.0 FOR EXTENTS OF NEW CURB.STOP BAR - 24" WIDE PAINTED, THERMOPLASTIC (WHITE) LENGTH = 2'SHORTER THAN LANE WIDTH2' WIDE TACTILE WARNING PLATES PER SECTION 1/G4.1438081828341311" = 4'3131313131313131313131434343434343434343808080808079798282828282828282838181818181812241414141414118181818181818181818185.00'10.00'10.00'9.00'6.00'10.00'21.7'7.50'7.00'6.31'5.00'10.00'10.00'10.00'PROPERTY LINE
PROPERTY LINE
RIGHT OF WAY
RIGHT OF WAY
10.00'18187.00'18182.50'4.18'8544485864382868544868787R55' (MATCH EXIST.)R50' (MATCH EXIST.)6.00'135°TAC COMMENT RESPONSE16-17-2024388EXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONTCBC750.6588444444448788888787888188388413R0.75'R2.00'R1.00'R2.00'R1.0'R2.0'R2
.
0
'R1.0'R1.00'R2.0
'
R
1
.
0
'R1.0'3.84'3333333331316/19/2024
40' BOX TRUCK
NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNO
1MEG 780.56780.41MEG 780.01ST-100RIM = 781.40ST-104RIM = 776.42162 LF OF 14" DIP @ 1.00%ST-200RIM = 781.40779.65779.65779.65MEGMEGMEGMEGMEGMEGMEGMEG11ST-202RIM = 781.40ST-201RIM = 781.40ST-103RIM = 778.45ST-101RIM = 780.33ST-102RIM = 778.35EXISTING EAST DRY DETENTION BASINTOTAL CONTRIBUTING AREA = 3.65 ACRESBOTTOM OF DRY BASIN = 771.822 YEAR ELEVATION = 776.802 YEAR RELEASE RATE = 7.02 CFS2 YEAR STORAGE VOLUME = 0.040 AC/FT10 YEAR ELEVATION = 777.3910 YEAR RELEASE RATE = 8.29 CFS10 YEAR STORAGE VOLUME = 0.121 AC/FT100 YEAR ELEVATION = 778.19100 YEAR RELEASE RATE = 9.10 CFS100 YEAR STORAGE VOLUME = 0.369 AC/FT10'6'3222310'10'6'TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTP TPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
TPTPTPTPTP TPTPTPTPTP
TPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTPTP
781.92782.07781.92782.07782.19782.34782.02782.17781.72781.87781.54781.69781.29781.44781.03781.18780.78780.93780.66780.81780.64780.79780.54780.69780.54780.69780.34780.49780.40780.58779.49779.66779.47779.60779.44779.49TC 781.36 MEGBC 780.86 MEGTC 781.68 MEGBC 781.18 MEGINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G2.0OVERALLGRADING PLAN GRADING KEYNOTES1. WOOD BOLLARD - PER DETAIL L/G4.2 & G1.0 OVERALL SITE LAYOUTPLAN2. PROVIDE A 1.50% CROSS-SLOPE FROM WEST (HIGH) TO EAST(LOW) ACROSS NEW MULTI-USE PATH. TOP OF NEW PAVEMENTADJACENT TO EXISTING CURB SHALL BE 1/2" HIGHER THAN CURB -SEE DETAIL F/G43.3. PROVIDE A 1.50% CROSS-SLOPE FROM WEST (HIGH) TO EAST(LOW) ACROSS NEW MULTI-USE PATH. TOP OF NEW PAVEMENTEAST EDGE SHALL BE +2" HIGHER THAN EXISTING TOP OF CURB -SEE DETAIL G/G4.3.NEW BUILDING ADDITIONFFE = 782.00SEE ENLARGEMENTC/G2.1SEE ENLARGEMENT A/G2.1SEE ENLARGEMENT B/G2.11. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY SCHNEIDER GEOMATICS DATED 09/05/2023. THEENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUNDUTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS,LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION.REPORT ANY DISCREPANCIES TO THE ENGINEER.4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT ANAPPROVED STORM WATER MANAGEMENT PERMIT.5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONSREQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITHPROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLELINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OFPROPOSED RIGHT-OF-WAY LINE.6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLRESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THECOMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGEDTO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THESTART OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITIONOF THE RIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONALINFORMATION ON THE CITY OF CARMEL'S PAVING AND CURBPOLICIES.7. SEE STORM STRUCTURE TABLE ON SHEET SU1.2 FOR PIPE SIZES,MATERIAL AND INVERTS OF STORM SEWER.8. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES ANDBRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT AREINDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TOIMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGESAS NECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATETHE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, ANDANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THEROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAIANGESTRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.9. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THEDEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACTTHE DEPARTMENT OF ENGINEERING TO SCHEDULE APRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATIONREQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OFTHE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENTAS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSEDRIGHT-OF-WAY.GENERAL NOTESGRADING PLAN LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITION100% CLOGGED INLET GRATE PONDINGEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINEEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONMEGTCBCEPTCBC750.65FLEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER LINEEXISTING ELECTRIC LINEPROPOSED STORM SEWERPROPOSED STORM MANHOLEPROPOSED NYLOPLAST STRUCTUREPROPOSED STORM / SANITARY CLEANOUTPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLESEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATIONSOUTH PLAYGROUNDMECHANICALCOURTYARD1111MEGTAC REVIEW12-15-20231TAC COMMENT RESPONSE3CONSTRUCTION LIMITSNEW BUILDING ADDITIONFFE = 779.67MLAG = 780.50MFPG = 781.50CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSTEMPORARY CLASSROOMS DURINGRENOVATION OF MAIN BUILDING -SEE ENLARGEMENT G1.2MLAG = 781.40MFPG = 782.40ADDENDUM #33-7-202423-5-2024TAC COMMENT RESPONSE45-14-2024TAC COMMENT RESPONSE56-5-20243G4.42G4.4TPTPTP
TREE PROTECTIONMATCH LINE "A"MATCH LINE "A"TAC COMMENT RESPONSE66-17-20246/19/2024
ST-CO 1RIM = 781.88ST-101RIM = 780.33ST-102RIM = 778.35118 LF OF 14" DIP @ 1.00%NO PARKING FIRE LANE NO PARKING FIRE LANE 780.51780.35779.85780.40780.40780.64781.64781.91781.91781.96781.96781.81781.91781.96781.91781.91781.91781.96781.96781.94781.76781.76780.25779.75780.28779.78MEG 780.44781.78781.78T/WALL782.85781.14780.49780.64781.64781.14781.76780.40780.26780.26T/WALL782.85T/WALL782.85T/WALL782.85T/WALL782.85T/WALL782.85T/WALL782.85T/WALL782.85781.96781.94781.64781.14780.46780.31779.81781.64779.80779.80779.76779.76780.22780.18780.28779.78780.33780.44781.82781.82781.91780.24779.74780.30779.80781.75780.24779.74780.37780.55780.64780.64781.1440' BOX TRUCK780.28779.78MEG 781.40MEG 781.26781.84781.78781.48779.31781.84780.39 MEG779.89 MEGMEG 779.92MEG 779.83780.59780.09780.32779.82781.90779.40779.36T/RIM 779.23781.07780.57781.36780.86781.18781.26779.64780.14779.64781.78779.28T/RIM 779.23T/RIM 779.55T/RIM 779.55T/RIM 779.30EXIST.EXIST.779.65779.65781.84782.00782.00781.84779.65779.65779.65779.27781.84779.28ST-100RIM = 781.40ST-200RIM = 781.40782.00782.00781.92781.90782.00781.92T/WALL783.35783.35781.88781.88782.00781.90781.92781.92782.00781.92781.92781.92781.90781.90781.80781.65781.81T/WALL783.35T/WALL783.35781.71781.70ST-202RIM = 781.40ST-201RIM = 781.40INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTADDENDUM #3TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G2.1ENLARGEDGRADING PLANSNEW BUILDING ADDITIONFFE = 782.00ENLARGED MAIN ENTRANCE PLAN - AREA "A"1" = 10'ENLARGED DOCK PLAN - AREA "B"1" = 10'NEW BUILDINGADDITIONFFE = 779.67EXISTING BUILDINGFFE = 782.00ENLARGED COURTYARD PLAN - AREA "C"1" = 10'NEW BUILDINGADDITIONFFE = 782.001. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY SCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONALINFORMATION ON THE CITY OF CARMEL'S PAVING AND CURB POLICIES.7. SEE STORM STRUCTURE TABLE ON SHEET SU1.2 FOR PIPE SIZES, MATERIALAND INVERTS OF STORM SEWER.8. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.9. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESGRADING PLAN LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITION100% CLOGGED INLET GRATE PONDINGEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINEEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONMEGTCBCEPTCBC750.65FLEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER LINEEXISTING ELECTRIC LINEPROPOSED STORM SEWERPROPOSED STORM MANHOLEPROPOSED NYLOPLAST STRUCTUREPROPOSED STORM / SANITARY CLEANOUTPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLESEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATIONEXISTING BUILDINGFFE = 782.00MECHANICALCOURTYARDTAC REVIEW12-15-20231TAC COMMENT RESPONSE3MLAG = 781.40MFPG = 782.40MLAG = 780.50MFPG = 781.50ADDENDUM #33-7-20242CONSTRUCTION LIMITS3-5-20246/19/2024
MEG 780.56780.41MEG 780.01ST-100RIM = 781.40ST-101RIM = 780.33ST-103RIM = ???ST-102RIM = ???ST-104RIM = ???162 LF OF 14" DIP @ 1.00%ST-200RIM = 781.4040' BOX TRUCK
NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNO779.65779.65779.65MEGMEGMEGMEGMEGMEGMEGMEGST-202RIM = 781.40ST-201RIM = 781.40EXISTING EAST DRY DETENTION BASINTOTAL CONTRIBUTING AREA = 3.65 ACRESBOTTOM OF DRY BASIN = 771.822 YEAR ELEVATION = 776.802 YEAR RELEASE RATE = 7.02 CFS2 YEAR STORAGE VOLUME = 0.040 AC/FT10 YEAR ELEVATION = 777.3910 YEAR RELEASE RATE = 8.29 CFS10 YEAR STORAGE VOLUME = 0.121 AC/FT100 YEAR ELEVATION = 778.19100 YEAR RELEASE RATE = 9.10 CFS100 YEAR STORAGE VOLUME = 0.369 AC/FTOVERTOPPINGELEV.= 779.85OVERTOPPINGELEV.= 780.45100 YEARELEV.= 781.94206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.NEW BUILDING ADDITIONFFE = 782.001. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY SCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.5. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIREDFOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THESATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONALINFORMATION ON THE CITY OF CARMEL'S PAVING AND CURB POLICIES.7. SEE STORM STRUCTURE TABLE ON SHEET SU1.2 FOR PIPE SIZES, MATERIALAND INVERTS OF STORM SEWER.8. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.9. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESGRADING PLAN LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITION100% CLOGGED INLET GRATE PONDINGEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBEDGE OF PAVEMENTFLOWLINEEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONMEGTCBCEPTCBC750.65FLEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER LINEEXISTING ELECTRIC LINEPROPOSED STORM SEWERPROPOSED STORM MANHOLEPROPOSED NYLOPLAST STRUCTUREPROPOSED STORM / SANITARY CLEANOUTPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLESEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATIONSOUTH PLAYGROUNDMECHANICALCOURTYARDTAC REVIEW12-15-20231TAC COMMENT RESPONSE2CONSTRUCTION LIMITSNEW BUILDING ADDITIONFFE = 779.67MLAG = 780.50MFPG = 781.50CONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTION LIMITSCONSTRUCTIONLIMITSTEMPORARY CLASSROOMS DURINGRENOVATION OF MAIN BUILDING -SEE ENLARGEMENT G1.2MLAG = 781.40MFPG = 782.403-5-2024G2.2EMERGENCY FLOODROUTING PLANTAC COMMENT RESPONSE35-14-20246/19/2024
1118277CWPTSW SWSW SW310
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TPINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G3.1PRE-CONSTRUCTIONEROSION CONTROL PLANCONTRACTOR TO CONSTRUCT ALLAPPLICABLE SITE IMPROVEMENTS TO THECITY OF CARMEL CONSTRUCTIONSTANDARDS, CURRENT EDITION.https://www.carmel.in.gov/government/departments-services/engineering/construction-designCITY OF CARMEL STANDARDSSITE BENCHMARK INFORMATIONTHE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY AREBASED ON POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM(GPS) OBSERVATIONS. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATEPLANE COORDINATE SYSTEM (EAST ZONE) REFERENCE TO THE 1983 NORTHAMERICAN DATUM UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATIONS(CORS) ADJUSTMENT AS DETERMINED BY NGS (NAD 83 (CORS 96)(EPOCH 2002.000)AND REPORTED ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). THISORTHOMETRIC ELEVATION WAS COMPUTED USING GEOID18.CP 100 - N:1727799 E:214435 ELEV: 780.31' 5/8" REBAR W/ SCHNEIDER CONTROL CAPCP 217 - N:1727332 E:214183 ELEV: 781.21' 5/8" REBAR W/ SCHNEIDER CONTROL CAPCP 219 - N:1727312 E:214729 ELEV: 780.28' MAG NAIL IN CONCRETE1. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY WEIHE ENGINEERS, DATED 09-21-2022. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER. IN AREAS WHERE UTILITIES CROSS, CONTRACTOR SHALL EXPOSEEXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND REPORTANY ELEVATION CONFLICTS WITH PROPOSED UTILITIES TO THE ENGINEER.4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORMWATER MANAGEMENT PERMIT.5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.6. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATION REQUIREDFOR ROAD PROJECTS THAT RESULT IN CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPARIED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONALINFORMATION ON THE CITY OF CARMEL'S PAVING AND CURB POLICIES.8. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.9. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESCONTACT:TYLER BARKER,PROJECT MANAGERCONTACT ADDRESS:3834 S. EMERSON AVE.INDIANAPOLIS, IN. 46203EMAIL:TBARKER@SKILLMAN.COMPH. NO: 317-474-2288EROSION CONTROL:RESPONSIBLE PARTYCONTACT INFORMATIONKEYNOTES1. INLET SEDIMENT PROTECTION, PER DETAIL E/G3.32. CONSTRUCTION ENTRANCE DRIVE - SEE GENERAL NOTE 63. PORTABLE TOILET - ANCHOR TO PREVENT SPILLS4. CONCRETE WASHOUT, PER DETAIL C/G3.35. CONCRETE WASHOUT SIGN, PER DETAIL D/G3.36. PROJECT INFORMATION BOARD, PER DETAIL F/G3.37. CONSTRUCTION LIMITS8. DURING CONSTRUCTION KEEP PAVEMENT AND WORK AREAS IN ANORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS OR OTHERPAVED AREAS. CONTRACTOR SHALL PERFORM CLEANING ANDSWEEPING OF ENTRANCE, RUMBLE STRIPS OR TIRE WASHING ASREQUIRED TO PREVENT TRACK OUT OF SOILS FROM SITE ON AWEEKLY AND AS NEEDED BASIS DURING CONSTRUCTION ACTIVITIESINVOLVING EARTHWORK. SHOULD TRACK OUT MATS BE NEEDED,RUBBERFORM MODEL RF-TOCM.12.14 OR AN APPROVED EQUAL TO BEUSED.9. PROVIDE SILT FENCE, PER DETAIL B/G3.310. CONSTRUCTION TRAILER (BY CONTRACTOR)11. WEIGHTED WATTLE AT CURB OPENING - SEE DETAIL G/3.312. TRENCH DRAIN INLET PROTECTION - SEE DETAIL H/G3.31. INSTALL PROJECT INFORMATION SIGN2. CONTRACTOR SHALL INSTALL INLET PROTECTION ON EXISTING OPEN GRATESDEPICTED ON THIS PLAN.3. FOLLOWING INLET PROTECTION, CONTRACTOR SHALL INSTALLATION SILT FENCE ATLOCATIONS SHOWN ON THE PLAN.4. STRAW WATTLES SHALL BE INSTALLED AT CURB OPENINGS.5. PLACE CONSTRUCTION TRAILER6. PLACE CONCRETE WASHOUT AND SIGN.7. PLACE PORTABLE TOILETSPRECONSTRUCTION EROSION CONTROLMEASURES SEQUENCING1. CONTRACTOR SHALL AT ALL TIMES INSURE THAT EROSION CONTROL MEASURESPROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THECOMMENCEMENT OF ANY PHASE OF CONSTRUCTION OR LAND ALTERATION ACTIVITY.2. PRIOR TO SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL: CONSTRUCT ALLPERIMETER SILT BARRIERS.3. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.4. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITHCHAPTERS 600 AND 700 OF THE CITY OF CARMEL ENGINEERING CONSTRUCTION ANDDESIGN STANDARDS, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS ANDTHE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THEREQUIREMENTS SET FORTH IN THE CITY STANDARDS.5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BYIDEM, HCSWCD AND/OR THE CITY OF CARMEL.PRECONSTRUCTION EROSION CONTROLGENERAL NOTESEROSION CONTROL LEGENDCWSILT FENCEPTSFAPPROXIMATE LIMITSOF CONSTRUCTIONINDICATES LOCATION OFCONCRETE WASHOUTINDICATES LOCATION OFPORTABLE TOILETSSEDIMENT BAG INLETPROTECTIONSWSWWEIGHTED WATTLEINDICATES CONSTRUCTIONTRAFFIC DIRECTIONTRENCH DRAIN INLET PROTECTIONSOUTH PLAYGROUNDMECHANICAL
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TAC REVIEW12-15-20231TAC COMMENT RESPONSE23-5-2024TAC COMMENT RESPONSE35-14-2024TAC COMMENT RESPONSE46-5-2024SILT FENCESFTPTPTP
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THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G3.2EROSION CONTROL PLANCONTRACTOR TO CONSTRUCT ALLAPPLICABLE SITE IMPROVEMENTS TO THECITY OF CARMEL CONSTRUCTIONSTANDARDS, CURRENT EDITION.https://www.carmel.in.gov/government/departments-services/engineering/construction-designCITY OF CARMEL STANDARDSSITE BENCHMARK INFORMATIONTHE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY AREBASED ON POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM(GPS) OBSERVATIONS. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATEPLANE COORDINATE SYSTEM (EAST ZONE) REFERENCE TO THE 1983 NORTHAMERICAN DATUM UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATIONS(CORS) ADJUSTMENT AS DETERMINED BY NGS (NAD 83 (CORS 96)(EPOCH 2002.000)AND REPORTED ON THE 1988 NORTH AMERICAN VERTICAL DATUM (NAVD88). THISORTHOMETRIC ELEVATION WAS COMPUTED USING GEOID18.CP 100 - N:1727799 E:214435 ELEV: 780.31' 5/8" REBAR W/ SCHNEIDER CONTROL CAPCP 217 - N:1727332 E:214183 ELEV: 781.21' 5/8" REBAR W/ SCHNEIDER CONTROL CAPCP 219 - N:1727312 E:214729 ELEV: 780.28' MAG NAIL IN CONCRETE1. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY SCHNEIDER GEOMATICS, DATED 09-05-2023. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALLSUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIORTO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER. IN AREAS WHERE UTILITIES CROSS, CONTRACTOR SHALL EXPOSEEXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION AND REPORTANY ELEVATION CONFLICTS WITH PROPOSED UTILITIES TO THE ENGINEER.4. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.5. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORMWATER MANAGEMENT PERMIT.6. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THERESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATION REQUIREDFOR ROAD PROJECTS THAT RESULT IN CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVEWITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TOWITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.7. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPARIED TOTHE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THECONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONALINFORMATION ON THE CITY OF CARMEL'S PAVING AND CURB POLICIES.8. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGESACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THEPLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BYTHE CITY OT ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES,MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANYDRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER.9. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALLCONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TOSCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS,REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEWTHE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THEEXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESKEYNOTES1. INLET SEDIMENT PROTECTION, PER DETAIL E/G3.32. CONSTRUCTION ENTRANCE DRIVE, PER DETAIL J/G3.33. PORTABLE TOILET - ANCHOR TO PREVENT SPILLS4. CONCRETE WASHOUT, PER DETAIL C/G3.35. CONCRETE WASHOUT SIGN, PER DETAIL D/G3.36. PROJECT INFORMATION BOARD, PER DETAIL F/G3.37. CONSTRUCTION LIMITS8. DURING CONSTRUCTION KEEP PAVEMENT AND WORK AREAS IN ANORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING SITE TO AVOID TRACKING SOIL ONTO ROADS OR OTHERPAVED AREAS. CONTRACTOR SHALL PERFORM CLEANING ANDSWEEPING OF ENTRANCE, RUMBLE STRIPS OR TIRE WASHING ASREQUIRED TO PREVENT TRACK OUT OF SOILS FROM SITE ON AWEEKLY AND AS NEEDED BASIS DURING CONSTRUCTION ACTIVITIESINVOLVING EARTHWORK. SHOULD TRACK OUT MATS BE NEEDED,RUBBERFORM MODEL RF-TOCM.12.14 OR AN APPROVED EQUAL TO BEUSED.9. PROVIDE SILT FENCE, PER DETAIL B/G3.310. CONSTRUCTION TRAILER (BY CONTRACTOR)11. WEIGHTED WATTLE AT CURB OPENING - SEE DETAIL G/3.3.12. AREA TO BE SEEDED - SEE SHEET G3.3 FOR SEEDING INFORMATION.COORDINATE LIMITS WITH THE LANDSCAPE PLANS13. TRENCH DRAIN INLET PROTECTION - SEE DETAIL H/G3.314. THE SOUTH CONSTRUCTION ENTRANCE DRIVE WILL BE THE FINALPHASE OF CONSTRUCTION AFTER THE EAST SIDE OF WORK ISCOMPLETE. THE FODS FROM THE EAST SIDE WILL BE RELOCATEDHERE.EROSION CONTROL GENERAL NOTES1. CONTRACTOR SHALL AT ALL TIMES INSURE THAT EROSION CONTROLMEASURES PROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACEPRIOR TO THE COMMENCEMENT OF ANY PHASE OF CONSTRUCTION ORLAND ALTERATION ACTIVITY.2. AS SOON AS AREAS ARE BROUGHT TO FINISH GRADE OR NEW DRAINAGEFACILITIES ARE CONSTRUCTED, CONTRACTOR SHALL CONSTRUCT THEAPPLICABLE EROSION CONTROL MEASURES REQUIRED BY ANDDELINEATED ON THE APPROVED PLAN.3. DURING SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL:MAINTAIN ALL PERIMETER SILT BARRIERS, PREVENT CONSTRUCTION SILTSFROM LEAVING THE SITE AT ALL TIMES AND PLACE EXCAVATED MATERIALSAWAY FROM ANY DIRECT DRAINAGE FLOW RUNOFF FROM THE SITE.4. INLET EROSION CONTROL MEASURES SHALL BE INSTALLED AT ALL INLETSTRUCTURES TO KEEP PIPING SYSTEMS FREE OF SILTATION.5. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL ISTHE SOLE RESPONSIBILITY OF THE CONTRACTOR.6. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE INCONFORMANCE WITH CHAPTERS 600 AND 700 OF THE CITY OF CARMELENGINEERING CONSTRUCTION AND DESIGN STANDARDS, LATEST EDITION.DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOTALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTSSET FORTH IN THE CITY STANDARDS.7. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BEREQUIRED BY IDEM, HCCSW AND/OR THE CITY OF CARMEL.8. ALL PROPOSED STORM SEWER AND DRAINAGE APPURTENANCES SHALLBE IN CONFORMANCE WITH THE CITY OF CARMEL STORMWATERSPECIFICATIONS AND DETAILS, LATEST EDITIONS. DISCREPANCIESBETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THECONTRACTOR FROM ADHERING TO THE REQUIREMENTS AS SET FORTH INTHE MANUAL.STORMWATERDISCHARGE POINTCONTACT:TYLER BARKER,PROJECT MANAGERCONTACT ADDRESS:3834 S. EMERSON AVE.INDIANAPOLIS, IN. 46203EMAIL:TBARKER@SKILLMAN.COMPH. NO: 317-474-2288EROSION CONTROL:RESPONSIBLE PARTYCONTACT INFORMATIONEROSION CONTROL LEGENDCWSILT FENCEPTSFAPPROXIMATE LIMITSOF CONSTRUCTIONINDICATES LOCATION OFCONCRETE WASHOUTINDICATES LOCATION OFPORTABLE TOILETSSEDIMENT BAG INLETPROTECTIONSWSWWEIGHTED WATTLEAPPROXIMATE LIMITS OF SEEDINGDRAINAGE FLOW ARROWINDICATES CONSTRUCTION TRAFFIC DIRECTIONTRENCH DRAIN INLET PROTECTIONSOUTH PLAYGROUNDSOUTHWESTPLAYGROUNDNORTHWESTPLAYGROUNDMECHANICAL
COURTYARD
TAC REVIEW12-15-20231TAC COMMENT RESPONSE23-5-2024TAC COMMENT RESPONSE35-14-2024TAC COMMENT RESPONSE46-5-2024TPTP
TP
TREE PROTECTION - PER DETAIL F/L1.2TPTPTP
TP
6/19/2024
34"8"278"CONSTRUCTION ENTRANCE (FODS)DRIVE - DETAIL JNOTES:1. MAT MATERIAL SHALL BE COMPRESSION MOLDED HDPE, HIGH VISIBILITY - YELLOW COLOR.2. MATS SHALL BE CONNECTED WITH H-BRACKET ANDSTEEL STRAP HARDWARE PER MANUFACTURER DIRECTIONS.3. CLEANING/MAINTENANCEA. MATS SHALL BE INSPECTED ONCE ON A WEEKLY BASISAND WITHIN 2 DAYS OF ALL RAINFALL EVENTS.B. MATS SHALL BE CLEANED ONCE 2" OF SEDIMENT HASBUILT UP IN THE LINE OF TRAVEL.C. MAINTENANCE EQUIPMENTa. SKID-STEER WITH BROOK ATTACHMENTb. FODS SHOVELc. STREET SWEEPERd. PRESSURE WASHER WITH CONTAINMENTe. WATER TRUCK WITH CONTAINMENTFODS COMPOSITE MAT TRACKOUT CONTROL SYSTEM (FODS, LLC)12'WIDE x 7'LONG x 3 5/8"HEIGHT (2 7/8" PYRAMID HEIGHT)EXISTING ASPHALT PAVEMENTCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G3.3EROSION CONTROL DETAILSSILT FENCEPOST BPOST ASILT FENCEPOST(TYP.)SILT FENCEEND SECTION DETAIL (PLAN VIEW)GEOTEXTILE SHALL BE FOLDED AROUND TWOPOSTS ONE FULL TURN. SECURE GEOTEXTILETO POST WITH THREE STAPLES (1/2") MINIMUM.JOINING SECTION DETAIL (PLAN VIEW)FOLD GEOTEXTILE AROUND EACH POST ONEFULL TURN. SECURE GEOTEXTILE TO POSTWITH THREE STAPLES (1/2") MINIMUM.POSTS SHALL BE TIGHTLY ABUTTED WITH NOGAPS TO PREVENT POTENTIAL FLOW-THROUGHOF SEDIMENT AT JOINT.UNDISTURBED GROUNDSILT FENCE - DETAIL BMAINTENANCE: 4"18" MIN.24" MIN.FILTER FABRIC SECURE TOPOSTS WITH 2" LATH, IN SWALESOR AREAS OF CONCENTRATEDFLOW REINFORCE WITH 14 GA. X6" WIRE MESHFILL WITHCOMPACTEDSOILEMBED FILTER CLOTHMIN. 12" INTO GROUND2"X2" HARDWOOD OR 1.33LB/FT STEEL POSTMAX. SPACING BETWEENPOSTS IS 5'-0".1. INSPECT WEEKLY AND AFTER EACH STORM EVENT.2. IF FABRIC IS TORN OR DETERIORATED, REPLACE SECTION IMMEDIATELY.3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF OF THE HEIGHT OF THEFENCE OR IS CAUSING FABRIC TO BULGE.4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC.5. AFTER DRAINAGE AREA IS STABILIZED, REMOVE FENCE AND SEDIMENT, BRINGDISTURBED AREA TO GRADE AND STABILIZE IT.6. SILT FENCE USED AT TOE OF SLOPE SHALL BE PLACED 5' TO 18' BEYOND THETOE OF SLOPE TO PROVIDE STORAGE CAPACITY.7. SILT FENCE SHALL BE PLACED ON THE CONTOUR, WITH ENDS FLARED UPSLOPE.NO SCALENOTES:1. PROVIDE 10 YD. OR 15 YD. ROLL OFF DUMPSTER FOR STORAGE OFCONCRETE WASHOUT MATERIAL. SERVICE DUMPSTER WHENAPPROACHING 2/3 FULL USING CARE SO THAT GREY WATER IS NOTSPILLED OUT WHEN DUMPSTER IS MOVED.2. PROVIDE LEAKPROOF (10 MIL MIN.) PLASTIC LINER.3. LOCATE DUMPSTER IN DESIGNATED AND APPROVED LOCATIONNOTE 3NOTE 1NOTE 2STANDARD WASHOUT - DETAIL CNO SCALEDANDY BAGDUMPING STRAPMONOFILAMENTAN ORANGE WOVENIF FABRIC IS TORN OR DETERIORATED, REPLACE IMMEDIATELY.AFTER DRAINAGE AREA IS STABILIZED, REMOVE SEDIMENT BAGSTANDARD FABRIC ISSEDIMENT BAG - DETAIL EMAINTENANCE:REMOVE SEDIMENT ON A REGULAR SCHEDULEINSPECT WEEKLY AND AFTER EACH STORM EVENT.AREA INLET 1.3.2.4.LIFT STRAPSGRATEII OR APPROVED EQUALNO SCALEEXISTING INLETSTRAW BALESINLET PROTECTIONEROSION CONTROLTEMPORARY SEEDINGTEMPORARY DIVERSIONSTREE PROTECTIONEROSION CONTROLSILT FENCESTONE ENTRANCEEROSION CONTROL MAINTENANCEWEEKLY, AFTER STORM EVENTSAS NEEDEDPRIOR TO CLEARING AND GRADINGMAINTENANCEINSTALLATION SEQUENCEREMOVAL STRAW BALESSEED, SOD, &REMOVAL OF REMOVAL OF INLETWATER AS NEEDEDWATER AS NEEDEDWATER AS NEEDEDN/APERMANENT SEEDINGN/AN/AAFTER ALL AREAS DRAINING TOPRIOR TO CLEARING AND GRADINGPRIOR TO CLEARING AND GRADINGPRIOR TO CLEARING AND GRADINGALONG WITH ROUGH GRADINGAFTER ROUGH GRADINGAFTER FINISH GRADINGAFTER FINISH GRADINGAFTER FINISH GRADINGAFTER EACH INLET IS PLACEDAFTER FINISHED GRADINGMEASUREAND AS NEEDEDAND AS NEEDEDWEEKLY, AFTER STORM EVENTSWEEKLY, AFTER STORM EVENTSAND AS NEEDEDAND AS NEEDEDWEEKLY, AFTER STORM EVENTSAND AS NEEDEDWEEKLY, AFTER STORM EVENTSAND AS NEEDEDWEEKLY, AFTER STORM EVENTSAND AS NEEDEDWEEKLY, AFTER STORM EVENTSPROTECTIONMATTINGLANDSCAPE PROTECTIONTHESE AREAS ARE STABILIZEDTHESE AREAS ARE STABILIZEDAFTER ALL AREAS DRAINING TOTHESE AREAS ARE STABILIZEDAFTER ALL AREAS DRAINING TOSILT FENCESOIL EROSION CONTROL SUMMARY1. CONTRACTOR SHALL AT ALL TIMES INSURE THAT EROSION CONTROL MEASURESPROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THECOMMENCEMENT OF ANY PHASE OF CONSTRUCTION OR LAND ALTERATION ACTIVITY.2. AS SOON AS AREAS ARE BROUGHT TO FINISH GRADE OR NEW DRAINAGE FACILITIESARE CONSTRUCTED, CONTRACTOR SHALL CONSTRUCT THE APPLICABLE EROSIONCONTROL MEASURES REQUIRED BY AND DELINEATED ON THE APPROVED PLAN.3. DURING SITE CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL: CONSTRUCT ALLPERIMETER SILT BARRIERS. INSTALL AND MAINTAIN CLEAN CRUSHED STONE AT ALLCONSTRUCTION ENTRANCES/EXITS TO THE SITE AND ANY AREAS USED FOR PARKING.PREVENT CONSTRUCTION SILTS FROM LEAVING THE SITE AT ALL TIMES AND PLACEEXCAVATED MATERIALS AWAY FROM ANY DIRECT DRAINAGE FLOW RUNOFF FROM THESITE.4. TEMPORARY VEGETATION SHALL BE INSTALLED WITHIN 7 DAYS FOLLOWINGCOMPLETION OF ANY PHASE OF GRADING.5. PERIMETER SILTATION BARRIERS SHALL BE MAINTAINED AT ALL TIMES.6. AT SUCH TIME THAT ROUGH GRADING OF THE SITE IS COMPLETE AND DRAINAGEDIVERTED TO INLETS, INLET EROSION CONTROL MEASURES SHALL BE INSTALLED ATALL INLET STRUCTURES TO KEEP PIPING SYSTEMS FREE OF SILTATION.7. EROSION CONTROL MEASURES, CONSTRUCTION ENTRANCES AND SILTATIONBARRIERS SHALL REMAIN IN PLACE UNTIL A GOOD STAND OF GRASS HAS BEENOBTAINED AND/OR PAVING OPERATIONS ARE COMPLETE. AFTER COMPLETEVEGETATIVE ESTABLISHMENT OR PAVING, ALL SILT IN PIPES, DETENTION FACILITIESAND SWALES SHALL BE REMOVED WITHIN 10 DAYS SO THAT FINISHED GRADES AREMET.8. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREETS SURROUNDINGTHE PROJECT BY INSTALLING STONE SURFACE AT ALL LOCATIONS WHERECONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT TO A MINIMUM BYUTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ONADDITIVES OR OTHER APPROVED METHODS. MUD OR SEDIMENT SHALL BE REMOVEDFROM ROADS AND STREETS IMMEDIATELY.9. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.10. IT IS THE CONTRACTORS RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROMON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENTPROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5'(327 IAC 15-5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT IS THECONTRACTOR'S AND OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALSREQUIRED FROM THE LOCAL AUTHORITIES.PERMANENT SEEDING SPECIFICATIONS4.3.2.1.SWALES/GRASSED WATERWAYS: PERMANENT SEEDING SHALL TAKE PLACE BETWEEN MARCH 1 AND MAY 15 OR FROM AUGUST 10 TO OCTOBER 15 WITH THE FOLLOWING AMOUNTS PER ACRE: 25 LBS. KENTUCKY 31 FESQUE 15 LBS. KENTUCKY BLUE GRASS 400-600 LB. 12-12-12 FERTILIZER 3000 LBS. MULCH (STRAW) IF GRADES ARE ESTABLISHED BETWEEN OCTOBER 15 AND DECEMBER 30, EITHER RYE (GRAIN) OR WHEAT MAY BE USED AT THE RATE OF 2 BUSHELS/AC. OATS MAY BE USED FOR EARLY SPRING PLANTING AT THE RATE OF 3 BUSHELS/AC. ALL GRAINS SHALL BE CUT AT TIME OF PERMANENT SEEDING. ALL GRAINS SHOULD BE CUT PRIOR TO MATURING. IF TEMPORARY SEEDING IS ESTABLISHED PRIOR TO PERMANENT SEEDING, THE MULCH MAY BE ELIMINATED EXCEPT IN "BARE" AREAS. IF GRADING OCCURS DURING DECEMBER, JANUARY OR FEBRUARY, NO SEEDING IS TO TAKE PLACE UNTIL SPRING PLANTING; HOWEVER, IT IS IMPERATIVE THAT ALL SEDIMENT FILTERS AND TRAPS ARE IN PLACE PRIOR TO BULK EARTH MOVING OR CLEARING.AS NEEDEDROCK CHECK DAMNALONG WITH ROUGH GRADINGAS NEEDEDROCK DONUTALONG WITH ROUGH GRADINGF = SODE = ANNUAL RYE GRASS 40 LBS/ACRE (1 LB/1000 SQ. FT.)D = WHEAT OR RYE 2 BUSHELS/ACREG = STRAW MULCH 2 TONS/ACREC = SPRING OATS 3 BUSHELS/ACRE* /I/ * =IRRIGATION NEEDED FOR 2 WEEKS AFTER SUPPLYING SOD400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.400-600 LBS./ACRE OF 12-12-12 ANALYSIS, OR EQUIVALENT, FERTILIZER.A = KENTUCKY BLUEGRASS 100 LBS/ACRE; CREEPING RED FESCUE 100 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 20 LBS/ACREB = KENTUCKY BLUEGRASS 120 LBS/ACRE; CREEPING RED FESCUE 120 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYE GRASS 30 LBS/ACREFERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY FERTILIZE AS RECOMMENDED BY SOIL TEST. IF TESTING IS NOT DONE, APPLY ** =IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND/OR SEPTEMBERPRACTICESEEDINGSEEDINGDORMANTSEEDINGSODDINGMULCHINGTEMPORARYSTABILIZATIONPERMANENTMAYSEASONAL SOIL PROTECTION CHART//////////////I///////////////CGB**FEAJAN.FEB.MAR.*APR.////////////////I/////////////////*//////////I//////////**D*BJUNE*JULYSEPT./I/*AUG.OCT.NOV. DEC.NO SCALETEMPORARY SEEDING CHART - DETAIL APRE-CAST CONCRETE 22"x 22"x 16" HIGHSIGN POST BASE OR CONCRETE WASHOUT2'-0"1'-6'5'-0"1'-10"1'-4"BLACK LETTERSBLACK BORDERWHITE BACKGROUNDSIGN POSTIMBED SIGN POST INTO GROUND 3'-0"CONCRETE WASHOUT SIGN - DETAIL DNO SCALESWPPP INFORMATION4' (MINIMUM)4' (MINIMUM)NOTES:1) THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE ENTRANCE/EXIT OFTHE SITE, SUCH THAT IT IS ACCESSIBLE/VIEWABLE BY THE GENERAL PUBLIC, BUT NOTOBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD.2) ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITIONAT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THENOTICE-OF-TERMINATION(NOT) IS FILED FOR THE PERMIT.3) CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENTCONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE LOCAL AGENCY.4) SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTSUNLESS APPROVED BY THE GOVERNING AGENCY.5) CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THIS SWPPPINFORMATION SIGN.SIGN TO BE CONSTRUCTED OFA RIGID MATERIAL, SUCH ASPLYWOOD OR OUTDOOR SIGNBOARD. SIGN MUST BECONSTRUCTED IN A MANNERTO PROTECT DOCUMENTSFROM DAMAGE DUE TOWEATHER (WIND, SUN,MOISTURE, ETC.)."SWPPP INFORMATION" MUSTBE DISPLAYED PROMINENTLYACROSS THE TOP OF THESIGN, AS SHOWN IN THEDETAIL.SWPPP INFORMATION SIGN - DETAIL FNO SCALE3' (MINIMUM)3' (MINIMUM)EROSION AND SEDIMENT CONTROL PRODUCTSPINE STRAW FILLEDHANDLESHANDLESLENGTH (AVAILABLE IN 10', 15' & 22')8"3"END VIEW END VIEW3" FLAPHANDLE8"WATTLE DETAIL MODEL TLW 15-A - DETAIL GNO SCALEHIGH VISIBILITY GREENPINE STRAW FILLEDHIGH VISIBILITY GREENTAC REVIEW12-15-20231TAC COMMENT RESPONSE23-5-2024TAC COMMENT RESPONSE35-14-2024TAC COMMENT RESPONSE46-5-20246/19/2024
PROJECTSITEYbvAYmsAYmsAYmsAYclAYbvASITE SITE Hazel Dell PkwySITE SITE SITE FIRMVICINITY MAPB1 POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH CONSTRUCTION ACTVITIESTHERE IS A POTENTIAL FOR POLLUTANTS ASSOCIATED WITH CONSTRUCTION MACHINERYINCLUDING DIESEL FUEL, HYDRAULIC FLUID, ENGINE OILS AND LUBRICANTS, ANTIFREEZE ANDOTHER PETROLEUM PRODUCTS. SOIL AND SEDIMENT DISTURBED DURING EARTHWORK ACTIVITIESCOULD BE BECOME POLLUTANTS IF THE TRANSPORT OF THESE MATERIALS BY WIND AND/ORWATER IS NOT MEDIATED BY EROSION CONTROL MEASURES. CONSTRUCTION VEHICLES NEED TOBE INSPECTED DAILY. CONTRACTOR SHALL HAVE SPILL CONTAINMENT TRAYS ALONG WITH AUNIVERSAL SPILL KIT ONSITE. ANY SPILL SHALL BE ADDRESSED IMMEDIATELY. CONTAMINATED SOIL/ STONE SHALL BE REMOVED.B2 CONSTRUCTION ENTRANCETHE CONSTRUCTION ENTRANCE SHALL BE LOCATED AT THE ENTRANCE TO THE PROJECT. THEPLANNED LOCATION CAN BE FOUND ON THE EROSION CONTROL PLAN.B3 TEMPORARY SURFACE STABILIZATIONTEMPORARY SURFACE STABILIZATION IS REQUIRED WHEN DISTURBED AREAS ARE EXPECTED TOREMAIN INACTIVE. STABILIZATION MUST BE INITIATED BY THE END OF THE 7TH DAY ANDCOMPLETED WITHIN 14 DAYS AFTER INITIATION. STABILIZATION INCLUDES SEEDING / PLANTINGTHE EXPOSED AREAS AND APPLYING MULCH, STONE OR OTHER TEMPORARY STABILIZATIONMETHOD. AREAS THAT ARE PLANNED FOR TEMPORARY SEEDING, SEE THE SEEDING TABLEPROVIDED ON THE EROSINO CONTROL DETAIL SHEET. AREAS THAT HAVE BEEN COMPACTED MAYBE EXCLUDED WHEN THESE AREAS ARE INTENDED TO BE IMPERVIOUS SURFACE IN THE FINALCONDITION, PROVIDED RUN-OFF ID DIRECTED TO APPROPRIATE SEDIMENT CONTROL MEASURES.B4 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOWCONCENTRATED FLOW IS NOT ANTICIPATED. SHOULD CONCENTRATED FLOW DEVELOP AROUNDINLETS, WEIGHTED STRAW WATTLES ARE TO BE IMPLEMENTED AS AN ADDITIONAL CONTROL MEASURE. DETAILS CAN BE FOUND ON THE EROSION CONTROL DETAIL SHEET.B5 SEDIMENT CONTROL MEASURES FOR SHEET FLOWSILT FENCE : SEDIMENT CONTROL MEASURES ARE SHOWN ON THE EROSION CONTROL PLANS.DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.INSTALL SILT FENCE TO TRAP SEDIMENT.SILT FENCE CAPTURES SEDIMENT BY PONDING WATER AND DEPOSTION. SILT FENCE SHALL NOT BEUSED FOR DIVERSION, ACROSS STREAMS, CHANNELS, DITCHES SWALES OR ANY CONCENTRATEDFLOW.FILTER SOCKS: A TEMPORARY BARRIER CONSISTING OF PERMEABLE MATERIAL (COMPOST ORMULCH CONTAINED IN A PERMEABLE GEOTEXTILE INSTALLED TO INTERCEPT AND TREAT SEDIMENTLADEN RUNOFF. THEY WILL TRAP SEDIMENT BY INTERCEPTING RUNOFF AND REDUCING VELOCITY.B6 RUNOFF CONTROL MEASURESINLET PROTECTION : INLETS CARRY MODERATE TO LARGE FLOWS OF STORMWATER WHICH CANTRANSPORT SEDIMENT TO STREAMS, RIVERS, LAKES AND WETLANDS. RUNOFF CONTROL MEASURES FOR THIS PROJECT INCLUDE SILT FENCE WHICH IS SHOWN ON THE EROSION CONTROLPLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.CONCRETE WASHOUT : CONCRETE WASHOUT AREAS SHALL BE INSTALLED AND UTILIZED AS CONTAINMENT FOR WASHING EQUIPMENT OF UNCURED CONCRETE AND ASSOCIATED LIQUIDS. ALLCONCRETE WASHOUT WATER SHALL BE DISCHARGED TO A CONCRETE WASHOUT AREA. CONCRETEWASHOUT AREAS SHALL BE LOCATED A MINIMUM OF 50 FEET FROM ANY BODY OF WATER ANDLOCATED AWAY FROM STORMWATER INLETS AND CONVEYANCE SYSTEMS.FILTER SOCK : SEE B-5 FOR ADDITIONALB7 STORMWATER OUTLET PROTECTIONSTORMWATER OUTLETS ALL DISCHARGE DIRECTLY TO NEW STORM SEWER STRUCTURES. OUTLET LOCATIONS ARE SHOWN ON THE EROSION CONTROL PLANS.B8 GRADE STABILIZATION STRUCTURESNO GRADE STABILIZATION STRUCTURES ARE REQUIRED FOR THIS PROJECT.B9 DEWATERING MANAGEMENTSHOULD DEWATERING BE NECESSARY, WATER SHALL BE DIRECTED TO A SEDIMENT BASIN ORSEDIMENT TRAP PRIOR TO DISCHARGE. DEWATERING BAGS MAY ALSO BE INTRODUCED TOCONTROL SEDIMENT. CONTRACTOR SHALL SUBMIT DEWATERING PLAN TO THE ENGINEER PRIOR TOSTART OF DEWATERING PROCESS.B10 MEASURES IN WATERBODIESNO IN-STREAM WORK WILL BE REQUIRED ON THIS PROJECT.B11 STORMWATER QUALITY MEASURES MAINTENANCE GUIDELINESSTORMWATER INLET CONTROL MEASURES CONSISTING OF TEMPORARY SEDIMENT BAGS ARESHOWN ON THE EROSION CONTROL PLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROLDETAIL SHEET. ANY DISCHARGE OF WATER FROM DEWATERING OR GROUND WATER FROMEXCAVATIONS, TRENCHES, FOUNDATIONS, ETC. MUST BE DIRECTED TO AN APPROPRIATESEDIMENT CONTROL MEASURE OR SERIES OF EROSION CONTROL MEASURES THAT MINIMIZE THEDISCHARGE OF SEDIMENT. CONTRACTOR SHALL MONITOR ALL EROSION CONTROL MEASURES ANDPERFORM MAINTENANCE AS OUTLINED IN THE MANUFACTURERS SPECIFICATIONS OR AS REQUIREDTO ENSURE PROPER WORKING ORDER OF EACH DEVICE. MONITORING AND MAINTENANCEGUIDELINES FOR EACH EROSION CONTROL BEST MANAGEMENT PRACTICE IS INCLUDED WITH THEDETAIL FOR THAT PRACTICE. EROSION CONTROL PRACTICE DETAILS ARE FOUND ON THE EROSIONCONTROL PLAN. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING WEEKLY INSPECTIONREPORTS FOR THE PURPOSE OF EVALUATING THE EFFECTIVENESS AND CONDITIONS OF THEINSTALLED PRACTICES. DAILY INSPECTIONS ARE REQUIRED DURING PERIODS OF RAINFALL EQUALTO OR EXCEEDING 1/2". MEASURES FOUND TO BE DEFICIENT SHALL BE REPAIRED WITHIN 48 HRS, 7DAYS FOR NEW, ALTERNATE OR REPLACEMENT MEASURES.CONSTRUCTION ENTRANCE DRIVE FODS MATS SHALL BE INSPECTED ON A WEEKLY BASIS ANDCLEARED ONCE 2" OF SEDIMENT ACCUMULATION IS PRESENT. CLEANING SHALL BE VIA SKID-STEERWITH BROOM ATTACHMENT, FODS SHOVEL, WATER PRESSURE AND STREET SWEEPER.B12 EROSION AND SEDIMENT CONTROL MEASURES BUILDING LOTSTHERE ARE NO INDIVIDUAL BUILDING LOTS CREATED AS PART OF THIS PROJECT.B13 SEQUENCE OF STORMWATER QUALITY MEASURE IMPLEMENTATIONPRIOR TO MOBILIZING HEAVY EQUIPMENT, THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED.AND DENOTED BY ANY REQUIRED SIGNAGE IMMEDIATELY UPON MOBILIZING, THE CONTRACTORSHALL POST THE NECESSARY PERMITS AND CONSTRUCTION GENERAL STORMWATER PERMITDOCUMENTATION AT THE ENTRANCE TO THE SITE. PRIOR TO STARTING EARTHWORK OPERATIONSOR ANY OTHER SOIL DISTURBING ACTIVITY, ALL THE SILT FENCE SHALL BE INSTALLED . ALONGWITH THE SILT FENCE INSTALLATION, ALL EXISTING INLETS SHALL BE PROTECTED AS INDICATED ONTHE PLANS.TEMPORARY SEEDING / STABILIZATION MEASURES INSTALLED AS EARTHWORK ISIMPLEMENTED. FINAL STABILIZATION SHALL INCLUDE REMOVAL OF ALL TEMPORARY CONTROLMEASURES, INSTALLATION OF TOPSOIL AND SEEDING IN AREAS TO RECEIVE PERMANENT SEEDINGHAS BEEN ACHIEVED WITH 70% COVERAGE REALIZED, FINAL GRADES AND COMPACTION ARECOMPLETE, STORM STRUCTURES AND ROAD SURFACES HAVING BEEN CLEANED.B14 MATERIAL HANDLING AND SPILL PREVENTIONSPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILLGUARDS FOR EQUIPMENTFUELING AND FOR EMERGENCY CONTAINMENT FOR VEHICLE SPILLS. EQUIPMENT IN NEED OFREPAIR SHALL BE REMOVED FROM SITE FOR THE NECESSARY MAINTENANCE. SPILLGUARDS SHALLBE 3'X3'X6" AND SHALL BE CONSTRUCTED OF A MATERIAL RESISTANT TO PETROLEUM PRODUCTS.ON-SITE FUEL STORAGE TANKS SHALL HAVE EMERGENCY STORAGE CAPACITY DIRECTLY BELOWTHE TANK IN CASE OF RUPTURE. ANY HAZARDOUS MATERIAL SPILLAGE SHALL BE COLLECTEDAND/OR CLEANED IMMEDIATELY BY A TRAINED INDIVIDUAL AND DISPOSED OF IN ACCORDANCEWITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. SPILLS MUST BE REPORTED TO IDEM SPILLRESPONSE AND THE COUNTY'S SOIL AND WATER CONSERVATION DISTRICT OFFICE. EMERGENCYCONTACT INFORMATION CHART LOCATED ON THIS SHEET.B15 MATERIAL HANDLING AND STORAGE PROCEDURESWASTE CONTAINERS (TRASH RECEPTACLES MUST BE MANAGED TO REDUCE THE DISCHARGE OFPOLLUTANTS AND BLOWING OF DEBRIS. WASTE CONTAINERS MUST HAVE A COVER TO MINIMIZEEXPOSURE OF WASTE TO PRECIPITATION OR WASTE MUST BE REMOVED FROM THE SITE DAILY ANDDISPOSED OF PROPERLY. CONCRETE WASHOUT OUT AREAS ARE OUTLINED ON THE PLANS.PROPER INSTALLATION, MAINTENANCE AND UTILIZATION SHALL BE OBSERVED TO CONTROLCONCRETE AND CEMENTITIOUS WATER. CONCRETE WASHOUT AREAS SHALL BE LEAK PROOF ANDLOCATED AWAY FROM STORMWATER INLETS AND DISCHARGE POINTS. PROPER STORAGE ANDHANDLING OF MATERIALS, SUCH AS FUELS OR HAZARDOUS WASTES MUST BE IMPLEMENTED TOMINIMIZE THE POTENTIAL FOR POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER ORDEGRADE SOIL QUALITY.STORMWATER POLLUTION PREVENTION -DURING CONSTRUCTION - SECTION BSTORMWATER POLLUTION PREVENTION -POST CONSTRUCTION SECTON CC1 POTENTIAL POLLUTANTS ASSOCIATED WITH PROPOSED LAND USETHE FUTURE USE OF THE IMPROVED AREAS INVOLVES THE DRIVING AND PARKING OFPRIVATE VEHICLES ON ASPHALT / STONE PAVED SURFACES. CONTAMINANTSTYPICALLY FOUND IN PARKING AREAS AND ON ROADS INCLUDE THE FOLLOWING;1. OIL & GREASE2. ANTIFREEZE3. BRAKE FLUID & BRAKE DUST4. RUBBER FRAGMENTS5. GASOLINE, DIESEL FUEL AND OTHER HYDROCARBONS6. METALS FROM VEHICLES7. GRIT AND SEDIMENT FROM WEARING OF THE ROAD SURFACE8. MATERIAL FALLING OR WASHING OFF OF VEHICLES9. TRASH AND OTHER BIOLOGICAL AGENTS CONTAINED IN THE TRASHC2 PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURESEXISTING UNDERGROUND DETENTION SYSTEMNO NEW UNDERGROUND DETENTION WILL BE INTRODUCED WITH THIS PROJECT. THEEXISTING UNDERGROUND DETENTION WILL CONTINUE WITH THE CURRENTMAINTENANCE PRACTICES.MECHANICAL BMPA AQUA-SWIRL XCELERATOR XC-4 STRUCTURE WILL BE PLACED AT THEDOWNSTREAM END OF THE STORM SEWER SYSTEM, PRIOR TO ENTERING THEEXISTING DOWNSTREAM STORM SEWER SYSTEM. THE PRIMARY PURPOSE OF THISBMP IS TO REMOVE SEDIMENT, OILS AND FLOATABLE DEBRIS FROM THESTORMWATER PRIOR TO DISCHARGING FROM THE SITE.GOOD HOUSE KEEPING MEASURESGOOD HOUSEKEEPING MEASURES SUCH AS REGULAR STREET VACUUMING,INSTALLATION OF TRASH RECEPTACLES, AND REDUCTION IN FERTILIZER OVERSPRAYCAN BE INCORPORATED BY THE OWNER AND/OR OCCUPANT.VACUUM CLEAN ALL PAVED AREAS PRIOR TO REMOVING INLET PROTECTION.C3 PLAN DETAIL FOR STORMWATER MEASURESDETAILS FOR STORMWATER MEASURES ARE SHOWN ON THE EROSION CONTROLDETAIL SHEET. DETAILS FOR MECHANICAL BMP CAN FOUND ON THE SITE UTILITYDETAILS SHEET.C4 SEQUENCE OF STORMWATER MEASURE IMPLEMENTATIONTHE NEW AQUA-SWIRL XC-4 BMP WILL BE INSTALLED WITH THE STORM SEWERSYSTEM FOLLOWING DEMOLITION ACTIVITIES. THIS UNIT WILL PROVIDESTORMWATER QUALITY FOR THE NEW IMPERVIOUS AREAS POST CONSTRUCTION.OBSERVATION OF THIS UNIT WILL BE CONDUCTED THROUGHOUT CONSTRUCTIONAND A FINAL INSPECTION WILL BE CONDUCTED AT THE END OF CONSTRUCTION TOADDRESS ANY SEDIMENT REMOVAL REQUIREMENTS.C5 MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATER QUALITYMEASURESMAINTENANCE REQUIREMENTS FOR THE STORMWATER QUALITY MEASURES WHICHWILL REMAIN IN PLACE AFTER CONSTRUCTION IS COMPLETE, ARE DESCRIBEDBELOW. REFER TO THE BMP OPERATIONS AND MAINTENANCE MANUAL FOR MOREDETAILED MAINTENANCE REQUIREMENTS.EXISTING UNDERGROUND DETENTION SYSTEMCONTINUE EXISTING MAINTENANCE PROGRAMEXISTING DRY DETENTION SYSTEMSSEMIANNUALLY:·INSPECT FOR EROSION OF SLOPES AND BOTTOM.ANNUALLY:·INSPECT FOR DAMAGE TO EMBANKMENTS,·MONITOR FOR SEDIMENT ACCUMULATION IN THE FACILITY AND·EXAMINE INLET AND OUTLET DEVICES TO ENSURE THEY ARE FREE OF DEBRIS ANDARE OPERATIONAL.STANDARD MAINTENANCE:·REPAIR UNDERCUT OR ERODED AREAS·REGULAR MOWING SCHEDULE·MANAGE PESTICIDES AND NUTRIENTS·REMOVE LITTER AND DEBRISANNUAL MAINTENANCE (AS NEEDED)·SEED OR SOD TO RESTORE DEAD OR DAMAGED GROUND COVERMECHANICAL BMP (AQUA-SWIRL XCELERATOR XC-4)FREQUENT INSPECTION AND CLEANING IS CRITICAL FOR PROPER OPERATION.RECOMMENDED INSPECTION AND MAINTANCE SCHEDULES VARY WITHMANUFACTURER.C6 RESPONSIBLE ENTITY FOR POST CONSTRUCTION MEASURESTHE SKILLMAN GROUPTYLER BARKER3834 SOUTH EMERSON AVENUEINDIANAPOLIS, IN. 46203PHONE: 317-474-2288EMAIL: TBARKER@SKILLMAN.COMCall 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! Call 811 or 800-382-5544 Before you Dig!A2 VICINITY MAPTHE VICINITY MAP IS LOCATED ON THIS SHEET. THE PROJECT LIES WEST OF HAZELDELL PARKWAY AND SOUTH OF AVIAN WAY IN THE CITY OF CARMEL - PROPERTYADDRESS IS 13989 HAZEL DELL PARKWAY.A3 PROJECT NARRATIVETHIS PROJECT INVOLVES THE CONSTRUCTION OF A NEW BUILDING ADDITION,RENOVATIONS TO THE EXISTING BUILDING, RENOVATIONS TO THE BUILDINGENTRANCE ,REVISIONS TO AN EXISTING DOCK AREA PARKING LOT AND ASSOCIATEDINFRASTRUCTURE REVISIONS.A4 LATITUDE AND LONGITUDELATITUDE N 39° 58' 43."; LONGITUDE W 86° 04' 14.59"A5 LEGAL DESCRIPTIONTHE PROJECT PROPERTY IS LOCATED IN HAMILTON COUNTY INDIANA ON THE CARMELCHERRY TREE ELEMENTARY CAMPUS. SECTION 21, TOWNSHIP 18, RANGE 4(SEE LEGAL DESCRIPTION ON THIS SHEET)A6 11 x 17 INCH PLATREFER TO SITE PLANA7 BOUNDARIES OF 100 YEAR FLOODPLAINS, FLOODWAY FRINGES ANDFLOODWAYSNO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ARE LOCATED ON THIS SITEA8 ADJACENT LAND USEADJACENT LAND USE IS RESIDENTIAL (S1) ON ALL SIDES.A9 IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDLVESTAL CREEK DOES NOT HAVE AN ESTABLISHED TMDL . THE ULTIMATE RECEIVINGBODY IS WHITE RIVER WHICH HAS A TDML FOR E COLI (125/100 ml) AND IS IMPAIREDDUE TO PCB'S BASE ON AN APPROVED REPORT DATED APRIL 9,2004.A10 RECEIVING WATERSTHE RECEIVING WATER IS VESTAL CREEK LOCATED ON THE WEST SIDE OF HAZELDELL PARKWAY.A11 IDENTIFICATION OF DISCHARGES TO WATER ON 303(d) LISTVIA THE IDEM ATTAINS RECORD VESTAL CREEK IS NOT ON THE 303(d) LIST. THEDOWNSTREAM RECEIVING WHITE RIVER IS ON THE 303(d) list.A12 SOILS MAP AND SOIL DESCRIPTIONTHE SOILS MAP AND SOIL DESCRIPTIONS CAN BE FOUND ON THIS SHEET.A13 WETLANDS, LAKES AND WATER COURSESTHERE ARE NO WETLANDS, LAKES OR WATER COURSES LOCATED WITHIN THEPROJECT SITE.A14 STATE AND/OR FEDERAL WATER QUALITY PERMITSA CONSTRUCTION GENERAL STORMWATER PERMIT WILL BE NEEDED FROM THEINDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENTA15 EXISTING VEGETATIVE COVERTHE EXISTING SITE VEGETATION MAINLY CONSISTS OF LANDSCAPE PLANTING ANDMAINTAINED LAWN AREAS.A16 EXISTING SITE TOPOGRAPHYTHE EXISTING SITE TOPOGRAPHY CAN BE FOUND ON THE SITE SURVEY. THE SITE PROJECT AREA GENERALLY SLOPES FROM WEST TO EAST.A17 STORMWATER DISCHARGE ENTERING SITESTORMWATER DISCHARGE DOES NOT ENTER THE PROJECT SITE.A18 STORMWATER DISCHARGE LEAVING SITESTORMWATER DISCHARGE WILL LEAVE THE SITE VIA A STORM SYSTEM COMPRISEDOF EXISTING AND PROPOSED STORM PIPES AND STRUCTURES.A19 LOCATION OF EXISTING STRUCTURESLOCATION OF ALL EXISTING STRUCTURES CAN BE FOUND ON THE SURVEY SHEETS.A20 EXISTING PERMANENT RETENTION / DETENTION FACILITIES / WETLANDSTHERE ARE 3 EXISTING DETENTION SYSTEMS LOCATED ON THE SITE. ANUNDERGROUND DETENTION SYSTEM IS LOCATED UNDER THE NORTHEAST BALL FIELDA DRY BASIN IS LOCATED IN THE NORTHWEST CORNER OF THE SITE AND A DRYDETENTION BASIN AT THE EAST EDGE OF THE PROPERTY.A21 STORMWATER DIRECT DISCHARGE TO GROUNDWATERTHERE ARE NO INFILTRATION WELLS, SINKHOLES OR DRYWELLS CURRENTLYLOCATED OR PROPOSED FOR THE PROJECT SITE.A22 PROJECT AREATHE TOTAL PROJECT SITE AREA IS 1.25± ACRES. THE PROJECT AREAS ARE DEPICTEDON THE EROSION CONTROL PLANSA23 DISTURBED AREATHE TOTAL OF DISTURBED AREA IS TO BE 0.97± ACRES.A24 PROPOSED FINAL TOPOGRAPHYFINAL TOPOGRAPHY IS DEPICTED ON THE GRADING PLANS.A25 LOCATION OF BOUNDARIES OF DISTURBED AREASDISTURBED AREAS ARE NOTED ON THE EROSION CONTROL PLAN.A26 LOCATION OF STORMWATER DRAINAGE SYSTEMSTORMWATER SYSTEMS ARE LOCATED ON THE EAST AND NORTH SIDES OF THEPROJECT. SEE SITE UTILITY PLANS.A27 LOCATION OF STORMWATER AND NON-STORMWATER DISCHARGELOCATIONSSTORMWATER COLLECTED BY STORM STRUCTURES AND UNDERGROUND PIPESLEAVE THE SITE AND DRAIN NORTH TO VESTAL CREEK. SEE SITE UTILITY PLANS.A28 LOCATION OF SITE IMPROVEMENTSSITE IMPROVEMENTS CAN BE FOUND ON THE SITE PLANS. SITE UTILITIES CAN BEFOUND ON THE SITE UTILITY PLANS. NO OFFSITE IMPROVEMENTS ARE PART OF THISPROJECT.A29 SOIL STOCKPILESNO SOIL STOCKPILES WILL BE CREATED AS PART OF THIS PROJECT. DEMOLITION MATERIALS WILL REMOVED FROM SITE AND DISPOSED OF AT AN APPROVED SITE. DEMOLITION MATERIALS WILL REMOVED FROM SITE AND DISPOSEDOF AT SITE LISTED BELOW. IF UNKNOWN PRIOR TO START OF CONSTRUCTION, LOCATIONS MUST BE DISCLOSED AT THE PRE-CONSTRUCTION MEETING AND PRIORTO START OF WORK.OFFSITE DEMOLITION MATERIAL RECEIVING SITE:.A30 CONSTRUCTION SUPPORT ACTIVITIESSTAGING AREA FOR CONSTRUCTION LAYDOWN IS PLANNED FOR THE EAST SIDE OFTHE PROJECT AREA. WITH SOME MINIMAL AMOUNT OF LAYDOWN ON THE NORTH SIDE. A31 LOCATION OF IN-STREAM ACTIVITIESNO IN-STREAM ACTIVITY WILL BE USED ON THIS PROJECTA32 HYDROLOGIC UNIT CODETHE HYDROLOGIC UNIT CODE FOR THIS PROJECT IS: 051202011002ASSESSMENT OF CONSTRUCTION PLAN ELEMENTSSECTION ASHEET REFERENCETOPO (1 OF1) TOPOGRAPHIC SURVEYG1.1 & G1.2 SITE PLANSG2.0 & G2.1 GRADING PLANSG3.1 & G3.2 EROSION CONTROL PLANSG3.3SWPP PLANSG3.4EROSION CONTROL DETAILSSU1.1 & SU1.2 SITE UTILITY PLANSSU2.1SITE UTILITY DETAILSSU2.2SITE UTILITY DETAILSEROSION CONTROL REQUIREMENT NOTE:"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS ANDCONDITIONS OF THE CONSTRUCTION GENERAL STORMWATER PERMIT AND THESTORMWATER POLLUTION PREVENTION PLAN THAT AUTHORIZES THESTORMWATER DISCHARGE ASSOCIATED WITH ACTIVITIES FROM THECONSTRUCTION SITE. A TRAINED INDIVIDUAL, AS DEFINED BY THE NPDES GENERALPERMIT APPENDIX B, WILL BE USED FOR STORMWATER IMPLEMENTATION,SELF-MONITORING AND STORMWATER PROJECT MANAGEMENT.CONTRACTOR SIGNATURETMDL NAMEWEST FORK WHITE RIVER(MUNCIE TO HAMILTON -MARION COUNTY LINEWATERSHED SPECIALIST KRISTI TODDPHONE317-308-3376EMAIL kmtodd@idem.in.govAUIDINW01A2_T1003AU NAMEVESTAL DITCHCATEGORY 2ASSESSEDYESIMPAIREDNOTHREATENEDNOON 303(d) LISTNOHAS TDMLNOHAS 4B PLANNOALUSFULLY SUPPORTINGFISHNOT ASSESSEDRECRFULLY SUPPORTINGIDEM ATTAINSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G3.4STORMWATER POLLUTIONPREVENTION PLANPH: 1-888-233-77451-317-233-7745IDEM EMERGENCY SPILLPHONE INFORMATIONA1PLAN INDEXASSESSMENT OF CONSTRUCTION PLAN ELEMENTSA1 PLAN INDEX - SWPP PLAN SHEETA2VICINITY MAP - SWPP PLAN SHEETA3 PROJECT NARRATIVE - SWPP PLAN SHEETA4 LATITUDES AND LONGITUDE - SWPP PLAN SHEETA5 LEGAL DESCRIPTION - SEE SURVEY SHEETSA611"X17" PLAN - SEPARATE DOCUMENTA7 BOUNDARIES 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS - SURVEY SHEETSA8 ADJACENT LAND USE - SWPP PLAN SHEETA9IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDLA10 RECEIVING WATERSA11IDENTIFICATION OF DISCHARGES TO WATER ON 303(d) LISTA12 SOIL MAP AND SOIL DESCRIPTION - SWPP PLAN SHEETA13 WETLANDS, LAKES AND WATER COURSES - EROSION CONTROL PLANSA14 STATE AND FEDERAL WQ PERMITS - NONE REQUIRED AT THIS TIMEA15 EXISTING VEGETATIVE COVER - SITE SURVEY SHEETSA16 EXISTING SITE TOPOGRAPHY - SITE SURVEY SHEETSA17 STORMWATER DISCHARGE ENTERING SITE - GRADING PLANSA18 STORMWATER DISCHARGE LEAVING SITE - GRADING PLANSA19 LOCATION OF EXISTING STRUCTURES - SITE SURVEY PLANSA20 EXISTING PERMANENT RETENTION / DETENTION FACILITIES WETLANDSSITE SURVEY SHEETSA21 STORMWATER DISCHARGE TO GROUNDWATER - GRADING PLANSA22 PROJECT AREA - SWPP PLAND AND SITE PLANSA23 DISTURBED AREA - EROSION CONTROL PLANSA24 PROPOSED FINAL TOPOGRAPHY -GRADING PLANSA25 LOCATION OF BOUNDARIES OF DISTURBED AREAS - EROSION CONTROLPLANSA26 LOCATION OF STORMWATER DRAINAGE SYSTEM - SITE UTILITY PLANSA27 LOCATION OF STORMWATER AND NON-STORMWATER DISCHARGE LOCATIONS - GRADING PLANSA28 LOCATION OF SITE IMPROVEMENTS - SITE PLANSA29 SOIL STOCKPILES - EROSION CONTROL PLANSA30 CONSTRUCTION SUPPORT ACTIVITIES - SWPP PLANA31 LOCATION OF IN-STREAM ACTIVITIES - NONEA32 HYDROLOGIC UNIT CODE - SWPP PLANA33 PRE CONSTRUCTION AND POST CONSTRUCTION DISCHARGE -SWPP PLANSTORM WATER POLLUTION PREVENTION - DURING CONSTRUCTIONB1 POTENTIAL POLLUTION SOURCES - SWPP SHEETB2 CONSTRUCTION ENTRANCE - EROSION CONTROL PLANSB3 TEMPORARY SURFACE STABILIZATION - EROSION CONTROL PLANSB4 SEDIMENT CONTROL MEASURES FOR CONCENTRATEDFLOW - EROSION CONTROL PLANSB5 SEDIMENT CONTROL MEASURES FOR SHEETFLOW - EROSION CONTROL PLANSB6 RUNOFF CONTROL MEASURES - EROSION CONTROL PLANSB7 STORM WATER OUTLET PROTECTION - EROSION CONTROL PLANSB8 GRADE STABILIZATION STRUCTURES - NONEB9 DEWATERING MANAGEMENT - EROSION CONTROL DETAIL SHEETB10 MEASURES IN WATERBODIES - NONEB11 STORMWATER QUALITY MEASURES MAINTENANCE GUIDELINESSWPP SHEETB12 EROSION AND SEDIMENT CONTROL MEASURES BUILDING LOTS - NONEB13 SEQUENCE OF STORM WATER QUALITY MEASURES - SWPP SHEETB14 MATERIAL HANDLING AND SPILL PREVENTION - SWPP SHEETB15 MATERIAL HANDLING AND STORAGE PROCEDURES - SWPP SHEETSTORM WATER POLLUTION PREVENTION - POST CONSTRUCTIONC1 POTENTIAL POLLUTANTS ASSOCIATED WITH PROPOSE LAND USESWPP SHEETC2 PROPOSED POST CONSTRUCTION STORM WATER QUALITY MEASURESSWPP SHEETC3 PLAN DETAIL FOR STORMWATER MEASURES - EROSION CONTROL PLANSC4 LOCATION, DIMENSION, SPECIFICATIONS AND DETAILS OF EACH STORMWATER QUALITY MEASURE - EROSION CONTROL PLANSC5 MAINTENANCE GUIDELINES OF POST CONSTRUCTION STORMWATERQUALITY MEASURES - SWPP SHEETC6 RESPONSIBLE PERSON POST CONSTRUCTION - SWPP SHEETCONSTRUCTION SOLID WASTE MANAGEMENT1. PROVIDE CONTINUOUS SITE MONITORING AND CLEANUP. COLLECT TRASH ON ADAILY BASIS. PROVIDE AS MANY WASTE BINS AS NEEDED TO KEEP SITE CLEAN OFLITTER AND WASTE. DURING EXTENDED PERIODS OF RAINFALL, WASTE BINS MUSTBE COVERED.2. LOOSE MATERIALS RESULTING FROM THE CONSTRUCTION AND DEMOLITION SHALLBE PROMPTLY REMOVED FROM THE SITE BY THE CONTRACTOR. WHENNECESSARY TO STORE CONSTRUCTION AND DEMOLITION DEBRIS ONSITE, THEMATERIALS SHALL BE CONCEALED IN COVERED DUMPSTERS OR STOCKPILED ANDCOVERED. LOCATE STOCK PILES SUFFICIENTLY FAR AWAY FROM DRAINAGEINLETS (50 FT MINIMUM SEPARATION).3. SEGREGATE AND RECYCLE WASTE MATERIALS WHEN APPROPRIATE.4. ARRANGE FOR REGULAR WASTE COLLECTION BY LICENSED TRASH HAULER.5. PROVIDE SECONDARY CONTAINMENT FOR HAZARDOUS MATERIAL CONTAINERS.6. COMPLY WITH ALL STATE AND LOCAL SOLID WASTE DISPOSAL AND NUISANCEREQUIREMENTS.7. TRAIN EMPLOYEES AND SUBCONTRACTORS TO USE PROPER SOLID WASTEMANAGEMENT PRACTICES.SANITARY WASTE MANAGEMENT1. DO NOT PLACE TEMPORARY FACILITIES (PORT-O-LETS) ON PAVED AREAS. LOCATETEMPORARY FACILITIES AT LEAST 50 FEET FROM STORM DRAINAGE INLETS.2. UNTREATED RAW WASTEWATER MAY NOT BE DISCHARGED TO LAND, THE STORMDRAIN SYSTEM OR TO SURFACE WATER BODIES.3. SANITARY/SEPTIC FACILITIES SHOULD BE MAINTAINED IN GOOD WORKING ORDERBY A LICENSED SERVICE PROVIDER.4. ARRANGE REGULAR WASTE COLLECTION BY A LICENSED HAULER.GENERAL EROSION CONTROL REQUIREMENT NOTES1. PERSONNEL ASSOCIATED WITH THE PROJECT MUST BE INFORMED OFTHE TERMS AND CONDITIONS OF A CONSTRUCTION STORMWATERGENERAL PERMIT (CGSP), THE REQUIREMENTS WITHIN THESTORMWATER POLLUTION PREVENTION PLAN (SWP3) AND THEREQUIREMENTS OF THE EROSION CONTROL PLAN . THE PERMITTEE ISREQUIRED TO DOCUMENT THIS PROCESS. PERSONNEL INCLUDE BUT ARENOT LIMITED TO: GENERAL CONTRACTORS, CONSTRUCTIONMANAGEMENT FIRMS, GRADING/EXCAVATING CONTRACTORS, CONCRETESUPPLIERS, SWP3 RESPONSIBLE PERSONS AND THOSE RESPONSIBLEFOR ADMINISTERING THE SELF-MONITORING PROGRAM (SMP).2. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS DEEMEDNECESSARY MAY BE REQUIRED BY IDEM OR THE CITY INSPECTOR.CONTACT:TYLER BARKERCONTACT ADDRESS:3834 SOUTH EMERSON AVENUEINDIANAPOLIS, IN. 46203CONTACT PHONE:317-474-2288EMAIL:TBARKER@SKILLMAN.COMEROSION CONTROL:RESPONSIBLE PARTYCONTACT INFORMATIONONSITE CONTACTINFORMATION:CONTACT:.CONTACT ADDRESS:..CONTACT PHONE:.EMAIL:.SOILS MAPSOIL TYPESPH: 1-317-773-2181HAMILTON COUNTY SOIL ANDWATER CONSERVATION PHONEINFORMATIONTAC REVIEW12-15-20231TAC COMMENT RESPONSE23-5-2024TAC COMMENT RESPONSE35-14-20246/19/2024
INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTADDENDUM #3TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G4.1SITE DETAILS1.5% SLOPETOOLED CONTROL JOINTR1"SEE PLANS4"6"6"1'-6"45°MONOLITHIC CURB AND WALK - DETAIL BNO SCALE4" OF COMPACTED #53 STONECOMPACTED SUBGRADENOTES:1. CURB SHALL HAVE 1/2" EXPANSION JOINTS AT48'-0" MAX. AND AT ENDS OF RADII. CONTROLJOINTS AT 6'-0" MAX. UNLESS OTHERWISE NOTEDON PLANS.2. CONTROL JOINTS SHALL BE CUT 1/4 DEPTH OFTOTAL THICKNESS OF SLAB.CURBPAVINGWALKTRANSVERSEJOINTSLONGITUDINALCONTROL JOINTTOP OFPAVEMENT6"6"6x6, W2.9xW2.9, WWF (EPOXY COATED)4500 psi CONCRETE SIDEWALK4" CONCRETE SIDEWALK - DETAIL A4" COMPACTED #53 STONECOMPACTED SUBGRADE4"FINISHGRADE4500 psi CONCRETE SIDEWALK1" = 1'-0"NOTES:6x6, W2.9xW2.9, WWF (EPOXY COATED)1. CONTROL JOINTS, EXPANSION JOINTS AND EDGES OF SIDEWALK SHALL BE HAND-TOOLEDAFTER EACH FINISHING OPERATION.2. PROVIDE EXPANSION JOINT AT INTERSECTION WITH ANOTHER SIDEWALK, BETWEENWALKS AND BUILDINGS AND AT SUCH OTHER POINTS AS INDICATED ON THE DRAWINGS.3. SIDEWALK SHALL HAVE 1/2" EXP. JTS. @ 48' MAX. & CONTROL JOINTS @ 6' MAX.1/2" = 1'-0"1/2"1/2" PREFORMED EXPANSIONJOINT FILLER WITH SEALANTVERTICAL SURFACECONCRETE SIDEWALK ORPAVEMENT PER PLANPAVEMENT ISOLATION JOINT - DETAIL LCURB JOINT - DETAIL J6" CONCRETE CURB (STRAIGHT) - DETAIL H1" = 1'-0"NOTES:1. PROVIDE CONTROL JOINTS AT 10' MAX. SPACING.2. PROVIDE EXPANSION JOINTS AT 80' MAX. SPACING ANDAT ENDS OF ALL RADII.4" COMPACTEDGRANULAR MATERIALCOMPACTEDSUBGRADETOP OFPAVEMENTCONCRETE SIDEWALK(WHERE APPLICABLE)1/2" EXPANSION JOINTD
D/4
1/8" SAWED CONTROL JOINTGREASE & DOWEL CAP WITH BAR STOP@ BOTH ENDS1/2" SEALANT1/2" EXP. JT. FILLERNOTE:EXPANSION JOINT - "EJ"CONTROL JOINT - "CJ"CONCRETE PAVEMENT JOINT - DETAIL ENO SCALED/2
PROVIDE 1" DIA. x 1'-6"LONG EPOXY-COATEDDOWEL @ 12" o.c.1. CONSTRUCT EXPANSION JOINTS @ 40' MAX. AND CONTROLJOINTS @ 10' MAX. UNLESS OTHERWISE NOTED.2. JOINT SEALANT SHALL BE FUEL RESISTANT, TRAFFIC GRADE,POLYSULFIDE, THIOKOL 2282 OR EQUAL SEALANT PER FEDERALSPECIFICATION SS-S-200E24" x 1" DIA. SMOOTH EPOXY COATED BAR @ 18" C.C.D/2D/2
8"6"NO SCALE8" CONCRETE PAVEMENT - DETAIL DCOMPACTED AGGREGATE BASE #53COMPACTED SUBGRADECONCRETE PAVEMENT (4,500 PSI)COARSE BROOM FINISH6x6, W2.9xW2.9, WWF (EPOXY COATED)1" = 1'-0"CONCRETE EQUIPMENT PAD - DETAIL M#4 AT 12"EACH WAY6" COMPACTEDGRANULAR MATERIALCOMPACTED SUBGRADE6"6"1'-6"
6"FINISH GRADE3" CLR.2" CLR.112" CLR.#4 (CONT).PROVIDE (3) #4CORNER BARS (TYP).18"18"TOP OF ASPHALTPAVMENTCONCRETE SIDEWALK/PAVEMENT PERDETAIL THIS SHEETCOMPACTED SUBGRADECOMPACTED AGGREGATE #53#5 BAR CONT.1" = 1'-0"CONCRETE / ASPHALTPAVEMENT INTERFACE - DETAIL GCONCRETE CONNECTION - DETAIL F1" = 1'-0"EMBED DOWEL IN EPOXY GRUT#5 DOWEL AT 18" o.c.1/2" PREFORMED EXPANSIONJOINT AND SEALANT1" DIA. DRILLED HOLED
EQ.EQ.1" = 1'-0"EMBED 8"8"1" DIA. DRILLED HOLE1/2" PREFORMED EXPANSIONJOINT FILLER MATERIAL WITH1/2" SILICONE SEALANT1/2" DIA. SMOOTH DOWELSx 1'- 4" LONG AT 4" FROMTOP OF CURB1/2" SEALANTEXISTING CURBNEW CURBCONCRETE CURB CONNECTION - DETAIL KEMBED DOWELIN EPOXYGROUTDOWEL CAPNO SCALED/4
1/8" SAWEDCONTROL JOINTD
CONSTRUCT CONTROLJOINTS AS SHOWN ON PLAN(MAX. SPACING @ 6'-0" o.c.)NOTE:1/4" RADIUSCONCRETE SIDEWALK CONTROL JOINT - DETAIL CCONTROL JOINT - SJD
1'-0"1'-0"1" DIA. DRILLED HOLEEMBED DOWEL IN EPOXY GROUT1/2" PREFORMED EXPANSIONJOINT FILLER MATERIAL1/2" SMOOTH DOWELSx 2'- 0" LONG @ 1'-6" o.c.1/2" SEALANTD/2D/2EXPANSION JOINT - EJ1" = 1'-0"CONCRETE STEPS - DETAIL Q1.0% SLOPETYP.R 1"(TYP.)ABRASIVE METALNOSINGS (TYP.)COMPACTEDSUBGRADE1/2" EXPANSIONJOINT1/2" DIA. X 1'-4" LONG @ 1'-6" o.c.EPOXY COATED DOWELS1/2" DIA. X 1'-4" LONG @ 1'-6" o.c.EPOXY COATED DOWELS4" OF #53 AGGREGATE1/2" EXPANSION JOINTCONCRETESIDEWALKNOTE:1. SEE ELECTRICAL & ARCHITECTURAL DWGSFOR HANDRAILS.#3 EPOXY COATEDNOSING BAR (TYP.)LIGHTED HANDRAIL - SEE ELECTRICAL PLANS ANDSPECIFICATIONS FOR ADDITIONAL INFORMATIONLIGHTED HANDRAIL - SEE ELECTRICALPLANS AND SPECIFICATIONS FORADDITIONAL INFORMATION4"CONCRETE SIDEWALK3/4" = 1'-0"ASPHALT PAVEMENT SECTIONPER CITY STANDARDS6'-6"±6"2'-0"EXISTING SIDEWALKMATCH EXIST. GRADEGUTTER LINENEENAH 2'X8' TACTILEWARNING PLATES(WHERE NOTED)8"6" #53 STONE(95% COMPACTION)5" CONCRETE (4,500 PSI)#4 DOWELS @12" O.C. (1'-4" LONG)8.33% MAX. SLOPE1/2" EXPANSION JOINT MATERIALSIDEWALK RAMP - SECTION 1MAX.10:1 MAX6"6"6'-0"5'-0"5'-0"10:11/4"5'-0"5'-0"10:112:1 (MAX.)
2'-0"5'-0"PROVIDE 1/2" DIA. EPOXY COATEDDOWELS AND 1/4" EXPANSIONJOINT WITH SEALANT ON ALLSIDES ADJACENT TO EXISTINGCONCRETE5'-0"PLANELEVATIONADA ACCESSIBLE CURB RAMP - TYPE "A" - DETAIL NNO SCALEPER PLANPER PLAN1G4.12 1/2" BRICK SIZE AND COLOR TOMATCH EXISTING BUILDING. TOBE APPROVED BY ARCHITECT4" OF #53 AGGREGATE4" CONCRETE1/2" EXPANSION JOINT WITHSEALANT - SEE DETAIL L THIS SHEETELEVATION OF CONCRETEVARIES SEE SHEET G2.1CAST STONE CAP w/ DRIPANCHORED IN APPROVED MANNER1/2" RADIUS1/2" RADIUS1/2"WASH4" PERFORATED HDPE PIPEFILTER FABRIC#8 AGGREGATE#5 BARS AT 12" o.c., EACH WAY#5 BENT BAR @ 12" o.c.(4) #5 BARS (CONTINUOUS)@ 10" o.c., TOP AND BOTTOM1" = 1'-0"SEATWALL TYPE 2 - DETAIL P1"5,000 PSI CONCRETE1"ELEVATION OF LANDSCAPEBED VARIES SEE SHEET G2.116 GA. PRE-BENT MASONRYWALL TIES @ 16" O.C. HORIZ,MECHANICALLY ANCHOREDNOTES:1. WRAP BRICK ON BOTH ENDS.WASHED RIVER ROCK2 1/2" BRICK SIZE AND COLOR TOMATCH EXISTING BUILDING, TOBE APPROVED BY ARCHITECT4" OF #53 AGGREGATE4" CONCRETE1/2" EXPANSION JOINT WITHSEALANT - SEE DETAIL L THIS SHEETELEVATION OF CONCRETEVARIES FROM 781.76 (WEST)TO 780.40 (EAST)CAST STONE CAP w/ DRIP EDGESANCHORED IN APPROVED MANNER1/2" RADIUS1/2" RADIUS1/2"
WASH
4" PERFORATED HDPE PIPEFILTER FABRIC#8 AGGREGATE#5 BARS AT 12" o.c., EACH WAY#5 BENT BAR @ 12" o.c.(4) #5 BARS (CONTINUOUS)@ 10" o.c., TOP AND BOTTOM1" = 1'-0"SEATWALL TYPE 1 - DETAIL O2"5,000 PSI CONCRETE1"16 GA. PRE-BENT MASONRYWALL TIES @ 16" O.C. HORIZ,MECHANICALLY ANCHOREDSHREDDED HARDWOOD MULCHELEV. = 783.35ELEV. = 782.85 (NORTH BED)WATERPROOFING, COLD FLUID APPLIEDPER DIVISION 7 SPECIFICATIONSDRIP EDGEDRIP EDGEROPE LIGHT, SEE ELECTRICAL PLANS ANDSPECIFICATIONS FOR ADDITIONAL INFORMATIONDRIP EDGEDRIP EDGETAC REVIEW12-15-202312 1/2" BRICK SIZE AND COLOR TOMATCH EXISTING BUILDING, TOBE APPROVED BY ARCHITECT4" OF #53 AGGREGATE4" CONCRETE1/2" EXPANSION JOINT WITHSEALANT - SEE DETAIL L THIS SHEETELEVATION OF CONCRETEVARIES FROM 781.76 (WEST)TO 780.40 (EAST)CAST STONE CAP w/ DRIP EDGESANCHORED IN APPROVED MANNER1/2" RADIUS1/2" RADIUS1/2"WASH4" PERFORATED HDPE PIPEFILTER FABRIC#8 AGGREGATE#5 BARS AT 12" o.c., EACH WAY#5 BENT BAR @ 12" o.c.(4) #5 BARS (CONTINUOUS)@ 10" o.c., TOP AND BOTTOM1" = 1'-0"PLANTER WALL SECTION- DETAIL R2"5,000 PSI CONCRETE1"16 GA. PRE-BENT MASONRYWALL TIES @ 16" O.C. HORIZ,MECHANICALLY ANCHOREDSHREDDED HARDWOOD MULCHELEV. = 782.85 (NORTH BED)WATERPROOFING, COLD FLUID APPLIEDPER DIVISION 7 SPECIFICATIONSDRIP EDGEDRIP EDGEROPE LIGHT, SEE ELECTRICAL PLANS ANDSPECIFICATIONS FOR ADDITIONAL INFORMATIONADDENDUM #23-4-20242ELEV. = 782.44±T/FTG ELEV. = 778.25T/FTG ELEV. = 775.00#5 BARS AT 12" o.c., EACH WAY14" DIA. DIP STORM PIPEINV. ELEV = 775.58 (AT SEATWALL)AND INV. ELEV. = 775.88 (AT WESTWALL)TAC COMMENT RESPONSE33-5-20246/19/2024
2"8"2"1'-0"1'-6"3"2'-0"1'-0"1'-0"3'-0"5'-0"#4 @ 12" o.c.COMPACTEDBACKFILL#4 @ 12" o.c.BOTH WAYS#5 REBAR(TYP)GUARDRAIL (SEEARCH. PLANS)2'-0"
3'-0"FINISHED GRADECOMPACTED BACKFILL#5 REBAR (TYP)NEAR AND FARSIDE GRADE BEAMAND FACE WALL#4 @ 12" o.c., BOTH WAYS#4 NOSING BAR6"FINISH GRADEELEV. = 779.27 (EAST)ELEV. = 779.31 (WEST)R
1
/
2
"
5 RISERS @ 6" = 2'-6"4 TREADS @ 12" = 4'-0"1'-0"GUARDRAIL (SEEARCH. PLANS)CONCRETE STEPS @ DOCK - DETAIL KSCALE: 1/2" = 1'-0"ABRASIVE METAL NOSING FULLWIDTH, TYP, AT EACH NOSINGBOTTOM FND.ELEV. = 776.27A2'-0"
3'-0"2'-0"2"CL
R
.2"12" LAP (TYP)SEE STRUCTURAL PLANS FOR BUILDING FOUNDATION WALL1/2" PREFORMED EXPANSIONJOINT FILLER w/SEALANT#4 @ 12" o.c. BOTH WAYSELEV. = 781.846"1 1/2" CLR.6'-3"2 1/2"FACE OF BUILDINGGUARDRAIL (SEEARCH. PLANS)ELEV. = 781.78TOP OF FOOTINGELEV. = SEE STRUCTURAL PLANS1/2" (TYP)8"SECTION A-ASCALE: 1/2" = 1'-0"4'-8"4'-0"AISOLATION JOINT -PER DETAIL L/G4.1ISOLATION JOINT -PER DETAIL L/G4.1TOP OFWALL/CURB(BEYOND)FINISHEDGRADEINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G4.2SITE DETAILSNONEPAINTED A.D.A. SYMBOL - DETAIL BNOTE:1. SEE SPECIFICATIONS SECTION 321723 FORPAINT REQUIREMENTS.ADA PARKING SIGN - DETAIL A4" WIDE PAINTED PAVEMENT MARKING6"PARKING BUMPER - DETAIL DNO SCALEBEVELEDEDGE (TYP.)3/4" DIA. HOLES FOR 1/2" DIA. x 18" PINSDRIVEN FLUSH WITH TOP. REINFORCEBUMPER WITH 2 - #3 BARS.NOTE:DIMENSIONS INDICATED AREMINIMUMS, MANUFACTURER'SSTANDARDS IN EXCESS AREACCEPTABLE.3'-0"45°45°PAINTED PARKING ISLANDS - DETAIL C4"SEE PLAN FOR COLOR4" WIDE PAINTED LINESNO SCALE6" WHITE STRIPEBLUEWHITE1 1/2"COMPACTED AGGREGATE #53MEDIUM DUTY ASPHALT PAVEMENT - DETAIL ECOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #2PAVEMENT OVERLAY - DETAIL F1" = 1'-0"TACK COATEXISTING GRANULAR BASE COURSEEXISTING ASPHALT BINDER COURSENEW 1-1/2" HMA SURFACE,TYPE A, 9.5 mmPAVING FABRIC (PETROTAC 4591 ORAPPROVED EQUAL) WITH A MINIMUM2' OVERLAP ON EITHER SIDE OF THEEXISTING JOINT OR CRACK (TYP.)REMOVE LOOSE MATERIAL AND FILLEXISTING JOINT OR CRACK WITH AE150 ORCRAFCO HOT RUBBER SEALANT PRIOR TOPLACING PAVING FABRIC (TYP.)NOTE:THIS DETAIL APPLIES TO MAJOR CRACKS ONLY.BIDDER SHALL PROVIDE UNIT PRICE ANDINCLUDE 1,000 L.F. OF THIS WORK IN HIS BID.EXISTING PAVEMENTNEW PAVEMENT1"PAVEMENT INTERFACE - DETAIL G1" = 1'-0"NEW PAVEMENTMILLED SURFACESEE PAVEMENTDETAIL THIS SHEETEXISTING PAVEMENTSAWCUTTACK COAT1"SAWCUTTACK COATSEE PAVEMENTDETAIL THIS SHEETMONUMENTAL SIGN REPAIRS - DETAIL HCLEAN AND TUCK POINT MASONRY WALLS ONALL SIDES OF MONUMENTAL SIGN - PERMASONRY SPECIFICATIONSTAC REVIEW12-15-20231BOLLARD - DETAIL JWOOD BOLLARD - DETAIL L1'-2"6"2'-2"3'-6"1"BIKE RACK - DETAIL MNO SCALENOTE:- BIKE RACKS TO BE APEX INVERTED U BIKE RACK AVAILABLE FROM SITESCAPES(888-331-9464) P.O. BOX 22326 LINCOLN, NE 68542. COLOR TO BE BLACK.- BIKE RACKS TO BE SURFACE MOUNTED PER MANUFACTURERS REQUIREMENTS.TAC COMMENT RESPONSE25-14-20246/19/2024
INTERIOR STONE FOUNDATION/SUPPORT STRIP - DETAIL ASCALE: 1/2" = 1'-0"FINISHED FLOOR2" CONCRETE CAP16" X 16" MASONRY PIERLOW POINT#53 STONE COMPACTED TO98% MODIFIED PROCTORCOMPACTED SUBGRADE TO98% MODIFIED PROCTOR6" OF NO. 5 STONECOMPACTED TO 95%STANDARD PROCTORMODULAR TRAILERSTRUCTURAL SUPPORTMEMBERSSEAM BETWEEN TRAILERSELEV. = 781.50'SLOPEDOWNSLOPEDOWNEDGE PIER CONDITION ALONG SOUTH FENCE OF TRAILERS - DETAIL BSCALE: 1" = 1'-0"FINISHED FLOORELEV = TBD2" CONCRETE CAP16" X 16" MASONRY PIER#53 STONE COMPACTED TO98% MODIFIED PROCTORCOMPACTED SUBGRADE TO98% MODIFIED PROCTOR#8 STONEFILTER FABRIC12" Ø HDPE UNDERDRAIN6" OF NO. 5 STONE COMPACTEDTO 95% STANDARD PROCTORSKIRTINGFACE OF MODULAR TRAILER4" OF WASHED RIVER ROCK OVERSOIL SEPARATOR FABRICHDPE EDGINGEXISTING LAWNELEV. = 781.50'MODULAR TRAILERSTRUCTURAL SUPPORTMEMBERSSTONE SURFACE - DETAIL CSCALE: 1/2" = 1'-0"EXISTING LAWNHDPE EDGINGWEED BARRIERFABRIC4" OF WASHED RIVER ROCK OVERSOIL SEPARATOR FABRIC7' HT. CHAIN LINKFENCE POSTSANITARY LATERAL TO WASTE HOLDING TANK CONNECTION - DETAIL DSCALE: 1" = 1'-0"FINISHED FLOORELEV = TBD16" X 16" MASONRY PIER#8 STONEFILTER FABRIC4" Ø HDPE UNDERDRAINSKIRTINGFACE OF MODULAR TRAILER4" OF WASHED RIVER ROCK OVERSOIL SEPARATOR FABRIC12" OF NO. 5 STONE COMPACTEDTO 95% STANDARD PROCTORINVERT ELEV.= TBD4" Ø PVC SDR-21 PIPE @2.0% SLOPEPIPE HANGERS @ 5'-0"O.C. MAX.4" Ø SDR-21 PIPESANITARY LINE1,000 GALLON SANITARYWASTE HOLDING TANKMARMAC COUPLER FORDISSIMILAR MATERIALSPROVIDE REDUCERFITTING AS REQUIREDPROVIDE GASKETED RINGTHROUGH SKIRTINGELEV = 681.17'ELEV. = 681.50'MODULAR TRAILERSTRUCTURAL SUPPORTMEMBERSELEV. = 681.50'(RAISE ELEVATION ASREQUIRED BASED ONTANK INLET PIPE INVERTELEVATION AND SANITARYOUTLET PIPE STRUCTURALSUPPORT)MULTI-USE PATH ADJACENT TO CURB - DETAIL FSCALE: 1/2" = 1'-0"1 1/2" HMA SURFACE, TYPE 'B' 9.5 MM (165# / SYD)2 1/2" HMA INTERMEDIATE, TYPE 'B' , 19.00 MM (275# / SYD)1.5%SLOPEEXISTING CURB AND GUTTER6" OF #53 STONE (COMPACTED 95%)COMPACT SUBGRADE TO 95% STANDARD PROCTORFILLCUT13 (MAX)131 1/2" HMA SURFACE, TYPE 'B' 9.5 MM (165# / SYD)2 1/2" HMA INTERMEDIATE, TYPE 'B' , 19.00 MM (275# / SYD)1.5%SLOPE6" OF #53 STONE (COMPACTED 95%)COMPACT SUBGRADE TO 95% STANDARD PROCTORFILLCUT13 (MAX)13MULTI-USE PATH WITH GRASS BUFFER - DETAIL GSCALE: 1/2" = 1'-0"EXISTING CURB AND GUTTERGRASS BUFFERCOMPACTEDBACKFILLCURB TRANSITION - DETAIL HNO SCALE3" TOP SOIL1" R2" RADIUSCLASS "A"CONCRETENOTES:1. CURE ALL EXPOSED SURFACES2. CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TOA MINIMUM DEPTH3. DAMPEN SUBGRADE BEFORE PLACING CONCRETE4. CONTROL JOINTS EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM.PERFORMED EXPANSION JOIN EVERY 50' MAXIMUM5. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULLDAYS HAVE PASSED AFTER PLACING CONCRETE6. SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARDSINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G4.3SITE DETAILSBRACE BANDRAIL ENDLINE POST CAPFABRIC: 9GAFABRIC TIE: 11GATOP RAIL: 1.66", 2.27 LB/FTFABRIC SELVAGE: KNUCKLEDKNUCKLED SELVAGEW/TENSION WIRE ONBOTTOMSEE DETAIL E/G4.1 FORPOST FOOTING DETAIL(TYP.)END & CORNER POSTS11'-0" 8'-0" BAR LENGTH4'-0" 7'-0" HEIGHTNOMINALB-1FENCE HEIGHTB-2BAR LENGTH9'-8"6'-8" H-1HEIGHT ABOVE GRADE7'-0 5/8" 4'-0 5/8" HEIGHT ABOVE GRADE6'-8 7/8" 3'-8 7/8" H-2LINE POSTSPOST CAP: MALLEABLE ORALUM D.C.CORNER/END POST: 2.875",5.79 LB/FT10'-O" O.C.LINE POST: 2.375",3.65 LB/FTTENSION BANDTENSION BAR:3/16" x 3/4"H-2
H-1
B-2
SEE PLAN SHEETS
FOR LOCATIONS
B-1
SEE PLAN SHEETS
FOR LOCATIONSPOST SIZE2 3/8" x 0.154o.d. x wall thickness (min.)2 3/8" x 0.1542 3/8" x 0.154o.d. x wall thickness (min.)2 3/8" x 0.154POST SIZECHART APR-024-18-20241TAC COMMENT RESPONSE25-14-202436-5-2024TAC COMMENT RESPONSE46-17-2024TAC COMMENT RESPONSENOTE:- SEE CITY OF CARMEL STANDARD DETAILS 10-19& 10-20 ON THIS SHEET.NOTE:- SEE CITY OF CARMEL STANDARD DETAILS 10-19& 10-20 ON THIS SHEET.6/19/2024
40' BOX TRUCK
NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNOST-100ST-101ST-103ST-104ST-200ST-201ST-202ST-101T C14" DIPSTWQ-BMPST-102ST-30017 LF OF 6" PVC @ 2.00%42 LF OF 8" HDPE N-12 Pipe @ 1.00%21 LF OF 6" PVC @ 2.00%30 LF OF 8" HDPE N-12 Pipe @ 0.50%36 LF OF 8" HDPE N-12 Pipe @ 1.00%INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SU1.1OVERALLSITE UTILITY PLAN UTILITY KEYNOTES12.MODIFY EXISTING OUTFALL CONTROL STRUCTURE OUTLET PIPE. PROVIDE A 13.5" ORIFICE PLATE ONTO EXISTING 15" STORM PIPE. SEEDETAIL J/SU2.2 NOT USED13. STORMWATER QUALITY BMP STRUCTURE (AQUA-SWIRL XCELERATORXC-4) SEE DETAIL E/SU2.227. REPLACE EXISTING DOWNSPOUT BOOT WITH NEW DOWNSPOUT BOOTPER DETAIL F/SHEET SU2.21. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BYSCHNEIDER GEOMATICS DATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREAINCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANYOTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER.4. CONTRACTOR SHALL RETAIN THE SERVICES OF A UTILITY LOCATE COMPANY TOLOCATE BOTH PUBLIC AND PRIVATE UTILITIES PRIOR TO CONSTRUCTION.5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.6. FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEARFLOOD IS EXCEEDED. PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETSLOCATED ON THE WEST SIDE OF HAZEL DELL PARKWAY. THESE INLETS FLOW TOFREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA) ULTIMATELYDISCHARGING TO THE WHITE RIVER.7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT.8. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OFTHE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THATRESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERSRESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TOBE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.9. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL 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.SEE SHEET G0.1 FOR ADDITIONAL INFORMATION ON THE CITY OF CARMEL'S PAVINGAND CURB POLICIES.10. SEE STORM STRUCTURE TABLE ON CIVIL SHEET SU1.2 FOR PIPE SIZES, MATERIAL ANDINVERTS OF STORM SEWER.11. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THEFRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVEBEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES ASNECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THE PAVEMENTWIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIREDIMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE ORREPLACE ANY DRAIANGE STRUCTURES AND BRIDGES WILL BE BORNE BY THEDEVELOPER.12. 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 PROPOSEDRIGHT-OF-WAY.GENERAL NOTESSOUTH PLAYGROUNDMECHANICALCOURTYARDSEE ENLARGED PLAN A/SU1.22727271327272727272727272727SEE ENLARGED DOCKAREA PLAN B/SU1.2SEE ENLARGEDCOURTYARD PLANC/SU1.2TAC REVIEW12-15-20231UTILITY LEGENDPROPOSED BUILDING ADDITIONEXISTING BUILDINGEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER LINEEXISTING ELECTRIC LINEPROPOSED STORM SEWERPROPOSED UNDERDRAINPROPOSED STORM MANHOLEPROPOSED NYLOPLAST STRUCTUREPROPOSED STORM / SANITARY CLEANOUTPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLECONSTRUCTION LIMIT LINEPROPERTY LINESEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATION2TAC COMMENT RESPONSE3ADDENDUM #23-4-20243-5-2024TAC COMMENT RESPONSE45-14-2024SEE SHEET G1.2 FORTEMPORARY TRAILERMODIFICATIONSTREE PROTECTION - PER DETAIL F/L1.2TAC COMMENT RESPONSE56-5-20246/19/2024
NO PARKING FIRE LANE NO PARKING FIRE LANEST-10111211879453ST-1011013141526STWQ-BMPST-102PROJECT LIMITS3733173127373331ST-100ST-200ST-201ST-20217171717182016211927272727338"HDPE283231323117 LF OF 6" PVC @ 2.00%42 LF OF 8" HDPE N-12 Pipe @ 1.00%21 LF OF 6" PVC @ 2.00%30 LF OF 8" HDPE N-12 Pipe @ 0.50%36 LF OF 8" HDPE N-12 Pipe @ 1.00%
40' BOX TRUCK
29T C232425272234303336ST-30035STORM STRUCTURE TABLESTR.NO.100101102103104200201202300STRUCTUREInlet Type "A"Type "C" ManholeAqua-SwirlType "C" ManholeType "C" Manhole24" Nyloplast Inlet24" Nyloplast Inlet24" Nyloplast InletInlet Type "A"CASTING TYPER-3405R-1772ManufacturerSuppliedR-2502R-25022499CGD2499CGD2499CGDR-3405RIM781.40780.33778.35778.45776.42781.40781.40781.40779.52INCOMING PIPE DATA(DIRECTION) [FROM STR]8" HDPE N-12 Pipe 777.10 (S) [200]8" HDPE N-12 Pipe 777.10 (N) [Structure - (34)]6" PVC Pipe 778.10 (W) []14" DIP 775.48 (W) [100]6" PVC Pipe 776.48 (S) []15" HDPE Pipe 774.60 (W) [101]15" HDPE Pipe 773.45 (S) [102]12" PVC Pipe 772.77 (SW) []15" HDPE Pipe 771.90 (W) [103]8" HDPE N-12 Pipe 777.83 (W) [201]4" Perf. PVC Pipe 778.93 (S) []6" PVC Pipe 778.03 (S) []6" PVC Pipe 778.03 (W) []6" PVC 778.03 (N) [Structure - (29)]6" PVC 777.90 (S) [Structure - (28)]6" PVC Pipe 777.90 (W) []6" PVC Pipe 777.90 (N) []6" PVC Pipe 777.50 (W) []4" DIP 777.55 (S) []OUTGOING PIPE DATA(DIRECTION) [TO STR]14" DIP 777.10 (E) [101]15" HDPE Pipe 775.38 (E) [102]15" HDPE Pipe 774.50 (N) [103]15" HDPE Pipe 772.67 (E) [104]15" RCP 771.82 (N) []8" HDPE N-12 Pipe 777.46 (N) [100]8" HDPE N-12 Pipe 777.98 (E) [200]8" HDPE N-12 Pipe 777.53 (E) []6" PVC Pipe 777.50 (E) []OUTGOINGPIPE L.F.162'78'94'70'3'36'30'28'2'OUTGOINGPIPE SIZE14"15"15"15"15"8"8"8"6"OUTGOINGGRADE1.00%1.00%1.11%1.10%0.00%1.00%0.50%1.00%0.00%CONNECT TOSTR.101102103104100200REMARKS--BMP - XC-4------INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.NEW BUILDING ADDITIONFFE = 782.00ENLARGED COURTYARD PLAN - AREA "C"1" = 10'FRONT ENTRANCE ENLARGED PLAN - AREA "A"1" = 10'ENLARGED COURTYARD PLAN - AREA "B"1" = 10'1. SEE DRAWING G0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY SCHNEIDER GEOMATICSDATED 09/05/2023. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUNDUTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER.4. CONTRACTOR SHALL RETAIN THE SERVICES OF A UTILITY LOCATE COMPANY TO LOCATE BOTH PUBLIC ANDPRIVATE UTILITIES PRIOR TO CONSTRUCTION.5. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED.6. FLOOD ROUTING PATH FROM BUILDING ADDITION AND PARKING LOT WHEN 100 YEAR FLOOD IS EXCEEDED.PATH TRAVELS IN A EASTERLY DIRECTION TO EXISTING INLETS LOCATED ON THE WEST SIDE OF HAZEL DELLPARKWAY. THESE INLETS FLOW TO FREEMONT RANDALL DRAIN (VEST - KIRKENDALL DRAINAGE AREA)ULTIMATELY DISCHARGING TO THE WHITE RIVER.7. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENTPERMIT.8. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER.UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSEDDEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLELINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE.9. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY ATTHE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITHTHE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONAL INFORMATION ON THE CITY OF CARMEL'S PAVING AND CURBPOLICIES.10. SEE STORM STRUCTURE TABLE FOR PIPE SIZES, MATERIAL AND INVERTS OF STORM SEWERS.11. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THISDEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANYDRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY OT ACCOMMODATE THEPAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THEPROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAIANGE STRUCTURES ANDBRIDGES WILL BE BORNE BY THE DEVELOPER.12. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THEREQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THEDEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'SCONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAINSTAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHINTHE EXISTING AND PROPOSED RIGHT-OF-WAY.GENERAL NOTESSU1.2SITE UTILITY PLANEXISTING BUILDINGFFE = 782.00EXISTING BUILDINGFFE = 782.00EXISTING BUILDINGFFE = 782.00NEW BUILDINGFFE = 782.00EXISTING BUILDINGFFE = 782.00STORM SEWER NOTES:1. DIRECTIONAL NOTES FOR PIPES ARE BASED ON TRUE NORTH.2. ALL STORM SEWER CASTINGS (OPEN LIDS AND SOLID LIDS) SHALL HAVE AN ENVIRONMENTAL LOGO SUCH AS"DUMP NO WASTE, DRAINS TO WATERWAYS" EMBOSSED (STAMPED) INTO CASTING. NO "ADD-ON" PLATES ORSTICKERS (DECALS) WILL BE PERMITTED.3. ALL STORM SEWER MANHOLE COVERS SHALL HAVE THE WORDS "STORM SEWER" CAST IN RECESSEDLETTERS TWO INCHES IN HEIGHT.4. PIPE LENGTHS SHOWN IN THE TABLE ARE TO CENTER OF STRUCTURE.5. CASTINGS AND FRAMES NOTED IN THE TABLE REFER TO NEENAH FOUNDRY. MODELS MAY BE SUBSTITUTEDWITH AN APPROVED EQUIVALENT WITH ENGINEER APPROVAL. UTILITY KEYNOTES1. 68' OF 4" HDPE UNDERDRAIN PIPE WITH FILTER SOCK @ 1.00% SLOPE.2. 8' OF 6" PVC PIPE @ 1.00% SLOPE.3. 24' OF 6" PVC PIPE @ 1.00% SLOPE4. CONNECT 4" HDPE UNDERDRAIN PIPE TO 6" PVC @ INV. ELEV. = 776.58'5. CONNECT 4" HDPE UNDERDRAIN PIPE TO 6" PVC @ INV. ELEV. = 776.72'6. NEW STORM CLEANOUT - SEE DETAIL CS 19/SU2.1T/RIM = 781.86'INV. ELEV. = 775.92'7. NEW SANITARY CLEANOUT - SEE DETAIL CS 19/SU2.1T/RIM = 781.92'INV. ELEV. = 777.44'8. 96' OF 6" SDR-35 PVC @ 1.20% SLOPE9. NEW SANITARY CLEANOUT - SEE DETAIL CS 19/SU2.1T/RIM = 780.18'INV. ELEV. = 776.94'10. NEW SANITARY CLEANOUT - SEE DETAIL CS 19/SU2.1T/RIM = 780.17'INV. ELEV. (N) = 773.92'INV. ELEV. (W) = 773.92' (EXISTING)INV. ELEV. (E) = 773.92' (EXISTING)(FIELD VERIFY LOCATION, DEPTH AND MATERIAL OF EXISTING PIPE)11. CAP EXISTING STORM LINE - SEE DETAIL C/SU2.212. MODIFY EXISTING OUTFALL CONTROL STRUCTURE. PROVIDE A 13.5" ORIFICE PLATE ONTO EXISTING 15" STORMPIPE.13. STORMWATER QUALITY STRUCTURE (AQUA-SWIRL XCELERATOR XC-4)SEE DETAIL E/SU2.214. INVERT ELEV. @ BUILDING = 775.95'15. INVERT ELEV. @ BUILDING = 777.50'16. INVERT ELEV. @ BUILDING = 777.05'17. 6" SDR-35 PVC CONNECTED TO NEW DOWNSPOUT BOOT @ 778.00'. SEE DETAIL I/SU 2.1. CONTRACTOR TO SUPPLYALL PIPE AND FITTINGS NECESSARY TO CONNECT TO STORM STRUCTURE.18. 6" PVC PIPE FROM TRENCH DRAIN CATCH BASIN CONNECTED TO STRUCTURE ST-100 @ 1.00% SLOPE19. TRENCH DRAIN 'T1'. 9 CHANNELS OF ACO DRAIN KLASSIKDRAIN (K1-30 THRU K1-38) KS100 (FLOW S to N) LOADCLASS A WAVE IRON DRAINLOK GRATE. SEE DETAIL A ON SHEET SU2.220. TRENCH DRAIN 'T2'. 1 CHANNEL OF ACO DRAIN KLASSIKDRAIN (K1-38) KS100 (FLOW N to S) LOAD CLASS A WAVEIRON DRAINLOK GRATE. SEE DETAIL A ON SHEET SU2.221. ACO DRAIN K1-632 CATCH BASIN (6" UNDERSIDE KNOCKOUT).22. TRENCH DRAIN 'T3'. 8 CHANNELS OF ACO DRAIN POWERDRAIN (SK2-33 THRU SK2-40) S200K (FLOW E to W) LOADCLASS F IRON SLOTTED GRATE (4 BOLT). SEE DETAIL B ON SHEET SU2.223. OUTLET ACO CHANNEL TO HAVE END CAP AND 6" UNDERSIDE KNOCKOUT24. 9' OF 6" PVC PIPE @ 2.00% SLOPE25. PROVIDE WYE FITTING TO CONNECT NEW 6" PVC PIPE FROM TRENCH DRAIN TO EXISTING 6" PVC. CONTRACTORTO FIELD VERIFY EXISTING INVERT OF 6" PVC.26. NEW STORM CLEANOUT - SEE DETAIL CS19/SU2.1T/RIM = 780.30'INV. ELEV. = 776.67'27. EXISTING DOWNSPOUT BOOT TO BE REPLACED WITH NEW DOWNSPOUT BOOT, PER DETAIL I/SU2.1. VERIFYDEPTH, MATERIAL AND PIPE SIZE OF EXISTING PIPE.28. 13' OF 4" PERFORATED PVC PIPE WITH FILTER SOCK @ 1.00% SLOPE29. TRENCH DRAIN 'T4'. 6 CHANNELS OF ACO DRAIN POWERDRAIN (SK2-31 THRU SK2-23) S200K (FLOW W to E) LOADCLASS F IRON SLOTTED GRATE (4 BOLT). SEE DETAIL B ON SHEET SU2.230. TRENCH DRAIN 'T5'. 2 CHANNELS OF ACOO DRAIN POWERDRAIN (SK2-31 THRU SK2-23) NS200K (FLOW N to S) LOADCLASS F IRON SLOTTED GRATE (4 BOLT). SEE DETAIL B ON SHEET SU2.2.31. NEW DOWNSPOUT BOOT PER DETAIL H/SU2.1.32. 20' OF 6" PVC SDR 35 PIPE AT 2.00% SLOPE.33. STORM SEWER CLEANOUT PER DETAIL D/SU2.1.34. NEW STORM INLET ST-300. CONNECT BUILDING ROOF DRAIN AND NEW TRENCH DRAINS. RE-CONNECT EXISTING 6"STORM LINE BELOW TO NEW INLET.35. NEW BUILDING 4" DIP ROOF DRAIN AT INV. ELEV= 777.80'36. 10' OF 4" DIP @ 2.00% SLOPE.37. 58' OF 6" PVS SDR 35 PIPE AT 1.50% SLOPE.UTILITY LEGENDPROPOSED BUILDING ADDITIONEXISTING BUILDINGEXISTING STORM SEWEREXISTING SANITARY SEWEREXISTING WATER LINEEXISTING ELECTRIC LINEPROPOSED STORM SEWERPROPOSED UNDERDRAINSEE SURVEY SHEET FOR ADDITIONAL LEGEND INFORMATIONSEE SHEET SU1.0 FOR CONTINUATIONMECHANICALCOURTYARDT1 T2NEW BUILDINGADDITIONFFE = 780.00T3T4(EXIST. R-49)(EXIST.)TAC REVIEW12-15-202312TAC COMMENT RESPONSEPROPOSED STORM MANHOLEPROPOSED NYLOPLAST STRUCTUREPROPOSED STORM / SANITARY CLEANOUTPROPOSED SANITARY SEWERPROPOSED SANITARY MANHOLECONSTRUCTION LIMIT LINEPROPERTY LINEADDENDUM #23-4-20243STRUCTURE TABLE LEGENDRCP REINFORCED CONCRETE PIPEPVC POLYVINYL CHLORIDE PIPEHDPEHIGH DENSITY POLYETHYLENE PIPE3-5-2024TAC COMMENT RESPONSE45-14-20246/19/2024
NO PARKING FIRE LANE NO PARKING FIRE LANENO PARKING FIRE LANEST-100RIM = 781.40ST-101RIM = 780.33ST-103RIM = 778.45ST-102RIM = 778.35ST-104RIM = 776.42162 LF OF 14" DIP @ 1.00%ST-202RIM = 781.40ST-200RIM = 781.40ST-201RIM = 781.4010+0011+0012+0013+0014+00
15+0015+26LINE "ST-1"7707757807857907707757807857909+5010+0011+0012+0013+0014+0015+0015+50EG-781.87EG-EG-782.11
EG-781.43
EG-781.49
EG-780.64
EG-779.68
EG-778.93
EG-778.14
EG-778.44
EG-776.86
T.C. = 781.40STR# 20024" Nyloplast Inlet2499CGDW 8" HDPE N-12 Pipe = 777.83N 8" HDPE N-12 Pipe = 777.46S 4" Perf. PVC Pipe = 778.93STA. 10+00T.C. = 781.40STR# 20124" Nyloplast Inlet2499CGDE 8" HDPE N-12 Pipe = 777.98S 6" PVC Pipe = 778.03W 6" PVC Pipe = 778.03N 6" PVC = 778.03STA. 10+30T.C. = 781.40STR# 20224" Nyloplast Inlet2499CGDE 8" HDPE N-12 Pipe = 777.53S 6" PVC = 777.90W 6" PVC Pipe = 777.90N 6" PVC Pipe = 777.90STA. 10+80
T.C. = 780.33
STR# 101
Type "C" Manhole
R-1772
W 14" DIP = 775.48E 15" HDPE Pipe = 775.38
S 6" PVC Pipe = 776.48
STA. 12+84
T.C. = 778.35
STR# 102Aqua-Swirl
Manufacturer Supplied
W 15" HDPE Pipe = 774.60N 15" HDPE Pipe = 774.50
STA. 13+62
T.C. = 778.45
STR# 103
Type "C" ManholeR-2502
S 15" HDPE Pipe = 773.45
E 15" HDPE Pipe = 772.67SW 12" PVC Pipe = 772.77
STA. 14+56
T.C. = 776.42
STR# 104
Type "C" ManholeR-2502
W 15" HDPE Pipe = 771.90
N 15" RCP = 771.82
STA. 15+26
T.C. = 781.40
STR# 100Inlet Type "A"R-3405
E 14" DIP = 777.10S 8" HDPE N-12 Pipe = 777.10
N 8" HDPE N-12 Pipe = 777.10W 6" PVC Pipe = 778.10
STA. 11+22
NEW BUILDING ADDITIONGRANULARBACKFILLREQUIREDGRANULARBACKFILLREQUIREDEXISTINGELECTRICAL LINE(FIELD VERIFY)162 LF OF 14" DIP @ 1.00%42 LF OF 8" HDPE N-12 Pipe @ 1.00%78 LF OF 15" HDPE Pipe @ 1.00%70 LF OF 15" HDPE Pipe @ 1.10%GRANULARBACKFILLREQUIREDGRANULARBACKFILLREQUIREDGRANULARBACKFILLREQUIREDEXISTINGPROFILEGRADEPROPOSEDSEAT WALLPROPOSEDRETAININGWALLPROPOSEDPROFILEGRADEEXISTINGMANHOLESTRUCTUREEXISTING 15" OUTLETPIPEFACE OF BLDG.FACE OF BLDG.
EXISTING MANHOLESTRUCTURE
(EX)94 LF OF 15" HDPE Pipe @ 1.11%INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! 206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SU1.3STORM SEWERPLAN AND PROFILES1" = 20'PLANSTORM SEWER PROFILELINE "ST-1"SCALE:VERT: 1" = 2'HORIZ: 1" =20'TAC REVIEW12-15-20231TAC COMMENT RESPONSE23-5-2024TAC COMMENT RESPONSE35-14-2024TAC COMMENT RESPONSE46-5-20246/19/2024
PLAN VIEWSEE SITEUTILITY PLAN4"X4" DOWNSPOUT, CONFIRM SIZE WITHARCHITECT/PLUMBING ENGINEERPOWDER COATED J.R. HOE CAST IRON DOWNSPOUTBOOT X 24" VERTICAL W/ 8" DIA. OUTLET90° DIP ELBOWDIP FITTING2% MIN.6" DIP,SEE SITE UTILITY PLANSFOR LOCATIONS45° HDPE ELBOW45° HDPE WYEFITTINGFACE OF BUILDINGNO SCALENEW DOWNSPOUT BOOT DETAIL HFERNCO TRANSITION COUPLINGFOR DISSIMILAR MATERIALSHDPE STORM SEWER PIPE.SEE SITE UTILITY PLANS.FINISH GRADESTORM SEWER PIPE. SEESITE UTILITY PLANS.6" DIPFERNCO TRANSITION COUPLINGFROM BOOT TO AN 8" DIP PIPECLEANOUTFFECBDETAIL ADETAIL EDFGPLAN VIEWSEE SITEUTILITY PLAN4"X4" DOWNSPOUT, CONFIRM SIZE WITHARCHITECT/PLUMBING ENGINEERPOWDER COATED J.R. HOE CAST IRON DOWNSPOUTBOOT X 24" VERTICAL W/ 8" DIA. OUTLET90° DIP ELBOWDIP FITTING2% MIN.6" DIP,SEE SITE UTILITY PLANSFOR LOCATIONS45° HDPE ELBOW45° HDPE WYEFITTINGFACE OF BUILDINGNO SCALEDOWNSPOUT BOOT REPLACEMENT DETAIL IFERNCO TRANSITION COUPLINGFOR DISSIMILAR MATERIALSHDPE STORM SEWER PIPE.SEE SITE UTILITY PLANS.FINISH GRADESTORM SEWER PIPE. SEESITE UTILITY PLANS.6" DIPFERNCO TRANSITION COUPLINGFROM BOOT TO AN 8" DIP PIPECLEANOUTFFECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 12.15.2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTBIDSTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SU2.1SITE UTILITY DETAILSNEENAH R-1976 OR EJIW1578 WITH SEWER ONCASTINGTAC REVIEW12-15-202316/19/2024
6"
(MIN.)5.12"6"6"CONCRETE ACO DRAIN KS100CHANNELCOMPACTED SUBGRADE6"(TYP.)#5 BARS AT 12"o.c. (TYP.)#5 BAR x CONT.(TYP.)EQ.
VARIES - COORDINATE
WITH TRENCH DRAIN
SHOP DRAWINGS (TYP.)
4"
3"
CLR.3" CLR(TYP.)KS100 ACO TRENCH DRAIN - DETAIL A NONEEQ.1/2" EXPANSION JOINTMATERIAL WITHSEALANT (TYP.)SEEDETAIL ASEEDETAIL ASEEDETAIL A10"9.92"1010CONCRETE ACO DRAIN KS100CHANNELCOMPACTED SUBGRADE6"(TYP.)#5 BARS AT 12"o.c. (TYP.)#5 BAR x CONT.(TYP.)EQ.
VARIES - COORDINATE
WITH TRENCH DRAINSHOP DRAWINGS (TYP.)
4"
3"
CLR.3" CLR(TYP.)S200K ACO TRENCH DRAIN - DETAIL B NONEEQ.4,500 PSI CONCRETEENCLOSURE1/2" EXPANSION JOINTMATERIAL WITHSEALANT (TYP.)4,500 PSI CONCRETEENCLOSURESLOPELAP4 OZ./SYD. GEOTEXTILE4" PERFORATED PIPE#8 WASHED AGGREGATEUNDERDRAIN - DETAIL D1 1/2" = 1'-0"8" MIN.SLOPESEE LANDSCAPE PLANSPIPE CAP - DETAIL CNONE1'-0"1'-0"PIPE REMOVAL LIMITLEAN CONCRETEEXISTING PIPEMECHANICALPLUGNYLOPLAST STRUCTURE - DETAIL FNONESEE SITE UTILITY PLAN SHEETSU1.2 FOR GRATE TYPE.SEE SITE UTILITY PLAN SHEETSU1.2 FOR GRATE TYPE.SANITARY SERVICE CONNECTION - DETAIL GSANITARY SEWER PVC PIPE TRENCH - DETAIL HKS100 ACO TRENCH DRAINNONES200K ACO TRENCH DRAIN NONECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SU2.2SITE UTILITY DETAILSBMP STORMWATER QUALITY UNIT - DETAIL ENONETAC REVIEW5-14-202416/19/2024
40' BOX TRUCK
NO PARKING FIRE LANE NO PARKING FIRE LANE NOPARKINGNO PARKING FIRE LANE KINGPARNO
1110TYP.2979999925.00'15.00'4 SPACES @20' = 80.00'20.00'
25.00'15.00'
19 SPACES @ 20' = 380.00'77725.00'15.00'20.00'25.00'15.00'111111NEW BUILDINGADDITION62685121INLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G5.0MOT PLANTAC COMMENT RESPONSE6-17-20240OVERALL MAINTENANCE OF TRAFFIC SITE PLAN 'B'PROJECT AREA (PARCEL) MAINTENANCE OF TRAFFIC PLAN 'A'SCALE: 1"=100'SCALE: 1"=40'SEE MOT SITE PLAN 'B' FOR CONTINUATIONSEE MOT SITE PLAN 'B' FOR CONTINUATION6/19/2024
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 222011.00CHERRY TREEELEMENTARYSCHOOLADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS13989 HAZEL DELL PARKWAYCARMEL, IN 46033PROJECT ISSUE DATE: 2.23.2024DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANTTLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G5.1MOT PLAN DETAILSINLETS, VALVES, AND MARKS MADE UPON THE GROUND BYALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOREXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIESSHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAYALL CONSTRUCTION.THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIESEVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUNDCAUTION !!Know what'sbelow.before you dig.CallRCall 811 or 1-800-382-5544 Before You Begin Any Digging Project.Call 48 hours or 2 working days before you dig.It's Fast, It's Easy and It's the Law in the state of Indiana! TAC COMMENT RESPONSE6-17-2024ROAD WORKNEXT 1,000 FTSpeedingMax $1000Reckless DrivingMax 8 YrsROADWORKAHEADSIDEWALKCLOSEDENDROAD WORKCLOSED AHEADCONSTRUCTIONENTRANCERIGHT LANENOTE:CHANNELING DEVICES SHALLSATISFY NCHRP 350 OR MASHCRASH EVALUATION CRITERIA.NOTE:CHANNELING DEVICES SHALLSATISFY NCHRP 350 OR MASHCRASH EVALUATION CRITERIA.SIDEWALKCLOSEDIN 250 FTSIDEWALKCLOSEDIN 900 FT06/19/2024