HomeMy WebLinkAboutCHS Polytechnic Addition and RenovationE. MAIN STREETKEYSTONE PARKWAY
RANGELINE ROAD E. 136th STREETPROJECT SITEPROJECT SITEFANNING HOWEYASSOCIATES INC.OWNERARCHITECTTHE SKILLMAN CORPORATIONCONSTRUCTION MANAGERTLF ENGINEERSSITE/CIVIL ENGINEERCARMEL CLAYSCHOOLSCOVER SHEETREGULATORY REVIEWCONSTRUCTION PLANSCARMEL HIGH SCHOOLPOLYTECHNIC ADDITION & RENOVATION502 E. MAIN STREETCARMEL, INDIANA 46032LAKEPORTERLAPORTEST. JOSEPHELKHARTLAGRANGESTEUBENDEKALBNOBLEKOSCIUSKOMARSHALLSTARKEJASPERNEWTONPULASKIFULTONWHITLEYALLENADAMSWELLSHUNTINGTONWABASHMIAMICASSWHITEBENTONCARROLTIPPECANOEWARRENHOWARDGRANTBLACKFORDJAYRANDOLPHDELAWAREMADISONTIPTONCLINTONBOONEHAMILTONHANCOCKHENRYWAYNEUNIONFAYETTERUSHMONTGOMERYFOUNTAINPARKEVERMILLIONVIGOCLAYPUTNAMMORGANHENDRICKSMARIONJOHNSONSHELBYFRANKLINDECATURBARTHOLOMEWBROWNMONROEOWENGREENESULLIVANDEARBORNRIPLEYJENNINGSLAWRENCEMARTINORANGEWASHINGTONSCOTTJEFFERSONSWITZERLANDOHIOCLARKFLOYDHARRISONCRAWFORDPERRYDUBOISDAVIESSKNOXPIKEGIBSONSPENCERWARRICKPOSEYJACKSONVANDER-BURGHSTATE OF INDIANASITE LOCATIONVICINITY MAPLOCATION MAPCIVIL SHEET INDEXC0.1COVER SHEETGD0.1GENERAL NOTESGD0.2MASTER PARKING PLANBNDRY 1BOUNDARY RETRACEMENT SURVEYBNDRY 2BOUNDARY RETRACEMENT SURVEYTOPOTOPOGRAPHIC SURVEYGD1.1SITE DEMOLITION PLANG1.1SITE PLANG1.2STRIPING & SIGNAGE PLANG1.3CONCRETE JOINTING PLANG2.1GRADING PLANG3.1PRE-DEVELOPED EROSION CONTROL PLANG3.2EROSION CONTROL PLANG3.3STORMWATER POLLUTION PREVENTION PLAN (SWPPP)G3.4EROSION CONTROL DETAILSG4.1SITE DETAILSG4.2SITE DETAILSG5.1ENLARGED SITE PLANG5.2ENLARGED SITE PLANSU1.1SITE UTILITY PLANSU2.1SITE UTILITY DETAILSSU2.2SITE UTILITY DETAILSSU2.3SITE UTILITY DETAILSSU3.1STORM SEWER PLAN AND PROFILESSU3.2SANITARY SEWER PLAN AND PROFILESSU3.3UTILITY PLAN AND PROFILESL1.1LANDSCAPE PLANL2.1LANDSCAPE 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: DAVID ROANPHONE: (317) 848-0966 EXT. 10334EMAIL: DROAN@FHAI.COMPROJECT NUMBER: 221165.01PROJECT ISSUE DATE: 08.31.2023DRAWN BY: ARSARCHITECTURAL SHEET INDEXA1.01UNIT A - FIRST FLOOR ARCHITECTURAL PLANA1.03UNIT B AND C - DEMOLITION AND FIRST FLOOR ARCHITECTURAL PLANA3.01UNIT A - BUILDING ELEVATIONSELECTRICAL SHEET INDEXESP.1ELECTRICAL SITE PHOTOMETRIC PLANPROJECT INFORMATIONTAC COMMENT RESPONSE11-16-202319700317No.22/15/2024
GD0.1GENERAL 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 (RULE 5). 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. PROPERTY ZONING IS R-1 - SPECIAL USE.7. PROTECT AND MAINTAIN BENCHMARKS AND SURVEY CONTROL POINTS FROMDISTURBANCE DURING CONSTRUCTION.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, UNLESS OTHERWISENOTED.8. EXACT LOCATION OF SIGNS TO BE COORDINATED WITH OWNER AND APPROVEDPRIOR TO INSTALLATION.9. SITE BOUNDARY, TOPOGRAPHY, UTILITY, STRUCTURES AND ROAD INFORMATIONTAKEN FROM A SURVEY PREPARED BY CEC - CIVIL & ENVIRONMENTALCONSULTANTS, INC DATED MAY 19, 2023.10. FIRST FLOOR ACTUAL ELEVATION 852.88' SHOWN ON GRADING AND UTILITYDRAWINGS = 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. PROVIDE COMPACTED "B" BORROW BACKFILL OVER ALL UTILITIES IN PAVEDAREAS.14. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES ANDNEW GRADES.15. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREEDUPON BY PARTIES CONCERNED.16. ALL EXISTING MANHOLE AND CATCH BASIN CASTINGS, WATER OR GAS VALVEBOXES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATION.17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTERINSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY, "BIRD BATH"CONDITIONS.18. MAXIMUM LAWN SLOPE IS 4:1.19. 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.20. 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.21. 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 ANDTELECOMMUNICATIONS.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 2'-6" 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. THE PLANT COUNTS INDICATED ON DRAWINGS ARE FOR LANDSCAPE ARCHITECT'S USEONLY. LANDSCAPE CONTRACTOR SHALL MAKE THEIR OWN PLANT QUANTITYTAKEOFFS USING DRAWINGS, SPECIFICATIONS, AND PLANT SCHEDULE REQUIREMENTS(I.E., SPACING), UNLESS OTHERWISE DIRECTED BY LANDSCAPE ARCHITECT.CONTRACTOR TO VERIFY BED MEASUREMENTS AND INSTALL APPROPRIATEQUANTITIES AS GOVERNED BY PLANT SPACING PER SCHEDULE. PLANT MATERIALQUANTITIES SHOWN ON PLAN ARE MINIMUM QUANTITIES. ADDITIONAL MATERIAL MAYBE NEEDED TO MEET SPACING REQUIREMENTS AND FIELD CONDITIONS. IN CASE OFDISCREPANCIES BETWEEN PLAN AND PLANT LIST, THE PLAN SHALL DICTATE.4. 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.5. DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, UTILITIES, WALKWAYSAND PAVEMENTS, OR ON EXISTING TURF AREAS OR PLANTS.6. PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHERCONDITIONS PERMIT PLANTING TO BE PERFORMED WHEN BENEFICIAL AND OPTIMUMRESULTS MAY BE OBTAINED.7. 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. EARTHWORK CONTRACTOR SHALL INSTALL 12" OF TOPSOIL IN ALL PROPOSED BEDAREAS. CONTRACTOR SHALL COORDINATE QUANTITY AND PLACEMENT OF TOPSOIL.SUBCONTRACTOR SHALL VERIFY DEPTH OF TOPSOIL PRIOR TO PLANT INSTALLATION.REFER TO SPECIFICATIONS FOR TOPSOIL TESTING AND PLACEMENT REQUIREMENTS.REPLACEMENT SOIL SHALL BE COMPRISED OF 1 PART ORIGINAL, 2 PARTS HUMUS, 1PART COMPOSTED CATTLE MANURE, 1 PART CLEAN COARSE CUT SAND, AND 1 POUNDOF FERTILIZER (12-12-12 NPK BALANCED) PER 10 SQ. FT. - WORKED WELL INTO SOIL.13. RECONDITION SOIL AND SEED/RE-SEED ALL AREAS DISTURBED BY CONSTRUCTIONACTIVITIES THAT ARE NOT TO RECEIVE OTHER SURFACE TREATMENT (I.E., ASPHALTPAVEMENT, CONCRETE SLAB, PLANTING BED ETC.). ALL DISTURBED LAWN AREAS TORECEIVE 4" OF TOPSOIL IN ADDITION TO SOIL AMENDMENTS AS PART OFRECONDITIONING.14. ALL PLANTS & PLANTING AREAS TO RECEIVE 3" MINIMUM OF SHREDDED HARDWOODBARK MULCH (UNLESS OTHERWISE NOTED). MULCH SHALL BE UNIFORM IN TEXTUREAND COLOR. NO PROCESSED TREE TRIMMINGS WILL BE ALLOWED.15. ALL DISTURBED AREAS SHALL BE SEEDED/SODDED PER SPECIFICATIONS.16. 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.COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.1TAC REVIEW9-19-20232/15/2024
GD0.3GENERAL NOTESCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.1TAC COMMENT RESPONSE11-16-2023CITY 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.2/15/2024
UP
REF.
23'-8 5/8"
26'-6 3/8"
23'-8 5/8"
28'-0 3/8"
20'-8"
32'-7 5/8"20'-8"175'-11 5/8"
76'-0"
26'-0"
76'-0"
52'-8"31'-10"18'-9 5/8"PROPOSED NATATORIUMBUILD
ING ADD
ITIONF.F.E
.= 831
.98F.F.E
.=
831
.98F.F.E.
= 83
1.9
8 F.F.E
.=
834.
65 FH1
FH2
FH4
FH3G SMOKEY ROW ROAD / E 136TH STREETE MAIN STREET3101261254831214131010987654321112210268158GD0.2MASTER PARKING PLAN1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN WEREPROVIDED BY CIVIL ENVIRONMENTAL CONSULTANTS, INC.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.GENERAL NOTESKEYNOTESPROPOSED BICYCLE RACKS MOUNTED TO EXISTING SIDEWALKS(NOT IN CONTRACT)PROPOSED BICYCLE RACKS MOUNTED TO NEW SIDEWALKS(NOT IN CONTRACT)11THE NUMBERS SHOWN IN THE SYMBOLS BELOW INDICATE THE QUANTITY OFBICYCLE RACKS PROPOSED IN A PARTICULAR AREA.1THE NUMBERS SHOWN IN THE SYMBOL BELOW INDICATE DESIGNATEDPARKING LOT IDENTIFICATION.PARKING LOT IDENTIFICATION NUMBERBICYCLE RACK LOCATION SUMMARY TABLE(NOT IN CONTRACT)LOCATIONBICYCLE RACKSMAIN BUILDING94FOOTBALL STADIUM28123137TENNIS COURTSMURRAY STADIUMTOTAL BICYCLE RACKS274TOTAL BICYCLE PARKING SPACESTHE ABOVE BICYCLE RACKS ACCOMMODATE 5,480 STUDENTSBICYCLE SPACES REQUIRED = 1 PER 20 STUDENTSBUILDING AREA SUMMARYYEAR(2023 THROUGH 2024)PROJECTEXIST. AREA SF.NEW AREA SF.TOTAL AREA SF.% ADDEDREMARKS2002FRESHMAN CENTER2004LOCKER ROOM2012PHYSICAL EDUCATION2019POOL ENTRANCE #212021DOCK STORAGE2021PERFORMING ARTS776,647950,591953,243980,852981,547982,955173,9442,65227,6096951,40825,464950,591953,243980,852981,547982,9551,008,41922.400.282.900.070.142.59BZA APPROVAL WITH VARIANCESNO CLASSROOM IN ADDITIONNO CLASSROOM IN ADDITIONNO CLASSROOM IN ADDITIONNO CLASSROOM IN ADDITIONNO CLASSROOM IN ADDITION2007TENNIS BUILDING1,700SEPARATE BUILDING AT STADIUM SITE2011SECURE ENTRANCE0NO NEW CONSTRUCTION2023NATATORIUM1,008,41993,2291,101,648 9.25NO CLASSROOM IN ADDITIONOVERALL PARKING SUMMARYLOT NO.LOT NAMESTANDARD SPACEOLD SENIOR LOT651EXIST. PROPOSED65ADA SPACE0EXIST.0POLICE SPACE0EXIST.0BUS SPACE0EXIST.0TOTAL SPACES65EXIST. PROPOSED65234567891012131415DOOR 719 19440000 23 23FRONT LOT103 103 773300 113 113AUDITORIUM LOT0000000000WEST LOT69 69 000000 69 69FRESHMAN CENTER LOT142 114 661100 149 121FIELDHOUSE LOT2929FITNESS CENTER LOT000POOL LOT000000000TRAIL LOT221 221 771144 229 229SUBTOTAL662 634 26 26 5544 693 665FOOTBALL HOME LOT942 942 18 18 0000 960 960FOOTBALL SOUTH LOT162 162 4400 20 = 40 20 = 40 166 166FOOTBALL VISITOR LOT536 536 660000 542 542FOOTBALL NORTH LOT29 29 000000 29 2929 0000002900000000PROPOSEDPROPOSEDPROPOSED2,3622,390TOTALCITY OF CARMEL REQUIRED PARKING SPACES (174 CLASSROOMS x 10) + (583 EMPLOYEES) = 2,323(UPON COMPLETION OF THE POLYTECHNIC PROJECT)SUBTOTAL1,669 1,669 28 28 001,697 1,69720 = 40 20 = 40AVAILABLE PARKING SPACES UNTIL JUNE 2022 (LOTS 8 & 9) = 2,640PERMIT PARKING SPACES = 1334 (STUDENTS) + 583 (EMPLOYEES) = 1,917NOTES:1. THE CARMEL HIGH SCHOOL PARKING POLICY IS BASED ON PERMIT ISSUED PARKING. THERE ARE 1,917 PERMITS ISSUED.2. ENROLLMENT IS EXPECTED TO DROP BY 75 STUDENTS IN 2022 AND REMAIN LEVEL THROUGH 2029.3. BUS PARKING AT THE FOOTBALL STADIUM IS CURRENTLY 21 SPACES. THESE SPACES CAN ALSO BE USED FOR STUDENT PARKING AT TWO (2)STANDARD VEHICLE SPACES FOR EACH BUS SPACE. THE 21 BUS PARKING SPACES ALLOWS FOR 42 STUDENT PARKING SPACES.4. THE NATATORIUM PROJECT IS SCHEDULED FOR CONSTRUCTION IN JUNE OF 2022. LOTS 8 & 9 WITH 141 SPACES WILL BE AVAILABLE UNTIL THEN.5. THE CLASSROOM COUNT OF 174 EXCLUDES LABS AND OTHER EXTENDED LEARNING AREAS AS THE LATTER ARE SUPPLEMENTAL TOCLASSROOMS, AND ARE NOT OCCUPIED AT THE SAME TIME AS CLASSROOMS.11MURRAY FIELD LOT14 14220000 16 16AVAILABLE PARKING SPACES AFTER JUNE 2022 = 2,347AVAILABLE PARKING SPACES AFTER DECEMBER 2024 = 2,3592006000200400COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.STADIUM - GREYHOUNDACTIVITY CENTER PROJECT(UNDER CONSTRUCTION)STADIUM - SOUTH SUPPORTBUILDING(UNDER CONSTRUCTION)NATATORIUM(UNDER CONSTRUCTION)POLYTECHNIC ADDITION &RENOVATION2024POLYTECHNIC1,101,64816,0001,117,648 1.45LABORATORIES/CLASSROOMS1TAC REVIEW9-19-20232/15/2024
LOT 1POINT OF COMMENCEMENTLOT 48LOT 49LOT 50LOT 51LOT 52LOT 53LOT 54LOT 5SYLVAN LANEHARROWGATE ADDITIONP.B. 2, PG. 203-205LOT 5LOT 6LOT 15LOT 16LOT 16ALOT 25LOT 15LOT 1612' ALLEYD.E. WILKINSON'S1ST ADDITIOND.B. 96, PG. 34D.E. WILKINSON'SREPLATINSTR. #2007008792LOT 20LOT 19LOT 2LOT 112' ALLEY1ST STREET NEE. MAIN STREETCAREY'S ADDITIOND.B. 97, PG. 18CARMELWOODD.B. 136, PG. 365CARMELWOODD.B. 136, PG. 365SITELEGEND:8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:BOUNDARY RETRACEMENT SURVEY
303-103.0014
1"=50'
MAY 19, 2023 TJT
ABS
ABS12BNDRY NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
FANNING HOWEY ASSOCIATES, INC.
CARMEL HIGH SCHOOL
502 E. MAIN STREET
CARMEL, INDIANA
4TH AVENUE NE
VICINITY MAPSURVEYED PARCELPOINT OF BEGINNING2/15/2024
8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:BOUNDARY RETRACEMENT SURVEY
303-103.0014
MAY 19, 2023 TJT
ABS
ABS22BNDRY 530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
FANNING HOWEY ASSOCIATES, INC.
CARMEL HIGH SCHOOL
502 E. MAIN STREET
CARMEL, INDIANA NORTHWEST QUARTER SECTION 30E 136TH STREETMAIN STREETRANGELINE ROAD SURVEYOR'S REPORTReference Surveys and PlatsReference MonumentsRecord DescriptionsEvidence of OccupationSURVEYED LAND DESCRIPTION2/15/2024
HORIZONTAL AND VERTICAL DATUM:UTILITY NOTE:LEGEND:SITE8AB3456712CDEFGH83456712ABCDEFGHDESCRIPTIONDATENO
REVISION RECORD
DATE:
DWG SCALE:
DRAWN BY:
CHECKED BY:
APPROVED BY:
PROJECT NO:SHEETOFDRAWING NO.:TOPOGRAPHIC SURVEY
303-103.0014
1"=30'
MAY 19, 2023 TJT
ABS
ABS11TOPO NORTH530 E. Ohio Street · Suite G - Indianapolis, IN 46204
317-655-7777 · 877-746-0749
www.cecinc.com
FANNING HOWEY ASSOCIATES, INC.
CARMEL HIGH SCHOOL
502 E. MAIN STREET
CARMEL, INDIANA VICINITY MAPSURVEY CERTIFICATIONI, the undersigned, hereby certify that to the best of my professional knowledge and belief the within plat represents atopographic survey of the real estate shown or described hereon. The nature, size and location of utilities shown on this plat areper plans and/or locations provided by the respective utility companies or their representatives together with field observation asfurther noted hereon. The topographic data was gathered using standard radial surveying techniques with an electronic totalstation and data collector and/or using a Global Positioning System (GPS). Contours are plotted based upon interpolation ofspot elevations shown hereon and are accurate to generally within one half contour interval. The field work for this survey wasperformed on May 10, 2023.The user of this topographic survey is cautioned to consider that all natural surfaces are subject to vertical movement due to theeffects of environmental and mechanical factors on soil properties. The spot elevations and the interpolated contour linesdepicted hereon are representative of the surface of the site on the date(s) the field survey was performed. Changes in surfaceelevations varying up to 0.5 feet after the date of the survey may be possible without any obvious visible indications. Therefore, itis recommended that the surface elevations of this site be verified prior to construction and that any significant discrepancies bereported to the engineer for evaluation. The surveyor is not responsible for estimating or accounting for any vertical variancescaused by such environmental or mechanical influences.Tyler J. ThompsonRegistered Land Surveyor No. LS21400006May 31, 2023asyers@cecinc.comprepared by Tyler J. Thompson2/15/2024
FDCFDCFDC FDC FDC FDC33333334444101014141422219555588881313126111111116151515222634341529171717171717171717343321181818922420182939925252525252662333318433272710282828151532932929292929181818181532918182721528181515157313118313231334343624133013131414182513877734169343253131823TPTPTP TPTPTPTPTPTPTP
TPTPTPTP TP TP TP TP TP TP
3333333333TPTPTP 3333153329292942918343131313536TPTPTPTPTPTPTPTPTPTP2 29293341818333333153737206002040INLETS, 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! GD1.1DEMOLITION PLANDEMOLITION LEGENDEXISTING BUILDINGAPPROXIMATE LIMITS OF CONCRETE REMOVAL DEMOLITION KEYNOTES1. REMOVE CONCRETE PAVEMENT2. REMOVE CONCRETE SIDEWALK & CURB3. REMOVE CONCRETE CURB4. REMOVE ASPHALT PAVEMENT5. REMOVE MASONRY SCREEN WALL AND FOUNDATIONS6. REMOVE METAL PANEL SCREEN WALL AND FOUNDATIONS.7. REMOVE 18" RCP STORM SEWER8. REMOVE 10" VCP SANITARY SEWER9. REMOVE STORM STRUCTURE10. REMOVE LIGHTPOLES (3 TOTAL)11. EXISTING CONCRETE VAULT (INCLUDING CAP WALLS AND SLAB) & 20,000 FUELTANK TO BE REMOVED, AND SOIL TO BE REMEDIATED AS REQUIRED BYOWNER/OTHERS. COORDINATE REMOVAL AND CAPPING OF EXISTING FUEL LINESWITH MEP PLANS.12. REMOVE EXISTING BUILDING STRUCTURE. SEE ARCHITECTURAL PLANS13. REMOVE ELECTRICAL LINES. COORDINATE WITH ELECTRICAL SITE PLANS.14. REMOVE/RELOCATE EXISTING GAS LINE. COORDINATE REMOVALS WITHCENTERPOINTE ENERGY.15. REMOVE TREES AND SHRUBS16. REMOVE 8" DIP WATER LINE17. REMOVE PIPE BOLLARDS AND FOUNDATIONS18. PAVEMENT SAWCUT LINE19. REMOVE EXISTING ABANDONED GREASE TRAP20. REMOVE WASTE OIL/FREEZE TANK, CONCRETE SLAB AND FOUNDATION WALLSFULL DEPTH. REMOVE CANOPY STRUCTURE, SALVAGE AND RETURN TO OWNER.CAP EXISTING LINES AT 6" FROM FACE OF BUILDING. COORDINATE PIPINGREMOVAL WITH MEP.21. REMOVE CONCRETE EQUIPMENT PAD. SEE MEP PLANS FOR REMOVAL OFEQUIPMENT PAD.22. REMOVE HANDRAIL. PROTECT EXISTING RETAINING WALL DURINGCONSTRUCTION. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL PLANS.23. REMOVE SWING GATE24. REMOVE SECTION OF EXISTING RETAINING WALL AND FOUNDATION.COORDINATE LIMITS OF REMOVAL WITH ARCHITECTURAL AND STRUCTURALPLANS.25. CAP EXISTING PIPE WITH MECHANICAL PLUG - SEE DETAIL ON SU2.126. REMOVE SLIDING CHAINLINK FENCE, GATE, AND FOUNDATIONS.27. REMOVE CONCRETE SIDEWALK28. PROTECT LIGHT POLE TO REMAIN29. PROTECT CURB TO REMAIN30. REMOVE ELECTRICAL MANHOLE. COORDINATE REMOVALS WITH ELECTRICALSITE PLAN.31. REMOVE 8" DIP WATER LINE.32. REMOVE POST INDICATOR VALVE. (ABANDONED - CONTRACTOR TO CONFIRM)33. PROTECT TREES TO REMAIN - PER DETAIL F/L2.034. REMOVE 8" ABANDONED WATER LINE35. REMOVE EXISTING VALVE AND 8' OF 6" DIP DOMESTIC WATER LINE (FIELD VERIFYLOCATION OF VALVE) CAP 6" FLANGE TO THE EAST AT THE EXISTING 8"X8"X6" TEE36. REMOVE EXISTING VALVE37. REMOVE CROSSWALK PAVEMENT MARKINGSCREEN WALLTANKSEXISTING STORM LINEEXISTING SANITARY LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTAPPROXIMATE LIMITS OF UTILITY LINE REMOVALAPPROXIMATE LIMITS OF ASPHALT PAVEMENT REMOVALCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CEC - CIVIL & ENVIRONMENTAL CONSULTANTS, INC DATED MAY 19, 2023.THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIESSHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED.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 PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.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.8. 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.GENERAL NOTESEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING1TAC REVIEW9-19-20232ADDENDUM 210-04-20233TAC COMMENT RESPONSE11-16-2023APPROXIMATE LIMITS OF CONSTRUCTIONTPTPTP
TREE PROTECTION REQUIRED4TAC COMMENT RESPONSE12-19-20235PR-011-5-202462-1-2024PR-05, TAC RESPONSE2/15/2024
DNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123BSTORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101FCORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGC100
STORAGEC101ATV CLASSROOMC141STUDIO BOFFICEC141BPASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101HCORRIDOR-C1528118911111611555554777771066613433334121514518222155577722248.0'4.6'6'R50'7'8.0'28.9'20.7'552121212222222277181818111818181815152323232323232324252566644441111113777202020202626172071712252031313018187331323232333333331515151515151835353322563277718183333206002040NEW BUILDING ADDITION16,000 SFSITE KEYNOTESCONCRETE PAVEMENT - SEE DETAIL D/G4.1CONCRETE SIDEWALK - SEE DETAIL A/G4.1ASPHALT PAVEMENT - SEE DETAIL O/G4.1CONCRETE STOOP - SEE STRUCTURAL DRAWINGLAWN AREA - SEE LANDSCAPE PLAN L1.0CONCRETE CURB - SEE DETAIL H/G4.1EXTERIOR STORAGE MASONRY SCREEN WALL - SEE ARCHITECTURAL PLANSUNDERGROUND STORMWATER DETENTION AREA - SEE DRAWING SU1.1 & SU2.11234567PROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED CONCRETE PAVEMENT/SIDEWALKPROPOSED STORM STRUCTUREPROPOSED SANITARY STRUCTUREPROPOSED LAWN AREA8PARKING SUMMARYHARD SURFACE91011COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G1.1SITE PLAN121. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY CEC - CIVIL & ENVIRONMENTAL CONSULTANTS, INC DATED MAY 19, 2023. THEENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED.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. SEE SHEET G1.2 FOR STRIPING AND SIGNAGE PLAN.5. SEE SHEET G1.3 FOR CONCRETE JOINTING PLAN.6. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.7. FLOOD ROUTING PATH FROM PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.8. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.9. 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 RESOLVE WITHTHE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONEFOOT OF PROPOSED RIGHT-OF-WAY LINE.10. 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.GENERAL NOTES131415PRECAST PARKING BUMPER - SEE DETAIL D/G4.21617ALUMINUM HANDRAIL - SEE DETAIL E/G4.2EXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGPROPOSED ASPHALT PAVEMENT18R100'R100'R15'R3'R10'R5'R20'R10'R2'R2'R10'R15'R5'R25'TRASH DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANS & DWG 10/S3.01, 19STEEL BOLLARD - PER DETAIL Q/G4.1 20CONCRETE/ASPHALT INTERFACE - DETAIL G/G4.121MONOLITHIC CURB & WALK - SEE DETAIL B/G4.122PAVEMENT MARKING - SEE STRIPING AND SIGNAGE PLAN G1.210
.
0
'CONCRETE COLLAR - SEE DETAIL N/G4.123CONCRETE EQUIPMENT PAD (±25'-0" X ±20'-0") FOR DUST COLLECTOR AND WELDING 24EXHAUST - SEE DETAIL M/G4.1 (COORDINATE WITH MEP PLANS FOR SIZE AND ADA PARKING SIGN - SEE STRIPING AND SIGNAGE PLAN G1.225CONCRETE EQUIPMENT PAD (12' X 20') WITH ABOVE GROUND TANK - SEE DETAIL M/G4.1 (REFER TO MEP PLANS FOR SIZE AND LOCATION)SHREDDED HARDWOOD MULCH PLANTING BED - SEE LANDSCAPE PLAN L1.0OIL CONTAINMENT TANK, CONCRETE PIT AND CANOPY, SEE SHEET G4.2 FOR 26LOCATION)PROVIDE TWO SWING GATES, CITY SCAPES - TOUGHGATE (PVC VERTICAL PLANK INFILL SERIES - MADISON STYLE) ADDITIONAL LAYOUT INFORMATION AND STRUCTURAL PLAN SHEET S1.01 & 2
2
.
0
'6'SEE ENLARGEMENT B/G4.3SEE ENLARGEMENT A/G4.3SEE ENLARGEMENT A/G4.4TAPER CURB FROM 6" TO 1"271TAC REVIEW9-19-20232ADDENDUM 210-04-202310'6" PIPE BOLLARD - SEE DETAIL 1/G4.130NEW TRENCH DRAIN - SEE DETAIL ON SHEET SU2.1313TAC COMMENT RESPONSE11-16-2023APPROXIMATE LIMITS OF CONSTRUCTION32ADA RAMP TYPE A - SEE DETAIL R/G4.1 (SIMILAR)EXISTING/RELOCATED SIGN - SEE STRIPING AND SIGNAGE PLAN G1.233DETAILS 12 & 17/S3.034PR-011-5-20245PR-021-11-20248' HT. BASTEEL BENNINGTON STYLE FENCE PANELS AND POSTS DOUBLE SWING GATE (2 - 10'-0" GATES) WITH BASTEEL INFINITY STYLE 8' HEIGHTDOUBLE SWING GATE (2 - 6'-0" GATES) WITH BASTEEL INFINITY STYLE 8' HEIGHT5'-0" SWING GATE BASTEEL INFINITY STYLE 8' TALL WITH WEATHERPROOF PANIC HARDWARE MOUNTED TO DOOR 348' HT. BASTEEL BENNINGTON STYLE FENCE PANELS AND POSTS W/ DOUBLE SWING GATE (BASTEEL INFINITY STYLE) ROLLING GATE (BASTEEL INFINITY STYLE) FOR A 12'-0" WIDE OPENING AND 8'-0" HEIGHT635ADA RAMP TYPE B - SEE DETAIL S/G4.1 (SIMILAR)2-1-2024PR-05, TAC RESPONSE2/15/2024
DNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123B
STORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101FCORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGC100STORAGEC101ATV CLASSROOMC141STUDIO BC141AOFFICEC141BPASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101HCORRIDOR-C152319.0'6'R50'20'22223444557'7'
7'9'9'7'9'9'8'10'9'20'666655R50.0'120
.
0
'9.0'225.0'5.0'778925.0'25.0'8108107206002040NEW BUILDING ADDITION16,000 SFSTRIPING & SIGNAGE KEYNOTES123456PROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED STORM STRUCTUREPROPOSED SANITARY STRUCTURECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G1.2STRIPING & SIGNAGE PLANGENERAL NOTESEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING4" WIDE WHITE PAVEMENT STRIPE AT 3'-0" O.C. AT 45° ANGLE - PER DETAIL C/G4.24" WIDE WHITE PAVEMENT MARKING - PER SPECIFICATIONS 4" WIDE BLUE PAVEMENT MARKING - PER SPECIFICATIONS 4" 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/G4.2ADA PARKING SIGN - PER DETAIL A/G4.21. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC - CIVIL & ENVIRONMENTALCONSULTANTS, INC DATED MAY 19, 2023. THE ENGINEER MAKESNO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.1TAC REVIEW9-19-20232TAC COMMENT RESPONSE11-16-2023APPROXIMATE LIMITS OF CONSTRUCTION7RELOCATED NO PARKING SIGN 8EXISTING STOP SIGN 9EXISTING WAYFINDING SIGN3PR-011-5-2024442-1-2024PR-05, TAC RESPONSE102' WIDE X 12' LONG STOP BAR (PAINTED WHITE THERMOPLASTIC)42/15/2024
DNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123BSTORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101F
CORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGSTORAGEC101ATV CLASSROOMC141STUDIO BOFFICEC141BPASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101H-C15212111111112223332223324488888887777722233322338665556666555551566665555566699999996511010101010108116665561166111166665332613288864883233206002040NEW BUILDING ADDITION16,000 SFSITE KEYNOTESISOLATION JOINT - SEE DETAIL L/G4.1 SIDEWALK CONTROL JOINT - SEE DETAIL C/G4.1SIDEWALK EXPANSION JOINT - SEE DETAIL C/G4.1NEW SIDEWALK TO EXISTING SIDEWALK CONNECTION - SEE DETAIL F/G4.1CONCRETE PAVEMENT CONTROL JOINT - SEE DETAIL E/G4.1CONCRETE PAVEMENT EXPANSION JOINT - SEE DETAIL E/G4.1ASPHALT PAVEMENT/CONCRETE PAVEMENT INTERFACE - PER DETAIL G/4.1CONCRETE CURB CONNECTION TO EXISTING CURB - SEE DETAIL K/G4.1 1234567PROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED CONCRETE PAVEMENT/SIDEWALKPROPOSED STORM STRUCTUREPROPOSED SANITARY STRUCTURE8COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G1.3CONCRETE JOINTING PLANGENERAL NOTESEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGPROPOSED ASPHALT PAVEMENTEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJEJ9CONCRETE COLLAR - SEE DETAIL N/G4.11. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC - CIVIL & ENVIRONMENTALCONSULTANTS, INC DATED MAY 19, 2023. THE ENGINEER MAKESNO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.10CONCRETE STOOP/APRON - SEE STRUCTURAL DRAWINGEJEXPANSION JOINTTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYP1TAC REVIEW9-19-20232ADDENDUM 210-04-2023EJTYPEJEJEJEJEJAPPROXIMATE LIMITS OF CONSTRUCTION3TAC COMMENT RESPONSE11-16-20234PR-011-5-2024552-1-2024PR-05, TAC RESPONSE2/15/2024
DNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123BSTORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101FCORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107 ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGSTORAGEC101ATV CLASSROOMC141OFFICEC141B
PASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138 CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101H-C152FDCFDCFDC FDC FDC FDCNEW BUILDING ADDITION16,000 SFFFE = 852.88DWDW UNDERGROUND DETENTION SYSTEMTOTAL CONTRIBUTING AREA = 1.36 ACRESBOTTOM OF CHAMBERS = 841.00TOP OF CHAMBERS = 844.7510 YEAR ELEVATION = 842.4010 YEAR RELEASE RATE = 4.13 CFS10 YEAR STORAGE VOLUME = 0.063 AC/FT100 YEAR ELEVATION = 844.72100 YEAR RELEASE RATE = 6.36 CFS100 YEAR STORAGE VOLUME = 0.127 AC/FT206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G2.1GRADING PLANGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBTOP OF RIMFINISH FLOOR ELEVATIONEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONMEGTCBCTORTCBC750.65FFE1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THEAREA, 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 PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.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.8. 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.GENERAL NOTESEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGEXISTING STORM LINEEXISTING SANITARY LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED STORM LINEPROPOSED SANITARY LINEPROPOSED MANHOLE (STORM / SANITARY)PROPOSED STORM INLETPROPOSED / RELOCATED GAS LINE1TAC REVIEW9-19-20231. SEE SHEET G5.2 FOR ADDITIONAL GRADING INFORMATION.. KEYNOTES2ADDENDUM 210-04-202313TAC COMMENT RESPONSE11-16-2023APPROXIMATE LIMITS OF CONSTRUCTION4PR-011-5-20242-1-2024PR-05, TAC RESPONSE5ENLARGED PLAN1" = 10'552/15/2024
LOT 15LOT 16FDCFDCFDC FDC FDC FDCDNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123BSTORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101FCORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107 ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGSTORAGEC101ATV CLASSROOMC141OFFICEC141B
PASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138 CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101H-C152NEW BUILDING ADDITION16,000 SFFFE = 852.88MLAG = 851.91, MFPG = 852.91DWDW TO COOL CREEKST-201ST-202ST-204ST-203ST-206ST-207ST-205ST-104ST-103ST-101ST-102ST-301ST-302206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G2.1AEMERGENCY FLOOD ROUTING PLANGRADING PLAN LEGENDEXISTING SPOT ELEVATIONMATCH EXISTING GRADETOP OF CURBBOTTOM OF CURBTOP OF RIMFINISH FLOOR ELEVATIONEXISTING CONTOUR W/ ELEVATIONPROPOSED CONTOUR W/ ELEVATIONPROPOSED SPOT ELEVATIONPROPOSED CURB ELEVATIONMEGTCBCTORTCBC750.65FFE1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.GENERAL NOTESEXISTING STORM LINEEXISTING SANITARY LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED STORM LINEPROPOSED SANITARY LINEPROPOSED MANHOLE (STORM / SANITARY)PROPOSED STORM INLETPROPOSED / RELOCATED GAS LINEEMERGENCY FLOOD ROUTING PATH100 YEAR INLET CASTING CAPACITY ELEVATION TABLESTRUCTURENUMBER100 YEAR ELEVATION(INLET 50% CLOGGED)101EXISTINGNEENAH INLETCASTING TYPE852.00TOP OF CASTINGELEVATION852.00100 YEAR ELEVATION(INLET 100% CLOGGED)852.00102R-3472851.30851.59851.91203R-3287-SB10849.65850.15850.15205 R-3286-8V 851.18851.18851.18201 R-3286-8V 851.54851.54852.54202 R-3287-10V 850.58850.58851.581TAC COMMENT RESPONSE11-16-20232TAC COMMENT RESPONSE12-19-2023222222/15/2024
NEW BUILDING ADDITION16,000 SFFFE = 852.88WWWWWWWWWWWWWWWW WW
222221SF34445555566667772WW2UNDERGROUNDDETENTIONSYSTEM222772TP
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888888206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G3.1PRE-DEVELOPED EROSIONCONTROL PLANEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING EROSION CONTROL KEYNOTES1. SILT FENCE - SEE DETAIL B/G3.42. INLET SEDIMENT PROTECTION - SEE DETAIL E/G3.43. CONSTRUCTION ENTRANCE DRIVE - SEE DETAIL F/G3.44. SWPPP INFORMATION BOARD - SEE DETAIL G/G3.45. CONSTRUCTION LIMITS6. DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEANAND WORK AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OFVEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTOROADS OR OTHER PAVED AREAS.7. WEIGHTED WATTLE (GATOR GUARD OR APPROVED EQUAL)8. PROTECT TREES TO REMAIN - PER DETAIL F/L2.0CONTACT:JACOB BOWERCONTACT ADDRESS:3834 SOUTH EMERSON AVENUEINDIANAPOLIS, IN. 46203CONTACT PHONE:317-788-5142EMAIL:JBOWER@SKILLMAN.COMEROSION CONTROL:RESPONSIBLE PARTYCONTACT INFORMATIONFLOOD INFORMATION:THE SITE LIES IN ZONE "X" (AREA OF 500 YEAR FLOOD; AREAS OF100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOTOR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ANDAREA PROTECTED BY LEVEES FROM 100 YEAR FLOOD) OF FIRMCOMMUNITY PANEL NO. 18057C0226G, DATED NOVEMBER 19, 2014.EROSION CONTROL NOTES1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BYTHE INSPECTOR.2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORKAREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHERPAVED AREAS.3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCEWITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICALSTANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANSAND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TOTHE REQUIREMENTS AS SET FORTH IN THE MANUAL.1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIESIN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION ANDDEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER.4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM 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 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.7. REFER TO EROSION CONTROL DETAILS ON SHEET G3.48. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BEPRIVATE OWNED.9. FLOOD ROUTING PATH FROM PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.10. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.11. 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.12. 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.GENERAL NOTESEROSION CONTROL LEGENDSEDIMENT BAG INLET PROTECTIONAPPROXIMATE LIMITS OF CONSTRUCTIONSILT FENCESFWEIGHTED WATTLEWWSTONE CONSTRUCTION ENTRANCECONSTRUCTION FENCEEXISTING DRAINAGE FLOW DIRECTION1TAC REVIEW9-19-2023222TAC COMMENT RESPONSE11-16-20232TPTPTP
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121212121212206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G3.2EROSION CONTROLPLANEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDING EROSION CONTROL KEYNOTES1. SILT FENCE - SEE DETAIL B/G3.42. INLET SEDIMENT PROTECTION - SEE DETAIL E/G3.43. CONSTRUCTION ENTRANCE DRIVE - SEE DETAIL F/G3.44. SWPPP INFORMATION BOARD - SEE DETAIL G/G3.45. CONSTRUCTION LIMITS6. DURING CONSTRUCTION KEEP PAVEMENT AND SIDEWALKS CLEANAND WORK AREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OFVEHICLES BEFORE LEAVING SITE TO AVOID TRACKING SOIL ONTOROADS OR OTHER PAVED AREAS.7. WEIGHTED WATTLE (GATOR GUARD OR APPROVED EQUAL)SEE DETAIL H/SU3.48. TEMPORARY SEED DISTURBED OR MULCH DISTURBED AREASDURING CONSTRUCTION - SEE SEASONAL SOIL PROTECTIONCHART ON SHEET G3.4 FOR SEEDING SPECIFICATIONS9. PORTABLE TOILET - ANCHOR TO PREVENT SPILLS10. CONCRETE WASHOUT WITH "CONCRETE WASHOUT" SIGN -SEE DETAIL C & D/G3.411. CONSTRUCTION TRAILERS, CONEX BOXES AND LAYDOWN AREA.FINAL LOCATIONS TO BE COORDINATED BY CONTRACTOR.12. PROTECT TREES TO REMAIN - PER DETAIL F/L2.0FLOOD INFORMATION:THE SITE LIES IN ZONE "X" (AREA OF 500 YEAR FLOOD; AREAS OF100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOTOR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; ANDAREA PROTECTED BY LEVEES FROM 100 YEAR FLOOD) OF FIRMCOMMUNITY PANEL NO. 18057C0226G, DATED NOVEMBER 19, 2014.EROSION CONTROL NOTES1. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MY BE REQUIRED BYTHE INSPECTOR.2. DURING CONSTRUCTION KEEP PAVEMENTS AND SIDEWALKS CLEAN AND WORKAREAS IN AN ORDERLY CONDITION. CLEAN WHEELS OF VEHICLES BEFORELEAVING THE SITE TO AVOID TRACKING SOIL ONTO ROADS, WALKS, OR OTHERPAVED AREAS.3. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCEWITH CHAPTER 600 OF THE CITY OF CARMEL STORMWATER TECHNICALSTANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANSAND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TOTHE REQUIREMENTS AS SET FORTH IN THE MANUAL.1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEESTHAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIESIN THE AREA, EITHER IN SERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECTAREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION ANDDEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANYDISCREPANCIES TO THE ENGINEER.4. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVEDSTORM 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 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.7. REFER TO EROSION CONTROL DETAILS ON SHEET G3.48. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BEPRIVATE OWNED.9. FLOOD ROUTING PATH FROM PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.10. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.11. 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.12. 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.GENERAL NOTESEROSION CONTROL LEGENDSEDIMENT BAG INLET PROTECTIONAPPROXIMATE LIMITS OF CONSTRUCTIONAPPROXIMATE LIMITS OF TEMPORARY SEEDINGCWINDICATES LOCATION OF CONCRETE WASHOUTSILT FENCEPTINDICATES LOCATION OF PORTABLE TOILETSSFWEIGHTED WATTLEWWSTONE CONSTRUCTION ENTRANCECONSTRUCTION FENCEEXISTING DRAINAGE FLOW DIRECTION1TAC REVIEW9-19-20232TAC COMMENT RESPONSE11-16-2023222CONTACT:JACOB BOWERCONTACT ADDRESS:3834 SOUTH EMERSON AVENUEINDIANAPOLIS, IN. 46203CONTACT PHONE:317-788-5142EMAIL:JBOWER@SKILLMAN.COMEROSION CONTROL:RESPONSIBLE PARTYCONTACT INFORMATION2TPTP
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YmsB2YclAPROJECT SITESOILS MAPSOIL TYPESVICINITY 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 FOR A PERIOD EXCEEDING 7 DAYS. THESE AREAS ARE PLANNED FORTEMPORARY SEEDING ACCORDING TO THE SEEDING TABLE PROVIDED ON THE EROSION CONTROLDETAIL SHEET.MULCH AND STONE MAY BE USED AS WELL TO STABILIZE BARE SOIL. STABILIZATIONMUST BE COMPLETED 14 DAYS AFTER INITIATION.B4 SEDIMENT CONTROL MEASURES FOR CONCENTRATED FLOWEROSION CONTROL BLANKET SERVES AS CONCENTRATED FLOW SEDIMENT CONTROL MEASURES.THESE MEASURES ARE SHOWN ON THE EROSION CONTROL PLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.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.B6 RUNOFF CONTROL MEASURESRUNOFF CONTROL MEASURES INCLUDE SILT FENCE WHICH IS SHOWN ON THE EROSION CONTROL PLANS. DETAILS CAN BE FOUND ON THE EROSION CONTROL PLAN.B7 STORMWATER OUTLET PROTECTIONSTORM WATER OUTLETS ALL DISCHARGE DIRECTLY TO NEW STORM SEWER STRUCTURES. OUTLETS ARE SHOWN ON THE EROSION CONTROL PLANS.B8 GRADE STABILIZATION STRUCTURESRIP RAP APRONS AT OUTLETS WILL BE UTILIZED TO PREVENT GRADE DESTABILIZATION. SEEEROSION CONTROL PLANS FOR LOCATIONS. DETAILS CAN BE FOUND ON THE EROSION CONTROLPLANS.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.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 OR REPLACED.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 TEMPORARY STONE CONSTRUCTION ENTRANCESHALL BE INSTALLED. IMMEDIATELY UPON MOBILIZING, THE CONTRACTOR SHALL POST THENECESSARY PERMITS AND CONSTRUCTION GENERAL STORMWATER PERMIT DOCUMENTATION ATTHE ENTRANCE TO THE SITE. PRIOR TO STARTING EARTHWORK OPERATIONS OR ANY OTHER SOILDISTURBING ACTIVITY, ALL THE SILT FENCE SHALL BE INSTALLED . ALONG WITH THE SILT FENCEINSTALLATION, ALL EXISTING INLETS SHALL BE PROTECTED AS INDICATED ON THEPLAN.TEMPORARY SEEDING, EROSION CONTROL BLANKET AND RIPRAP SHALL BE INSTALLED ASEARTHWORK IS IMPLEMENTED. FINAL STABILIZATION SHALL INCLUDE REMOVAL OF ALL TEMPORARYCONTROL MEASURES, INSTALLATION OF TOPSOIL AND SEEDING IN AREAS TO RECEIVE PERMANENTSEEDING HAS BEEN ACHIEVED WITH 70% COVERAGE REALIZED, FINAL GRADES AND COMPACTIONARE COMPLETE, STORM STRUCTURES AND ROAD SURFACES HAVING BEEN CLEANED.B14 MATERIAL HANDLING AND SPILL PREVENTIONSPILL PREVENTION SHALL BE ACCOMPLISHED BY UTILIZING SPILLGUARDS FOR EQUIPMENTFUELING. EQUIPMENT IN NEED OF REPAIR SHALL BE REMOVED FROM SITE FOR THE NECESSARYMAINTENANCE. NO EQUIPMENT SPILLGUARDS SHALL BE 3'X3'X6" AND SHALL BE CONSTRUCTED OFA MATERIAL RESISTANT TO PETROLEUM PRODUCTS. ON-SITE FUEL STORAGE TANKS SHALL HAVEEMERGENCY STORAGE CAPACITY DIRECTLY BELOW THE TANK IN CASE OF RUPTURE. ANYHAZARDOUS MATERIAL SPILLAGE SHALL BE COLLECTED AND/OR CLEANED IMMEDIATELY BY ATRAINED INDIVIDUAL AND DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCALREGULATIONS.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 MEASURESUNDERGROUND DETENTION SYSTEMTHE UNDERGROUND DETENTION SYSTEM WILL TEMPORARILY HOLD, ANDGRADUALLY RELEASE EXCESS STORMWATER FROM STORM EVENTS. DETENTION ISACHIEVED THROUGH THE USE OF AN OUTLET STRUCTURE THAT REGULATES THERATE OF STORMWATER OUTFLOW. ISOLATOR ROWS WITHIN THE SYSTEM WILLREMOVE SEDIMENT FROM THE STORMWATER PRIOR TO DISCHARGEING FROM THESITE.MECHANICAL BMPA BMP STRUCTURE WILL BE PLACED AT THE DOWNSTREAM END OF THE STORMSEWER SYSTEM, PRIOR TO THE UNDERGROUND DETENTION SYSTEM. THE PRIMARYPURPOSE OF THIS BMP IS TO REMOVE SEDIMENT, OILS AND FLOATABLE DEBRISFROM THE STORMWATER PRIOR TO DISCHARGING FROM THE SITE.SEDIMENT SUMPA SEDIMENT SUMP IS DESIGNED TO RETAIN GRIT AND DEBRIS BELOW THE POINT OFOVERFLOW.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 SHEETC4 SEQUENCE OF STORMWATER MEASURE IMPLEMENTATIONTHE UNDERGROUND DETENTION SYSTEM IS LOCATED ON THE WEST SIDE OF THEMAIN BUILDING AND THE NORTH SIDE OF THE NEW BUILDING ADDITION.OBSERVATION OF THIS WILL BE CONDUCTED THROUGHOUT ITS CONSTRUCTION ANDA 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.UNDERGROUND DETENTION SYSTEMINSPECT PERIODICALLY AS NEEDED AFTER EACH MAJOR RAINFALL EVENT OR ATLEAST EVERY SIX MONTHS. ANY TRASH OR DEBRIS ACCUMULATED WITHIN THESYSTEM SHOULD BE REMOVED IMMEDIATELY. SEDIMENT AND TRASH DEBRIS SHALLBE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL APPLICABLE LAWS.MECHANICAL BMPFREQUENT INSPECTION AND CLEANING IS CRITICAL FOR PROPER OPERATION.RECOMMENDED INSPECTION AND MAINTANCE SCHEDULES VARY WITHMANUFACTURER.SEDIMENT SUMPFREQUENT INSPECTION AND CLEANING IS CRITICAL FOR PREVENTING/REDUCINGSEDIMENT FROM ENTERING THE UNDERGROUND DETENTION SYSTEM. RECOMMENDINSPECTING AFTER EACH MAJOR RAINFALL EVENT.C6 RESPONSIBLE ENTITY FOR POST CONSTRUCTION MEASURESTHE SKILLMAN GROUPJACOB BOWER3834 SOUTH EMERSON AVENUEINDIANAPOLIS, IN. 46203PHONE: 317-788-5142EMAIL: jbower@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 EAST OF RICHLANDAVE AND SOUTH OF AUDUBON DR. IN THE CITY OF CARMEL - PROPERTY ADDRESS IS502 E. MAIN ST.A3 PROJECT NARRATIVETHIS PROJECT INVOLVES THE CONSTRUCTION OF A NEW ADDITION, RENOVATIONS TOTHE EXISTING BUILDING, REVISIONS TO AN EXISTING ASPHALT PARKING LOT ANDASSOCIATED INFRASTRUCTURE REVISIONS.A4 LATITUDE AND LONGITUDELATITUDE N 39° 58' 47.69"; LONGITUDE W 86° 07' 10.00"A5 LEGAL DESCRIPTIONTHE PROJECT PROPERTY IS LOCATED IN HAMILTON COUNTY INDIANA ON THE CARMELHIGH SCHOOL CAMPUS. (LEGAL DESCRIPTION UNDER SEPERATE COVER)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 ON ALL SIDES.A9 IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDLCOOL CREEK DOES NOT HAVE AN ESTABLISHED TMDLA10 RECEIVING WATERSTHE RECEIVING WATER IS COOL CREEK LOCATED ON THE SOUTH SIDE OF SMOKEYROW ROAD.A11 IDENTIFICATION OF DISCHARGES TO WATER ON 303(d) LISTVIA THE IDEM ATTAINS RECORD COOL CREEK IF THREATEND BY ELEVATED PATHOGENLEVELS.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 GENERALLY SLOPES FROM SOUTH TO NORTH.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 NO EXISTING RETENTION OR DETENTION FACILITIES LOCATED ON ORDOWNSTREAM OF THE PROJECT SITE.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 1.88± ACRES. THE PROJECT AREA IS DEPICTED ONTHE EROSION CONTROL PLANSA23 DISTURBED AREATHE TOTAL OF DISTURBED AREA IS TO BE 1.24± 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 WEST 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 COOL 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.A30 CONSTRUCTION SUPPORT ACTIVITIESSTAGING AREA FOR CONSTRUCTION LAYDOWN IS PLANNED FOR THE NORTH SIDE OFTHE PROJECT AREA. 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: 05120201090030A33 PRE-CONSTRUCTION AND POST CONSTRUCTION PEAK DISCHARGEQ PRE (10YR.) = 7.20 cfs Q POST (10 YR.) = 4.13 cfsASSESSMENT OF CONSTRUCTION PLAN ELEMENTSSECTION ASHEET REFERENCETOPO (1 OF1) TOPOGRAPHIC SURVEYG1.1SITE PLANG2.1GRADING PLANG3.2EROSION CONTROL PLANG3.3SWPP PLANG3.4EROSION CONTROL DETAILSSU1.1UTILITY PLANSU2.1SITE UTILITY DETAILSSU2.2SITE UTILITY DETAILSSU2.3SITE 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 SIGNATUREWMP COOL CREEK WMPWATERSHED SPECIALIST KRISTI TODDPHONE317-308-3376EMAIL kmtodd@idem.in.govAUIDINW01A1_05AU NAMECOOL CREEKCATEGORY 2ASSESSEDYESIMPAIREDNOTHREATENEDNOON 303(d) LISTNOHAS TDMLNOHAS 4B PLANNOIDEM ATTAINSALUSFULLY SUPPORTINGFISHNOT ASSESSEDRECRFULLY SUPPORTINGCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.G3.3STORMWATER POLLUTIONPREVENTION PLANSURVEYED LAND DESCRIPTIONPART OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 30, TOWNSHIP18 NORTH, RANGE 4 EAST, OF THE SECOND PRINCIPAL MERIDIAN, CLAY TOWNSHIP,HAMILTON COUNTY, INDIANA, BEING MORE PARTICULARLY DESCRIBED BY TYLER J.THOMPSON, LS21400006 OF CIVIL & ENVIRONMENTAL CONSULTANTS, INC., AS PARTOF PROJECT NUMBER 303-103.0014 ON MAY 19, 2023, AS FOLLOWS:COMMENCING AT A HARRISON MONUMENT MARKING THE SOUTHEAST CORNER OFTHE NORTHWEST QUARTER OF SAID SECTION 30; THENCE SOUTH 89 DEGREES 45MINUTES 01 SECONDS WEST (INDIANA STATE PLANE EAST ZONE GRID BEARINGS)ALONG THE SOUTH LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 168.60 FEETTO THE SOUTHERLY EXTENSION OF THE WEST LINE OF HARROWGATE ADDITION ASRECORDED IN PLAT BOOK 2, PAGES 203-205 IN THE OFFICE OF THE RECORDER OFHAMILTON COUNTY, INDIANA; THENCE NORTH 00 DEGREES 27 MINUTES 19 SECONDSWEST ALONG SAID SOUTHERLY EXTENSION A DISTANCE OF 50.00 FEET TO THE NORTHRIGHT-OF-WAY OF MAIN STREET; THENCE SOUTH 89 DEGREES 45 MINUTES 01SECONDS WEST ALONG SAID RIGHT-OF-WAY A DISTANCE OF 493.49 FEET TO THESOUTHWEST CORNER OF A PARCEL CONVEYED TO CARMEL-CLAY SCHOOL BUILDINGCORPORATION IN DEED BOOK 215, PAGE 147 IN SAID RECORDER'S OFFICE AND BEINGTHE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89 DEGREES 45 MINUTES 01SECONDS WEST ALONG SAID RIGHT-OF-WAY A DISTANCE OF 291.08 FEET; THENCENORTH 00 DEGREES 14 MINUTES 59 SECONDS WEST ALONG SAID RIGHT-OF-WAY ADISTANCE OF 2.00 FEET TO THE NORTH RIGHT-OF-WAY OF MAIN STREET PER ROADPLANS PREPARED BY H.N.T.B. AS JOB NO. 8905-21-00 DATED APRIL 17, 1985; THENCESOUTH 89 DEGREES 45 MINUTES 01 SECONDS WEST ALONG SAID RIGHT-OF-WAY ADISTANCE OF 331.37 FEET TO THE EAST RIGHT-OF-WAY OF 4TH AVENUE NE PER ARIGHT-OF-WAY PARCEL CONVEYED TO THE CITY OF CARMEL IN INSTRUMENT NUMBER2021005901 IN SAID RECORDER'S OFFICE; THENCE ALONG SAID RIGHT-OF-WAYPARCEL FOR THE FOLLOWING FIVE (5) COURSES: 1) NORTH 44 DEGREES 56 MINUTES58 SECONDS WEST A DISTANCE OF 17.82 FEET; 2) THENCE NORTH 00 DEGREES 24MINUTES 34 SECONDS EAST A DISTANCE OF 44.74 FEET; 3) THENCE NORTH 00DEGREES 22 MINUTES 10 SECONDS WEST A DISTANCE OF 56.58 FEET; 4) THENCENORTH 01 DEGREES 51 MINUTES 04 SECONDS WEST A DISTANCE OF 44.83 FEET; 5)THENCE NORTH 86 DEGREES 11 MINUTES 16 SECONDS WEST A DISTANCE OF 24.47FEET TO THE WEST LINE OF THE EAST HALF OF THE NORTHWEST QUARTER OF SAIDSECTION 30; THENCE NORTH 00 DEGREES 20 MINUTES 38 SECONDS WEST ALONGSAID WEST LINE A DISTANCE OF 412.48 FEET TO THE SOUTHWEST CORNER OF APARCEL CONVEYED TO CARMEL CLAY SCHOOLS IN INSTRUMENT NUMBER200200073064 IN SAID RECORDER'S OFFICE; THENCE CONTINUING NORTH 00 DEGREES20 MINUTES 38 SECONDS WEST ALONG SAID WEST LINE A DISTANCE OF 264.00 FEETTO THE SOUTHWEST CORNER OF LOT 15 IN CARMELWOOD AS RECORDED IN DEEDBOOK 136, PAGE 365 IN SAID RECORDER'S OFFICE; THENCE NORTH 89 DEGREES 45MINUTES 01 SECONDS EAST ALONG THE SOUTH LINES OF SAID LOT 15 AND LOT 16 INCARMELWOOD A DISTANCE OF 200.27 FEET TO AN IRON PIPE MARKING THESOUTHEAST CORNER OF SAID LOT 16; THENCE NORTH 00 DEGREES 14 MINUTES 59SECONDS WEST ALONG THE EAST LINE OF SAID LOT 16 A DISTANCE OF 165.52 FEETTO THE SOUTH RIGHT-OF-WAY OF RE-LOCATED SYLVAN STREET PER INSTRUMENTNUMBER 200500083518 IN SAID RECORDER'S OFFICE, BEING A POINT ON ANON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 113.00 FEET, THE RADIUSPOINT OF WHICH BEARS SOUTH 24 DEGREES 48 MINUTES 09 SECONDS EAST; THENCEALONG SAID RIGHT-OF-WAY FOR THE FOLLOWING FIVE (5) COURSES: 1) EASTERLYALONG SAID CURVE AN ARC DISTANCE OF 43.30 FEET TO A POINT WHICH BEARSNORTH 02 DEGREES 50 MINUTES 51 SECONDS WEST FROM SAID RADIUS POINT BEINGA POINT ON A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET,THE RADIUS POINT OF WHICH BEARS SOUTH 03 DEGREES 42 MINUTES 04 SECONDSEAST; 2) THENCE EASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 44.29 FEET TOA POINT WHICH BEARS NORTH 35 DEGREES 20 MINUTES 28 SECONDS EAST FROMSAID RADIUS POINT BEING A POINT ON A NON-TANGENT CURVE TO THE LEFT HAVINGA RADIUS OF 200.65 FEET, THE RADIUS POINT OF WHICH BEARS NORTH 35 DEGREES19 MINUTES 35 SECONDS EAST; 3) THENCE EASTERLY ALONG SAID CURVE AN ARCDISTANCE OF 211.24 FEET TO A POINT WHICH BEARS SOUTH 24 DEGREES 59 MINUTES37 SECONDS EAST FROM SAID RADIUS POINT BEING A POINT ON A NON-TANGENTCURVE TO THE LEFT HAVING A RADIUS OF 141.29 FEET, THE RADIUS POINT OF WHICHBEARS NORTH 30 DEGREES 22 MINUTES 42 SECONDS WEST; 4) THENCENORTHEASTERLY ALONG SAID CURVE AN ARC DISTANCE OF 134.65 FEET TO A POINTWHICH BEARS SOUTH 84 DEGREES 58 MINUTES 50 SECONDS EAST FROM SAID RADIUSPOINT; 5) THENCE NORTH 03 DEGREES 58 MINUTES 25 SECONDS EAST A DISTANCE OF48.45 FEET TO THE SOUTHWEST CORNER OF LOT 5 IN SAID CARMELWOOD; THENCENORTH 89 DEGREES 35 MINUTES 21 SECONDS EAST ALONG THE SOUTH LINE OF SAIDLOT 5 A DISTANCE OF 101.58 FEET TO THE WEST LINE OF SAID PARCEL RECORDED INDEED BOOK 215, PAGE 147; THENCE SOUTH 00 DEGREES 20 MINUTES 38 SECONDSEAST ALONG SAID WEST LINE A DISTANCE OF 1,141.40 FEET TO THE POINT OFBEGINNING, CONTAINING 14.572 ACRES OF LAND, MORE OR LESS.PH: 1-888-233-77451-317-233-7745IDEM EMERGENCY SPILLPHONE INFORMATIONA1PLAN INDEXASSESSMENT OF CONSTRUCTION PLAN ELEMENTSA1 PLAN INDEX - SWPP PLAN SHEETA2 VICINITY MAP - SWPP PLAN SHEETA3 PROJECT NARRATIVE - SWPP PLAN SHEETA4 LATITUDES AND LONGITUDE - SWPP PLAN SHEETA5 LEGAL DESCRIPTION - SEE SURVEY SHEETSA6 11"X17" PLAN - SEPARATE DOCUMENTA7 BOUNDARIES 100 YEAR FLOODPLAINS, FLOODWAY FRINGES AND FLOODWAYS - SURVEY SHEETSA8 ADJACENT LAND USE - SWPP PLAN SHEETA9 IDENTIFICATION OF U.S. EPA APPROVED OR ESTABLISHED TMDLA10 RECEIVING WATERSA11 IDENTIFICATION 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:JACOB BOWERCONTACT ADDRESS:3834 SOUTH EMERSON AVENUEINDIANAPOLIS, IN. 46203CONTACT PHONE:317-788-5142EMAIL:JBOWER@SKILLMAN.COMEROSION CONTROL:RESPONSIBLE PARTYCONTACT INFORMATIONCONTACT:xxxxxxxxxxxxxxxxxxxxEMAIL:xxxxxxPh. No: xxx-xxx-xxxxONSITE CONTACTINFORMATION:1TAC REVIEW9-19-20232ADDENDUM 210-04-202333333TAC COMMENT RESPONSE11-16-20232/15/2024
G3.4EROSION CONTROL DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SILT 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 ACONSTRUCTION ENTRANCE - DETAIL FNO SCALENOTES:1. PLACE WHEREVER DIRT OR MUD COULD ENTER PUBLICSTREETS AND IN CONSTRUCTION TRAFFIC AREASREQUIRING DUST CONTROL2. PLACE ENTRANCE ON LEVEL GROUND WHERE POSSIBLE.3. PROVIDE A SEDIMENT TRAP OR SILT FENCE BARRIER FORRUNOFF FROM THE ENTRANCE AREA4. LIMIT THE NUMBER OF ACTUAL ENTRANCE CONSTRUCTEDFOR THE SITEMAINTENANCE:1. ENTRANCES REQUIRE PERIODIC TOP DRESSING OFSTONE2. PLACE NEW STONE IN SURFACE VOIDS3. USE ENTRANCE IN CONJUCTION WITH STREET SWEEPING4. REMOVE AGGREGATE AND SEPARATE SEDIMENT FORDISPOSAL WHEN ENTRANCE BECOMES CLOGGED5. REPAIR ANY PUBLIC ROAD PAVEMENT DAMAGE CAUSEDBY CONTSTRUCTION TRAFFIC FROM THE SITEMINIMUM 6" -#2 STONEGEOTEXTILESECTIONCOMPACTED SUBGRADE20' MIN.MINIMUM 6"OF #2 STONESEE P
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.SEE PLANS FOR DIMENSIONSSEE PLANS FORDIMENSIONS50'PRE-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 GNO 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 ENO SCALEHIGH VISIBILITY GREENPINE STRAW FILLEDHIGH VISIBILITY GREEN1TAC REVIEW9-19-202322TAC COMMENT RESPONSE11-16-20232/15/2024
G4.1SITE DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.1.5% 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 LNO 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 - EJCURB 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 JOINTCONCRETE COLLAR - DETAIL ND
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 HOLEBOLLARD - DETAIL QEXISTING PAVEMENTNEW PAVEMENT1"PAVEMENT INTERFACE - DETAIL P1" = 1'-0"NEW PAVEMENTMILLED SURFACESEE PAVEMENTDETAIL THIS SHEETEXISTING PAVEMENTSAWCUTTACK COAT1"SAWCUTTACK COATSEE PAVEMENTDETAIL THIS SHEET1 1/2"COMPACTED AGGREGATE #53MEDIUM DUTY ASPHALT PAVEMENT - DETAIL OCOMPACTED SUBGRADE1" = 1'-0"HMA SURFACE, TYPE A, 9.5 mmHMA BASE, TYPE A, 19.0 mmCOMPACTED AGGREGATE #2D
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 CAP1TAC REVIEW9-19-20232ADDENDUM 210-04-20233/4" = 1'-0"ASPHALT PAVEMENT SECTIONPER CITY STANDARDS6'-6"±6"2'-0"EXISTING SIDEWALKMATCH EXIST. GRADEGUTTER LINEBRICK PAVER TACTILEWARNING PER CITY OFCARMEL STANDARDS8"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.6"6"6'-0"1/4"12:1 (MAX.)2'-0"PROVIDE 1/2" DIA. EPOXY COATEDDOWELS AND 1/4" EXPANSIONJOINT WITH SEALANT ON ALLSIDES ADJACENT TO EXISTINGCONCRETEPLANELEVATIONADA ACCESSIBLE CURB RAMP - TYPE "A" - DETAIL RNO SCALEPER PLANPER PLAN1G4.13TAC COMMENT RESPONSE11-16-20234PR-011-5-2024BRICK PAVER TACTILEWARNING PER CITY OFCARMEL STANDARDSADA RAMP - TYPE B - DETAIL SNONE5BRICK PAVER TACTILEWARNING PER CITY OFCARMEL STANDARDS2-1-2024PR-05, TAC RESPONSE2/15/2024
G4.2SITE DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.NONEPAINTED 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 SCALE1/2" = 1'-0"HANDRAIL - DETAIL E1 1/2" OD CLEAR ANODIZED ALUMINUMHANDRAIL WITH 1 1/2" OD CLEAR ANODIZEDVERTICALS. CORE DRILL VERTICALS ANDPROVIDE NON-SHRINK GROUT WITH CLEARANODIZED ROUND ESCUTCHEON PLATES TOMATCH HANDRAIL (TYP.), SEE DETAIL F THISSHEETCORED INTO CONCRETE - DETAIL FTYPICAL GUARDRAIL POST6"
(MIN.)TOOL EDGE 1/2"AND FILL WITHSEALANTGUARDRAILPOSTNON-SHRINKGROUT4"(MIN.)3" DIAMETERCORE DRILLGUARDRAILPOSTSECTION VIEWPLAN VIEWEDGE OFCONCRETE1'-0"VERIFY W/ PLANS1'-0"3'-0"
1'-3"6" WHITE STRIPEBLUEWHITE1TAC REVIEW9-19-20232/15/2024
WALK-INC124C1111161214111111311111115730303051920171931201SITE KEYNOTESCONCRETE PAVEMENT - SEE DETAIL D/G4.1LAWN AREA - SEE LANDSCAPE PLAN L1.0CONCRETE CURB - SEE DETAIL H/G4.1DOUBLE SWING GATE (TWO 10'-0" GATES) WITH CITY SCAPES - TOUGHGATE (PVC157PROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED CONCRETE PAVEMENT/SIDEWALKPROPOSED STORM STRUCTUREPROPOSED SANITARY STRUCTUREPROPOSED LAWN AREA11COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G5.1ENLARGED SITE PLAN121. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC - CIVIL & ENVIRONMENTALCONSULTANTS, INC DATED MAY 19, 2023. THE ENGINEER MAKESNO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4. SEE SHEET G1.2 FOR STRIPING AND SIGNAGE PLAN.5. SEE SHEET G1.3 FOR CONCRETE JOINTING PLAN.GENERAL NOTESDOUBLE SWING GATE (2 - 6'-0" GATES) WITH CITY SCAPES - TOUGHGATE (PVC135' WIDE SWING GATE WITH CITY SCAPES - TOUGHGATE (PVC VERTICAL PLANK148' HT. CITY SCAPES COVRIT SCREENWALL ENCLOSURE WITH VERTICAL PLANKS AND STANDARD STIFFENER, FENCE PANELS AND POSTS, DOUBLE SWING GATEINFILL SERIES - MADISON STYLE) 8'-0" HEIGHT WITH WEATHERPROOF PANIC16PROPOSED ASPHALT PAVEMENTTRASH DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLANS & DWG 10/S3.01 PROVIDE TWO 19STEEL BOLLARD - PER DETAIL Q/G4.1 20CONCRETE EQUIPMENT PAD (12' X 20') WITH ABOVE GROUND TANK - SEE DETAIL M/G4.1 (REFER TO MEP PLANS FOR SIZE AND LOCATION)SWING GATES, CITY SCAPES - TOUGHGATE (PVC VERTICAL PLANK INFILL SERIES- MADISON STYLE) VERTICAL PLANK INFILL SERIES - MADISON STYLE) 8'-0" HEIGHTVERTICAL PLANK INFILL SERIES - MADISON STYLE) 8'-0" HEIGHTHARDWARE MOUNTED TO DOOR EXISTING BUILDINGNEW BUILDING ADDITION16,000 SF412048ENLARGED SITE PLAN A1/4" = 1'-0"ENLARGED SITE PLAN B1/4" = 1'-0"TAPER CURB FROM 6" TO 1"27R2.0000
'15.4'36.5'4.0'12.0'5.0'5.0'4.9'135°
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5.5'APPROXIMATE LIMITS OF CONSTRUCTION3TAC COMMENT RESPONSE11-16-20232/15/2024
UP8189147111212324202026202133155777661518426175728282929212121761118773317187412048SITE KEYNOTESCONCRETE PAVEMENT - SEE DETAIL D/G4.1ASPHALT PAVEMENT - SEE DETAIL O/G4.1CONCRETE STOOP/APRON - SEE STRUCTURAL DRAWINGLAWN AREA - SEE LANDSCAPE PLAN L1.0CONCRETE CURB - SEE DETAIL H/G4.1EXTERIOR STORAGE MASONRY SCREEN WALL - SEE ARCHITECTURAL PLANSROLLING GATE WITH CITY SCAPES - TOUGHGATE (PVC VERTICAL PLANK INFILL 134567PROPOSED SITE LEGENDEXISTING BUILDINGPROPOSED BUILDING ADDITIONEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED CONCRETE PAVEMENT/SIDEWALKPROPOSED STORM STRUCTUREPROPOSED SANITARY STRUCTUREPROPOSED LAWN AREA8911COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! G5.2ENLARGED SITE PLAN1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONALLEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWNWERE PROVIDED BY CEC - CIVIL & ENVIRONMENTALCONSULTANTS, INC DATED MAY 19, 2023. THE ENGINEER MAKESNO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWNCOMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER INSERVICE OR ABANDONED.3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THEPROJECT AREA INCLUDING UNDERGROUND UTILITYCONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITECONSTRUCTION. REPORT ANY DISCREPANCIES TO THEENGINEER.4. SEE SHEET G1.2 FOR STRIPING AND SIGNAGE PLAN.5. SEE SHEET G1.3 FOR CONCRETE JOINTING PLAN.GENERAL NOTES415PRECAST PARKING BUMPER - SEE DETAIL D/G4.28' HT. CITY SCAPES COVRIT SCREENWALL ENCLOSURE WITH VERTICAL PLANKS AND STANDARD STIFFENER, FENCE PANELS AND POSTS, DOUBLE SWING GATE17ALUMINUM HANDRAIL - SEE DETAIL E/G4.2PROPOSED ASPHALT PAVEMENT18STEEL BOLLARD - PER DETAIL Q/G4.1 20CONCRETE/ASPHALT INTERFACE - DETAIL G/G4.121PAVEMENT MARKING - SEE STRIPING AND SIGNAGE PLAN G1.2CONCRETE COLLAR - SEE DETAIL N/G4.123CONCRETE EQUIPMENT PAD (±25'-0" X ±20'-0") FOR DUST COLLECTOR AND WELDING 24EXHAUST - SEE DETAIL M/G4.1 (COORDINATE WITH MEP PLANS FOR SIZE AND SHREDDED HARDWOOD MULCH PLANTING BED - SEE LANDSCAPE PLAN L1.0OIL CONTAINMENT TANK, CONCRETE PIT AND CANOPY, SEE SHEET G4.2 FOR 26LOCATION)SERIES - MADISON STYLE) FOR A 12'-0" WIDE OPENING AND 8'-0" HEIGHTADDITIONAL LAYOUT INFORMATION AND STRUCTURAL DETAIL XX/S5.XNEW BUILDING ADDITION16,000 SFNEW BUILDING ADDITION16,000 SF4WASHED RIVER ROCK - PER LANDSCAPE PLAN L2.028STEEL EDGING - PER LANDSCAPE PLAN L2.0291R2
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0
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5.0'19.9'6.1'3.4'6.0'18.3'1TAC REVIEW9-19-20232/15/2024
FDCFDCFDC FDC FDC FDCDNUPUPCONSTRUCTIONTRADES LABC106ADVANCED MFG.INNOVATION LABC116COMPUTER ARTROOMC120TEACHERSWORKROOMC122CERAMICSCLASSROOM / LABC123DRAWINGCLASSROOM / LABC125DRAWINGCLASSROOM / LABC126DRAWINGCLASSROOM / LABC127JEWELRYCLASSROOM / LABC128PHOTOGRAPHYC129STORAGEC123ASTORAGE /MATERIALSC123BSTORAGEC117ASTORAGE /MATERIALSC117BDEPT. HEADOFFICEC122ASTORAGEC131AMEDIA DATAC131BDARKROOMC119ACORRIDORC131CMEDIA DATAC101CCORRIDORC101FCORRIDORC131CULINARY ARTSC124ADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115CORRIDORC131CLASSROOMC107 ADVANCED MFG.ARTISAN LABC107ACAD LABC109CAD LABC110STORAGEC101LOADING /RECEIVINGC100STORAGEC101ATV CLASSROOMC141STUDIO BC141AOFFICEC141BPASSAGEC138ASTUDIOC138BSTUDIOC138CSTUDIOC138DSTUDIOC138ESTUDIOC138 CULINARY ARTSC124CLOSETC124ADRY GOODSC124BWALK-INC124CSTORAGEC101VESTIBULEC101GELECTRICALC100BCAD LABC114STORAGEC115ASPRAY BOOTHC115CADVANCED MFG.CLEAN LABC116ASTORAGEC106AC107BCORRIDORC101JCORRIDORC101H
CORRIDOR-C152DWDWNEW BUILDING ADDITION16,000 SFFFE = 852.8826223719681214141513131215151818181812SEE PLUMBING PLANS16177152021202036111210101192371211111112134455559ST-104ST-101ST-103ST-105ST-201ST-102ST-302ST-205ST-301ST-300-OUTST-202ST-207ST-300-INST-206ST-204ST-203SAN-1SAN-3SAN-6SAN-2SAN-41INV. 848.131INV. 848.131INV. 848.131INV. 847.0011INV. 848.211INV. 847.882499991030292827UNDERGROUND DETENTION SYSTEMTOTAL CONTRIBUTING AREA = 1.36 ACRESBOTTOM OF CHAMBERS = 841.00TOP OF CHAMBERS = 844.7510 YEAR ELEVATION = 842.4010 YEAR RELEASE RATE = 4.13 CFS10 YEAR STORAGE VOLUME = 0.063 AC/FT100 YEAR ELEVATION = 844.72100 YEAR RELEASE RATE = 6.36 CFS100 YEAR STORAGE VOLUME = 0.127 AC/FTDETENTION BASIN EASEMENTDETENTION BASIN EASEMENT323135372331322323343822233940 STORM STRUCTURE TABLESTR.NO.101102103104105201202203204205206207300-IN300-OUT301302STRUCTUREExisting ManholeInlet Type "A"Type "C" ManholeType "C" ManholeExisting ManholeInlet Type "A"Inlet Type "M"Inlet Type "M"Type "C" ManholeType "C" ManholeType "C" ManholeAqua-Swirl XC-6Detention ChambersDetention ChambersOutlet Control StructureExisting ManholeSTRUCTUREDETAILREFERENCE-Sheet SU2.1Sheet SU2.1Sheet SU2.1-Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1Sheet SU2.1-CASTING TYPE-R-3472R-1772R-1772-R-3286-8VR-3287-10VR-3287-SB10R-1772R-3286-8VR-1772PER MAN.--R-1772-RIM852.00851.30851.98852.76851.87851.54850.58849.65849.96851.18850.35850.57850.45850.84851.04851.19INCOMING PIPE DATA(DIRECTION) [FROM STR]12" RCP 846.24 (W) []12" RCP 846.20 (S) []10" PVC Pipe 846.58 (SE) []18" RCP 845.73 (S) [101]12" RCP 846.43 (SW) [102]18" RCP 845.16 (W) [103]18" RCP 844.93 (S) [104]30" RCP 842.56 (W) []8" PVC Pipe 847.10 (S) []12" RCP 846.70 (W) [201]6" PVC Pipe 846.20 (S) []15" RCP 845.96 (W) [202]12" RCP 845.76 (N) [203]6" PVC Pipe 846.00 (S) []18" RCP 845.60 (W) [204]12" RCP 845.10 (S) [205]18" RCP 841.04 (W) [206]18" RCP 841.00 (S) [207]15" RCP 841.00 (W) [300-OUT]15" RCP 840.11 (SW) [301]30" RCP 839.97 (S) []15" RCP 842.97 (SE) []OUTGOING PIPE DATA(DIRECTION) [TO STR]18" RCP 846.08 (N) [103]12" RCP 846.54 (NE) [103]18" RCP 845.63 (E) [104]18" RCP 845.06 (N) [105]30" RCP 840.05 (NE) []12" RCP 847.03 (E) [202]15" RCP 846.20 (E) [204]12" RCP 845.96 (S) [204]18" RCP 845.66 (E) [206]12" RCP 845.23 (N) [206]18" RCP 841.10 (E) [207]18" RCP 841.04 (N) [300-IN]15" RCP 841.00 (E) [301]15" RCP 840.25 (NE) [302]30" RCP 839.87 (NW) []OUTGOINGPIPE L.F.58'33'67'19'2'104'75'26'16'42'9'8'8'13'2'OUTGOINGPIPE SIZE18"12"18"18"30"12"15"12"18"12"18"18"15"15"30"OUTGOINGGRADE0.60%0.32%0.70%0.70%0.00%0.32%0.32%0.75%0.40%0.32%0.55%0.55%0.00%1.15%0.00%CONNECT TOSTR.103103104105202204204206206207300-IN301302REMARKSCONNECT 10" ROOF DRAIN----CONNECT 6" ROOF DRAINCONNECT 6" ROOF DRAIN-CONNECT 6" ROOF DRAIN-------SANITARY STRUCTURE TABLESTR.NO.SAN-1SAN-2SAN-3SAN-4SAN-6STRUCTURE48" SAN. MANHOLE48" SAN. MANHOLE48" SAN. MANHOLE48" SAN. MANHOLEExisting ManholeSTRUCTUREDETAILREFERENCESheet SU2.2Sheet SU2.2Sheet SU2.2Sheet SU2.2-CASTING TYPER-1642-AR-1642-AR-1642-AR-1642-A-RIM851.82851.83852.33851.07851.99INCOMING PIPE DATA(DIRECTION) [FROM STR]12" PVC Pipe 839.55 (N) [SAN-2]12" PVC Pipe 839.67 (E) [SAN-3]12" PVC Pipe 839.93 (E) [SAN-4]12" PVC Pipe 840.16 (S) [SAN-6]12" PVC Pipe 840.34 (E) []8" PVC Pipe 841.47 (S) [SAN-CO2]OUTGOING PIPE DATA(DIRECTION) [TO STR]12" PVC Pipe 839.53 (SW) []12" PVC Pipe 839.67 (S) [SAN-1]12" PVC Pipe 839.93 (W) [SAN-2]12" PVC Pipe 840.16 (W) [SAN-3]12" PVC Pipe 840.28 (N) [SAN-4]OUTGOINGPIPE L.F.2'57'122'111'60'OUTGOINGPIPE SIZE12"12"12"12"12"OUTGOINGGRADE0.00%0.21%0.21%0.21%0.20%CONNECT TOSTR.SAN-1SAN-2SAN-3SAN-4REMARKS-----206002040COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! SU1.1UTILITY PLANUTILITY PLAN LEGENDEXISTING STORM LINEEXISTING SANITARY LINEEXISTING GAS LINEEXISTING WATER LINEEXISTING LIGHT POLEEXISTING STORM STRUCTUREEXISTING SANITARY STRUCTUREEXISTING FIRE HYDRANTPROPOSED STORM LINEPROPOSED SANITARY LINEPROPOSED MANHOLE STRUCTUREPROPOSED STORM INLET STRUCTURE1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDEDBY THE SURVEYOR. THE ENGINEER MAKES NO GUARANTEES THAT THEUNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH 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. THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATEOWNED.5. FLOOD ROUTING PATH FROM PARKING LOT WHEN 100 YEAR FLOOD ISEXCEEDED. PATH TRAVELS IN A NORTHERLY DIRECTION TO EXISTING INLETSLOCATED ON THE NORTH SIDE OF BRIDGE OVER COOL CREEK.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.8. 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 THECITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTINGCONDITION OF THE RIGHT-OF-WAY.GENERAL NOTES UTILITY KEYNOTES1. PROPOSED STORM CLEANOUT2. PROPOSED 6" PVC STORM LATERAL @ 1.50% MIN. SLOPE3. PROPOSED 10" PVC STORM LATERAL @ 1.50% MIN. SLOPE4. PROPOSED 6" PERIMETER UNDERDRAIN, CONNECT TO ST-301.5. PROPOSED PAVEMENT UNDERDRAIN, REQUIRED FOR EACHPROPOSED INLET.6. PROPOSED UNDERGROUND DETENTION CHAMBER SYSTEM WITHISOLATOR ROW, STORM TECH MC-3500 (32 CHAMBERS)7. CONNECT PROPOSED STORM PIPE(S) TO EXISTING STRUCTURE.MODIFY OR REPLACE EXISTING STORM STRUCTURE ASNECESSARY. ADJUST TOP OF CASTING TO MATCH PROPOSEDGRADE AS NECESSARY.8. PROPOSED OUTLET CONTROL STORM MANHOLE9. PROPOSED ELECTRICAL CONDUITS (TWO 6"), SEE ELECTRICAL SITEPLAN FOR ADDITIONAL INFORMATION.10. PROPOSED PRECAST CONCRETE ELECTRICAL MANHOLE (8'x4'x6'DEPTH). SEE ELECTRICAL SITE PLAN FOR ADDITIONALINFORMATION.11. PROPOSED SANITARY CLEANOUT12. PROPOSED 6" PVC SANITARY LATERAL @ 1.04% MIN. SLOPE13. PROPOSED SANITARY MANHOLE14. CONNECT PROPOSED SANITARY PIPE(S) TO EXISTING STRUCTURE.MODIFY EXISTING SANITARY STRUCTURE AS NECESSARY.15. PROPOSED 12" PVC SANITARY SEWER16. GREASE INTERCEPTOR (SEE PLUMBING PLANS)17. MONITORING MANHOLE / SAMPLING PORT (SEE PLUMBING PLANS)18. PROPOSED 4" GAS LINE (COORDINATE INSTALLATION WITHCENTERPOINT ENERGY)19. PROPOSED AQUA-SWIRL XC-6 BMP STRUCTURE20. PROPOSED 10" DUCTILE IRON PIPE WATER LINE21. FIRE HYDRANT ASSEMBLY22. POST INDICATOR VALVE (P.I.V.)23. PROPOSED 8" DUCTILE IRON PIPE FIRE PROTECTION LINE24. PROPOSED 8" PVC STORM LATERAL @ 1.50% MIN. SLOPE25. CONNECT EXISTING 8" VCP SANITARY PIPE TO NEW 8" PVC PIPEWITH A FERNCO COUPLING26. PROPOSED 8" PVC STORM LATERAL AT 1.80% SLOPE.27. 26.24' OF ACO K100 TRENCH DRAIN ( SEE ACO TRENCH DRAINDETAIL ON SHEET SU2.1)28. 23' OF ACO K100 TRENCH DRAIN (SEE ACO TRENCH DRAIN DETAILON SHEET SU2.1) FLOWING WEST TO EAST TO A K1 SERIES 900INLINE CATCH BASIN.T/RIM ELEV. = 851.92'29. 4" PVC STORM LATERAL @ 2.00% SLOPE30. PROVIDE A PVC WYE FITTING 8"x8"x4"31. TAP EXISTING MAIN IN THIS LOCATION AND PROVIDE FLANGED ENDCAP ON REMAINING SECTION OF PIPE TO THE EAST32. PROVIDE 8" DIA. VALVE AT TAP (CONFIRM EXISTING PIPE SIZE)33. CONNECT NEW 8" DIP FIRE PROTECTION LINE TO EXISTING 8" DIPLINE AT THIS LOCATION. PROVIDE THRUST BLOCK.34. 6" DIP DOMESTIC WATER LINE AT -5'-0" BELOW FINISH GRADE35. CONNECT NEW 6" DIP DOMESTIC WATER LINE TO EXISTING 6" DIP(FIELD VERIFY) DOMESTIC WATER LINE36. SECTIONAL VALVE37. PROVIDE A DOMESTIC SERVICE TAP AND VALVE FOR AN 8"X8"X6"DIP CONNECTION - VALVE ON 6" LATERAL.38. CONNECT NEW 8" DIP TO EXISTING 8" DIP AT THIS LOCATION (FIELDVERIFY LOCATION OF EXISTING 8" DIP)39. CAP EXISTING 6" DIP DOMESTIC WATER AND REMOVE VALVE.40. RELOCATE LIGHT POLE AS REQUIREDEXISTING BUILDINGEXISTING BUILDINGEXISTING BUILDINGPROPOSED / RELOCATED GAS LINE1TAC REVIEW9-19-20232ADDENDUM 210-04-20233TAC COMMENT RESPONSE11-16-2023APPROXIMATE LIMITS OF CONSTRUCTION4TAC COMMENT RESPONSE12-19-20234442/15/2024
SU2.1SITE UTILITY DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.SEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONFINISH GRADEASPHALTICMASTIC OR BUTYLRUBBER SEALBETWEEN JOINTSPRECAST CONCRETE ADJUSTINGRINGS AS NEEDED (12" OF RINGS MAX.)ECCENTRIC CONE OR REDUCERCAP AS REQUIRED BY SITECONDITIONS. CONE TOP TOMATCH ADJUSTING RING PROFILE.48" DIA.5"16"
TYP.PRECAST CONCRETESECTIONSPREFORMED HOLE TO MAX.OF PIPE O.D. + 6" W/ NONSHRINK CEMENT GROUTBENCHWALLS AT MIN. 1/2" PERFOOT SLOPE. BENCHWALLS TOBE CONSTRUCTED TO SPRINGLINE OF PIPE.MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTEDSUBGRADEPLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKETASPHALTIC MASTICOR BUTYL RUBBERSEAL AT JOINTSBASE 6" OR 8"PER SECTION3"#4 BAR @ 12" o.c.EACH WAY(STEEL MESHAREA = 0.12 SQ.IN./SQ. FT.)STORM MANHOLE TYPE "C" DETAIL1/2" = 1'-0"24" DIA.SEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.NOTES:1. MANHOLE CONFORMS TO ASTM C478, JOINTS CONFORM TO ASTM C443.2. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".3. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.
VARIES
16" MIN.12" TO 15""A"PIPE SIZE24" X 24"STRUCTURE SIZING CHART"F"30" X 30""M"24" X 36"1" = 1'-0"STORM INLET DETAILINSIDEDIMENSIONSINLETTYPE8"6"CLASS "A" PRECAST REINFORCEDCONCRETE BOXSEE STRUCTURE DATATABLE FOR PIPE SIZEAND INVERT ELEV.INSIDE DIMENSION* SEE SIZING CHART ABOVESEE STRUCTURE DATA TABLE FORCASTING TYPE AND ELEVATIONBASE SET ON 6" OF#8 OR #2 STONECOMPACTEDSUBGRADEINSIDE DIMENSION* SEE SIZING CHART ABOVE
MAX. NUMBER OFSIDES OF THEINLET WITH PIPES318" TO 24"315" TO 18"3NOTES:1. ALL STORM SEWER CASTINGS SHALL BE MARKED "DUMP NO WASTEDRAINS TO WATERWAYS".2. SEE UTILITY PLAN FOR STORM SEWER STRUCTURE DATA TABLE.FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASSTORM SEWER (PVC & HDPE) TRENCH DETAILNO SCALENOTES:1. ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2. A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.BcMIN.
4"12"MIN. 1.25 O.D.+12"MIN. 6" TOPSOILOUTSIDE PAVEMENT LIMITSPAVEMENT SECTIONREGULAR BACKFILL -GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED 90%REGULAR BACKFILL-GREATER THAN 5' FROMEDGE OF PAVEMENTCOMPACTED TO 90%#8 CRUSHED STONE OREQUIVALENT CLASS 1MATERIAL HAND TAMPEDOR WALKED INTO PLACE"B" BORROW (INDOT SPEC.) OREQUIVALENT GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITY1/6 Bc3"4"6"LEGEND MATERIAL BELOW PIPEd = DEPTH OF BEDDINGD = INSIDE DIAMETERBc = OUTSIDE DIAMETER30" TO 60"27" & SMALLER66" & LARGER D (d) MIN. 3/4" = 1'-0"DEPTH OF BEDDINGMATERIAL BELOW PIPENOTES:1. ALL BEDDING & INITIAL BACKFILLSHALL BE INSTALLED IN 6" TO 12"BALANCED LIFTS.2. A MIN. 9" CLEARANCE EACH SIDEOR PIPE FOR 42" DIA. AND LESS.REGULAR BACKFILL -GREATER THAN 5' FROM EDGEOF PAVEMENT COMPACTED 90%MIN. 1.25 O.D.+12"FOR PIPE LOCATED IN ANDWITHIN 5' OF PAVED AREASFOR PIPE LOCATEDIN GRASSED AREASBcMIN. 6" TOPSOILIN NON-PAVED AREASPAVEMENT SECTION"B" BORROW (INDOT SPEC.) OREQUIVALENET GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITY"B" BORROW (INDOT SPEC.) OREQUIVALENET GRANULARMATERIAL COMPACTED TO 95%STANDARD PROCTER DENSITYdSTORM SEWER (RCP) TRENCH DETAILSLOPEMIN.NOTE: CLEANOUTS IN PAVED AREAS TO BE ACCESSIBLE VIA YARDBOXES OR EXTENDED FLUSH WITH THE PAVING. COVER SHOULD BETHREADED TYPE, WATER TIGHT AND CAPPED.1/2" = 1'-0"CLEANOUT DETAILVARIES FINISH GRADESTORM OR SANITARY SEWER(SIZE SHOWN ON PLANS)SAME SIZE AS MAIN LINE(MAX. 8" REQUIRED ON STORM SEWERS)1'-0"1'-0"MIN.6"
1/2"HEAVY DUTY CLEANOUTCASTING - JAY R. SMITH 4253SERIES OR EQUALCONCRETE COLLAR(CONCRETE SHALL NOTBE IN CONTACT w/ PIPE)20 L.F. (MIN,)20 L.F. (MIN,)20
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,
)20 L.F. (MIN,)20 L.F. (MIN,)20 L.F. (MIN,)20 L.F. (MIN,)20 L.F. (MIN,)2'-0"VARIES
4" DIA. PERF.PVC SDR-35 PIPE1'-0"4"NON WOVENFILTER CLOTH#8 WASHEDAGGREGATECOMPACTED AGGREGATE BASEPAVEMENTCURB INLETNOTES:1. TAP STRUCTURES IN PAVEMENT AS SHOWNOR AS DIRECTED ON THE PLAN SHEET2. ADJUST UNDERDRAIN AS REQUIRED TOAVOID SEWER LINES AND OTHER UTILITIES.3. GROUT SOLID THE CONNECTION TO STORMSTRUCTUREPAVEMENT UNDERDRAIN DETAILNONEPRECAST CONCRETEADJUSTING RING ASNEEDED (4 MAX.)PRECAST CONCRETESECTIONSOUTLET CONTROL STRUCTURE DETAILNOT TO SCALEASPHALTIC MASTIC ORBUTYL RUBBER SEALBETWEEN JOINTS12" THICK STEEL PLATERESTRICTOR#4 BAR @ 12" o.c.EACH WAY(STEEL MESH AREA =0.12 SQ. IN./SQ. FT.)15" RCPINFLUENTPIPE 15" RCPOUTLETPIPE12" THICK STEEL PLATERESTRICTOR1/2" THICK STEEL PLATEANGLE BRACKET (TYP.)MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTED SUBGRADE24" DIA.NEENAH R-1772T.O.R.= 850.97FINISHGRADETOP OF STEEL PLATEELEV = 844.72FRONT VIEW4' DIA.11" DIA. ORIFICEINV. = 840.25GALVANIZED STEEL GRATE(APPROX. 18"x18"x4")CENTERED ON EACHORIFICE OPENING ANDWELDED TO STEEL PLATEGALVANIZED STEEL GRATE(APPROX. 18"x18"x4")CENTERED ON ORIFICEOPENING AND WELDED TOSTEEL PLATENOTE:SEE "STANDARD 4' STORM MANHOLE DETAIL" ONTHIS SHEET FOR ADDITION DETAIL INFORMATION.MANHOLE BASE SET ON6" OF #8 OR #2 STONECOMPACTED SUBGRADE24" DIA.NEENAH R-1772T.O.R.= 850.97FINISHGRADETOP OF STEEL PLATE100 YR. ELEV = 844.72SIDE VIEW11" DIA. ORIFICEINV. = 840.2515" RCP INFLUENTINV. = 841.0015" RCP OUTLETINV. = 840.25BASE 6" OR 8"PER SECTIONMANHOLE BOTTOMINV. = 838.2516"PLASTIC ENCAPSULATEDSTEEL MANHOLE STEPSO-RING GASKET ASPHALTICMASTIC OR BUTYL RUBBERSEAL AT JOINTS6" PERFORATED PERIMETERDRAIN PIPE, INV. = 840.256" PERFORATEDPERIMETER DRAIN PIPE1TAC REVIEW9-19-20232/15/2024
SU2.2SITE UTILITY DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.1TAC REVIEW9-19-20232/15/2024
SU2.3SITE UTILITY DETAILSCOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.1TAC REVIEW9-19-2023DETENTION SYSTEM SUMMARYBOTTOM OF CHAMBERS = 841.00BOTTOM OF STONE BASE = 840.25TOP OF CHAMBERS = 844.75TOP OF STONE COVER = 845.7510 YEAR RELEASE RATE = 4.13 CFS10 YEAR ELEVATION = 842.4010 YEAR STORAGE VOLUME = 0.063 AC/FT100 YEAR RELEASE RATE = 6.36 CFS100 YEAR ELEVATION = 844.72100 YEAR STORAGE VOLUME = 0.127 AC/FT2TAC COMMENT RESPONSE11-16-20232/15/2024
835840845850855860865835840845850855860865-0+500+001+00RIM. = 852.00'ST-101INV. 846.08 (N) OUTINV. 846.24 (W) ININV. 846.20 (S) ININV. 846.58 (SE) IN58 LF OF 18" RCP @ 0.60%RIM. = 851.98'
ST-103
INV. 845.73 (S) IN
INV. 845.63 (E) OUT
INV. 846.43 (SW) INPROPOSED 12" SAN. SEWEREXISTING GRADEPROPOSED GRADEAHYDRAULIC GRADE LINECONSTRUCTIONTRADES LABSTORAGEC101ASTORAGEC106AST-101RIM. = 852.00'ST-103RIM. = 851.98'ST-102RIM. = 851.30'UPADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BNEW BUILDING ADDITION16,000 SFST-104RIM. = 852.76'ST-103RIM. = 851.98'ST-105RIM. = 851.87'ST-102RIM. = 851.30'830835840845850855860865830835840845850855860865-0+500+001+001+50RIM. = 851.30'
ST-102
INV. 846.54 (NE) OUT33 LF OF 12" RCP @ 0.32%67 LF OF 18" RCP @ 0.70%RIM. = 852.76'
ST-104
INV. 845.16 (W) ININV. 845.06 (N) OUT19 LF OF 18" RCP @ 0.70%RIM. = 851.87'
ST-105
INV. 844.93 (S) IN
INV. 842.56 (W) IN
INV. 840.05 (NE) OUT
RIM. = 851.98'
ST-103
INV. 845.73 (S) IN
INV. 845.63 (E) OUT
INV. 846.43 (SW) INPROPOSED ELEC. CONDUITPROPOSED 12" SAN. SEWERPROPOSED 12" SAN. SEWERPROPOSED 6"STORM LATERALEXISTING GRADEPROPOSED GRADEAAAHYDRAULIC GRADE LINEST-105RIM. = 851.87'ST-201RIM. = 851.54'ST-202RIM. = 850.58'ST-207RIM. = 850.57'ST-300-INRIM. = 850.45'ST-206RIM. = 850.35'ST-204RIM. = 849.96'ST-203RIM. = 849.65'830835840845850855860865830835840845850855860865-0+25 0+001+002+002+50RIM. = 851.54'ST-201INV. 847.03 (E) OUTINV. 847.10 (S) IN104 LF OF 12" RCP @ 0.32%RIM. = 850.58'ST-202INV. 846.70 (W) ININV. 846.20 (E) OUTINV. 846.20 (S) IN75 LF OF 15" RCP @ 0.32%RIM. = 849.96'
ST-204
INV. 845.96 (W) ININV. 845.66 (E) OUTINV. 845.76 (N) IN
INV. 846.00 (S) IN16 LF OF 18" RCP @ 0.40%ST-206RIM. = 850.35'INV. 845.60 (W) ININV. 841.10 (E) OUTINV. 845.10 (S) IN9 LF OF 18" RCP @ 0.55%ST-207RIM. = 850.57'INV. 841.04 (W) ININV. 841.04 (N) OUT8 LF OF 18" RCP @ 0.55%EXISTING 30" STORM SEWERPROPOSED 8" FIRE PROTECTION LINEUNDERGROUNDDETENTIONCHAMBERSAAAAAEXISTING GRADEPROPOSED GRADEHYDRAULIC GRADE LINE835840845850855860835840845850855860-0+500+001+00RIM. = 849.96'
ST-204
INV. 845.96 (W) IN
INV. 845.66 (E) OUT
INV. 845.76 (N) IN
INV. 846.00 (S) IN
RIM. = 849.65'
ST-203
INV. 845.96 (S) OUT
26 LF OF 12" RCP @ 0.75%EXISTING GRADEPROPOSED GRADEAHYDRAULIC GRADE LINERIM. = 850.84'ST-300-INRIM. = 850.45'ST-206RIM. = 850.35'ST-204RIM. = 849.96'ST-203RIM. = 849.65'ADVANCEDST-205RIM. = 851.18'ST-301RIM. = 851.04'ST-207RIM. = 850.57'ST-300-INRIM. = 850.45'ST-206RIM. = 850.35'ST-204RIM. = 849.96'ST-203RIM. = 849.65'830835840845850855860865830835840845850855860865-0+500+001+00RIM. = 850.35'
ST-206
INV. 845.60 (W) IN
INV. 841.10 (E) OUT
INV. 845.10 (S) IN
RIM. = 851.18'
ST-205
INV. 845.23 (N) OUT42 LF OF 12" RCP @ 0.32%PROPOSED ELEC. CONDUITEXISTING GRADEPROPOSED GRADEPROPOSED 12" SAN. SEWERPROPOSED 8" FIRE PROTECTION LINEEXISTING SANITARY LATERAL(VERIFY LOCATION/ ELEVATIONPRIOR TO CONSTRUCTION)PROPOSED 4" GAS LINEAHYDRAULIC GRADE LINEST-302RIM. = 851.19'ST-301RIM. = 851.04'ST-300-OUTRIM. = 850.84'830835840845850855860865830835840845850855860865-0+500+001+008 LF OF 15" RCP @ 0.00%RIM. = 851.04'
ST-301
INV. 841.00 (W) ININV. 840.25 (NE) OUT
13 LF OF 15" RCP @ 1.15%ST-302RIM. = 851.19'INV. 840.11 (SW) ININV. 839.97 (S) ININV. 842.97 (SE) ININV. 839.87 (NW) OUTUNDERGROUNDDETENTIONCHAMBERSEXISTING GRADEPROPOSED GRADEAAHYDRAULIC GRADE LINECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! SU3.1STORM SEWER PLAN AND PROFILES1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISEALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED.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. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGNSPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINALAPPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THEAPPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIALCIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILLREQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATEDREPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TOSUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. ANEXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS AREQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FORRELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGNSLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESSOR 10 fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIREAS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TOBACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TOAS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TOENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVEDBY THE CITY OF CARMEL.GENERAL NOTES STORM PROFILE KEYNOTESA. GRANULAR BACKFILL REQUIRED, REFER TO STORM SEWERTRENCH DETAILS ON DWG SU2.1APPROXIMATE LIMITS OF GRANULAR BACKFILLSTORM SEWER PLANSTORM SEWER PROFILE 1STORM SEWER PLANSTORM SEWER PROFILE 2STORM SEWER PLANSTORM SEWER PROFILE 3STORM SEWER PLANSTORM SEWER PROFILE 4STORM SEWER PLANSTORM SEWER PROFILE 5STORM SEWER PLANSTORM SEWER PROFILE 61TAC REVIEW9-19-20232TAC COMMENT RESPONSE11-16-20232/15/2024
830835840845850855860865830835840845850855860865-0+500+001+00RIM. = 851.97'SAN-1INV. 839.55 (N) ININV. 839.53 (SW) OUT57 LF OF 12" PVC Pipe @ 0.21%RIM. = 851.83'
SAN-2
INV. 839.67 (E) ININV. 839.67 (S) OUTEXISTING GRADEPROPOSED GRADEEXISTING 30"STORM SEWERPROPOSED 12" STORM SEWERASTORAGEC106ASAN-1RIM. = 851.97'SAN-2RIM. = 851.83'UPADVANCEDAUTOMOTIVESERVICES LABC115BSPRAY BOOTHC115CSAN-3RIM. = 852.22'SAN-2RIM. = 851.83'SAN-4RIM. = 851.07'830835840845850855860865830835840845850855860865-0+500+001+002+003+00PROPOSED ELEC. CONDUITPROPOSED 6" STORM LATERALPROPOSED 18" STORM SEWERPROPOSED 6" STORM LATERALPROPOSED 6" STORM LATERALPROPOSED ELEC. CONDUITPROPOSED 12" STORM SEWERRIM. = 851.83'
SAN-2
INV. 839.67 (E) ININV. 839.67 (S) OUT
122 LF OF 12" PVC Pipe @ 0.21%RIM. = 852.22'
SAN-3
INV. 839.93 (E) ININV. 839.93 (W) OUT
111 LF OF 12" PVC Pipe @ 0.21%RIM. = 851.07'
SAN-4
INV. 840.16 (S) IN
INV. 840.16 (W) OUTEXISTING GRADEPROPOSED GRADEAA830835840845850855860865830835840845850855860865-0+500+001+00PROPOSED 8" FIREPROTECTION LINEPROPOSED ELEC. CONDUITRIM. = 851.07'
SAN-4
INV. 840.16 (S) ININV. 840.16 (W) OUT
59 LF OF 12" PVC Pipe @ 0.21%SAN-5RIM. = 852.10'INV. 840.28 (E) ININV. 840.28 (N) OUT7 LF OF 12" PVC Pipe @ 0.21%SAN-6RIM. = 851.99'INV. 840.29 (W) OUTINV. 840.34 (E) INEXISTING GRADEPROPOSED GRADEAADRAWINGCLASSROOM / LABCULINARY ARTSC124CULINARY ARTSC124
DRY GOODSC124B WALK-INC124C
VESTIBULEC101GSAN-5RIM. = 852.10'SAN-6RIM. = 851.99'SAN-4RIM. = 851.07'COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! SU3.2SANITARY SEWER PLAN AND PROFILES1. SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND.2. TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WEREPROVIDED BY THE SURVEYOR. THE ENGINEER MAKES NOGUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISEALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE ORABANDONED.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.GENERAL NOTES SANITARY PROFILE KEYNOTESA. GRANULAR BACKFILL REQUIRED, REFER TO SANITARY SEWERTRENCH DETAILS ON DWG SU2.2APPROXIMATE LIMITS OF GRANULAR BACKFILLSANITARY SEWER PLANSANITARY SEWER PROFILE 1SANITARY SEWER PLANSANITARY SEWER PROFILE 2SANITARY SEWER PROFILE 3SANITARY SEWER PLAN1TAC REVIEW9-19-20232/15/2024
FDC FDC FDC FDCUPUPADVANCEDCONSTRUCTIONTRADES LABC106BAUTOMOTIVESERVICES LABC115BADVANCEDAUTOMOTIVESERVICES LABC115STORAGEC115ASPRAY BOOTHC115C-C152DWDWNEW BUILDING ADDITION16,000 SFFFE = 852.88ST-104ST-101ST-103ST-105ST-201ST-102ST-302ST-205ST-301ST-300-OUTST-202ST-207ST-300-INST-206ST-204ST-203SAN-1SAN-3SAN-6SAN-2SAN-4-0+650+00
1+002+003+004+004+25-0+200+001+002+003+003+98 -0+200+001+002+002+78LINE "C"LINE "B"LINE "A"LINE "D"EMH-1EMH-2EMH-3835840845850855860835840845850855860-0+700+001+002+003+004+004+50PROPOSEDGRADEEXISTINGGRADENEW 12" RCPSTORM PIPENEW 12" RCPSTORM PIPEEXISTINGELECTRICALTO BUILDINGEXISTINGELECTRICALVERIFY DEPTH,CONDUIT SIZESAND MATERIALSNEW 6" PVCSTORM PIPENEW 6" PVCSTORM PIPEEXISTING 30" RCPSTORM PIPEEXISTING 30" RCPSTORM PIPEEX. 12" VCPSANITARY PIPEEX. 30" RCPSTORM PIPENEW 6" PVCSTORM PIPENEW PRECASTMANHOLET.C. = 852.02EMH-1E 6" Electrical Cond.T/Pipe = 848.50W 6" Electrical Cond.T/Pipe = 848.50STA. -0+60
T.C. = 850.90
EMH-2
W 6" Electrical Cond. = 847.50
E 6" Electrical Cond. = 847.50
STA. 1+74NEW ELECTRICALT.C. = 852.55
EMH-3
W 6" Electrical Cond. T/Pipe = 848.00
E 6" Electrical Cond.T/Pipe = 848.00
STA. 4+09EXISTINGELECTRICALMANHOLESTRUCTURENEW ELECTRICALMANHOLESTRUCTURENEW ELECTRICALMANHOLESTRUCTURE835840845850855860835840845850855860-0+300+001+002+003+004+00NEW 6" PVCSTORM PIPENEW 6" PVCSTORM PIPENEW 12" RCPSTORM PIPEEXISTING 30"RCP STORM PIPEEXISTING 30"RCP STORM PIPEEXISTINGGRADEPROPOSEDGRADENEW 6" PVCSTORM PIPEEXISTING 6" PVCSANITARY LINEEXISTING 8" PVCSANITARY LINEEXISTING 8" PVCSANITARY LINENEW 8" DIPSANITARY PIPENEW 8" DIPWATER PIPEEXISTING 30" RCPSTORM PIPENEW 4" GAS LINEVERIFY EXISTING GASLINE LOCATION,DEPTH, PIPE SIZE ANDMATERIALAPPROXIMATECONNECTION POINTEXISTING 4"GAS SERVICELINENEW 4" GAS LINET/PIPE ELEV. = 848.33'NEW 4" GAS LINEAPPROXIMATE CONNECTION POINTVERIFY EXISTING GAS LINELOCATION, DEPTH, PIPE SIZE ANDMATERIALEXISTING 4" GASSERVICE LINEEXISTING 4" PVCSANITARY LINEEXISTING 12" PVCSANITARY LINE835840845850855860835840845850855860-0+300+001+002+003+00EXISTING 30" RCPSTORM PIPEEXISTING 30"RCP STORM PIPEEXISTINGGRADEPROPOSEDGRADEEXISTING 8" PVCSANITARY LINEEXISTING 8"WATER MAINCONNECTIONPOINTNEW 8" DUCTILEIRON PIPET/PIPE ELEV. = 847.00'CONNECTIONPOINTNEW 8" DUCTILEIRON PIPET/PIPE ELEV. = 846.00'NEW 8" DUCTILEIRON PIPE835840845850855860835840845850855860-0+25 0+001+001+87EXISTINGGRADEPROPOSEDGRADENEW 8" DIPWATER LATERALNEW 15" RCPSTORM PIPENEW 12" RCPSTORM PIPENEW 4"GAS LINEEXISTING 12" PVCSANITARY LINEEXISTING 30" RCPSTORM PIPENEW 4"GAS LINEEXISTING 6" PVCSANITARY LINENEW 6"STORMNEW 8" DIPWATER MAINSECTIONALVALVENEW 6" DOMESTICWATER LINE TAPNEW PIVCONNECTTO EX. 8"DIPEXISTING 4" PVCSANITARY LINECOPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.WWW.FHAI.COMARCHITECTPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATIONCARMEL CLAY SCHOOLS520 E MAIN STREETCARMEL, IN 46032PROJECT ISSUE DATE: 08/31/2023DRAWN BY: ARS317-848-0966350 E NEW YORK ST# 300, INDIANAPOLIS, IN 46204REV.NO.DESCRIPTIONDATECONSULTANT100% CONSTRUCTION DOCUMENTSKEY PLANUNIT ANEW ADDITIONPLAN
NORTH TLF-ENGINEERS.COM317-334-15003901 WEST 86TH STREET, ST# 200, INDIANAPOLIS, IN 4626819700317No.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! SU3.3UTILITY PLAN AND PROFILESEXISTING BUILDINGEXISTINGBUILDINGNOTES:1. COORDINATE CONDUIT SIZES AND MATERIALS WITHELECTRICAL SITE PLANS.2. COORDINATE MANHOLE STRUCTURE SIZE ANDSPECIFICATIONS WITH ELECTRICAL SITE PLANSELECTRIC LINE PROFILE - LINE CSCALE:VERT: 1" = 5'HORIZ: 1" = 20'NOTES:1. COORDINATE GAS PIPE RELOCATION AND NEWINSTALLATION WITH CENTERPOINT ENERGY.2. GAS SERVICE LINE SIZE AND ELEVATIONS ARE FORBUDGETARY PURPOSES.GAS LINE PROFILE - LINE BSCALE:VERT: 1" = 5'HORIZ: 1" = 20'NOTES:1. TOP OF PIPE ELEVATION SHALL BE -5'-0" FROMFINISHED GRADEWATER LINE PROFILE - LINE ASCALE:VERT: 1" = 5'HORIZ: 1" = 20'NOTES:1. TOP OF PIPE ELEVATION SHALL BE -5'-0" FROMFINISHED GRADEWATER LINE PROFILE - LINE DSCALE:VERT: 1" = 5'HORIZ: 1" = 20'1TAC REVIEW9-19-20232ADDENDUM 210-04-20233TAC COMMENT RESPONSE12-19-20233333332/15/2024